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HomeMy WebLinkAboutProduct Approval l - BCIS Home Log In User Registration Hot Topics'j Submit Surcharge Stats&Facts Publications Contact Us �• BCIS Site Map, Links Search �llxida P rProduct Approval RECEIVED p USER:Public User APR Q 9 1021 Product Aoprovai Menu>Product or Application Search>Application List>Application Detail _ Permitting Department FL# FL13757-R7 St.Lucie County Application Type Revision Code Version 2020 Application Status Approved -Rile _5? , 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 Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory-, Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L.Bennardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By ORLANDO L. BLANCO,P.E. 24, Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R7 COI INDEP123.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002- 94 -' TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R7 Equiv EQUIV123.pdf i Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/12/2020 Date Validated 08/13/2020 Date Pending FBC Approval 08/22/2020 Date Approved 10/13/2020 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757. R7 II DWG1.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R7 AE EVAL1 df combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System -Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R7 II DWG2.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.•PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757'R7 AE EVAL2.pdf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation.Instructions Approved for use in HVHZ:No FL13757 R7 II DWG3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports — -Other:.See.product drawing.for.additional information, _ _- FL13757 R7 AE EVAL3.pdf. - anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copydght 2007-2013 State of Florida.::Privacy Statement::AccessibllitL Statement::Refund Statement Under Florida law,email addresses are public-records.If you do not want your a-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F S.,please click here. Product Approval Accepts: Credit Card Safe • I I 6.8 ACCORDION SHUTTER ° ""' 191 a y s� ne Y FRANK BENNARDO,PE F �' � i '! PER DD46549 WOOS Frank Ben ardol ok4_�ol � Date:202d 108.12 FOR USE WITHIN AND OUTSIDE THE HVHZ /; ',Ng ,•,' 21:21:11- 4'00' ' y o TABLE 4 TABLE 1 SEE NOTE 3 BELOW TABLE 2 ALLOWABLE_SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS_ TABLE 3 -"-'-'-'-"'------ F6R USE WITHIN THE HVHZ "'FOR -- ' - '• - - MINIMUM SE NON.HV ZFROM GLASS N _ FOR USE 1NITHIN THE FIVH2 ALLOWABLE SPAN o CHEDULE POSITIVE POSITIVE WIND MINIMUM SEPARATION WIND OAD LOADIMTH HVHZ FROM GLASS NON HVHZ MINIMUM SEPARATION Zh W M $x NEGATIVE POSITIVE FROM GLASS �r^ F- DESIGN WITH CENTERMATES WIND LOAD DESIGN SHUTTER POSITIVE W u�nn, u j LL '"N WIND INSTALLATIONS INSTALLATIONS DESIGN SHUTTER �J LOAD(PSF) UNIMATE 1g ALL PRESSURE SPAN 530'ABOVE >3(YABOVE DESIGN POSITIVE AND PRESSURE SPAN INSTALLATIONS INSTALLAI DNS WW oN= OR 3! & u MOUNTING CONDITIONS'• (PSF) GRADE GRADE WIND NELOADALLND (PSG 5 GRADE -G ABO VE zIx SOW V w n, OR@ B O ON.) ON.) LOAD MOUNTING ON.) 0.) uQ Sy6 W Squ m .-•.•--•-.,. (PSF) CONDITIONS— 29.3 158' S.T 3.S z- 2J9 156' 156" 156'"•-•�� ___._ ._.�,.........___.._ a fi0' 3.(r 1.1 9T 3.1 1.411 Z oN n10w 25.0 147' 156" 156' __...._ __......__......•........_....__........._........... 50.0 156' 99' 3.T 1.4' Ill IU .4 ..................... ......................._............,.._.„,,,...................,,.,,........... 98• 3.0' 1.5' 30 03 LL ®u 30.0 147' 156 156' 30 55:0•••.• «_•..__.155 ,•A ._ 120' 3.7' 7.0:11 35.0 142- ISW 158' 120' 3.0' 1.8' 60.0 148' 156 5.8' 3.5711 K_. 15T 5,T 35' N W 40.0 13T 145" ,_• 156' 85.0 143" 60' 3.1• 1.1'1 7 O W 45.0 133' .�... 141" -... 1S6' 60' .,3.0_• ,_.........,�:��..__,.„.:. 70.0 137" 99' 3.1' 1.5•,1 - O ........_._.._......... ...._.„. 9 50,0 129, 13T 156, 88' 3.0' 1.6" 75.0 133, 40 ....108'.... .„.__...-3.1."...1....... ............1.8"�......,.. 55.0 126' 134' 155' 3•p' 1.8" , 80.0 128' 120" .i 2.Y'p 'Y+ 80.0 124' 131" 148' „_120' ,_ _ 3__•„•,••.••• ..._....2. 2'...-„_. 85.0 125' 132' S.8' 2.TT 1 65 0 121" 129" 14J' 132' 5,T 2.8' 90.0 121' 156' S.8• 4.3'I �. ......._.:._.._. ...._.,-__........ .._._-.... _........._•_ 145' S.T 3.5' LL ...._70:0 .............. 11T......... ....... .....124"..•...,.,..,,,,,,,,,,133'., 60' 3.0' 1.1' 1000 118" 99' 3.1" 1.T• .« _. 80oO 115' 12Z' 128' 99' 3.0" 1.T 105,0 112" 108" 3.1" 2,0'll E 85.0 113' 12T 125" S0 10.. 3,0' 20' 110.0 110' 120' 3.1' 2.5'I1 N .___......................_._..........................................._ .,.....W._....._............ Y 90.0 112' 118• 121- 120" 3.0" 2.5• 115.0 ' 10T 13Z'.. S.8' 3.1')I_•_•__ >I�R m d ............ . «,_._.._..y I __.._._5..95,0 110' 11T 13 5. 35' 720.0 105 5.8• . D:� 60' 3.0' 1.2' 125.0 103' 60' 3,1' H� 100.0 109' 115• 115' o c n 105.0 10T 112" 112' mGms •«•115.0•- ...„_-105• ..._ ...._....10T 7" 99' 3,0' 130.0 180B1' . 99• 3.1* 1.87111 110.0 0 0 ............. 10 ......... 60 vEm 131- S.T 3.5' 140.0 95, 120" 3.1' 2.Til 120,0 4" 105' 60, 30r 45 141r 5.6 5.0E I 125,0 103. 0 � 1 .070 _ ......... ` a u 84" 3.1• 1.5-1 13.0 - - 101' BB' 3.0" 2.0' 155.0 86 3.E c 5 1�•p - - 9B" 126' 5.T 3.5' 160,0 ! 83' 70 99' 3.1' 1.91I 1!•�� o a ........_.._.,... .._.,,.._._.......... ...._.._.................... .......__........-..., c N 140.0 95' 60' 3.0' 1.2' 165.0 81' 12W 3.1" 3.011 m 145.0 gY 84• 3.0" 1.T 13 170.0 78' 7 6_0 " 5.8' 4.611 IR ry 150.0 - _ 89' 9U 99• 3.0• 23• 1 175.0._.. 76�� 60• 3.1' 1.21[ 160.0_._ ...._......:__.._....._..._................. ........_7BV.....,... 110 9. 3.0, 25. - ...1850..... ...,.......?e............ 80 t20' ...^3..T...._ _.-..._3b11.1_.- .. . ___ 721' 5.8• _ 3.711 • - 76' 110' 3.3' ............3.3' .�• fi0" 3.1' 1. I _.•.••175.0•.• 200.0 6B' 180.0 74' SD" 3,0' 1.3' ••FOR BUILDOUT MOUNT MAXIMUM 110 84' 3.1• 1.8111 • 9 185.0 72" 120 84' 3,0" 1.9' SPANS AND PRESSURES,SEE 99' 3.1• 2.511 t�5• n 6!'I 190.0 c•�'' Shoe 70' 105' 3.1" 3.T / 110' 3.3' 3.37'e 185 0 TABLE C ON SHEET 6 13 pp 3 - _ 88' 60• 3.1" 1.711 Q 5 6 200•0 1 66• •'FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE z 3 TABLE C ON SHEET 6/13 120 1 99' 3.1' 2.61[ �}u 105' 3.1" 3.0E 1 S�o oll u �+ __.....__....._..._..._.___._..._.___.............._. .-..„.„...._................_..""'""'"""'-......._...; i TABLE 1 AND 2 NOTES: TABLE 3 AND 4 NOTES: _ @g .m 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD 1. NON-HVHZ•DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AN COUNTY FLORIDA. JJJ��S BROWARD COUNTY FLORIDA. ` a pp6 1 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN !/ /�� 2. DESIGN PRESSURES SHOWN IN•ACCORDION SHUTTER SPAN SCHEDULE"ABOVE)RE ei• p SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN U 'W ! MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPA y S PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. n 3. SEPARATION FROM GLAZING IS NOT REQUIRED IN WIND ZONES 1-3 UNLESS LOTL i5 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND I{ MUNICIPALITY ADOPTS ADDITIONAL CRITERIA. t OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: (([��t Iv( 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHU ER IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEING REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR[' DNYIU(i0 FR11R LBENNM00 P, BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR S. CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD. 20-26156 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPA S _ AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE - •BETWEEN THOSE INDICATED ABOVE,THE DESIGN PRESSURES FOR THE NEXT HI NER SCALE: SPAN SHALL BE USED. ...................................................................................................N ..;j I....... !AGE DESCRI.PTIOMi HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGNfit* VISIT ECALC.IOI26156 PRESSURES ARE AWAY FROM THE HOST STRUCTURE. ............................I................ 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT HURRICANE PROTECTION FOR NFOR SPECIFIC 9e PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, BMOREINFORMATION ABOUTTHIS DOCUMENT THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL ORSOANTHI3ORCODE BE USED. v!sO ENcwEERWOE%PREss.co6YgiORE I FOR AODRIONALPLANS.REPORT56RESOURCE9 1. BENNAADO,PE - - PErt 0096549 U■9885 I 1 b N oa • Gn mm 80 GENERAL NOTES: Lu 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARi.�..S - N(7 IlMI7_, .......... Lu .......... CODE SEVENTH EDITION(2020),FOR USE,WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE .......... Ste¢ -9_ ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE os m i (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D".SEE PRODUCT EVALUATION REPORT FOR MORE Z. aN O Gw INFORMATION. SI.CTIOIN W 0�Lu 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 :••- ---•-•••-•---••......... •••-•-•-••-......• ............. 7[7� � � i TRACK wow REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA i w BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE p CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 20112021203 AND ASTM E1886/E1996/E330. ' 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. + to ' m S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND I ( I ZONES,IN ACCORDANCE WITH ASTM E1996.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL z 4 4 PLAN ^� CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING 3URISDICTION. ¢.J 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND d V if.W LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. ti h 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE jW z DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-16,A DIRECTIONALITY FACTOR OF Kd H• I , Pdbm y r °.�m S =0.85 SHALL BE USED. !- I $ 0 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC _? I i Mrn" °e"' 09 m 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL fn t j ' ( 0 zm i ONLY BE USED IN CON3UNCTION WITH'THE EVALUATION REPORT SUBMITTED FOR THE SAME x c j a PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 ¢i- 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 N VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM R THE STRUCTURAL SUBSTRATES DETAILED HEREIN. ( d 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING ll d OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SI9NED,DATED AND ,•_• J _ _ BOTTOM TRA' K �_ SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE x DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. s 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: E TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM__SE;F;__,_• FORT IAUDERDALE,FL TYPICAL. PLAN VIEWS _ _ ■ 9LB MISSILE LEVEL D-ASTM E1886 E1996&E330 o���g'" '" = 6� g TAS 201,202&203 $9�} FLORIDA PRODUCT APPROVAL NUMBER � 'f"YC'ICA[._ ACCORDION Q 13. ALL EXTRUSIONS SHOWN SHALL BE 6063 T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 _ 8 2 2���l sF III 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A Sf;"U TLL.�,__.0 =E�VAT!ON.,. ` MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 " 8 N T.S. ALUM.ALLOY. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR s � BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. ' es 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. 2 + 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". I��A��-R 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 'u 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. pp � pF 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE-NOTED BUILDING CODE 20-26156 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 BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAGE OESCpIPTiON: z PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND E NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK 9Q R S a i :1 :i FRANK BENNARDO•PE PEN 0046549 g1�98B5 2.874•' }... _PR[1gg1jr-N"VARIES ........ Y'�'1. 4.874' VAX. .068"-�I' 2.152" ;.825.. '�""_f�. 11.907' --,�' {II _997 1.825 1.908, uvurz ��t � n •1 H25" 1i 125' 1 H25" _.. ...:. ................�y� .1L3'{,( .............. 1L3•' { 1 .100" 1.70H" 1D0.. �'+ vJ .100" 1708" t� •1L3' r.195" I• �1955, 00, ..............�............. ,�.. 96. LILL11-3 _ `�`r 11 195 �, 143 r* �D I �I I} r.�f 1'... 1 �l 195".. I: tl- _ I.,„:,].95 4 _ _ _ �:�.,,, ` .� U ...Y... fn N -------•.tii LJ .................:._........,.1..::rc"::::'� _...........y... {-......::F:::c: ::::. "".:: ..... �.._.,.._. _ 68'.._ ro ._..._. I. �._ _.nn� .rL.............. ... :n ml .Q-.. .._....... _..._� v 0�9.`_ ...0 on O'43 PI N Nn V' �' 1L. 1......J 1 1L. J7 N} # In : - N^ 3r 62 f in z� W r� $o I _ �I .062 to Y1..�::;•:•;:_!J ?y ,P'Y•� W uj� ul 062' 062' I 095" CCCCIIff Ij 'I` ..... .r 1 IN 630• .zoo' , 6___ 1.510' .6 2 630�; .062" _ 630' 1.b10•, ul -A-a .062'+tY ', 62" .200" .062'�C! 30 62 .200" Ir �j A`........ I ^ '_'. t .5H8'_.." G w i Im U co 6030XXX..............._..... 1.250':.._ f,.971.. `� H f,CC 1.69 971" �_.'........._� 971 .095 7T. low r.o95' 1 1.069 282?" F._......,...::___ ._._,......I u�L a 030 -2.74 .__.."........2 0 1 0 �.J50 t - . .X ..:.•_. '- i W °dN p Ow � 3.610" 5.745"M X. .. ....."5 7l 5'•MAX:,.._._,_...._...,__....,. .......:.................:_.......... LITE E �2- 1 WA'I 2 BUILD OUT WAI_I_ I.41: 2-LEG WALL 4. LEG WALL O 1.1-qyY„t{;AD;;RfS!l,L O LI'iE-.fiEADERr Sill. N W W _._.._. __._....._:._..."....."..._..__.__ 3 � . SCALE:HAi.F SIP- SCALE:HALF SI E 1 �W SCA:.•r1A:.'r S:Z SCALC ldAl.f•51LE SCALE:HALF SIZE SCALE' HALF SIZE iID p •.•.•• ......WFIERr_ SHOWN SCREW BOSSES & FE:.I_i GROVES ARE OPTIONAL. ON ALL. EXTRUSIONS + 2 65s5' 2.655'• .__._.._,�..3.0.0.:'._.._.... .875' 2.195' •1.230' � I 'H25" I .._?:395::...._.,. •.__ .510' ... - 2.655' _...__.....___.___.... w_ LL .......... ........1..._......_._ J Y . .............._........ f=� I 1583•• , cc.�, _.�._ ..` �_.._..___.. y _. ^ 7��-:_...._...__..._. 2.365, t .SBB•�`........ .........:_............. o _...... N ,,, f-T •{:�10' .460' 11..085' 600' 1 .510" t..".-«�: :" III I �.1 -• n •�lI III N -�J 0� 400'• I l,�t� N co In rI .. I , ,o I �_.._ I11P"i ._H JS' I1�111 N �=;on K T' I ,- 6?1I L- cv In .105'N l.._ .. t90° I k m oII �IINEI TYP '^. r�,� y� #.060'N J N g c J o r�-� _._�.__. �.._ I N.105 ..,. TYP' � ''9:CC7......... .� .. IIr ..._.."...�............._..._...... ` I l F rs .= :•:.:...r-:.�x=_-.�._�..621.'_.._... .�__..._^I }I -e?5 j, ....._ �-- 1.230" _....... TYP ..768211'63 ; : .. = � - - --'--......_. _•---------.._ _. W o _ I 1,9H5' I 4510' ......^�:195.............. 2.195_•w,� � w d O SILL __ O SII1. ADAPTER 10 kXTENDED SIZE SILL ADAPTOR t1 MID_SILL 12 NID SILL ADAPT' R SCALE:HALF•SIZE �-'•"_ _ O L"XTEiVD%D SILL, O SCALE:HALF SIZE. + SCALE:F:ALIt SIZE SCALE IIALF ese SCALE:HALF SIZE SCALE:PIALF SIZE. 3 1 991.'• E 997" 1.825" y...._........._..._....... 30.225° t31t'• .143" - I__._..._. i:143•• I .. ... .. ...... .L ttLo_.._......._.._..........r 325" - 8 060 8 .256" 297'• I I .._..:1i0 ir• . e 030R OSL•• .1.:......... n ;,�022" - •l .143' ee11 W.q � g >u �• �_A L6�5_...,. 069" `:0621 133' 3 ; 6.8S:,ATf[3y.Aut:. . O 6.8 S Aid'.. R .. I.o6z e � .._ .......................... -- ................. .. r.... t i 'a O SCALF:.:'ALF•SIZ¢ SCALe,uAl F S ZIi .130' �I�•.r�-'-° -1f._• .O�P• jn "{--�•-t_.250". i 971.- cou l\ ^ t 510 -" ' =--«- 16 RADIUS CF.ILING••_FIEADFR SILL N .............__._............... :.__....__._...._.."._......._...y 310' •, o�� om SCAT.E:HALF SIZc "- .__.._._ COPfPX}RfRtiV(LNBOAIMDOPE n1 f f.., a.oa0 ti;I r.l+� 1 SG2IE0C -26156_........................ _................. . {............... ......._............... � ......................... PAGE OESCRIPTIONt E 14 CEfLIVG••FIEAhrRfS(l;l,,, �9� O6 8 STACK CONrCTOR SLAT AI ADF. SCALE:HALT'S!'LL _ :...........................L.............:..................................�........_....:. SLALr HALF SIZF. [� ICJJ c . 'I FRANK BENNAR00 PE _ PEE.0046549 CAP�9BB5 3750 Ot0-24 THUMB "�'__'• _ s+.125' •L7..0x1.8t-l'oyyI ••,y{(USCREW• SATS.3AS2I0N�L ELSYS STEEL on , w rm CD 2 r.".."; �n W m rn N i 062' wF•CEL u o ct _______.._.•.._ ....__._ y I{r I G, G11.1D0'+1_{240" 1 ...."_. N I _.'� IL $O ..................._....__.,.._:.........._._................................-..7 ! m u ' ....._."5'"MAX.,•_....._.._...,...._.._.I TYP.AT EVERY OTHER ...-.... W ��BJ. "" * ORFCh SS SII L FOR USE WITI'1 INSIDE JOINT AT TOP. 870'•. WW Ou.S" 2Q __:...... ................"w..".._.. SCALE+HALF SIZE ©3 AND (aONLY CY{.INDI'R-SOLID BRASS,NICKS,{,PLATED Z�n� H j u _ 19 ANGLE ASSc;M3;.Y HOUSING IL lJIL SCALE HALF SIZE 21 S1-gv Rol) O SCALE:tiALF SIZE. NO,-:MAY OE KEY OPERATED OUTSIDC OR THUMB Zx ay m z� NYLON WASIIER SCALE..:HALF SIZE TURN OPERATED INSIDE. W Otip,,: = OR ALUMINUM ... - ,may 250' W O Ut^m.. (NYLON BUSHING I +' 23 @.'SASS PUS". LOCK OPTIONAL) SCALE:HALF SIZE New ...TT �....._......_ W 1 OUTER SCREW ANY:114 I•35T .276' 'QSooS• y....._....._._."""-4.000'••_•__._......._. e � IrI-���^'„•4 SSS IANY TYLE) LENGTH/HEAD {I ••'y•500' _ 2.216" ..........._ I • z :: . x 2-3l4"4,50 HT S.S rr E. N ...._.... rz ` SCREW W/ m`INSERTS ' 1 � 1,00"y _INTO TC UL'ERACOTE COATING -� E•2EiU' � _........"..qm TRACK (TYP TOP&BOTTOM( NI_..154' .13T .:I_.....;rIIo .250� 125'I_._...._YLCIN BUSHING IN WASHER: iU I p 7/16"m x 1/2"(a)INTERIOR JOINT TOP .,___....—.�. _ � !-!.22A' in� T• ----•--�•, � -4� c 7/16"0 x 1"@ INTERIOR JOINT BOTTOM •. .�"•.-•7_•..•. �,.. .......... NIIr"`••lll .. �M yL+ O o (:+'FI•IL"R CAN BE USV0 ON IiX]'ERIOR O Ru...CENTFR•INSERT "" 2.750 ,F ••'•-•�--• • -r•-•'l�`'-� r+� 6 m _3USHIING ASS�N'BLY :)`7TAiL SEALC:t1ALf SILF. 77 RAINGUARD 28 U CORATIVE FI..00R TRACK 190 +�k 1zs• OR 24 SCALE:HALF SIZE SCALE:HALF 512E 4 INSIDE CEN7I:R MA Ir �_m. �� ,,,,,,_1;97@ - 2.125' _ _ SCALE:IIALF SIZE \� g O 1.742'. ::.................y. )E m (............ .236'{ 71U'. .286 '14' ! .267, a C, i•IIU' ._....y I .. 7L65_:_._.... 2 �+ 443 v~i m 090' m I m ^ N_m __�2 289''._.._... ....1.62 v g .443' ...._ ..... }I m 1.084' °�._. 4' ... "._ m � �' ..�4.... m -1�__......_._ ,.288.... 58� ....I._.._._..__ 1 y N 284 I a _._. �__ _ __. ,.._ 000.i s - _ m r26, .... u o oI ••m 1t00W, •..__. _ P ` N o a '1190"I -:250" n ...0.085 } N V) E ;068'...,� .239 I o 4 I N n m m n w,"o� o in •--1• I^ ^. ?r _nI•: - - �-'�- --� 0.085 j�..a=' ��`_ W.125".}'/- I-.725" ° n .160 ,�...1.001—•�F•.062' m ?.22'.P•,t .....:96..... 2003 6.8 CF..N'i'ER.,.NA'fF: �p UVINA?;F; OCK„ 31 MALE BOX CGNT[R 32 I EMAI,E:_130X CEN'1'17R 33 OJTSIDE,•_CFN.IFR,,,MA7F:. 40 ALT. f DR 2" E D ST IP 16666161 4° � O U O"___29 O SCAIk:HAI-i°51LE SEA:F HALF SILL SCALE:HALF SIZE- SLALE:HALF S{GE SCALE:HALF SIZE SCALE:HALF SF E ID 7/16"0 STAINLESS STEEL NUT ^• `-'� CNo'NDf;ATTA STRIPS HMENTHALL SC EWS10 OF R @q@ 5500'••x .. .... WSDE., ,_• (�00' HEADE VARIES x OR PHILLIPS DRIVE SCR S. R g p ....... 'IA .0 G' .... ......................y 30 U ED FULL ? X HA)10 1G11icNrDO I 38SC S � � O 5'CAL :F ..J cm•1 � ��� �S ... I .�._. .___. 1/4-` E S OR THIN 8z1 ' .._......(` ...... --•w----• MACHINE SCREW STAINLESS nIII� I� � STEEL ; a ��°a �� j4'l�� COPrwartRUM(-NMI IDD E -.I ( '"I W.� •' SHREADNI'ERNAL 1 _ 711REAU ZO ` TYP. ;__._. 26156 1...................-._."......_............__........__......_._..._;.._—" ➢ (/37 T"SCREW."1NSF RT I 4:i00' I 1 J•_•-_.-}.6B9' POWDER COATED,ZINC DIf:-CAST J SCAI(:•PULL SIZE """"7-- -• SECTION A 7 , n ° 2s4 4 b 4 _,. ^ _ .. } ..........•........_ ,_OCK AI Ar 2 C ... . ....... ..... .....................""..........+......_......_.......................... 1 P.. UEA UOi)(:t 2022 36 0� 40D (ic INDUSTRIAL SYSCEVS ......................................... k of _.=. of (OP ONAL) n -.t ...•:,.. �l�n._ E3!? 9� f:30X I..00K SCA ' HALF SIZE ?" &; FXT ... 2X7 ANGLE 35 __.. o SLALE:I-;AL,P S'%E 39 ............_.."__.._........_.._.. ...,.,........ .125' + (LJ 5 LE: IZE SCALE:HALF-SIZE m SLA HAi.Er, o I f kl'..'N TENER Co)1B••O.C. EDZE_ ' PEA OD46549UA9885 ANY AN0-OR SHOWN EXISTING GLASS- -• EDGE DIST. EXISTING GLASS ..,......._..............._........._.......,..NC4iOR SCeiEDUL EI. DI ! SILL (INTERIOR) f�? 2AI_".DIR C'TION 1 Is EMBED. 7 Ji` OF•ANG:.' L:G............._.... I N-., u �.Ti^(INTERIORv ...._........w..„...`...".... ..,.................... 06 .... . . 0 2"THICK 6063-T6 . _.. ......_..„....... Q'EDGE,.. :::::: _.... ...................:......._.... ,... ANGLE 1"x 1"MIN. _...._.. ..__:.._._`...._._. ._� _._....._....._...._........_.;_ _.. LE LEG ,.".i �+J LLUlDIST. -_ _.-._.__..........__ _.......... ............................... .�:_._.... ...._ NG 33... -._q^� _....29a 29by-. WW uhi' 0 2"x 5"MAX.IA 3B 29 ........... AY BE REVI''RSP_0) - Z CWU ......_„ ......... ....... ............___._._... __.„.... ..PAS i ENER Col 1B"O.C,(USE ANY 13 15 »_.... go 13...... _Z :L 0 13 13 13 ANCHOR SHOWN IN ANCHOR i I 71 38 13 .55 %�L OE g~-� 3 SCHEDULE.1"MIN.EDGE DISTANCE). TO 8. 23 9a 29h i L(wxJ ¢a�i p �w 29 "• •••+P12 x 1/2"GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIO } W I u"Hw•"�� OR S.S-SMS•3/16"0 ALUM. ' INTO CENTERMATES 1/3 (EXTERIOR) 7/4-20x1 THUMBSCREW INTO POP RIVET OR,T 1 4-20 TO 2/3 SNUTTCR SPAN .51 rIV(�3H 8� J'� N W w Cam, THREADED HOLE.LOCATED I IfYfiWl 1/3 SPAN TO 2/3 SPAN FROM IS--D.0 MAX ID -I UP C W TYPICAL Pl_ANVIF.:W BOTTOM OF SHUT'TLR FOR BLADES TO 1"FIEr -IY. :°o SCALE:3"=1'_0" 5 8'-3'•.US.. TWO THUMBSCREWS MUL,i11,31A. SHU Y HER ASSE:IJ�3L. ............. Y ..._._..__..._. _................................................._....... .,.- •^R ON BLADES>8'-3",ONE CO)1/3 SPAN AND ONF AT 2/3 SPAN FROM BOTTOM LOCKING DETAILS FOR i d OF BLADE,TYPICAL,FOR LOCKING CEN I ER MATES .USE(11 BRASS PUSH LOCK u um, OR(1)5/16-18 TMUMB SHUTTERS,A BRASS PUSH I..00K 23 SHOWN ON RANDOM SCREW t O FI.4RCAO 0 MAY BE:SuBST:iUTED.WHEN USE WITIa OcrTAiLS _ - LL sQ6 IN5F:RT 37 AT 1/3 SPAN .............._...._........._..___......__.... .. - .... TF. TO TO AN PROM ,......- LENT FOR THUMB 3)29 AS EW MAY RC:C FINING A �_••''_ ;SEEEND a,Lb Oc/0 �� o c s BOT TOM OF SE4UT'(F.'R. HOLE FOR'THUMB SCREW MAY BE'//16" ' irk .. T/ / cx USING 3/8'0 MAX WID'fII.UF'...I DO... 30 .„......._. .....73.... >rd�L{ !...0 RECEIVING HOI.0 SHALE.BE LU 1"FICIGHT. Ce USE APPROPRIA'IF. Zm' \\ P$� 5 L 40 STARTER STRIP 70 I _ G 73 __.. 1`BID(2.77 B2 708" ,� ~_ PROVID: CLOSURE FO E_ 23 •••.• 82 gq_ E 40 BUILDING CONDITIONS.• c q o �'- 3 (INSIDE) 32 so �a0 ! 3 v g ; ..,._._.. I_...... 2'BIG(3.7-) - i �0 22 e" FASTEN STARTER 8 ALTERNATE END ..... STRIP TO TRACK W/I ! bL^S �2i7+ 3^Blo a.77 62 86" _.„--•�-.!-. (. DG.�,nII., %N10x1"SCREWS g 73 I mrlrx� ""0 ( B SCALE-3"=V-0" AT CORNER STRIP Q q� !HAND-TIGHTEN ONLY n 0" ANY TRACK S jRS�s� I ALT.BIO 72 102 W/SCREW BOSSES. i ' 82 0 6" (') I SILL I � 112 81" B V) to 3 I 1 7 13 ANGLE 62 B3" EXISTING GLASS O 0.093" USE 11)BRASS PUSH 6 8 In�oN USE(1)BRASS PUSH LOCK--- (INS w•••' 0 s I E LOCK , �R W INTO uI� F'^ OR(1)5/16-18 READ } PHREA S REW INTO 30 73 oo G SCREW I 0 THREADED IL,ti n THREADED INSERT 3 2'x3" 45 139" NS2/3 37 AT 1/3 SPAN LL 7 0 AT 1/3 SPAN 10 2/3-' - 70 2/3 AN FRO,Mr i I1 •� SPAN FROM BOTTOM OF-� OUTSII?E •125" 52 123" .._tvD4" .... _•• <e€ x0 SHUTTER.REC"IVING 1 ( ) ANGLE •- 5 FIOI.[SHALL BE 3/8" 23 ! ._......___..._„_.._.....-_...._..._....._.,... I 60 20" _ ...�_.`�_ _�._.....-.._...._-.._._..�._..._.....- •' A� _._. 5kk __-....�_.._... e0 B07TOM OF MAX WIDTH,UP TO 640 716 •_..-^•'^^ S!2=Y E I:F:IGH?. ____-- _ __ 4 _ L _ _ u rYPlr,AL. ouTSwt CORNER CLOSURE. - - 62 30` _. ........ . .... g CC1 ,...;.7A!1............................................7..,.............,................... nrici 129 ��311° S DE. A...S WO/CORNER I DST ,,.:•. ..... so 125 ~13. !✓-"3s ..„ 3 ;..._.... NIS ri...; i. I70PIPKMRWKLBFMAA00 PE 13 \ 70 116" 3215 13 23 (Oli' 31DE ZO-26156 5 73 114' SCALE. -•USE I1)BOX LUCK AT 1/3........................._.............,......................,............,................„_.......,..................... FOR GRATER SPANS OR LOADS I PAGE DESCRIPTION'. "" �" THAN SNDWN IN END STRIP SPAN TO 2/3 SPAN FROM E SCHEDULE,END STRIPS REQUIRE A BOTTOM OF S;-IUTTER IYICAI INS DF: CORNF..i2 Ct.OSI:R(: 1'X1-.Q91r CUP ANGLE MID SPAN m` � nN�aons AN"EDC"u°ea"i:i/4 TEc941 r CC2 DrTAii..S WO/CORNS9R POST o 3UR SCREW OR 1/4-20 BOLT70 END NHUL_TIP(.ci SHU'I'T:R ASSE:NlBLY( _...._._......_................._....,......................_....._.. ,'S, Nis �� STRIP, SEAL 3"= i 'a i iI �I FRANK BENNARDO,PE PEA 0096549 CAA9965 ALUM. .TUBE 2 FASTENERS 6063-T6 ALLOY C2'CONNECTION TYPE E ACbI AN[iLE - -••- SEE ;AB),jtig,FOR SIZE. - �ii �\ RP,I°ERF,NCF.ANCHOR EXISTING r SCHL"FOR MAX, STRUCTURE - SPACING_...,,........_,.. I r. 1"x 2"x 1/8" / ,•• .•'..•••-�" -t \ SCHEDULE,OR MAX ..,,;• X�+• MACHINP:d OR 2"x 2"x 7/B" -L._..,,-.� '"`::::_.N.":. ..... `I REFERENCE tANCHOR I "1/' ®�.�"_. (TYP.TOP&B0.1, R7 AvuA i � _......„."_." "o W/NUT 12 D.C.I , ALUM ANGLE ;; 3 1t14 SMS(al 6"O.0 - ttt 71 3/16"0 "il'-TI=3�- 13 p M] 1.0 l �N ALUM. ° i 4� '••t POP RIVETS ..... } I n I 4 11,­... _ 4. 1/4•• , n I W I 1 _... 1 ALTERNATE TIiRU BOLT I �- ,. ...... y ,[N Y"F�'iJ..•-•' Q iti ui u TI{RE'<412 SMS, . 3/VETO ALUM PUP ,,,,�^^'C1 CONN CE,AN TYPE - /� ,,0,,,_„„,,,, .,•,,,,„,,,,,,,,,,, , u o J a 17 RIVET OR!!12 SMS REF4RENCE ANCHOR m]_ ORl°1O� ^G ,1 W LLLnm EVECO 18"O.C.(TYP.! I SPACyGE FOR MAX. � J OR ��_ i -z� p .Q $a 2'k2'xl/B" 3"x3'x1 B'° ' "'" 1',I""""�... ! OR FO iEs a i I Q -�� `- MAY USE MALE OR 1{ I I I FOR AiOR NIN. w O O 19 wi m PSF NoB/0 NO Bf� FEMALE LOCK-SLAT) I I••I / ( ..•......•.TO GAAS9N I a N UJ �ry� w f3P IBB' ! '� GLASS ODOR pL • .. ..... "Ilaa/l •7 mL9 13 L - _.. z u Uj 13 c fit �::::.- _ _:....J ..__.�..._ v1 _! 3 rL., _._..........O_"........ 72 124' v9 CC3 TYPICAL. CORNER CL:OSURF DETAILS �•\ ,� �� M•-••- a-n� ca ..._82 ........119"". ......17Y........". N I S \ E w Ltl w ....._._.......... ........ -i ..,.TOWABLE S•..:, A( �` ' Q h 92 114" 365• ALL PAN 102 llU' 160' .......................................................".:....,..,.....,.. SCHEDULE FOR _ f _ (��{OR 6 DR _Izo__........__-.....-...............:......_......... TABLE B(Ec4) ALTERNATE:THRU BOLT eUILODUT MOUNT _� \�0R �Iw I. 109^ 147• ..............................•.,,......................................... CS CONN4-CTtON TYPE (DETAIL F) u i�n.. 14 ...._�, .. ..,..,................................,,. PRESSURE VS ALLOWABLE LENGTH - ..._.. u -._'��� .;o....,.._._-! I i n 97• 131' REFERENCE ANCI•IDR _ ,.,,.._.__._ ...,., MAX - MAX 200 BB• 314" � PxrTH-9" 3"x3'kl/8" SCHEDULE FOR MAX. SHUTTER DESIGN ` ,/[,••MAX.FR PIN' m m ..............................T........_.,.._._._......__....... PSF -WITH JO WITH. /0 SPAN PRESSURE CI CONNI:CTION TYPE_ ...1•• _» ,. .._._,...._.................."_...,,,,...............,......._T GUTD4 10 t3US' 'NG" o REFERENCE ANCHOR _ ,m w 62 f 1131- 166• 1251N. /-30.1 PSF SCIIF.DULE FOR MAX I T"-- WASHER lTYfi * "Ln :0.J.n _ .. _...._.....__......_.. 121IN. t/-31.1 PSF, SPACING :G �' I .,..n..W,�..._.. for _..uT...... . .,. m •• ••- - •�- -• S181N. +!•31.9 PSF ,, 02 � 301' 14T I I 4N4x3/4"SMS(nl 9"O.C. �� G a' ._..92.......,_"_.95" _..,., 339 I151N. ♦/•32.7 PSF L U F-p, ¢o 1121N. +/•33.6PSF -• „ L / ANGLE TO TUBE CONNECTION O ..................__......._............ T:,XISTING. f 0.5* H. 102 90' 132• "x 2"x 125" I' 1101N. /34.2 PSF ; CONCRR IF EMBED. 6063-16 ALUM.IUBE i Off§ m 120 83' 122" 1071N, +/-35.2 PSF -m: z „,,.„_.,...�.,._...._...w...,:,,...._,._."•..._....__ 1 BLOCK OR -.....CS CONNECTION TYPE "� Y 150 79• 109• 205IN, +/735.9 PSF :WOOD FRAMING .¢O__�,_,,.....,...._..._.,.....__.,,........_.._._. REFERENCE ANCHOR �? :•200 ....... SO11N. +/•373 PSF it)w 1-1/2-MIN.FOR CONCRE IE. . ._.............. SPACING p OR BLOCK ANO 3/4••MIN. 991N. +/•3B.D PSF 3 g FOR WOOD '_"_"'_" ""_.""'- Cb ALT(;RNAT_ BUILD OUT.NOUN L S' 10; `95IN. %39.6 PSF r ' _ 921N. N-00.9 PSF _.„....:-_..._.. .__...._...!......_ ...}' ...FASTENER(ol 1B"O.C. ................._............... i SCALE:3.._1.-0.. ..._........_....... t ry I (USE ANY ANCHOR'SHOWN 891N. H•423... i IN ANCHOR SCHEDULE)...........•. 861N.,• %43.8'PSF .P... ...... .._... ♦-05 4 P5F ... •... 831N. 1 } .a I Ir B11N. F/-465 PSF {lII\\\ I \ !/• 761N. +/-009 PSF _ 13 nI Y E r '�' Y...�1 `✓/..... -" 741N. +/509 PSF 41-523 PSF I I ALUMfi�UB"e�TYP. Iv..e .. 70IN. {/55.4PSF APPLICABLE.......................................... Qi:l fi SMS 18' 011 YP.I 3/76"m ALUM PUP ..�,..,,, ,_ T ,,,,I,rj11•.•' 701N 1 AND OR BOTTOM I X o S g 721N 1/4-20 NUT&00LT 17 -. „„ , Q T }w " F;;, 3/16 RIVET OR a12AT TOP e SELUM�TFBa�y IS D.C.(TYP.) 2..x 5"z 1/B" g 2 5C66 DU S l-57.OPSF W`,,n m 2"x 3"x)'e"x i/2"MIN...2"OR 3" ° g RIVET OR P12 SMS S u a 11063 T6 ALLOY f 1 o: CONTINUOUS OR 2"x n I 2 FASTENERS x CONTINUOUS „{ w FOR FOd HN o .' rA `OR SIZE. `II� .;,, - 59'ARA10N' 'J UI 2"x)'e x CONTINUOUS _ u �..L... .... - 1.- ..� .,a� .175' e ' EACH ANGLE ALUMINUM ANGLE ' $I 0 6061 T6 A "' "" --- m 1"x 2"x.093"-� (•^•- _ OPT - ANGLE --•- , I IONAI.ANGLE. IN DE I �J�Nw,i �m 6063-T6 ALUM. :'3=••":-)I ��� 11'IREE 3/16"m ALUM. „ LUMINUM �1;• , I �' � � ANG:[.IYP 7 II o POP RIVETS OR 17 ORII!NTA TION TYP. GLASS z C 17 :=F31•a:Y•T•• THREl:a12 SMS.TYP. -j_..._-.I,.___......___....__,-_._... �. ._........__.17.. OR DOOR OIL �1 777 1 GLASS __ I� ' ° A 1• x 2"x t/8' •.:1F.: __ -• :._..__��._.._ ...._fir_::._::.::.::L^::.:::•�: ._ u�^ A E FASTENED TO 2" 0.9'MIN.THICK 6-T o � T+ --- •-• -•"-• - ¢................ GLEXISTING 3 KSI - ALUM TRACK FAi' U NED OR 2"x 2"x 1/8" :__.__._ -__-,._....-,_.___. .._...__ 4p j 13 :x..._ _-crn::n:....__.._.__.... ...... .. ...._..........._._............. "•". - N CONCRETE HOST TO ANGLE WITH; /4-20I ALUM.ANGLE ..........".... .«........."".......... ........ (J "' '" �"' C^r w STRUCTURE WITH MACHINE SERE A7 3-1 BFMN(LBDdUADOPE USE MALE OR FEMALE o JJJ ' 'Li N 'WE " DEWALT ULTRACONS FROM ENDS AN 9.O. . .............._........ ........... ......13.:..... .........." y LOCK-SLAT) ""' "' „ .'i'! 5 6 C4 CC�hFC 0 OR MILLENIUM MILLFAST FOR THE . m � . R,;FERENCE.ANCHOR ( 2�-26156 t3 r..:•••• •• -- SCItEDUL:'FOR MAX..W.TB:C ULTRACOTE)AT 3" 2=1/2"MIN.T---- 'I BETE SCALE• _5PACING FROM ENDS AND 4"O.C. EXISTING CON e72 x 1/2"GALvnwzrD OL'ISIDE ,• ,,,, FOR BALANCE WITH 19Y H0575TRUCT� E(30 0 !.!AGE DFscIUPTfoN: OR 5.5.SMS.3/16"N ALUM. ( , MIN EMBEDMENT AND 2%' .............................................._PSLMIN).,_..,•..••{L,.,.•.,„ .. E CCU 4YJiCAL"CORN:_R C(ASURC. Di'..TAIl,S POP RIVET.OR 1/4-70-............. SID(t. CLOSURE OPTIONS - rSF.C.TABLE C.FOR MAX SPAN AND PR SSUR S� ;ov9,4 . ................................................................................. .."._._........__...__......................,.... ....................EXIST;NGICONLRL:T E. STAGGERED WIT 3N EDGE A MIN. N'S MACHINE BOLT 8 NUT SCALI' 3" 1'-0' CT 18•'0 C BLOCK OR WOOD FRAMING SPACING,TYP. . rull_r�,ouT Mt�urv.r I cf NSID: Sll.,.. MOUNT SF-Ci!ON. O SCAL;: N'S i 0 �r r5• ° � SCALE:3",1•-0": I II I� i FRANK BENNARDO,PE CS CONNECTION TYPE: PEa 0046549 CAME 7 w REFERENCE FANCHOR -EXISTING i SCHEDULE OR MAX STRUCTURE i''\ SPACING^ ^- / b• GLASS C110 0. '- - ' Ir.IJ a _5"MAX. FY. >• GLASS '„'••'•""^M•-„• •••- tw •• C1 CONNECTION TYPE .. •••••• 1/4-20 MACHINE BOLT •I ) OR DOOR.._............ _.... /�,.......... ._ w O T`h- „w, ... F w m OR DOOR----•- n w,_u m PREFERENCE ANCHOR W/NUT @ 12"0: OR •sue%J a z SEE DESIGN vi l �'tt SCHEDULE FOR MAX. , 19� N1t SMS @ 6"O �,ov •^•••0'''1 u,O SPACIN:,.._,.._..............._ :: SEE_DESIGN 13 :r.b1 Q o OR FOR MI 13 ] IN (TYP,TOP&BOI ATOM) fI1 r ... X N N fM FOR MIN. x i•I-/O N'w ^::_-z�••••• .� i IJ N 1CK NU THRU BOLT W/ 'OR SCHEDULES N. Q•:K uI 1112 x 1/2"SMS 12"O,C. SEPARATION Vl(7"- 'J i 7 t0 GLASS X Z. O, ,,,,,o x LOCK NUT @ 12"D.C.OR SEPARATION L I..I"- @ Q 4,YL a Q 1q F �,.• �q 11I Pt x 12 z 1/2"SMS @ 12"O.C.E.5 ID OR 3/16"0 ALUM.POP ///��� /� ....__.._._,_. TO GLASS LT i a RIVETS 6"0 C. OR 1/4"0 - -- Z-�IU F- p IA �ORIe10Rf d-------4' -f W rn O=[nsu OR 3/1 C-) ALUM.POP ..,,. 2:I•• @ A"y °J o �16� uJ O o-t RIVETS @ 6"D.C. K.S. x ALUM.POP RIVETS @ 12"O.C. _.. 1Q OR LLN W i rrnn In uJ OR 1/t••m ALUM.POP RIVETS / ..?r-• -k.y_.._•.....N 11 AND 2O _.._...._e..��: .- �W O U gbx @ 12"OX E S ........................... ........ ' .....;;.:�_........... r... � SEE DESIGN L. _.,.".-.._.. .. ? 1/2"TYP....0 U 15L"'"'f 0 I�US 1 NG N w m .... Wj 6 m !O9 AND OO ' _ GUIDE".TO"BUB-I!NG ASSEMBLY,_. .. .... .W L. s ..... WASidF.R(T'YP.) �+ ...FOf?FAOR;ON, 13 In q0 o¢m' i 1/4"MAX FROM PIN _ •�•• r........ I In yy .c �....:...... 2 7, S L \ � ASSEMBLY—. ---_... `"'-'^ WASHER(TYP.) to D Y a � / 1/2" A. 1/2^TYP. EXISTING CONCRETE, £ •••-C4 CONNCC'tION TYPE OR DOOR-•-•-1�GLASS TO CLASS _ ..,,�__,, w J u1W p`• ^' BLOCK OR WOOD FRAMING - I" ._ ..,.__......, X w Z m I uz "m' I , REFERENCF ANCHOR Q �S „� C3 CONNECTION St n wt EDGESCklEOUREFEREN EFFORT MAX. SPACINGCHOR - •-C4 CONNF_'C(ION TYf'C NDIARAMSN PG SHOWN101 I J N~ f0 Ww a / DI57 SPACING AS SHOWN REFERENCE ANEMOR ? - ~ SCrIE GULF FOR MAX. r= i 3 CONNECTION TYPE IN DIAGRAM ON PG.10) 11 t REFERENCE.ANCHOR SPACING.ALT.FASTENER p 11I N. OR 6 R .. ! REFSC ERER'E.AN MAX, EXISTING CONCRETE, LOCATION.FRONT AND w t BLOCK OR WOOD E•RAMINC BACK ANC EfO RS NOT REO'Di 777..- 1/4" X OM IN uni SPACING ALi FASTENER 'S�7 u. WITFI THIS LOCATION. 7_." i.. „..) -`••-• n o / '�SI''Nl LOCATION.FRONT AND Cl CONNECTION TYPE '•••-• --- „- GUIDE TO B SF11N MAX.PROM BACK ANCHORS NOT RFO'D O INSIDE MOUNT SECTION RCFCRENCt ANCI•fORc:✓� WASHER ITS P.) PIN GUIDE TO WITI•I THIS LOCATION 13 SCHEDULE,FOR MAX. 19 T„.--- - SCALE:3:'=1._0.. I SPACING-..__._,,.,.._._,__. ! y C6�-•••J. .rBUSH NG WASHER O INSIUG,,MOUNT Sr`C LION C5 CONNECTION TYPE I Tg t Ir/N^ HOR ITYP.) A .... . ............._..,_..�„.-........ •HEDULE OR MAX. and ' SCALE,3"=P-0" I )- SCHEDULE FOR MAX p c ._.........-_..__.._......._..„__._ ...__..__.__........ ___......_....:..._..._..._...__.._ F.XIS TING CONCRET L'. ..•. SPACING 1 n, ¢NOTE•i'OR DETAILS A.B D ANO E ON THIS SI1EE'r I rn mTW� / THE.BASE TRACK MAY E. INSTALLED IN SECTIONS BLOCK OR WOOD FRAMING EMBED. �yCT m Wf'rl•I 1/4"GAPS.PROVIDED THAT EACH SECTION IiAS a+" TYh BDTTOM� A MINIMUM OF TWO SETS OF ANCHORS AND IS A CD BUILD OU i MOUNT SECTION ?m of L..,................._,...-.... MINIMUM OF 12"LONG.THE SILL S COILCD TRACK EXISTING CONCRE TE, SCA_F:3 USED WITH THE BASE TRACK MUST BIE CONTINUOUS BLOCK WOOD FRAMING OVER 7?1E GAPS BETW[:E:N SECTIONS, w DR W E t:• ............ ._.. _...... ._........__......_..-....._..._-...,._...__._-___.....- ...-.__EXISTING i 3c ul W EXISTING CONCRETE,._._..........._.._-. -- -- TRUCTURE S •� 3 • 3LOCK OR WOOD FRAMING EDCC IS'I Emarn. •••••••-Cl CONNECTION TYPE .......... EFLONNECTIONCTY E C2 CONNECTION TYPE W/EXTR SION y2 y ot_.-. W/EX: 7, SIGN Q7 ----- REFERENCE ANCHOR ml FO E, SCHEDULE FORMAX. REF RENCE?ANCHOR a F.MBEO. g SC :. SPACING FOR MAX. s..-._ ..-_.:. ," .✓�._S 6 SPACING SCH O E FOR MAX. SPACING AS St1DWN ..........:... ... .. SPACING 2 IN DIAGRAM ON PG.10) r 1416 ._......, ,,,..9 _ Lci 1 LA I w ' O _ CL �. GLASS m I-Jm 1/ CC OR DOD " SEC OE9GN 13 I F- :C p 0 _ _ 2 w %112 x 1/2"SMS @ 12" SOLIEWLES ]. I^.! w - C n 6' F-w FOR FOR MTV, I 1 Z u `.E DESGR _n JJ O.C.OR 3/16"0 ALUM. --..- ! I w CIIEDULES .- S g ..-.-.__....... w w F- SEPARATION L.o 0 u _ 13 F S I 3 r w]>K POP RIVETS @ 6"O.C. T,Qy,AS�$_, X o Z m GLASS OR FOR FOR -__..fir__. .. � •In I i 9 F-VlIa-�O OR ALUM.POP fY Q r'LZ 'I� 12 1 a SE(:DESIGN In a ¢ DOOR-----•J(_ TO CLASS In w g GLASS SO1F•DULES FOR -13 7 yt S r- RIVE'r5 @ 12"D.C. £ ouN I Ilil Z Q,�m u I .__ .... ,..7_u € m OR ODOR•'-^•� O p IA u - _w.� SEPARAt10N TO .__- p m .. .F? --C:� 1/4-2.0 S.S.MACHINE �'--'^SASS c u,C Q¢ - u f ff fI'� ••�o a I- 7 AND 0 1/4'1 MAX.FROM PIN SCREW a NUT I Lu O O ....._... .. ........................ 11 @ u In ASSEMBLY L-1/2'• 1/2" GUfOE TO 3US0NG12"O.C.-......._.......,_......._._. ._._. F.. 'F;P. W ASh4FR(TYP'.) w• .,,.,� ................. 3C I j1/4"MAX.FROM PIN m l - p N _n..sn, - 1/4",MAX.FR M P; y .-..... ..._........_._. y( L.__.___.._�. S•r ` •••"C4 CONNEC110N TYPE I" n• -1....:: 1i2•' O GUIDE TO 3US?ING �R I C „_ Q LiUIDC TO BU5111(�„C, _- w a WASHER(TYP) _ REFERENCE ANCHOR WASHER(TY. I �jj Co S a 5 6S EDGE ! a�S6RR e •.EXISTING CONCRETE„ DISC. SCHEDULE FOR MAX. . C2 CONNE"CT:ON TYPE: W EXTR ON �2 PI£ m BLOCK OR WOOD EXISTING CONCRE.T., -'"-`•" •'•••'- SPACING AS SHOWN 'J' •• $ CONNECTION TYPE' W/EXTR ION 1 WPYRNiRFHA4(L6FNNM00 PE 1 FRAMING BLOCK OR WOOD FRAMING- 4 CONNE•:CTION TYPE. IN DIAGRAM ON PG,10) RGFF:RENC+_ANCHOR i 20-26156 © OR - REFERENCE.ANCHOR SCI•IEDUI_E FOR MAX. 3"x 3"x 1/4"CONT. �i1 4 CONNECTION TYPE H12 x 1/2"SMS @ 12" SCHEDULE FOR MAX, SPACING sCALE: 6063-16 ALUM.ANGLE RFFE%if_NCE ANCHOR 0•C.OI1 3/16"0 ALUM. SPACING.AE,T.FASTENER EXISTING CONCRETE. PAGE DESCRIPTION: IMAY BE REVERSED 0/ SCHEDULE FOR MAX. POP RIVETS @ 6"O.0 LOCATION.FRON I;AND BLOCK OR WOOD FRAMING ; +:• `•-�" SPACING OR 1/40 ALUM.P BACK ANCI•IORS NOT REO'D AS SHOWN DASHFD)•....•••......•••"•......•• QP^•• WI7I•I f1115 LOCATION 9 v - RIV°'ES @ 12"D.0 Op WAI..L•,�AOUNT SE:C7fON r, CE:IE,ING, INSIDE: N,OUNT Se.C710N WAI!_ BUiL.D OUT — s' SCALY:3.:_V-,:............ SCALY:•3..=..11_..0,. - ...._...... O_......... . ... ... ........................................................ O .-. i i I FRANK SENNANDO,PE PEN 0046549 CA19BSS SEE DESIGN SCHEDULES LL EXISTING i wP'N"�e;� GLASS FOR FOR MIN.SEPARATION -' Z m V1 STRUCTURE ALT.LEG DIRECTION 1/4-20 �'"' 11 -"TO,CLASS132 d - jtt 000R --•• MACHINE A ❑❑ av _ 12)6063-T6 ALUMINUM 0•o iI ^ ••• ANGLES PER BEAM END, 0012"W C OR w •• u I SIZE PER SPAN TUBE Ca O, F-ufwil ❑ 1/4"0 AEI. I SCHEDULE •••^•••• tt14 x 3/4" '•`•^' CI _ ,IC)Q Z Q POINTS SOLID "• SMS 6"D.C. •-•-•••^••^ •••-- 'I SPAN TUBE SCHEDULE):U.Q - 0 SETT ANCHORS rp 47p N u,d -f WITH 7/8"MIN.•••••• - `".}, SPAN TUBE NUMB - VN' 'N to Z EMBE'.DMENT IN •_• -• 7•L-��•�• - - -PER DESIGN ALLOWABLETUBE NUMBEROF MIMMU NGLE X 0 CONCRETE CH ` /�^T TUBE SHUTTER SPAN - THRU-BOLTS ANCHORPER LE m W m $_ - ••^•••^^^- I a-r 0: `1 _ ACCESS HOI_El SCHEDULE - ' EI-w 11 to BLOCK.3"MIN .�• SIZE SPAN ANGLEN' Q ��_ 'U t7 I" w SPACING ANO _ LL Z 1^ - ❑ DISTANCE.IN DGE .... ••••••^^•• - TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP OTTO' W u _ ..,... y y 'L' X - �' TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBEr W .. J - -.� 1 N RiO I ,.. ......"7n� Q ` a fl' Z 60' 123.0' 1352' 2 2 2 3 4' 7' Z O W='' .,_. `y 5 6 .....! O TcSY z�. w UQ.� .. I I1 �...,,.... _ u ..F. .^_..."0{.;_.......^._.. ❑ 0.125" ......'�...... 89.B'.....^94.0_..^ ._..Z.,.._ ^,...2..._. __3... ..,.3_.... .._7 _ za m Z 3"MIN. 1).16 "•_ -•. ❑O 0 m ,•- `•A•-�•• ED.015T. w �6,x 60' 729.1 157.0' 2 2 2 3 4' T �N O Gw '_T DESIGN SDICOULES FOR FOR_ 13 %4 z O 01P5. 96- 114.8' 124,1- 2 2 3 3 7' 11 7" 1 •+ -,�Z o I rv-I-' 1/4"MAX.FROM PIN GUIDE, A J. 123'. 1028' 109.6" 2 2 4 4 70' 11 1Lr I W u W 'Z"w TO BUSHING WASHER ITYP.) GLASS D S MR.SEPARATION 10 0.A55 4 d "" ..•.... ......................................................_,,,... w 60' 130.0" 196.8' 2 2 3 3 _ 7- 7' MIT at V u7i TTT{{{---- ..� �.A I ..TWO 1/4"0 WOOD OOR--{I vl tom 7a6'Y -.. .. .. _ ._ �...._....... ILI (I 1/4"0 T'FfRU BOLTS 0125. O6" 122T..,....155.7•_.. ....Z_. .....2"... ....._.3.... _.....4... ....r..... 110- W LAG SCREWS(o124" ,=�Q - 123"_ 1154 137.5" 2 3 4 5 10' II 13' I" """"•' " O.0 MAX,WITH 2" '- SEE-'.BEAM .-t C T I-IREADED PENETRAI ION 3"MIN. -I SCIICDULE FOR 2� i 2yt0Y �� 158.1' 240.0' 2 2 3 4 T I 10' I "T"INTO CENTER OF STUDS E0.DIST }-.... EQUIRED NUMBER p I 0.1875' �" 140.5 229.9' 2 3 4 6 10' 16" I '?"""""""' -^^--•••^••^�°.Ii V 123- 1322- 203.1' 3 4 5 7 13' I IV I .r EMB."T' 114 SMS Cnl MIDSPAN BETWF•EN ••---•- I•••.' 1416 •'MAX.FROM PIN G_U10_1: SPAN TUBE SCHEDULE NOTES: - ^ LL STUDS FOR TRACK 1.0 1"x 4" '" T.... .__...,. ro 8u51Hnb wn51 m PLYWOOD 8. TUBE CONNECTION 114"0 AI.I. ••••-•-•....-.•••••••-••• 1.) 1: x x "A G FOR ^ S tUCC0 rIN1511--• POINTS SOLID I • "� ���-- I:-R IY 2. USE 2"xS"x14"ANGLES FOR 2"x8"&2'x010'BEAMS. m '^I �_,_ 3, USE BEAM SCHEDULE FOR DEEAILJ. 6 x 4"x ALL SET ANCfi01i5lSPAN TUBE PER DESIGN' 4 TOP&BOTTOOnM1BEAMS M(E B USED TOOGETHER OR IN 6063-T6 ALl1M T118E WITI)7/8"MIN.�- -•F- •H' S H U EDEMBI:OMFNTIN I -:.. - C ED LE COMBINATI RH OT R CONNECR N DETAILS.WHERE US.. ......._......_ _..............__...... .. a -.. .._._a TOGETH BES M M MUST BE LIMBED TO TOP BEAM SPANS: T h1I5 DE7 AIL TOBE USED WHEN STUD SPACING CONCRETE OR ''"""'BLOCK,3"MIN "- 1/4-20 ACHING BOLT 5. S AN TU AY BE USED IN A MID-SPAN CONDITION WITH F c MAXALI.OWABLE ANCHOR SPACING. - : ; M SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. 0a' a SPACING AND 3" I� (2)6063-T6 ALUMINUM W/NUT(d 12"D.0 7 m MIN IiDGC 1" ANGLf:S PF:R BEAM LINO, OR 014 x 3/4"SMS Cal TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, O WALL;,-MOU�'f SECTION TINS DETAIL MAY DISTANCE. SIZE.PER SPAN TUBE 6"O.C. ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN SCALE:3"=1'-0'• ALSO B. USED I" SCHEDULE M OF THE SPANS ABOVE AND BELOW THE BEAM.EXISTING ?m B Z AS THE SU a 6. LAP BEAMS ARE NOT ALLOWED. v u m ..-�•�-•��P STRUCTURE -F ALT.LEG DIRECTION ACCESS HOLE 7• ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. � �m f o g _ EMBED. = r o MAX.DESIGN LOAD=: 72 PSF1 .E 3 OR DOOR Ir O 13!"AM SPAN 1-CTION a' 5 c 3 I-GLASS w c SCALE::3"- V-0" 7 SEE DESIGN SCf:EOULES ' O �+ FOR FOR MIN.3 SEPARATION- TO GLASS I 13 r.......". = EXISTING WOOD 5 N ' X Q TRUSS OR RAFTER 1/2.t..y..........3.......... 1/2" a Col 24"MAX.O.C.-^.......... f 1-1/2'1_�/2'Y w EXISTING FINISH ......... • f/••! H Ei 5 6 MATERIAL I i I{h�-\��i•�� F� _ ■ ...0..............,+�,.. .............. a......._. .`-I-„ I 1 / f f, r v ,4 .. '�I l .I r / ..'..�,_._. t om•'.._'.:a, ' n^g 5�e _...... ...,....___- - I ----i�••. 1/4"MAX.FROM PIN GUIDE I t- .I p jT o _ '� '� TO BUSHING WASHER ITYP.) 1"x 4' x 1/8"6063-T6 !'rr -rl l ix w 1 " `5 3�e I I 'g q ALUM.TUBE W/TIiRI:E Q Js 1/4"'I ILE(TYP.1 !�. •I^�'""•a ,t 2 6� -- ..�--FI 1/4"B WOOD LAG u o3c NISH MATERIAL ' I NpTE J SCREWS TWITH.HREADED 2-3/4" r� 'r� pLTE��� 11/I f MINIMUM Tii RE ADED T'\ = 3/4..pLYW00D ' < •-J ��� SZ 52 "'- 1/4"0 n325 GRADETIIRU DOLT(ol 7"D.C. PENETR "T"IN WOOD Call 1( OR 5/16"0 A325 GRADE THRU BOLT Cal 12"O.0 FACT-[RAFTER OF TRUSS 1.W - �'� �+ ■ ! GALV OR S.S. 2/."O.C.MAX.WHERE I 1 5 6 TUBE EXTENDS BEYOND C -........ 1/4"0 Ii L.CO ULTRACON TO CONCRETE/EMU LAST TRUSS MORE TFi A1N\ f_.-...-.0 I...........................(:• u e S 5"O.C.W/1-1/411 M:N.EMB. 6", EXTFNO TUBE TO 2"x 5"x 1/8"6063-T6 OR 1//,"0 LAG SCRF.'W 9"O.0 W/1-7/B'• NEXT TRUSS. \ r•im ALUM.ANG;-E W/7NREE i.i @ tuw•..- �` n S MIN.EMB. IN WOOD SC=0.42.TO 0.55 f-w:I❑a 1/4"0 WOOD LAG m R e $ .`- ; H m N 0 o SCREWS WITH 2-3/4" IbPYNYMFAA4LLBETN1N100 1/4-20 S.S.MACHINE SCREW(al T ••••13 0.)e- MINIMUM THREADED I EXISTING CONCRETE, 12"O.C.IN BETWEEN TRUSSES r/.ut�I HOI.I.OW BLOCK OR WITH 1/2"0 ACCESS HOLE ON L N to 9 m� PENET R."'F"IN WOOD Z�'261 JrEl .8 WOOD FRAMING.SEI' .............2"x 5"x 1/8"CONT. BACKSIDE OF TUBE'OR tt 14 SMS yFy Q Z'CCd,Za EAUI RAFTER OF TRU S, SCALE: - c ANCHOR SU{p•')_gA51_O .... ALUM.ANGLE(5063-T6) C.)6"O.0 MAX IN BETWEEN 4 O E ON'F YPC OT STTRUCTURC i 2�I 0 H 24"O.C.MAX.WHERE ' PAGE DESCRIPTION: E I w ANGLE EXTENDS BEYOND .. ., _ LAST TRUSS MORE. TITAN ' ` .._,..../�,...._ 1Q -• (MAX.DESIGN LOAD_72 P.S.F.) •• 6 LX,_NC ANGI,F. TO SASS '1i•iRLI ')f PAIL I....._'........... ......... ) NFXT IRuss. R t I - "" (MAX.Dc51GN LOAD a 72 P.S.".) I S O sEnl.r:"3.-_..._'a::.... .......^... TRUSS MOUNT SECTION O o - ' I - I FRANK BENNARDO,PE : PER 0046549 CA89885 DOORS OR z0 j_ G1.A55 OR C i .......•.._.L."..._..__.......W.__..i...._........... cvu•• ; .-.....,p.o 0. DOOR 1 SEE DESIGN-' `-�/"' - - •--__..._ u' ' SCII!:DULES FOR ¢¢!9 T ( SEE DESIGN '�'".'"_. __''• L. ...-•..... . .T:•.:_ [OR MIN. 1•t 0.T, SC!!EDLIES FOR w1-;� - """ !- "" 1 SEPARATION 10 1- in FOR'MIN. tn 2 m I 7 I_ m. SEPARATION TO .( tY •N a ... I .Ll ~M I.........:C,ASS...... a z _.........G!.ASS......_ 4 x i i 8 N lu y D h I..7.. .....::- L.. ..................�..,...1.,.... ��JJ Illw UIU mLn 0 z�Im M W X 1 i j M x �N........... W w. o _ 73 g�:um M -aUu "a 13 x v z J RADIUS NF.A E"R MOUNTED w>u " zo N Z 7~ a a a PARTIAL ELE.VA[ION � �a u�A I, f �Iril 28 ..n. SCALE 3 �t._a ............ Z. pa'Cm S2 ............... ,, i €, - EXISTING rcry O t9w .... .:.. STRUCTURL w 750'I'RDM PIN ° w^ � 25o FROM PIN Ci I 3 r 19 CLIDF TO BOTTOM VIDE TO BOTTOM- EXISTING FINISH - E I: N w` w OF WASHER ....... T.I m 1/4"MAX F M w r -.., OF WASHER MAT ERIAL.-•••••--•--- � �L IN 0 C' C6 CONNECTION TYPE GUiOC TO�f�U$rilNt;••••• m -t/4"0 TAPCON" MIN 0 j - - =.. O a tr O.C.WI I'll 1-1/4" MIN. /m SCHEDULE ANCHOR S@JQCUT IN I,INTERVALS � -I-- WASHER(TYP) .` , EMBED T - ( SCPIE pUL'c FOR MAX. TO FORM,{0E(SEE yr "-" /l;, .UIS� SPACING DETAIL Pt P FOR ADDITIONAL \ t:X15-fiNG CONCRETE'OR EXISTING HOST STRUCTURE INFO). TYP.TOP S BOTTOM---•-••=•---•-••/ ,1a-�---••• w =c yLOCK ONLY.WOOD FASTENER(d EACH 4"CUT . • - ,�EIS�F:4 ^RAMING&WOOD ANCHORS SEF ANCHOR SCHEOULFi BASED R NOQ ACCEPTABLE ON CS CONNECTION TYPE ID 'ata rn em m;: DIS'f. VERIFY ANCHOR SPACING \ N �FCORAiIV..f;l_OOR.....I:RACK...DfTAIL ISACCEPTABLr. -....W-W...-.....__.____ ne p� p O REC SSSILL DETAIL \ O scALe.3 =i-D L.........W___._._. e e�e e �o� W�t _ ..... _. 13 SCALC:3"=1'-0" I DIY Z 01 O001 ��Ot G bNVVNV >� - O17 1...�...E'> .� owe wNam 1/4"MAX FROM_.._./....i....._ , o �.'a:::'s::::'e.-� ....._=._._...... O� �..._ _.. I u t ,M_....__ a U mm PIN GUIDE TO J n •.. t/4"MAX FROM P'N GUIDE. zT 5 ' r---"1 EXISTING ..... 1,..C1._. _.._. J ....._....._........_.__......_.-._._... ' -...•..• I STRUCTURE .,,.11/2.._...-.._J11I77A��, ,�•��. 70 B07 TOM OF WASFIER(TYP.) � - (TYP.) . """" 1/4-20 MACHINE BOLT E n -T-......... _ DUSTING WASHER ` -••'P._ \) W V5 7 / —//�•••- W/NUT(nl 2"O.C. ARM A7 INTERVALS T r •-• EXISTING FINIS:•! 1 ORM CURVE(SEE Our AIL Pt 1. @ c MATERIAL•- - t CONNECTION TYPE c r` d ................. BOTTOM RF-FF.RCNCE ANCHOR a - SCPic'OULE FOR MAX. E SPACING(FASTENER n ' (0)EACH 4"PIECE E OP CURVED.,;rRACK.,,SEC ION.,DETAIL .. . �� . 'e r•xr•xt/e"a r•xz•'xve'• 6pp ll 6063-T6 ALUM.ANULL Ca1T TO 1"xt"x1/B"&1"x2"K1/8" - MATCH AND PR OVFDE.SUPPORT _ 6063-T6 ALUM.ANGLE CUT TO M. fill � K OF CU'SHUTTER_XTRUSIONS MA TCI.1 AND PROVIDE SUPPORT u) _ FRO, AND BACK.WHERE' � � @g gg FRONT OF=X'TRUSION IS _ OF CUT S:'IUTT'E'R EXTRUSIONS IDi $ o CON 1'IN000S REINFORCEMENT FRONT AND BACK.WHERE o IS NOT REQUIRED FRONT OF EXTRUSION IS -. - P2 ' CONTINUOUS NOT REINFORCEMENTRERUI Pi a � L. ..1 �p N �0� y o c \........19 TI N .._.. 1 t 2 �/ .. ._..... p G o i3L�g�• APPROVED MOUNTING !� o '` / a a o e °;MB C.ONDFION,MIN.OF TWO PER r'MB. - 16I.N: PIECE APPROVED MOUNTING Ct)PffUGGFAAN(LBEMUJWPE - PI- CONDITION.NDITION.MIN.OF TWO PER _ -r' i i,. -APPROVED FASTENER AND "r' APPROVED F MINR AND I 20-26156 y SPACING WI•FI A MINIMUM OF SPACING WITH A A MINIMUM OF SCALE: PIECE g FWD FASTt:NF:RS rtiR CU: TWO FASTENfiRS PER CUTPAGE DESCRIPTION: ' C _... ...... ...,..... E IYP. SECTION FOR SHUTTERS TYP. AIJERNATi. SECTION FOR SHUTTERS �'- rP1 ......................_....._......................................._ P2 _........_... 94 JSCA_E!a = I D. _......................................... JSCALE: 3 '1'-0' — O a� ANCHOR SCHEDULE: CONCRETE PE#FRANK BENNARDO,8Pr 5 ............ ................................... ON6549 CAN98 2 x 5 TYP t 2 x S OF)OUTSIDE 2.5"MIN EDGE DISTANCE ANCH R(SEE SPACING b Spans U To 6'-0" SECTION X) Spans Up To 8'-S" Spans Up To 134" LOAD CONN TYPE CONN TYPE CONN TYPE 0 rTW TAPCON OR DEWAL: 48 16.0"16.0"16.0"10.5" 0 ANCHOR (Psf) Cl C2 C3 C4 C5 C6 Cl C2 I C3 I C4 C5 C6 Cl C2. C3 C4 CS C6 L6E 16.2j� 10.0--116.0"13.0"15.5"16.0" 6.5" 6.0"19.5"19.01, :........... 62 ILE 16.� 12:2 14.5"16.0"16.0" ...........•..... ........... r' 11 12:�. 16!2 ULTRACON WITH 1-3/4' 0 8.0" 7.0"113.0"10.0"11.01,10.0" 5.0" 4.0" 6.0"17.0" 0 0 72 16.0"16.0"110.0"1 9.5"116.0"12.5" OR(Z)i4EACER SILL EMBED(3192psi MIN 15.5"16.0" 6.5" 6.0"19.5" 9.0" 9.0" 8.0" 4.0" 5.0" 6.0" �T 1 1.0 ri CONC) ,S YJ INSIDE 1 6.0" l.. .S R 4.0" 4 .6.0" 7.5" 6.0" 136 LANCE ANCII R(SEI:SPACING Z 0' S-13" 7.5" 6.0" 20_LO 7.5" 6.0 SECTION X).6.4 116. 16.0"16.0"116.0"16.0"11.0 14.5" 6.5" 6.0" 9.0., 93.1 a: TWMILUENIUM MILUFAST ED 16.0 10.5"16.0"14.0"114.5 1,ju WITH 1-3/4'EMBED(3275ps1-r2 16.0- "116.0"1 W oM on -I�EjjjE 12.0 15.5 116!g, 16.0" 8.0" 7 0" 12.0 11.01,10.01, 9.0 5.0 4.0 5.5" 7.5' uj CONCRETE) 16.0"10.5" 9.5"116.0" 3.5 14 14.5" 6.5" 4 MIN 72 T6.0- 6.0" 9.0" 9.5" 8.5" 7.0"- .0" 4.5" 6.5" NO'lr-., "S"INDICATES ANCHOR SCIII'DULE SPACING.(31.1 6.01. S.S., 8.0- 9.0.:. Z WLU u 0". 7.p:' 4.0" 4_5"E6 -5- SPACING DIAGRAM'FOR Cl CON'NECTION TYPE: 0 > 200 6.* 'Is. a 6:' 5 5.5" 6.5" S.S" I .. 48-16.0"16.0"16.0"16.0"16.0"116.0"116.0"16.0"16.0"15.0 20"16.0"16.0"16.0"10.0" 12.5"14.0" 1/4-DEWALT CRETEFLEX Cl CONNECTION TYPE USING PIECE(3)OR IS) 1 16 W 1 0., SS4 W/2'EMBED(3350PS] 62 A6!E!6E 16.0"16.0"116.0"116.0"116.13"Y6.0"12.0"10.5"16.0"16.0"14.5"11.V 7.0" 6,5­1 8.01,111.01, o MIN CONC) 72 16.0"26.0"15.5" .0.. u ILI - A�% 6,60.". 2.5"14.0"12.0"10.5" 6 5.0"1 6.5"19.5" rL 9.0" 10.0 8.0 5.0 tn '4.0" 5.0' 8.01, 110 16.0"16.0" S�.V 3 1 .0 11 COMBINATION .0" S.O" 8.0" 8-0"� 5.0" 4.0" 5.0" COMBINATION T4 IN N LUuj a I"MIN EDGE DISTANCE 10 COMBINATION %D ......................... .............1/4-ITW TAPCON OR DEWAL: Cl 1 C2 C3 C4 CS C6 Cl C2 C3 I C4 I C5 C6 Cl C2 .. .................6..... ULTRACON WITH 1-3/4- - I C3 C4 CS C6 EMBED(3192psl MIN CONC) 48 16.0"116.0" 7.5'. 7.5" 6.0"16.0" 5.0"14.5"116.0" 5.51, 15.01,15.51, 9.51, ' 6.13"16.0" 12.5" 4.0" 10.5" 9.5" 6.0" 2 �6!6 18 BED(3192ps1 MIN CONC)' 62 16.0"160' 5.5" 16:0 72 16.0"16.0" 4.5" (D 1.0" 7.S" 4.1"_ 110 ILE 14.0 7 7.5" 4.1 .0"I'll", 6.0' _9'.0" 6.0" 7.0' 6.01 200 7.0" /4"MILLENIUM MILUFAST 13.0" 1 16.0" 16.01, 9.51, �L.�::.j 4_5"14.0" 241 NOTE "S"INDICATES ANCHOR SC LHEDULE SPACING. u. ..i_.F11A.1 9.1.1 1.01.WITH 1-3/4-EMBED(3275ps1 62 16.0"26.F 8.5" i6.0"10.5"'14.0"IS.O.' 4.5" HINHCONCRETE) 72 16.0"16.0 75 7.0" -lf6-.0- 9.51, 11.51,11.51, 7.0" 6.5 77- SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: 2 -i-10-TO.-F - C3 CONNFCTiON TYPE USING PIECE 0 WITH cul-siEjF. 6.0" 6.0"' 6 S" 5.5" 4. 1.1" 4.1" ANCHORS ONLY a @ 200 5.5""Us__L40 1� 5*5" 4'51............. _- 4.5" - C CONNECTION TYPE USING PIECE Na '0'A -i.5 1 . ...... 04 (a),OR @ WITH u UISIDE ANCHORS ONLY 12 z 1/4"ALL-POINTS SOLID-SET 1-1/4-MIN EDGE DISTANCE =G1 CC m ou ANCHOR W/7/8 Cl C2 C3 C4 CS C6 Cl C ANCHOR NOTES: EMBED 2 1 C3 C4 C6 Cl C2, C3 I C4 I C5 I C6 IIZ5 009 1 S 5" 16.0" S.S., 1 !9 1 OU .16 1/4-20 SS MACHINE R. 48 16.0"16.0" 9.5 16.0' 7.0" 10.5"11.0"13.5"1 3.5"1 6.5"14.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING _12 1 15 -1 S.S" 7.5" 7.0 4 3.51, 6.0'16 7. 5-16.1 .1 4:21 111; 4.W' 9.0" *S" 1 :0 ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 11.0" 3. 3.5" 6.5" 4.1"' 5 30 1 3.0" E. (3000psi MIN CONC) - 7.V LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1).7i2 6.0'16 5.5" 16.0"16.0 FO.S.55 0"" '1 51. 5 S! . 2. 1.+0 1170 J0.6.10 3.5 i.0- .0. s 3.0"�3.O 40 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, 200 .0 4. ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR ALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER G 114"ALL-POINTS SOUD-SET 3"MIN EDGE DISTANCE RAN OR EQUAL TO SHUTTER SPAN. ANCHOR W/7/8'EMBED& Cl I C2 I C3 I C4 I CS C6 I Cl I C2 I ca I r4 I rr I rA I Cl I ri I r% I rA C5 C6 m 114-20 SS MACHINE SCREW 48 16.2"16 0"16 0" 16 0"16.0"16.."16:2 11.0"12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 60 0 3.0 6.0-16.0 IN 16.0" 8.5" 7.5" 16:2.:;Il 10:2 (3000psl MIN CONC) 62 1 - 6.0"16.0"ll 0 19. 12.5"11.5" 6.0" 5.5" -7.0" 9Z' 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 72 16.0 116.0"113.0"112.0"116.0"16.0"16.0"16.0'. 8.5" 7.r"' A, os, 5.51. 8.0 BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER _110- ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE g -.91!M!!AlK 0,S'.'.2, 5.0" 4.5" 5.5"18.0' 18.5"17.0" 4.0" 6.5" CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 7.0"T I I CONNECTION TYPE. 1/4-DEWALT SS DROP-IN 2-5/8"MIN EDGE DISTANCE W/114-20 SS BOLT AND Cl C2 I C3 C4 CS C6 Cl C2 C3 C4 S5 C6 Cl C2 C3 C4 CS C6 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 6 1'EMBED(3000ps1 MIN 'f8 16.0 16.0"16.0"16.0"10.0"19.5"116.0"13.0"12.0"12.5" 6.0" ONLY. s!M v ct CONC) 13 160.. 7.5" 1.0" 16.0 14.5' 7.5 �.5 10.01,10.51, 8.5" 8.011 7.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 6.0 5 .5 72 16.0"116.0"! 16.0"12.S" 12 IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 6 0. .5 17.5" 9.0" 7.0" 6.0" 6.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER T, . FINISHES. T 1/4-DEWALT SS DROP-IN 3-1/Z-MIN EDGE DISTANCE 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS; W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS C6 Cl C2 C3 I C4 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ACE,UATE WOOD FRAMING si 5! a I% CS C6 Cl C2 C3 C4 CS C6 MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR I"EMBED(3000ps1 MIN 6.0"16.0"16.0"116.0"116.0"116.0"16.0"16.0" 16.0"114.0"113.0"113.0" 6.5" 5.5" 8.0" 9.5" SIDE CLOSURE PIECES. 6 9 0;' 8.01, CONC) 62 16.0"16.0" L2. 16.0"16.0" 8.0"17.0 10.5"11.0" 5.0- 7.5" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER 72 _T5.5' 8.011 6.1-. I I 1. 9 9.5 7!5; 6.5" ."116.0"113.5"5§5 5 13.0"13.0" 6.5 g6.5 SHALL BE LOCATED IN CENTER OF NOMINAL 21 x 4"(MIN. WOOD UTUD.3/4" 72 0. V Dc=. '.5" u 0. 6.0"15.5"17.0"19.0- 7.5- 6.5" 1.5" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. G SCREWS SHALL 11 2.0' 11.5- HAVE PHILLIPS PAN HEAD OR HEX HEAD. 20. 1 Tr x/m/m/07mm"mm ... F'n--- 60" S.511 2"MIN EDGE DISTANCE 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2-ENGAGEMENT OF THREADS IN #12 SMS W/2'EYEWALL Cl I C2 I C3 L4_ CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 0WVRGffFRk8LBEWMWPl ARMOR INSERT W/2"EMBED 4B - HEAD(SIDEWALK BOLT),U.C.N. (200 16.0"16.0"13.0"13.0"160 135 16.0"160 80 7.5" 160 9.5" 14.5"15.0" 5.0" 4.5" 9.0" 6.1" OPS1 MIN CONC) 62 ILE 16.0" 9.5- 9.0" 16.0"10.5"16.0" - 20-26156 16.0" 6.0" 5.5" 12.5" 7.5" 10.5" 9.5" 3.S" 3.5" 5.5" 5.0" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. I SCALE: �S, 72 ILE ILE 8.0" 7.5" 16.0" 9.5" 14.5"15.0" 5.0" 4.5" 9.0" 6.511 8.5" 7.51' 3.0"S 4.5" 4.5" DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 110 13.5"13.5"75'_70' aa- 6.5- 8.5" 7.0"' 0- 4. PAGE DESCRIPTION: ...................... NUT OR WASHER WINGNUT. 200 7.01, 5.51, 3.5" 3.5" 7.0" 5.5" 3.5';' 3.5"' 1 912 SMS W1 2.75-EYEWALL 48 I6.EI6.EI6.EI6.EI6.E16.0"16.0"16.0"11.5"11.0"16.0"14.0"16.0"16.D" 7.0" 6.5" 11.5" 9.5 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. ARMOR INSERT W/2.5 62 16.0"16.0"13.5"13.0"16.0"15.5"16.0"16.0" 8.5" 8.0" 16.0"11.0"13.5"12.0" S.5" 4.5" 7.5" 7.5" 11. WHEN ANCHORING TO HOLLOW BLOCK,SCIS DRILLS SHOULD NOT BE USED TO EMBED(2000ps1 MIN CONC) _72_160 160 11.0"10.5" 6.0"13.5"16.0"16.0"70" 6.5" 11.5" 9.5" 11.0" 9.5' 4.5" 4.0-1 6.0" 6.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL 110 16.0"16.0" .6'..0 9...0 CONCRETE SCREWS TO HOLL6w BLOCK. 200 9.0 7.53.�;'*l 3 1 .5"1.3.5" 3.0"1 4.5"1 S..O" 9.0"1 7.5" 3.5" 3.V 4.5- 5.0- 12. ALL MILLENIUM MILLFAST CONCRETE SCREWS SHALL HAVE T&C ULTRACCITE. .0 0 Spans - Spans Up To 6'.G" Spans Up To 8'-W' Spans Up To 13'.0" CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE 11 m�immEl�mQ�lmmm®� Cl MIN CONC) �mm0�000mmmmmm©0mmm©®0mmmmm0mmm®m0 0mmmmmmmmloomm mm%///%%//%mum mmmm mmmmsommm X . ®�%///%%///��, � . , %///,%/////.%//%i%/////.®® '////%i%////1///%i%////®®[�®®' �''////%ice® %/////'%/// • I ��"^ - CONN TYPE 1-1/4'EMBED m%///%///i%//// ///////////.Q/%i%/////.'�////%i%///%%//%'mmo%//%%////%///%%////®®%////%///%%////.'////%i%/////.U//%%////�////%i%///%%//%i!///%%//%%//// ��/// %YZ//, //.'/////%%////.'%//%%/////:%//%%/ %//%%////'%//%%///%%////.%///%%///%///%%///%/ /////%%//%%///'U//O,%////%/////.%//// %///® m%////:"'////%i%////®mmmmmME/4mFEEmm%//%'/////%///// ED WA ME F® %//%%///%%////.�l///%i%/////.%///%///%%//%i®m%/////:"%///ImIm9m%//%%E,V/////.'�U///i%/////.ram////%i%/////.%//// H MEN ANCHOR W/I-I/ EMBED %////% %///i %Irl//// 9m0am 00 i/%Vial/MlW ia/ia/WERV//iV00/0ME �mm©mmmmmmmmmmmmmm©m®mm©mmmmmm© �/��� ��/ii �ai� � /ia:�/iVa/U/iiiia/. /ai/iia10aaiaa/ii i//.ai�/ai�Uaii i/�Uai//�F////, i�U//.m®iai ela/.aa lm®rim;Via i/ ®ViaiWINYa/ 1-3/4"EMBED mmm©mmmm3"MIN EDGE DISTANCE mmmmmmm©©m©®m EDGE DISTANCE 3-1/8-MIN EDGE DISTANCE mm©mmm �mm©m©mmmmmmm©mmm©mmmmm©mmmmmm© mmm®EEC®®%////W,ff,m%/�%///%%//%%/////.%/////.mmmmm®®�®®®®%//%%/////,%///// %//// r///i'///////.'%/////V/////.'%///'/////%%///mmu00mm0mm%/ONW/i0aFm%///%%//%/////% iai i//.Via i//;Vai iai;Via i/V/i ia/ /i//ii/i/%V///i /VVaiiV/i 11 it �I FRANK BENNARDO,PE PEA 009fi549 CA099.885 Oy'ILI Iti'q t� N OO,T a ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT. ANCHOR SCHEDULE: WOOD (G=0.55) [EEO w�1 N80 _........_........._............................_.............._............,.............I..............._...... ... ........................................................._..._...__�..._....."...............L 314"MIN EDGE DISTANCE tla I I Tim LL sg vi uJ 2"MIN EDGE DISTANCE C Spans.UR To 6'-0,', Spans Up To 8;;8;; Spans Up,7p_i'-0" W O W 2 p n Soaps Up To 610" SAan5 Up To 8'-B" Soaps Uo To 13'-0" G LOAD CONN TYPE CNN TYPE CD"NN T(F I Z c LOAD OR ANCHOR (Psf) q_ O 2 C3 i-0 5 QW C4 CS Cl C IInn f� ril CONN TYPE CONN TYPE CONN TYPE x rA � Cl C2 C3 C4 C$ Cl C2 C3 l.1 u, o ANCHOR (p5Q x Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 1/4'LAG SCREW WITH 1-3(4 4@,,,I6,0"I6.0"I3.5"11.5"16,0"16.0 16,0" 7.5" 7.0" 16.0"I6.0 16.0 4,5 S" 15.0" L a z ........_...,...,......"..w ._._.,...._...... .m..".".....M....._.. ..._..., a 1/4'DEWALT TAPPER+W/ 48 15.5"15.5" 6.5" 6.5" 15.5"10.5"30.5" 4,0" 4.0" 30.5" 6.0" fi.0" MIN THREAD PENETRATION 62 16.0"16.0" 8.5" 8.5" 16.0"16.0"16.0" 5.5" 5.5" 16.0"16.0"15.5" 3.5" �5"• 9.5" W W 00 N-1 6 w µ+ 1-1/4'EMBED 62 12.0"12.0" 4.5" 4.5" 12.0" 7.5" 8.0" 5.0" 4.5" 4.0" 72 16.0"16.0" 7.0" 7.0" 16.0"16.0"16.0" 4.5" 4.5" I5.0"14.0"12.5" 3.0" 0" 7:5" u"'I W-mz 55 z _72 10.51,10.5.: q.0" 9.0" 6.0" 6.0" �k���1ltt�l� 110 16.0"16.0" 4.5" 4.0" 13.5"14.0"12.0" 3.0" 2.5" 7.5" 11.5" 9.5" 2.5" 0" 6:0" N e w 200 11.5" 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.5" '0" 6.0" off W (I:::.S3�.T✓ O O tyal 200 uv'i 7/16'WOOD BUSHING WITH 48 16.0"16.0" 9.5" .2 Al 16.0"13.0"13.0" S.5" 5.0" 13.0" 7.5" 7.5" W ^ 3 m t12 SMS W/2'EYEWALL 48 16.0"16.0" 8.5" 8.5" 16.0"13.0"13.0. 5.0" 5.0" 12.5" 7.5" 7.5" 3.0" 3.0" 4.5" 0 1.13'MIN EMBED&1/4-20: 62 14. ,14.5" 6.5" 6.0" 14.5" 9.5" 10.0" 4.0" 3.5" 6.5" 5.5" 5.0" 2.5" L-0" 3.0' ' d O ARMOR INSERT W(1-1(4" 62 14.5"14.5" fi.0" 6.0" 14.5" 9.5 30.0" 4.0" 3.5" 6.0" 5.0" q.5" 3.0'• °O. SS MACHINE SCREW 72 12.5"12.5" 5.5" 5.0" 11.0" 7.5" 7.5" 3.5" 3.0" 4.5" 4.5" 3.5" 2.0" 2:0" v EMBED 72 12.5"12.5" 5.0" 4.5" 11.0" 7.5" 7.5" 3.0" 3.0" 4.5" 4.5" 3.5" o � p I 110 7.0" 7A" 3.0" 2.5" 4.0" 4.0" 3.5" 2.0" 2.0" 3,5" 3.0" 110 7.0" 7.0" 3.0" 4.0" 4.0" 3.5" 3.5" 3.0" 200 3.5" 3.0" 3.5 3.0" 3.5" 3.0" r! 200 3.5" 3,0 3.5" 3.0" 3.5" 3.0" 3 TOR SMS,114 WOOD TTAPPER+E 48 16.0"16.0"13.0"13.0"16.0"16.0"16.0" 8.5" 8.0" 16.0"I6.0"16.0" 5.0" 910" 12.0" u m WITH 1-3/4'MIN THREAD fit 1b.0"16.0" 9.5" 9.5" 16,0"16.0"16.0" 6.0"• 6.0 16.0"13.5"12.5" 4.0" 315"•7•}5;:, m ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRA770N 72 16.0"16.0" 6:u'Y :5" 36.0"ifi:0"Sfi.U" 5.0 9-0" 12.f1"11.5"10.0" 9.5" "0' 6.0" Ii1 110 16iwavmvmwl� .0"16.0" 5.0" 4.5" 10.5"11.0" 9.5" 3.0" 3.0" 6.0" 90' 7.5" 2.5" •:5" 415" 4"MIN EDGE DISTANCE 200 9.0" 7.5" 2.5" 2.5" 4.S- 9.0" 7.5 2.5 2.5 4.5' 9.0 7.5" 2.5" 15" 415" +w 1'�i s K m L' O G Spa,Os Up To_6;;0;; man@,Ugjo,B';8"„ Sppns Up•To 13;-0" I �N�� Q m 4 LOAD CONN TYPE CONN TYPE CONN TYPE ANCHOR (pso Cl Cz C3 ca cs Cl Cz c3 ca cs cl c2 c3 ca c5 ANCHOR SCHEDULE: WOOD (G=0.42) : .....................................................•...,.......................,..........:.......................... .,,........•....._..............• � 5/16'ITW TAPCON XL W/ 48 16.0"16.0"I6.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"30.5" 9.5" 15.5" _ 2-114"MIN.EMBED fit 16.0"16,0"16,0"16.0"16.0"I6,0"16.0"12.5"11.5"16.0"I6.0"16.0" 8.0" 7.0" 10.0 314"MIN EDGE DISTANCE91 I O zm`' 2 72 16.0"16,0"16.0"35.5"16.0"16.0"16,0"30.5" 9.5" 15.5"14.5"12.5" 6.5" 5.5" 8.0" Cf Span Up To 6'-0" Soaps Uo To 8'-8" S ans U To m : 130 16.0"16.0"10.0" 9.0" 14.0"14,5"12.5" 6.5" 5.5" 7.5" 12.0"10.0" 5.5" 4.5" 6.0" rn� LOAD CONK TYPE CONN TYPE CONK il• z O ANCHOR (psn �-V- t`; W 200 12.0"10.0" 5.5" 4.5" 6,0" 12.0"30.0" 5.5" 4.5 6.0" 12.0"10.0" 5.5" 4.5" 6.0" x Cl C2 C3 C4 CS CS C2 C3 C4 CS Cl C2 C3 4 CS j 5/16"DEWALT ULTRACON 48 16.0"16,0"13.5"13.5"16.0"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 9.5" 6.0" 1/4"LAG SCREW WITH 1-3/4' 48 16.0"16.0" 9.0" 9.0" 16.0"16,0"I6.0" 6.0" 5.5" 16.0"16.0"16.0" 3,5" 315" 10.0" o g 4' m W/2-1/4'MIN.EMBED 62 16.0"1fi.0" 9.5" 8.5" 16.0"12.0"12.5., 5.5" 5.0" 8.0. fi.5" 6.0" MIN THREAD PENETRATION 52 16.0"16.0" 6.5" 6.5" 16.0"16.0"16.0" 4.5" 4.0" 13.5"11.5"30.s" 2.5" 15" 610" $ v $ 72 16.0"16.0" 7.5" 7.0" 14.0" 9.5" 9.5' 6.0" 5.5" v 72 16.0"16.0" 5.5" 5.5" 16.0"16.0"16.0" 3.5" 3.5" 10.0" 9.5" 8.0" 2.5" 2!0" 510" g O1- 110 8.5" 8.5" 5.0" 110 15.0"14.5" 3.5" 3.0" 9.0" 9,0" 8.0,'_ 2.0" 2.0" 5.0" 7.5" 6.0" 2.0" d Lin u " 200 200 7.5" 6.0" 2.0" 4.0 7.5 6.0" 2.0" 4.0" 7.5"1 6:0" 2.0" 4 00. 2"MIN EDGE DISTANCE C14 SMS,*14 WOOD SCRE 48 16.0"No'. 9.5" 9.5 16.0"36.0"16.0" 6.0" 5.5" 16.0"11.0"11.5" 3.5" ::5" 710" o OR 1/4"DEWALT TAPPER+ 62 16:0"16.0" 7.0" 6.5" 16.0"14.0 15.0" 4.5"- 4.0" 9.5" 8.0"17.0" 2.5" "5" 4.5�' Cl C2 C3 C4 CS Cl C2 C3 C4 CS CI-I C2 C3 C4 CS O WITH 1-314"MIN THREAD! '-"- '- •""' @ Y.12 SMS W/2"EYEWALL 48 16.0"16.0"30.5"10.5"16.0"16.0"I6.0" 6.5 6.5" 16,0"32.5"12.5" 4.0" 3.5" 7.5" 3 PENETRATION 72 16.0"16.0�5.5 5.5 16.0"11.0"11.5 3.5" 3.5" 7.0" 6.5" 5.5" 2.0" :0" 3�5" E ARMOR INSERT W/2"EMBED 62 16.0"16.0" 7.5" 7.5" 36.0"35.5"16.0" 5.0" 4.5" 10.5" 9,0" 8.0" 3.0" 5A" (�1➢I00Rg1011pT I10 10.5"50.0" 3.5" 3.0" 6.0" 6.5" 5.5" 2.0" 2.0" 3.5" 5.0" 4.5" 2.0" 2l5" 72 16.0"16.0" 6.5.. 6.0" 16.0"12.5"12.5" 4.0" 3.5 7.5 7.0 6.5 4.0" 200 5.0" 4.5" 2.0" 2.5" 5.0 4.5 2.0" 2.5" 5.0" 4.5" 2.0" 215" o 110 I1.5"11.5" 4.0" 3.5" 7.0" 7.0" 6.0" 3.5 6.0" 5;0" - __..._..-__ u n - _-yak ANCHOR NOTES:SEE SHEET' i. WPlIUWBFlWV(LBDaWIDOPF I! 10 FOR ANCHOR NOTES. 20-26156 t..........._._._........................................... suLE: 55 P_AGE DESCRIPTION: 3 tI p E 119I 0 N v I� ROUND WINDOW FRANK e6 9 CAO.PE PEA OD454 CAe9885 ' ASSEMBLY i 1 EDGE OF ACCORDION 12"MIN FROM SHUTTER BLADES EDGE OF SHUTTER, -EDGE OF ACCORDION 0.125"-I ...."�..... ...........'.,.,.... ............... TOP OR BOTTOM SHUTTER BLADES •1 0.032" •'� 0.125" 0.032' -- I ° �O Aum 8p. Na g 45 y i Epp ......:...:.:..::........................ i ' o ^p K i L 3.5"MN, .. .w->U= z 2.875 I "0 HOLE TO RECEIVE ROUND .WINDOW ASSEMBLY TYPIC ._:.,.. .... L RE m zOC , -- W J 02.875 {r 0.188" O W•� _ " 2.875"0 HOLE(TO RECEIVE 03.250 - (," t? ROUND WINDOW ASSEMBLY) .3A W w MAXIMUM OF 3 WINDOWS LIGHT—N-VIEW WINDOW PER EVERY OTHER BLADE i ADO SABIC PLASTICS SLX1431T-UL-94HB ROUND WINDOW 2 LIGHT—N—VIEW WINDOW ASSEMBLY - inn 13 N.T.S. - EXTERIOR ELEV N wig m 12"MIN FROM -- \\` EDGE OF SHUTTER, EDGE OF ACCORDION `^ TOP OR BOTTOM SHUTTER BLADES v.�._.., I. .�. ,.....I... RECTANGULAR WINDOW ASSEMBLY I Za u • ...............t 1 BLADE W/ ROUND WINDOW f ! - • w EDGE O ACCORDION 13 - N.T.S. EXTERIOR ELEV SHUTTER BLADES T....•.•_.•.2.210"--^••-•i T............ ....._....._.......J.:_...._._...._. •ry� ...._.-....... ..._ .... II _ I 0.145•-.....� 1.210^�......10.145" o i ••--{{� j ..................t. oo j 3.$"MIN.1... ( Cl f7 (:I ............................ ,..................., TYPICAL ..........I��. .... _?:� .1.�...._ �:�...._ ..... �° o � . • w ._...:.........._:......_........._;. ( 1.500"x.6.000"HOLE(TO }� RECEIVE RECTANGULAR m ........�...................... H t - � • '- c WINDOW ASSEMBLY E -1......_.._.�_... .. .........__ : o - _ �i' - 1.500'x 6.000"HOLE(TO RECEIVE w, AXIMUM OF 3 WINDOWS M ry 161' o � ! ,RECTANGULAR WINDOW ASSEMBLY) I -{ PER EVERY OTHER BLADE- .093 - ��I!,020' 3 RECTANGULAR WINDOW !D 3$ sp E � o O O � o .�..... I ii g I o 0 0..��.— 0 13 N.T.S. EXTERIOR ELEV i j' W Woq 6 ' ^ 8m1 i I_.._........_.) 0.500 .500 o . �. " ..... o " o g.� I C 3.5"MIN.y..............�. ....f......._._.._ RECTANGULAR WINDOW - ry - RECTANGULAR WINDOW NOTES: a S TYPICAL �....1 p l"'--`7" -ASSEMBLY A ,. II (EXT.) 145' 1. THE RECTANGULAR WINDOW SHOWN 1N g ! s ' j� S/13 IS MADE FROM GE XL10 LEXAN WITH i p I 0.355" O •^•---•-� /�i17 0.075•MINIMUM THICKNESS. ICI ,,__••„f•,• �_,__� (I 2. FRAME FOR RECTANGULAR WINDOW MAY ! j n t 0.145"T••' -` •.••- -�w o i / BE NYLON 6 OR POLYCARBONATE WITH A o a a' I 1 j "' MINIMUM THICKNESS OF 0.161".ATTACH rtFR.LvcL6QauaDOP• ....................._ i ...... _ , TO BLADE WITH 6)#4 SS SCREWS OR 20-26156 i jC ^ •-••:•�.1.856"•••••.... j-0.177" .355' BOLTS WITH NUTS. ; ( I. ....... SCALE: A••••• SECTION.A-A f PAGE DESCRIPTION. .....................v.................... E �� BLADE-W/ RECT. WINDOW s RECTANGULAR WINDOW Ira .13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR'ELEv ^ S: i _LvnSS) e - I i FRANK 6ENNARDO,PE ACCORDION SHUTTER SYSTEM aaoa bees ��_ ALTERNATEI MOUNTING . OPTION b`'t { .................................................................................................'...................................................:......................... .. ...........................,.............,_.........................,........ 5 1 . _....._.._.._.,...1___ I __L_ ._ f � 1 _� -", { DESIGN SCHEDULES ! le.�.� MAX. . ..........................................................................._............................».......,......»......._... _._........._._m.._........................._..._........ .. SLAT OPTION 1 OPTION 2 SPAN -..........................._... ..._....�..........". I .....___..._......... ..__._,.,..( _ ANGLES 6063 T6.::_ .::_::......,._........... ......,,,,_._.................. _.. ................-Q........y _......._.,o,......_.._.____,._._,____._.{,� 1 2x3x0;25 ANGLE fi06376 � 2 2x3x0.12& L. x O (2)ANCHORS-••- _I O NOMINAL NOMINAL UJ W LL su ALLOWABLE DESIGNi ALLOWABLE DESIGN [[• W�. ,PER SIDE,SEE PRESSURE PRESSURE �J,�� O ui DETAIL 3114 ' "13 WIDTH LLN " TH TM --••- =•.- POSITIVE 0) NEGATIVE(-) POSITIVE(i) NEGATIVE(-) W L(J o x }......:. ....:............................... .......................... .... ................._. i 42. 151 psf 200 psf 42• 80 psf 173 psf w W U � ,,,, ,,,,,,,,,,, NOMINAL WIDTH PER SCHEDULE ............................... 0�ncL r> z u� 1 TYPICAL ELEVATION (OPTION 1) 45" 116 psf 177 psf 45" 69 psf 132 psf u� ILm 3 � qg- 116 psf 177 psf, �qg• 61 psf 132 psf Z;y,� � O �w 14 N.T.S. EXTERIOR ELEV 102 psf 147 54 psf 117 sf W W o n J w w �14 51• P Psf 51• P P o"'W,,,�z s ACCORDION SHUTTER SYSTEM 5q• 91 psf 124 psf, S4• 48 psf 305 psf ?� u _......................_............................. ......... ._:....................::...._ .......... .I ......_........_.._...... 1. psf 106 psf 57• 43 psf 85 psf N 82 w 74 sf 91 sf' 39 s I �• 60' P p 60• P Ps b y '(II{ '(III 1 jII a 69" .:.^ ..w... ......._..._....1.....,...�.^,:...�..._•��__...__I_...W.._..._.L._�.�_.. �........�_.... _,..... _,.... 66• 61 psf 78 psf 66, 35 psf 77 psf ~ d 61 psf 68 psf 68• 32 psf 70 psf MAX 69' 56 psf 60 psf^ or 30 psf - 63 psf ..,....,_..........._._.,...,,,.,..•...M._.,,...__,._....._........................._.__....."_-_..._.........,.... ...m_......_...»^_____.._._........,........, 51 psf i2 sf i 27 psf 56 f n - SLAT 72• P P 72" P Psrz SPAN 75" 46 psf 45 psf 75• 25 psf 49 psf m o — — — (2)ANCHORS 78" 41 psf 41 psf' 7e" „23 Psf."^:.._.44 psf O PER SIDE,SEE O B1". 37 pst - 37 psf' 81"' 21 p;f 39 psfy z DETAIL 4/14 NOTE:DESIGN PRESSURES SHOWN IN DESIGN SCHEDULE ARE FOR m .............................................,,..,..................._.»......_.........._.............................,......_.........__..._................................_......._.... DETERM)NING MAXIMUM ALLOWABLE HORIZONTAL SUPPORT ANGLE SPAN. `F~z m 5 .............................................. WIDTH Fp Q o """""""""""""""""" SHUTTER SPANS AND ALLOWABLE LOADS SHALL NOT EXCEED THOSE ,a . �� TYPICAL ELEVATION (OPTION E PERMITTED IN DESIGN SCHEDULES. z $ PER SCHEDULE )E O.R. \m - _._}._ ._____,✓�.._..._..._... SHUTTER SYSTEM. SHUTTER SYSTEM LL CONTINUOUS ANGLE' _ ....:.._ _... ......:_.,.....� .. 2"x3"x0.25"6063-T6 ! 1 2"x3"x0.125"'6063-T6r �J CONTINUOUS ANGLE // r ai SUPPORTING SHUTTER TRACK sy'r I - SUPPORTING SHUTTER TRACK i < tn atn g Y4 LAG SCREW WITH 2";// / g )'4"LAG SCREW WITH 2';,� +' THREAD PENETRATION, / , :n THREAD PENETRATION r w E AND s/"EDGE DISTANCE i; i AND%".EDGE DISTANCE r TO G=0.42 MIN.WOOD,% it I TOG=0.42 MIN.WOOD,' ! ! 222 CENTERED IN LEG OF,� ' , CENTERED IN LEG OF .y" ...)........._.._____....... _ .-_.......,.. 2"x3"x0,25"ANGLE2 x3 x0.25"ANGLE 'i ,j S�^• a G=0.42 MIN.WOOD r G=0.42 MIN.WOOD ' m HOST STRUCTURE< <•:1; 6 nw HOST STRUCTURE r / .....n.. ._2...� u r ..............._. CEILING HEADER i r' LING HEADER _ - - " _ / r ANCHOR NOTE:s"MILLENIUM MILLFAST SCREWS �' 6� -........ .... p /, CEILING T&C ULTRACOTE MAY BE USED IN LIEU OFTHE g l6 5 SCREWS CALLED OUT ON THIS SHEET UTILIZING THE o XY3 t / i i• / 1/4-20 316 SS THRU-BOLT SPACED '1/4.20 316 SS THRU-BOLT n 3 •�'' / r 12" .C.MAX OR#14 316 SMS OR : A' SPACED 12"O.C.MAX OR#14 SAME CRITERIA. ' O ' 3L"LAG SCREW W1TH.2" . SOS SPACED 6"O.C.MAX.FASTENER Y4"LAG SCREW WITH 2"r/ l 316 SMS OR SOS SPACED-6" z B n tl P V THREAD PENETRATION';`; < r' SHALL BE LOCATED 1"FROM ENDS. THREAD PENETRATION /lJ O.C.MAX.FASTENER SHALL BE s;s;_ $ AND 3/f EDGE DISTANCE/ -�/? AND%EDGE DISTANCE LOCATED 1"FROM ENDS. caPmgllFMvcL60aWmOPEI TO G=0.42 MIN.WOOD, �;' TO G=0.42 MIN.WOOD,/ / /// 2"x3"x0.125.6063-T6 20-26156 CENTERED IN LEG OF i.: 2'x3"x0.125"6063-T6 ALUMINUM CENTERED IN LEG OF, _ ANGLE,2"LONG,ONE PER END /•'; CONTINUOUS ANGLE 2"x3•x0.125"ANGLE, ,• /'%`%'' 2"x3"x0.125"ANGLE r'�;, sUtE: OF 2"x3"xO.25"ANGLE. ••'•••••••••i.r•r:•'• SUPPORTING SHUTTER TRACK ; PACE OFscRiPnoN: E TYPICAL END ATTACHMENT TYPICAL END ATTACHMENT 3 s OPTION 1 4 OPTION 2 S14 N.T.S. VERT SECTION 14 N.T.S. VERT SECTION (u y i " it