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HomeMy WebLinkAboutPRODUCT APPROVAL 1/8/2021 Florida Building Code Online Business & Prof6smoal Regulifforl :a BCIS Home S Login User Registration Hot Topics Submit Surcharge Stats&Facts i Publications Contact Us R BC Site Map { Unks { Searchd. 4 b4- Product Approval USER:Public User Product Aooroval Menu>PNduct or&pilc tgn Search>g_Rpiicatwn Llst>Application Detail ((�� `` * FL# FL13757-R7 � 'V b Application Type Revision REVIEWED FOR Code Version 2020 Application Status Approved CODE COMPLIANCE STo LUCIE COUNTY Comments 000 Archived f� Product Manufacturer Town and Country Industries, iio � \ 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)910-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion J 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-0046S49 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By ORLANDO L. BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FLL3757 R7 COI CNOEP123.M Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://www.floridabuilding.org/pr/pr app_ d.aspx?param=wGEV:<QwtDgvgk7yHMuovbmRcEiVwSME98dzDrGlebyZHmSz7dhZgiA%3d°/a3d 1/2 1/8/2021 Florida Building Code Online FL13757 R7 tquiv EQUI�/� 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 ,NLm6er nr N� 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter Syste I Limits of Use Instasiation Instructions Approved for use in HVHZ:Yes FI,I3757 g-7 II DWGi.odf Approved for use out HVHZ:Yes Verified 6y: Frank C. Ben inardo,RE. PE0046549 impact Resistant:Yes Created by Independent Third Party:Yes Destgn Pressuree N/A Evafuat�on Reports Other:See installation drawings for allowable span/pressure EL13757,R7 AE EVALl.pdf combinations and additional limitations of use. Created 6y Inddo.64 entThird Party:Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use instaliatio.n Instructions Appr oved for use in HYHZe Yes FLd'3757 R7 II DUY62;pdf Approvl6d for dse outside HVHZ:Yes Verified By Frank L. Bennardo,P.E. PE0046549 Impact:Reslstant:Yes Created by Independent Third Party:Yes Design Pressre:N/A Evaluat�on:Reports, Other:See Installation drawings for allowable span/pressure h 13757 R7 AE EVAL2.pdf !combinations and additional limitations of use. Created by'Indepenilent 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 Instasiation instructions Approved for use in HVHZ-No FL137S7-R7 It DWG3 pdf ApproV4d for use outside HVHZ:Yes Verified By Frank L. Berlriardo PE-0046549 f Impact.Resistante Yes Created by Independent Third Party:Yes i Design Pressure:+110/=128 Evaiuition.Reports Other:See product drawing for additional information, FLI 757 R7 AE EVAL3.o4f i anchorage,etc. Created by Independent Third Party: Yes Bacf Pte Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copvrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall 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 45S,F.S.must provide the Department with an email address If they have one.The emalis 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: M Fd- E EN 0 Credit Card https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME98dzDrGlebyZHmSz7dhZgiA%3d%3d 2/2 - r / ENGINEFERONO EXPRESS- August 8th,2020 Application Number: FL13757.1-R7 EX Project Number: 20-26156 Product Manufacturer: Town &Country Industries Manufacturer Address: 400 West McNab Road Ft. Lauderdale, FL 33309 Product Name& Description: 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter Sc6pe d valuation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission)Rule Chapter 61G20=3.005, F.A.C.,for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020)and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating ipatao o hiRODUCT-EVALUAT�ON_DO.CIDMEiVTs EX drawing#20-26156 titled"6.8 Accordion Shutter",sheets 1-14, prepared by Engineering Express, signed&sealed by Frank L. Bennardo, P.E.is an integral part of this Evaluation Report. 0 T8ST:REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02 and TAS 202 test standards per test reports)#0353=1102-07(signed and sealed by Vinu J.Abraham, PE) by Hurricane Test Laboratory LLC (HTL)and test report#98-016 (signed by George Dotzler) by Construction Testing Corporation (CTC). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-05 &E1996-05 and TAS 201 &203 test standards per test report(s)#0353-1102-07, #0353-051 M9(signed and sealed by Vinu J.Abraham, PE) by Hurricane Test Laboratory LLC (HTL) and test report#03=024(signed and sealed by Yamii G. Kuri, PE)by Construction Testing Corporation (CTC). o STRUCTURAL,ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Maximum Allowable Spans 2. Maximum Allowable'Design Pressures 3. Minimum Glass Separation 4. Anchor Spacing 5. Anchor Capacity 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM �1IN 17..E R11,N 1 REEF Page 2 of 2 'rDwN se CdUNTRY INDUSTWE:S — G.8 ACCORDION SHUTTER No 33%increase in allowable stress has been used in the design of this product. Separation from glazing is required for use within the HVHZ. Impact ne$ stance; 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 Desistance This product has been designed to resist wind loads as indicated in the span schedule(s)on the Product Evaluation Document(i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document(i.e. engineering drawing). Limitations & Cohdition Of USOA Use of this product shall be in strict accordance with the Product Evaluation Document(i.e. engineering drawing)as noted herein. P,II supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this,product's respective anchor schedule. Host structure conditions which are not accounted for in this-product's respective anchor schedule shall be designed for on a site-specific basis by a registered Professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ). Respectfully, ```,t,4s+121epytgp♦d RaRar��e?: 08112/267S0NA� IIIPII[l!lt Frank Bennardo,PE ENGINEERING ExPREss® #PE0046549 I Cert. Auth. 9885 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 l (866) 396-9999 TEAM@ ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM i !gi a yslgne y- FRANK BENNARDD,6i' PE8. .$� �° �I� ' a�.'�t��. I �i� �� �"Y•� PE/i g046599 CA7f9B Frank Bennardo FOR USE WITHINI AN© QUTSTD.E THE HIVHZ :' Date:2020.08.12 QM' '.. ."" 21:21:11-04'00' - TABLE 1 TABLE 2 TABLE 4 teK a,- ALLOWABLE SPAN.SCHEDULE_ MINIMUM SEPARATION FROM GLASS hiINIMUM:$EPARAYION FR GLASS TABLE'.3 ""-'---- '-- -------- FORUSEWIT141N PHEHVH2 FORUSE,ld9Tffil�YliHVHP ALLOWABLF�SPAN. SEE NOTE 6vELi W oN HVTI HVHZ' MINIMUM.BEPARATION SGi'(Ef)t1LE' >~POSITIVE POSITIVE WIND HVHZ FROM GLASS '. NON-HVHZ MINIMUM SEPARATION I w m c WIND LOAD LOAD WITH NEGATIVE POSITIVE M m L DESIGN WITH CENTERMATES l FROM GLASStf J ui UNIMATE WNDLOAD DESIGN SHUTTER �, POSITIVE I �i`p WIND ALL PRESSURE SPAN: INSTALLAT10N9 jI INSTALLATIONS DESIGN SHUTTER tl3 �i LOAD(PSF) so O 530'ABOVE a30'ABOVE DESIGN P.OSITNEAND INSTALLATIONS INSTALLATIONS I1 wN °o ORO, 8 O MOUNTING (PSF) GRADE j GRADE I. NEOAAVE;WND PRESSURE SPAN 53q'ABOVE >30+ABOVE �y �p = CONDITIONS•' (IN.) LOAD' LOAD ALL (PSF) GRADE GRADE iy, mUju ', OR 37 8 74 ON J i (PSF) MOUNTING (IN.) (IN.) q u.it g<6 E 23.8 �156" 156' 156` 29.3 155" 5.7" 3.5' CONDITIONS" �.�9 i10,�w.�u 3.1" 1.1" 1' a++ 154" _ -60� 3+0��_.. _ 1_1." ( - 50.0 156" 99" 3.1" 1.4" (1(I "N 30.0 147" 156" isw - 99° -3,0" 1.5" 30 c1 W 30 55+0 __ 155" 120" 3.1" 1.9' M cs 35.0 142" 150" 156° 120 3.0" 1.9" ( --60.0� y156" 5.8" 3.5` 45.0 133" 141" 15fi" 156" 5:7" 3.5° I 65.0- 143' 60" 3.1" 1.1" It'p w 45.0 133" 141" 156• _ 60_ __3.0" 1�1" Y1 ��f�?� W 70,0 137` 99" 3.1° 1.5" 1:p w O 50.0 129" 137" 156" 99` 3.8" 1•e" -- - 75.0 133' 108' 3.1' 1.8" -'a`•''' '•f 55.0 126" 134" 155" 108" 3.0" 1.8" - 40 ___80;0_ 128" A0120" 60,0 12V 131" 148' 120° 3.8., 22" i 85:0 125 -- 132" 5.8" 27" 65,0 121" 129" T43• 132" 5.7" 2B" 9.0 21° 1. 5,8" 4,3" 70.0 119" 126"_ 137° 145° 5.1 3.5° 5.0 60" 3.1` 1.7" 75.0 117' 124° ' --133'-•__ H6O" 3,0• 1.1` 1oo0. 115°80.0 112" 118" 121" 1250' 105°, __. 132"� 58431" L�2- 100.085.0 113' 120" 125° 50 3.0' 2.0 _ } 5019D,0 112` 118" 121" 3.0" 2.5° 95.0 110" 117" _ 118° - 137' 5,7" 3.5• 156" 5.8" 52° Q 60' 3.0" 1.2" 125.0! 103' ~o_"• a 109" 115° 115" C, 99" 3'a, 1.B" �•c�n m 110.0 107` 112" 112° 60 135.0' 101" 99" 3.7` 1.8" i -0� 110.0 _ 106" 110" 110" 108" 3.0" 2.2" 135.0` 09" 60 108" 3.1" 21" _z 115.0 105" 107" 107" 131, 5.7" 3:5" 140:0' 95" � v 120.0 104" 105" 105` fi0' 3:0" 1.2" 1450� 92" 120" I 5.5" 5.0" m§ 2. n 1p , 148" d D 125.0 - - 103" 84, 3.0' 1.5" 158,0 _ 89" 130.0 - 101° 99" 3.0" 2.0" 155.0 86" 84" 3.1" 1.5" w 135.0 - - 99' 128" 5.7" 3.5° 180.0. 83° 70 99" i 3.1" 1.9" N 0 140.0 - - 95" 60" 3.0" 1.2° ! 165.0, 81' 120" 3,1" 3.0" y v 145.0 - - 92" 90 84" 3.0" 1.7" 170:0 78" 137" 5.8" 4.6' 150.0 - - 8w 99" 3.0 2,3° I' _775.0_ 76� 68" 3.1` 1.2" r 155.0 - - 86' 118` 3.5" 3:5° 180.0 74' 84" 3.1__ 1.6" 160.0 _ - _ - _ _83' 68' 3.0" 1.3" ? 185.0' 72, 90 94" 8.1` -- 165.0 - - 81° 84" 3.0" 1.8" i _19!VL 70' 120" 3.T 3.6" 170.0 - 78. 110 3_.0'. 2.5" 195.0 ---�65"_-�- 121" 5.8° 3,7' 175.0 _ - .• _ 76` _ 110" 3.3" 3,3' 200:0' 66" BO" 3.1" 1.2° 180.0 - 74" 60"' 3.0" 1.3" 1, B4" 3.1" 1.8" 185.0 72" 120 84" 3.0" 1.8° **FOR BUILDOUT MOUNT MAXIMUM 110 99" 3,1" 2,5" SPANS AND PRESSURES;SEE - 19o.0 - - 70" 106" 3.1" 3:1" TABLE C ON SHEET 6/13 11a, 3.3" 3.3" 195.0 - - 68" fi0" 3.1" 1.2" - I �Z gag **FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE - 120 -- --- 200.0 - - fib` TABLE C ON SHEET 6/13 99" 3.1'.. 2.6" TABLE 1 AND 2 NOTES: TABLE 3 AND 4 NOTES: 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD 1. NON HVHZ:DEFINED AS,ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND COUNTY FLORIDA. BROWARD COUNTY FLORIDA iI n 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN 2. DESIGN PRESSURES SHOWN IN ACCORDION SHUTTER SPAN SCHEDULE"ABOVE ARE SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 1 m :8 PRESSURES AT EACH,RESPECTIVE SHUTTER•SPAN. 3. SEPARATION.FROM GLAZING IS NQT:REQUIRED IN WIND ZONES 1-3 UNLESS.LOCAL IIa t } k jt MUNICIPALITY:`ADO S ADDrRONALCRITERIA. JC sic 3. THE 6.6 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND L ( 4; THE 6 8 SYSTEM.MAY ' MOUPlLED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER 3 0 0 B OUTSIDE'OF THE SHUTTER BEING REVERSED.FOK EXAMPLE: rnVaTCEDa utt IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE I .t c' BEINGIREVE@6ED FOR EXAMPLE IT IS.PERMISSIBLE TO MOUNT TO A WOOD OR BEAM WITH THE BACK OF THESLAT FACING OUTWARD.FOR ! CONCRETE pgAK WITH THE BACK Of'AE SLAT'FACING OOTWARD, 20=26156 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES I - S. LINEAR INTERPOIATION:BETWEtWisHUTTER'SPANS IS NOT;PERMITTED.FOR SPANS. AS NOTED IN TABLE I ARE IN THE DIRECTION TOWARDS THE I` I BETWEEWTHOSFINDICATED ABOVE,.THE DESIGN PRESSURES FOR THE,NEXT HIGHER 71 scaLE: HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN - �' (' SPAN SHALL 8E USED. ___I PAT78 DESCRIPT40N; PRESSURES ARE AWAY FROM THE HOST`STRUCTURE. r I VISIT ECALO_IO/26156 $r 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT i I FOR SITE SPECIFIC DEVIATIONS ® ® of PERMITTED,FOR SPANS BETWEEN,THOSE INDICATED ABOVE, U I BMORE INFORMATION ABDUTTHIS DOCUMENT ti THE DESIGN PRESSURES FOR THE NEXT HIGHER'SPAN SHALL H"RRIC'. ��RO�c�ON OR SCAN THIS OR CODE n ` BE USED. VISIT E651N6ERlN.PEXPRBSS,S4AYS.TDRS ® ` 'r11LJ111 I I FORAOOITIONAL PLANS REPORTS&RESOURCES FRANK BENNARDO,PE PE#OD46549 CAu9BB L {E o N Z d U:E�W" VEIL 6u GENERALlNOTES.: IL( mtn eZ T7 (2020 DIN NODE IBCANDSNTERNATIONAL *1CODSSEVENHEOB0NTDFOR EVALUATED ICCORDANCE WITH THE FLORIDA BUILDING � aHODE ¢ RESIDENTIALC ZONE,AND THE INTERNATIONAL BU L G ( ) (IRd).THIS SYSTEM.MEETS MISSILE LEVEL"D SEE PRODUCT EVALUATION REPORT FOR MORE SECTION Ul aN'O INFORMATION. N I D"w 2, POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE .3 LL m s DETERMINED PER.SEPARATE ENGTNEERING.IN ACCORDANCE.WITH THE GOVERNING CODE:.PRESSURE *- ._ I--- — _ —TQP TRACK11f .o W k REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER•1609 OF THE FLORIDA 1 BUILDING CODE SHALL BE LESS THAN OR•EQUALTO THEPOSITIVE OR NEGATIVE DESIGN PRESSURE ,;'," o CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. I �i�,`�'� '' 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS'201/202/203 AND ASTM E1886/E1996JE330. 4. DESIGN PRESSURES-NOTED'HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR, 5, THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION.FROM GLAZING REQUIRED.FOR ALL WIND M ZONES,IN ACCORDANCE WITH ASTM E1996.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL w i PLAN CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. a_j VIEW F~ 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF.THESE PRODUCTS.WIND CL LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR.DESIGN. �'''�, 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN.REFERENCING THESE ~ k w DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR ��K ¢8-- WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-16,A DIRECTIONALITY FACTOR OF Kd r.-o V W =0.85 SHALL BE USED. I ` b my o 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL n m I ! z ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME _ PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 ¢ E G OF THE FLORIDA ADMINISTRATIVE CODE. 3 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 I ¢ v VERIFIES THAT'THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. N 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRETHAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND , ._ _.l.... 11 tl - BOTTOM TRACK. SEALED BY A LICENSED.ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE - - -- - DEVIATION,,AS A CONDITION TO THE BUILDING OFFICIAL GRAkTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION:I TOWN&COUNTRY INDUSTRIES LUCKING MECHANISM SEE i FORT LAUDERDALE,FL TYPICAL PLAN VIEWS tz " 9L5 MISSILE LEVEL•D-ASTM.E1886,E1996&E330 �a` s a; y TAS 201,202&203 a: a FLORIDA PRODUCT APPROVAL NUMBER TYPICAL ACCORDION cq 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-TG ALUMINUM ALLOY,U,O.N.,WITH A MINIMUM Fy OF 25 9 K.S.Ip 14. ALL J30LTS AND.WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A c_�52 S2 rc MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 N T.S. u ALUM.ALLOY. o & 15. ALL NUTTERS HALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 17. FLOOR TRACKS'MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. E. 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN,RADIUS OF SO". E sl� � 19. ALL bIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 20, SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. COPYBIGKrFR"LBB&ROC 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE 20-26'156 ABOVE-NOTED 13UILDING'CODE 22. THE,6.8•SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER'BEING SCALEe - REVERSED.FOR'EXAMPLE:.IT IS PERMISSIBLE TO MOUNT TO A WOOD OR.CONCRETE BEAM.WITH THE rACE DEscprrsow;- BACK OF THE SLAT FACING'OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN NEGATIVE ALLOWABLE DESIGN PRESSURED IN-TABLE I ARE ES ARE AWAY FROM THE HOST STRUCTURON TOWARDS THE HOST E. AND 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK L PEO 0046549 CDO,.PE • PEN 00965g9 cANSGra. 2 D-i[:- PP.li.li=CTlllly VAR[E'S 1,99c" - -'- - 4.075' MAX. ry..i• -Eq"'r-Y_� .o50=+I{• _7 -�-H..._ 1,90_T - .497,. 5•• L:908•, i-,.-.,f 1,825 ' _l.d 5" 7_06' .. 7 :. -,1 _ .1t.3 - - _._ .11.3' 170©' U) 6) II df {�'�'_-. 1.%09" d44'•Y-. .._.. yI cU 1U_0" to .100" i-700" i O.fiO'- 143' v: o ! t _ ._ .. .__. .70p'• �I�' .. 19y•, I 9,5 4•, ( }I{ n IF G,. II f N �4 W o.9h'- 1�s' I �_ _ ( .,_ •� !.195_=rl tl If ��lll 3'i�t' ;_195" J�• -k.- - - -- _, i ---�.:-.---I' r ,�.. r Djt-lf. �- f l yl I ilr Pam{ 13 r1d { 1 I z..y ,{ {' .062' ry .-.095" .062' ii t>; 1.. i _J.J'''I -�-..d.,Ya \?�_�j '�;��(W"~+�&° 11 r 1 a I •'�,,�;:', r`�4-_,_!� Q5, Tj i-� . � '�1 f ly 1 . . F -V).'A,, 00 . I 1G� I op p6z' 30•• s2 �z00' r R ^ r_510 630• 1:5io l ox,aP-U ' I 4. � I'� 1-• I FE9�.X I � L. �- - �i'T-. 1 - -rl,_3f_ - -1�- a= I f->`.Q-= ' %_ } I 971" U95' .._--- . 095 y--♦-- _ ]t1169' I D" 1.? G." 1.250" 1300" 095=1,� _977 ,490'-•• •.7f��'a,.., -4� 7[,.S"M�X. I I 5.7 t.c..MAX. k _. 3.6A0"-.._. .-,d,-u -'Y I r LITE 2-LEG WALL I '3.[��.E'a i 1 j;WALi. 2;BUILDOU j_JJAI.�. HEAVY 2-L`G VJ_ALI, q _ (�FIE'AVY. I IEn©ER/ LL g Tf_{IEACEII_ fn;W t SCa!F r1Al.I°512�L \\ 5CALE HALF 5!'LE (s SCALE.HALF SIZE SCALE:HALF SIZE `-� Sf,AL E�HALF SIZE SCALP:HALF SIZE f'?Il), c M. -WF-IEEFI E SHOWN! SCREW BOSSES FELT GROVES A.IRE OPTIONAL ON AL ':'XT ' ONS 2.6ss' ti230. ' II 'I.LOi•' l__ i11. -�: -'° - 2,655' K5' t ¢ 0::" -t-51u•' ur it ,.fSvl-- II I� -} I :.. �510' ,p- �460• \y I �`q 1105' F•8 1 w �� (� I I ,u..460 i I ,) I -� I f w` a$ a r lio. :• �I-.� 1 (� "'15- '-_•� r ��:�'r a -'•'1- ,-J.pO" I ! I_ _ I.¢ a� In n, I 0, L, u1 .995_ I �L.1'{ I'. , - ! -,3,-Q=' L4-e -fi�- E 1' Fl�_ll '{ `1 -- , ry zm:L.I,105` � °' of � i hn I , c� r, G(y�- [UI -Xi T.ff+ m n ' '! I - .U6U' L_.J� lg I , i .L; 1 i I r 19E15' - ' 4.510'--. 2.3U9" .��-- 2r 1 .,S,q.• _� ,�.. .. h fi1U.. ..,� _2,195'. __. - ►•� ¢ 'I!_1_ s SILL ADAPTER D EXTENDED SIL,I__.ADAPTOR 11 tAD•__SILL 1 MID SILL ADAP �= CALL Ii AI.i'SI_F. �_� - ��EXT(_NDFD S)LL_ STALE.r'nI F sizE SCALE:I?AI-F 51"LE SCALE HAL F SIZC ' SCALE:HAI.f-S1Z@ � 5{ALE•41ALF SIZE - 1:994" x I o97 1.e'zs' .._ _. L. 314"{f.xl-{'-y2 58i)"_'3.I r OS[."-._._._..I-.2._9-�,7._'{uII pI __ -"9i-11R-�--._�t'(y"4�-....,_1_•.-_� ,t.3" L.qL.O" 1.}(1l7.-,0_0 -x 60" 043 9_U5_"__tI�, 134'.3 Ipl OR i06 z. L e�R $+6� k._.._- } zoo•I ;T3) i'1'r G.8 SLAT./['3L•AD Cj�6.$ STARTL'L, U _ _1 ---' 06 6 SLALE HALF S124. SCALi::HnLF SI'Y..E 30, t -,� } m 0.�.- InT 1 _1.?:50"y. ;971" ,r ut4tB RADIUS CRIi_ING- -1EADER/SILI_ Q,I ` SCALL'.IiA'LF SILE L'OPYFUGHfFMKK1.BENNNiOC ti_i02.. ni 20 26Y56.. i I a.1•• II I -_ ,�• SCALE! r ..�.._ _,��/ --• -+. -- GE DESCRIPTION_ la" 14 CLI!_IM_G HEADER/SILI_ I 1 6.8_51 +(_1<jCONFCTOR_,SLA'i!F3i_AD_E SCALE•liar SIZE _- ]LAI E HALT S12F �.J FRANK BEIqNARDO,PE 375o PEA OD46549 CAR988! A 1:950" 1,-110-21.THUMB I__� . .1­.-.­_­? n fi- cu SCREW- -STAINLESS STEEL ".280- z! ASSEMBLY 3200 NOLE NYLON .062, WHEEL ID I 0 I qil Q. .240" a z: v > Lum a -fL 0 w '81 L'�TYP.AT EVERY 0 T-H F..-R gt� 205 RECESS. SILL INSIDE JOINT AT TOP. 870*'. m:" OR USE V41TH C19)ANGLE SCALE.HAI-r SIZE OF AND (33 ONL.Y btu E."=i2 CYUNDFR-SOLID BRASS,J41CKF 7- UJI L PLATED u- SCALE;HALF SIZE �D2 SSEMBLY HOUSINC,-Zit4CDlCAST.PUWDERCOArED - �7- �LIDE ROD tE N, ON WASHER SIZE 1`407--:'MAY BE KEY OPERATED OUTSIDE OR TIlUIlP. in I SCALP.HALF 0 LTL Lu ez OR A fd4jUll SCALE.HALF S-tzE rup.*N OPERATED INSIDE .4-"" 9 Estisilli,U. ullxj_o�. mm 203 qLA!jS LOCI: Lu xm _EllSt LO OPTIONAL) 397' HALF SIZE (n It SCALE:IOUTEP SCREW ANY 41L 11, ID SSE(ANY LENIGTH/HEAD .2 2.642" 5 y Sl Yk.E) 76- .5001 410 HT s.s 2.216': NS ER 7 S " V ;1,062" w I SCREW W/ t a T.-a IN rt) rC UL I'RACQTE COATING; i)-IAC I< Nil IT YFI TOP& BOTTOM) � .1 -Il,'Y1.0,N BUSHING W1 WASHER: 4' 1� �1_ 250- .15 .137' m (5)INTERIOR JOINT TOP 1 16 1 Cul INTERIOr JOINT BOTTOM .224 !D2 E, 1EIR CAN BE USED ON EX-I-IRIC)p 13OX CENTER INSERT 75 0 3USHING' ASSIEVIBLY DETAIL SCALE;HALF SIZE �kA­T-T -_ - - --- n-? l')O-j _k� .125' 7 RAII,IQ�AiRD C28) . ...... ;= N, DI:CORATIVE FLOOR T K k t , 1978' — SCALE:HALF stici- SCALE-HALF SIZE (334 INSIDE CENTER MATE, < z 2.125' U .623' P16- 4 __ -If� SCALE:HALF SIZE f.__ .286, 2,7 0 2­ .267 2 A65** E 3: 8' -1.625— rA 7. 1.200" -0.050" Al 0 25'.4q (q �D G 2�91 j -190" 250" `611 - �O.OBS° ilikid Ill In 1,799' 0.085" .:476ntj 175" -22211F 1761 291200.5 G.Po CENIE �R MAT[--- 30' qNIMA VE L.00K MALE BOX CENTER FEMALE. ENTER OUTSIDE CENTFR MATE ENID STRIP HALF S 17 F -01 Q_D E PQ�� C (3_3� ALT. 1 2 A- SCALE•HALF Slic kALE-HALI� SCALE:HALF SIZE SCALE.HALF SILE SCALE HALF SIZE v 7/16"o STAINLESS-1 '3.5110' t3/16' WIDE STEEL NUT NOTE:ATTACtIMFNT SCREWS FOR OID STRIPS'SHALL BEIPIO TORX 0 2E HEAD STYLE VARIES x OR PHILLIk DRIVE SCREWS. A 30 TIT -oh" tIAND-TIGIIIENCI)ONLY ±�MEL SCREW u SCALE.FULL SIZE 04 x /4�- OXI, OR 5/16-18xl SCREW STAINLESS r 14 16"P INTERNAL SVEEL M'A Sc GOPMGIfrFRPMl;IIENMM( x x 0 'I Ob�430-" S_F�p 4 x cu HIREAD q,; 813, TYP. Sul '20-26156 -4.689' POWDER COATED,ZIN ST T—SCREW 'INSERiSCALE:. C D&CA OY/ S F U L L I Z,-E cu SECTION A PAG DESCRIM01q: f)F�TA MODEL 2022 T-LOC C40.)040b 0�0. INOUSTVIAL Sysrl"..'Fis 'K ADAPTER j P64. C (OPTIONAL} V. 3Zi BOX LOCK SCALF HALF SIZE :FND. SIRIPLS 2X7 ANGLE 2" EX- SCALE.SCALE.HALF SIZE 5LALEt HALF Sl "•1S(C!`JER'g'0';0" D.[. --eDGe-+� FRPNK BENNARQD•PE 1 (USE ANY ,ANQJ 10IR Sit10WIV EXISTJNG GLASS•._--� r EDGE D1ST.. X- ! )IC YnLn__ - Eu o0 say A09885' !I'd AI'JCPJDR SCHEDULE). DIST y S ri ( 3 KU ALT.D;r2 C-:'int•! r� / EMBED, SILL (INTERIOR) EMBED.r I -� UI J'),I�•L L.0 CJ-- 1, I i (INTERIOR) 1 4 3 '€ o t� •_. 4-61 1.G0f,2" fl-IICI: m J•aEDGE._ � � c -n �-_ T' j_ lk` wit M AN4CF. 1.. r .. p11 _ L .._..._-v- '=z4' -.. ` ts .Uw. T �: fC c. --.. l N. ( ✓ rl_ ' —_ ts? "a DtST. ` - - - /1 'f BE R[VEI SEI7(ANGLE LEG — _ ♦ti 21a JJb Tilt oN:r a, W 34 ¢ _ w, _ n r.> - - �..._..--l_"FASTENER(D iB 'D,C IUSf_ANY 5 , ,,�, I tow U �"' (31— (�i} ar ✓ ANCHOR SFIOV,W;,IaNr.Hor. I211 SCHEDULE. EUGE DISTANCE) -yl)_ (^�J(7ya 19UMIA, . t0.4.y `\ ��t ,'.2- 1/-l."GALVANIZED r01 r (EX"fERICJR S'"'w `\-1/4-20 THUMBSCREW t493CRE\N �` 1 ( �c.::!�'ON' xz UF.S.S 5NI5.3:15"2 ALUN. INTO CENTERMATES 1/3 ` I `" ( (EXTFftfOR} -T;-IR AO Tr4UM135CREw INTO PUP RIVET nR 7!a_'q TO 2/3'SHUYTER'SPAIN \_{RECEIVII`IC HOLE t,RCA.ED HOLF_.!_UCATCD l �. t9 ACl91NE BUI.1- +S, NU7 Sli61LL.(i F�31 B" 1/3.SPAN TO,2./3 SPAN FROI-1 \gym -Ifr D.J` rnA-x,W11GJ�J TYPICAL_ PL/\(V VIEW B01'TOM DP SHUTTER FOR BLAOCS\ H I '•I � /,.�?f[ SCALEu3":1'--0" - SW-J" USE TWO THUr•t13SCREV/s '\ ., _. .-._ MUD.-I)PLC SHUTTER aS511`M[3L`( " OJa BL,ADI:S >:0'-.3" ONE,CI 1/3 SPAN' ._.I SCALE,3 1'.0" AND ONE AT 31D SPAN FRO!`!BOTTOt'\ 1-OCKING DETAILS FDR U,t (1)-BRASS POSI"t LOCK OF BLADF, TYPICAL FOR!_OCKInIG \` CENT-ER-MATES !IJ:l;o--,a -n-!UMB SPU-TTSRS.A 13R.ASS PUSH,LOII'I SHOWN ON RANDOI.1 SCitfi W';t•TO THfiEADE0 MAY B'. c \ :OETAII_S!I'J>C;RT VAN 1;•3 SPAN (' SUBSTITUTED. WHEN U-,t:0'WI7-rl r �\ 'f0 ✓3 S,FROM T _ CE.111TERMA-T E 1s29 AS SHOWN.RECEIVING e! Gr•i G(-'�'r!L!-i TER. HOLE FOR THUMH L12•W Mn r I 11L J S@c erIG STRIP SGI OULc' P.C(r1V INC;HOLI SHALL RE /�"5. $C C L'E 7/tE- , I / 11 - 3/6, MA?:la'IDT1-i UP TO f1�l`% ��'-h;} r / I FOR MAX.SP.A(V'Wtd;N 1"�•w n$_ I"!,::;GI•'. (c,' L /tP� —`- _---_-_.. w,5r¢`� - I usmr,40a.404,Jo,Oil �rtG ., u _ �'{ 9✓� - `�'bf -f/!— 1.x - _ u .O END STRIP BCNEDULE �" -�-�r w—c11 '-I "'•'J�� tri CnPPROPRIn'J!~ `�J\ .l i_ - Sl'AR?"F.R STRIP TO62 OBN F-"SI Ii PROVn7•_CC sUftE FOR 72. 00 \ _; I _ 41aulLrnNc cG»mr10N�" 112 ,BO" ;r 11,. �IUc1 v 15! (INSIDE-) 32 a _ y '`o•. I I - -- \ !.. 2"B10_1 62 "OS" °—'(3.7' 72 HB' PASTEPPSTARTER h �0 R2 owl 1 - STRIP TO TRACT{W/ ALTERNATE ENJ)-STRIP'_D�;TAI+. 21a10xl-SCREV✓S 3"B/O(4.7^) 2 �_ ! y,,. I �.,a •�� 62 .'1' SCALE.3 =i•-0'• AY CORI`ItR �u') \ (HAND-TIGM PEN ONJ_YI. I�@"Z" ALT.BIG 02 . _a, wr LArJ`1 TRACKACTRACK72 '02" kEW BOSSES I t I Si{_L I� 1. •B1' ' I 1 II II U) i /y ..5^x3' .. 45, -.r EXISTING GLASS ANGLE 3' .....__�.. .-�=. ...��.--��.:c—�—_r _ -- --� Rig.� ..� use(1)BRASSI>i/cta 660 .6g'. I I y m m�.°J 0 7551}mac - Ok f,11t 5%i96p 18 TI-v1U 3r3 K •--� (IPIGit7E) Ti-IUMIB SL,R!�W .—... 73 73", u;�} ��: SCREW 11�F•;0 1'k+,2EACJcDC T'I IREADEU IPJS'RT 3%j I .. u _ � it y2k3" 45 13fi`` N.-i-ly-Rt� SINS ER;'.'.-, Al"r%3 SPAu �� SILL3 III 1 nT 1/3 SPA TO z/`r-_. -. 2' x0.i25" H - D_/3 AN FROM 1.8 'RAN f-RCIM OO'TO nr- ( U 1SIU(" si tzs" I Bo; (Or Dr sNu'r rcR t I S t1U'I"Tli l< R'rC LiIVIUlG .r (U -� ANGLE — ------ ---.—....__--"-----..._----...--- -'--- ---- ' a' 4 -ID!_C SI-I l41.1. EE:9/ft" 0'I - - -�_,�. u >n ,z I y �1A?.WI!i"r J-t.UP TCi 1":(: f > ! 1 04' 11fi'• �� - f �. _ �-' . ?', — �145" - -- =-r !„!Lr1.T jg'L� _. o TI/;Al. .�11"'SIDE G47!iN R C'_USIiRI:, rI - ----- t- .__'�- i f�- xo.tz5" 52 35" , / — CJJ' — --- ( S J l�r ! ;DC AIL': IND 'CORNER PC)S 64 ANGLE 57 129" �I f°� ��"��� �� o> coavwcHrFPANCLeewwmc I \ i 70 Its' 3,f \ a (Ou rSIDE) 20 Z6156> \.SILL 3 11 v SCALE•. j I --USE 11J Box LOCK AT 1;3' R'GREATEN SPANS D 57R15TRJLOADS PAGE_OESCRIPTIOM: THAN. FOR SMOWN.Iry F,NJJ P SPAN TO 2/3 SP AN.FRI?M I PS RE /---� TYPICAL 111151D[. CORNER CLOSURE-- r.t U5J G-ANYA4IPIUI'OWTHE'SPANA SOT OM OF SHUT! R up w,._t.c5,is (( �� i.}I_r/\ii_s 1/'�l3f(.(%I�NI:.l�l I���� r,(;.�ip< PNCHOH SCNEOtfLE&9'L4r3/9'7EK •MU1_7_IPL SriU_J`UTTER./,CJ`�!.11(1,BLY Ll. N r_ �f s STRIP. R IJa•ZO fiOLT TO END _ 7 FASTFI CRS ALUIA. TUBE FP.ANK IBEII-RDO PE; .'j EACH AN - PEN.DG4II IFT Ii A� FOR SIZC. C2 CONNECTION TYPE RErERIENCIE APJCIIOR hr;I:IT.-'.VL)LC FOR .-EXISTING X STRUCIuRE SI�XEING­ Cl'CONNECTION ALILIH AHCA.F. _EFrRENC1 AN Yp �1/4-20 MArI7(INF HOLIT Ty �/� W/NUT 00 12"O.C.Or R cl, T S, (Typ.TOP S!"Isicr.).6"D.C. 30TTOf�) 103 SCHEDULE FOR MAX: 0 /w, POP RIVE ALTERNATE -1/16­1A ALUM.POP, J 1'111q�E#12 sms. I I%� 0 ON TYPE C1 coiolffc F1 u, 0 RIVET r '12 SmS (6 OR ui Im 16"D.C.(TYPA RLFLRFNCC AI,4QIQR !q) OR ui j I TABLE A(CC3) 0 5 17 11 DULC'FOR M OR �V) �Aff PRESSURE VS ALLOWABLE LENGTH SrALING u A D t'x3-xIL8- MAY USE MALE OR 7.1-1pp U-0 3 PSF -IAL ­ M rl W' .7 0. 3 1.- SEPA(RATION In- 3- 9E 10 ai� < No 8/�i No B/O FEE E LOCK-SLATI li'IN I 168. om 72 124. Z:7 GLASS 0. au ------ TYPICAL CORNER CLOSURE DETAILS CIR DOOR 82 119. li2� - -- i .- -.1_ Ir< Nam 1 11 1 165- LOWABLE SPAN TABLE E. w I- W W, 0 0�2 CC4 SCHEDU z 5 AL 111 :147" MOUNT 11-21 LIE FOR C5 CONNEQ-110N�96IRE TYPE (D LF ALTrRNATL THRU BUL �BUILDDur T MAX N�DESJIG C PRESSURE MAXFRDi,1 Pliq 2DBREFERE - -[" '­' 1141- 3"4`4WIFH 181 1 NCE ANCHOR J- SCHEDULE FOR MAX. MAX 13 SHUTTER SPAN CONNECTION Tyff- `�1'11 6 113. -Fr i,_ ICHOR sT 2 166" IRE -RENC-E Ab rO BUSV_0�41T 225�N. 1+/-30.1 PSFI SChEDULI_FOR MAX. 72 I d;i;- __10 6 1), WASHER ITYP.)- 121 IN.- F:.4 i.1� \ . \�0 +/-31j PSF SPACING Icj 112 V 118!No-+/-3L9 ME w J-____ ff 4f-'- . 45' 139" 215 IN. /-32.7 PSF '�-014x3/4"stis p 9--O.C.ar. - IECTiOri 91' 12.* 1_112 I.N. /M!13.6 ps ANGLL T 0 TUBE C01-jr. �11.' EXISTIN 0 0. 1/-34.2 PS CONCRIETE Et 113 2"6.,3 ZT_A L .�b12U 83' TU.E 60 - u ALUM 200 24 �0 1. BLOCK Oil TYPE 105IN. .1-35.9 PSF WOOD rRAIIIIN COM4NECIION 9,- 103 IN. /-36.5 PSF RLFER'ENCE ANCHOR L. 64 F 10iiN_ +/-37-3-PSF SCHEDLILE FOR MAX ON 'R.TE--\ SI�ACING ALTERNATE 13UILD OUT MOUNT SECTION FASTENER Iyaj 1jt3"0 C 89 IN. (USE ANY ANCHOR SHOwf,j 1 +/-42:3 P.SF AL ANCHOR SCHEQULEI­ J +-43.8 P5F _N 831N. +/-45.4 PSF BVIN, -/-46.5 PSF 78 IN. +148.3 P5F 76"" +/-49S PSF ji 7"IN. 4/-50.9 PSF I: ... I Ell 16 R 1 v'+I 0 1?P 12 '.. .),. . I- 721N. N I (I --� V � � 1; ' _ */-52.3 P5F-T6 +/-53.8 PSFab3 1 -1 .IN. ATTOPI,;ul ROLF—, ALUM.TUSE TYP7 x:cj 3/16­0 ALUM POP 6 -/-SS.4 PSF w6T */-57.0 PSF ,up.,.. TUBE \ _-, \�.'1,4-4 RIVET Of?�11,'j SMv 66 IN. 2"'OR 3 Al v 1.19 15106, Ib &10"O.C.(TYP 1 SE E 0 r',Si U N 'F ALLUY 2" 3" IP 2 I-AST NERS CON17NUOUS OR 2'x 1�2'MIN­ FOi E CON I OJUDUS EACH ANGLE A 13 0 2-.%'�.-dONTINUOUS LUMINUM ANOLC �W.A D -2:1.7,S" .1 093" ilONAL ANOL 'T" OP INSIDE ru Lv�ss x UM 6061-T6 ALUMINUM 1*6,ALUM.' 11-IRCE';416"0 A ulwt� POP RIVETS OR 'L�A ANGLE 9 0 x 2 nz a, 8,�' :PA'7_J4jv 1-1-IREF.412 SMS. 24-uh )F RIENTA rlUN Typ. u L 1/8" LA ANGLE FASTENED TO. �IN.JHICK 4q6j'-1r6' ALUWWCK-FMT NED. CONCRETEIROST T:t I-T .......... EXISTING!.3 KSI ALUM.ANGLE: TO ANGLE;WITH.1/4',-20' J61 MACHINE SC -3- USE MALF OP FEMALE STRUCTURE WITH. REWS At. tri '�A 34"0 DEWALT ULTRACONS FAOMII ENDS.,,.-.-. NOR (OR,MILLiENIUM MILUFAST FORT OBALANCE`:: MAX:W.T&C ULTIZACOTE):AT 3' A 1�1.�� 1,1 (1,11:,TYP,E? SCHEDULE Pan . 2-1/2"MIN. FROM ENDS AND 4"O.d. EXISTING CONCRETE SCAUE:­ _5PACft4G FOR,BAL�NCE WITH I?.'"GALVAY41ZED UI I HOST STRUCTURE!3000 pA PTi.ow 1/2 Psi MINI (GC•F` TYPICAL. SMS 3/16-1P ALIJI1 MIN-EMBEDmENt AND 2Y," CORNER CLOSURr DFTAILS Pop Rive 1'. R I/L-20 mi.WEDGE DISTANCE;Dr_. p _ql,QSYP OPTION'S Y.. ---EXISTING CONCRrTE SEE:TABLE C FOR MAX SPAN RE UR IF,-r I-- FILOCK OR WOOD FRA'r4IPjG STAGGERED WITH.3'MIN. L. MACHINE ROUT NUT SCALE 3" V-1)" SPACING,TYP.- BUlf-DOUT MOUIIJ F ,Ea LF INSIDE SILL N40UN'11' SECTION :Pass FRANK BENNARDO,PE C5 CONNECTION TYPE PE#0046549 CA.#9885 REFERENCE ANCHOR EXISTING p.-�^ SCHEDULE FOR MAX. STRUCTURE Don. SPACING— GLASS ___ _' lyoY GLASS —�----- n C7 CONNECTION TYPE 5 MAX 1/4-20 MACHINE BOLT r 1 OR DOOR - -I i °_'u N r. OR DOOR La m PREFERENCE ANCHOR r W/NUT Col 12"O C.OR -y• ! 1 m f r w:D 7 SCHEDULE FOR MAX- J� :74 SMS a 6"O.0 ••''� G SFE DESIGN �`-O 0 SPACING = _� Lw"0 SC!tiOULES 13 1 ✓t T- %2 _ (TYP TOPgBOTTOM) SEE DESIGN '- 13 IA,u:"0 CR FOR MIN. : z u ( b ri 1/L"-20 THRu BOLT W/ ISO"DUCE"$ X N�' SEPARATION VI t~D O Ut u' _' 2;` �� � 0.4 E LOCK NUT Ca 12"O.0 OR OR FOR M!N. ¢ :tt -112 x.1/2"SMS Cal 12"O.C. 10 CLASS Y. z r - W m s 1117 x 1/7"SMS 12"0 C i..S SCPARATION F+-;�•© OR 3/16"0 ALUM POP Q Q Q ii N s 3" m CO �' IOO.ASS UE-iQ RIVETS cD6"O.0 OR E IOa�- O - jjnn�((0 6ORf - Elm airiMggg&$u OR./16"m ALUM POP t rq Z_r- C E NIA w O ISOR� U +Vz LL"Mo -- - w� ALUM.POP RIVETS ""O.0 ray RIVCTS @ G"O.0 E S. i - @ J(Q+ - - Lf V,I LLUl OR 1�L"a ALUM PO RIVE TS { ._.. `� 4. _...-.rv :._.—_�� 71 AND 2Q - �� S�_ -"" ¢ rw-Iu z �WujU �y P + / �L _ C O - ! ASSEMBLY- __1/4"MAX.FROM PIN SEE DESIGN w w I- m �I�> w (J ___..__._ 2"UC CS I / 1/4"MAX FROM PIN - u-i SCHEDULES GUIDE TO BUSHING - 1/2"TYP GWAS 'f0 TYP.)SFi NG �71` FOR FOR MIN. 73 r N=w o -Zy I oL m�1�OZ., I WASHER IT Y P.) o -- WASHER(TYP.) SEPARATION O-fN2•- L�I a+' 0° O / 2' s- -31/2"TYP. EXISTING CONCRETE. mF , 7 GLASS itt444r11 fO GLASS w ou)w (jj�,{j 10--IO �z 3 r�_ L--•w.: w - 4 CONNECTION TYPE OR DOOR-»tI - O W^�.. BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR Il Q w Of a Q CONNECTION TYPE I DIST SCHEDULE FOR MAX 0O r �J ow R REFERENCC ANCHOR - / -- -- -- - - SPACING AS SHOWN 7 f 'D w SCHEDULE FOR MAX. C4 CONNEC'flOIJ TYPE IN DIAGRAM ON PG 10) G SPAC114G AS SHOWN REFERENCE ANCHOR r-` SCHEDULE FOR MAX. r 3 CONN£C'-ON TYPE IN DIAGRAM ON PG 10) SPACING ALT FASTENER p oR G R - bREFERENCE ANCHOREXISTING ( .a ry i SCHE RULE FOR MAX. CONCRETE, LOCATION.i-R S N AND w O O/1Q�'�\� `�•_� ri O BACK ANCHORS NOT REO'O `� gun- h Y 1/[,..MAX.FROM PIN m it BLOCK DR v/GDG FRgMI /li LOCATION. .FR FASTENER A14D ER • !OCATION.FRONT ANO WITH THIS LOCATION ClCONNECTION TYPE 2.• x j'" � - __ GUIDE TO BUSHING m '. 1/4"MAX FROM BACK ANCHORS NOT REO'D IN$ID' MOUNT SECTION REFERENCE ANCHOR _._ WASHER(TYP; _- Al PIN GUiOE TO WITH IH)S LOCATION O ------=�"-----------"�_- SCHEDULE FOR MAX. t9 ' TBUSHING WASHER $ SCALE 3"=1'-0" SPACING J--CS CONNECTION TYPE I� (TYPI A INSIDE_MOUNT, _-SECTION SCHEDULE FORANCHOR MAX t�2- ' SCALE 3'":r_0" SCHEDULE FOR MAX U a o 'EXISTING CONCRETE, SPACIN mm SE RACK 5 - B,D,AND C Ok T S TIONS,- a THF..BASE'i2q CK MAY 8f IN57ALLF0 IN SEC 71OrJS `BLOCK OR WOOD FRAMING EMBED. m m J will t/4"GAPS,PROVIDED THAT EACI(SECTIpN E1 v � MINIMUM Of TWO SETS OF ANCHORS AND IS A Cp BUILD OUT M ' I T SECTION O zms Z jidlNli4UM OFF 12"1-OEJG TrIF SILL OR LEftANG TRA EXISTING CONCRETE, SCALE 3"=V 0" -� f Q USED WITt-) THE SASE 'TRACK MUST Bc COIN 7'!"..DUS - BLOCK OR WOOD FRAMIN 1O o OVf'R THE GAPS BETW=zN SECT+DNS. G7 L._ _XISTING �" 5 w w EXISTING CONCRETE, - - - STRUCTURE 3 7 BLOCK OR WOOD FRAMING EDGE DIST __ a mo g EMBED - -C4 CONNECTION TYPE C2 CONNECTION TYPE W/EXTR SION y2 y C1 COnINECTION TYPE EMBED. m _ __ REFERENCE ANCHOR _ 5 CONNECTION TYPE VI/EXTR Ionl gt REFERENCi.ANCHOR w - SCHEDULE FOR MAX REFERENCE ANCHOR m 7 _ _ SCHEDULE FOR MAX. Ei-- 41; SPACING SCHEDULE FOR MAX o SPAGNG AS SHOWN --'T'_"}7{._^__5 G SPACING 2 I+ IN DIAGRAf9 ON PG 10) 1�._R'i�rxifi 1416 ;) O 2 =' -71/2•. - UtIWF• ' w ( OR u r t/2" mil' :J E Ir ' ll'L-•-s GLASS ` w O 111. w �_ S E OESICtI t3 r Z O O I.i --I_ .. _.._ i.I ,..•�..__-._• ------- OR DOOR--- ' '" O � 1/2" SCRCOULES. 7 w -- F m 8 L') t; w L12 x 1/7"SMS 17" 9 n _ @ Z LT.+: e DESIGN M N U � 0 0: L-'w O.0 OR 3/76"0 ALUM Jp FOR M!N. =I w CNEOULES - ,��o t- m SE N �'--- LA o FOR fOR M,N _13 j N x: O 1 r- M,0 POP RIVETS(a1 6"O.0 L CI ASti_ O m GLASS OR� z u� N 2 0 p X 2 SEPAP.hT10di =T Q J SLC DESIGN 7 ,IA I: OR 1/4"0 ALUM POP Q n Q Q DOOR TO CLASS a t-D N, u GI-ASS SCHEOULES FOR -73 =�zLTiW RIVET"S@t2"OC L oNr Xzozm OR DOOR-. OR uN, In O M J u SEPARA^ON TO - --- - L7 _ Q-�CC) 1^ _ i/4 20 S S.MACHINE !'- � ----- Q 0 a Q U'A I e c _ r 07 AND 00 7: 1/4"MAX.FROM PIPI m SCREVJ&NUT(n1 I' 1 u V; t 1( 112" GUIDE TO BUSHING ( l,-.I.___..�.. ...�. ___.. ¢_.___.._ ASSEMBLY a - _1 1/2j L..- F ? �d tY"O.0 -" -t- -� TYP WASHER(TYP 1/4" 4Rd .¢ 1S --L4 O _ n-n.� 1/4"MAX FROM PIN, u MAX FROM PIN m w Q - _q X, w�- - 4 CONNECTION TYPE 111111------ 1/2"` GUIDE TO BUSHING5. �_ It �-_n. Q7 tSUIDc iD BUSHING 1GORO2 WASHER ITYP.1 WASHER(TYP.) REFERENCE ANCHOR ]gi- u it 5. 6 F i1 EDGF. .tliA fag I m) EXISTIN'O CONCRE IrE, OjST SCHEDULE FOP,MAX 7 C2 CONNECTION TYPE W./EXTIRUSIO, J�2 CCYfTCtlIfFRAN(LBEMMDO PE BLOCK OR WOOD EXISTING CONCRE o-, SPACING AS SHOWN 5 CONNECTION TYPE W/EXTRUSIO'� TJt 9,2 1_ I 'FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.101 REFERENCE ANCHOR 20-26156 OR '*- I REFERENCE ANCHOR SCHEDULE FOR MAX. ¢ 3"x 3"x 1/4"CONT W121 •4 CONNECTION TYPE 1412 x 1/7"SMS La 12" SCHEDULE FOR MAX. SPACING SCALE: - ` 6063 T6 ALUM ANGLF ,,- RiEr ERcNC.i ANCHOR O C OR 3/16"0 ALUM SPACING ALT.FASTENER _.EXISTING CONCRETE, ►Aag oeScull!notls (MAY BE RE:VERSEU _ _ _J' •' SC7iCOVLE POR MAX POP RIVETS @ 6"OC C7CA 1'tON.FRONT ANO BLOCK OR WOOD FRAMING AS SHOWN DASr(ED) t SPACING OR 1/4-0 ALUM PQP BACK ANCHORS NOT REO'G !^. nWALL RIVE'.$CO 12-O.0 O C WITH fH15 LOCAT70N �J L MOUNT SECTION wjUtj INSIDE MOUNT SECTION ALL BUILD OUT `✓ SCALE.3''_.Y p•' S C AL 1' 0' --------_- SE SCALE 3"=V-0" F(iPNK 9E1•INARDD,PE. PE#0046549 CA89835, SCE DESIGN SL'AIEOUL`cS 5 LL LY.ISTIrJG �'"`d''",'y+'a till ttn n11M.SEPAR01011_f !�. - .r z vl --At 1'.1_C'G DIRECTION 1/[.-2f1 -,._..�.,_. : G 1.A55 ! STRUCTUR.F.-, r1 f•CFIRJE 1"l,W III GLASS J r -/13 v j n. --•'��y[ ' aR._. ._-�7. f, U t3'GLT W/r.IUT - 0001. cr A a063-TG ALurlfrduM .�,,•;.,�:;;J.- V I I s,l POII•!�S SOLID 1:.-- ) ANGLES PER BEAIh:END, ENE 4x 3/D.C.. $PAN,TUBE SCHEDULE - ?,,;:-•Na' SIZE PER SPAN TUBE , 3 I SCHEDULE ..II _I. .-I y it U' SF_T nN3"MIN �/'r- {� { i AR t� �; LI r 'SPAN TUBE NUMBER OF I% 'td' �,! J ! ulwC--'^ - �� WITH 7/8"MIN.-- - - _=.::.: .,- ALLOWABLE TUBE: NUML)ER OF MINIMUM 9N.GLE !. V' ,;L4 vt t Eh18'dDME'(T I '-IPF}2 DESIGN ANCHORSPER yl, % W.nt i`o, SPAN THRU-BOLTS ANGLE LENGTH, ,}•• m !I t! .0.�n Lv I COtJt:R[TE CR /. 'I C ti •ACCESS H"01•E'� .SLHcOULE TUBE• SHUTTER! ltu„hi m Q L_'.LOCI:,3"MIN ' 1 LL SP LICIPIG AND T - I SIZE SPAN TOP BOTTOM TOP BOTTOM! TOP BOTTOM TOP BOTTOM I-- (•% I \ 1( I Iv rTII F�=ii } h I u_-'-I- I .• DISTAI•ICYCtL ---�\/,' j - ....-- 1�� ���I�% ! TUBE TUBE TUBE' TUBE. TUBE 'TUBE;; .TUBE TUBE I'r ONZva I � I j f' Il��� I_ 1 r I v+ a L rib N .a lu Z k5 x 60" 123.8" 135.2' .2 2 .2 3 4" 7' ! r-I �8 -:I»> ___[?'i 2" ` - {II / CX) L.. �'!:,q. _.. .. O fT 0;125' - B6" 101.7" _1G6.9" •:2 _ _2_ _3 _- 3 7 !I7' -yu { 1 I• �- .- Irw'tl ?? I d fI!Y.- 123" 89.9" 94.4' '2 -2 •3� 3 7 7 r� oaL m i 3"MIN, J.- C4 E m _ \%. __ 1 4 a - 60" 129.1' 157.0" 2 2 2 3. 4" 7" KN:n"fitO9 ED.DIST - ii u ¢ 2NO .0 .�'.-..z !i f` 6 4 v+ 96" 114.8" 124.1" 2 2 .3. 3 7' 7' `3 r- 0.125" u:P e I; _ _ iSOU S F _(? fit'- 109.6' .2 1. 'I 'EE DESIGN SCI fP, iAi FGR F ,C ,14"MAX hROM P.IN uUJDL u r(!N:�Ll'XRAP,ON TD DLASS -�� S'�w S 123 1028" I TO GUSHING WASHER(iYP-I GLASS _ __ -_.._. - .. _. .. _ ___-J1,_.._.-__- W 60" _ 198.9" .__ OR DOOR�4 }!p 21r8'k -'w 122.7' 155.T ---2 - z - 'B' - - 4 - p- _10^ i�itL7I,�l lt to (t 1 II !I -Two VI-0 WOODLAG SCREWS [7! 2t," 4 1/I"O TMRU BOL TSE f 0725 123" V115.4". '.137.5" 2 .3 4 - ..5.-� 10" 43" N., l - __...1 Err BEAM L 7 J 2 'tu-a 6W 15%1". 24D,0" ;2 2 3 4 7" 'IV •___.• 71-!BEADED PEPlE.TRATICP! .3"MIN �^""L_-I SCIIE.DULE FOR i I 25L70'r. 96" 140.8":' 229.9' 2 3 4 6 10" 16" INTO CENTER Of:STI OS EO.DIS i, REOuIRED NLII•IDER•,. I�,'E ' 0.1875" t23." .132.2' 203:1' .3 4 5 7 13' i19" \ \ 5� " v J . FMB \\ -%714.SKIS LM IIIDSPAN ii3ETWEEN ' -;ii s `174"iti,>_x_.fROM ami culuF_ 5PAN7UBESCHEDULE NOTES: STUDS!-DR TRACK TO 1"x 4" j� /`ii--��__IL�;..-_� 2 �-'I Tf1 b'USHING WASIirR ITYf.I 1. USE R-x3"K 4 OR'$'z5 x1%4°ANGLES eFOR2"x5 &'2°x6"BEAMS. �I_YL.'ODI. i'uBU C014NECTiON 1/4"0 ALL.I_ �/! - - �'-`!% 2. USE 2"xVxI14 ANGLES FOR 2"x8"&2x1O"BEAMS. 51'UCCO I-IDIISrI_. POIrJTS SOLID 3. USEBEAM SCHEDULE.FOR'.DETAIL 3. . y n {{ x w.x 125.. SET AMCHORS J_• l--SPAN TUBE PER DESIGN 4. TOP'&`BOTTOMMEAMS'.MAYBE USED TOGETHER-GRIN GG63-t'E.ALUM. rub[ WITH--I/O"1•lUv. - i----':..i�� - -y SGtIECULE NATION.WITH OTHER CONNECTION DETAILS:•WHERE•USED -w�3 p- COMBI E.l<tBt:Dt/8', iW / I•-• - -� _ - .- - TOtMER,':BEAM:MUS'rBE'uMTTED TOTOP BEAM SPANS. '.'�'�`a �-•Z-I` 2 S. SPAN TUBES.MAY BE USED'IN-A.MID-SPAN CONDITION WITH i USED lJhi_hl STUU SP ACIt4G CONCRETE OR ,��- •- � 1/4-_0 MACHINE BOLT N •Y OLOCK,3"t•111d p ;li?YEClJS n-IE I•tn:c ALLOWABLE AI`JL•IyOR SPACING.1 - 1p' ERSSPANNING;QBOpE AND.BELOW THE BEAM.MID-SPAN "'I-- OF 1 t'.O C SHUTT VV.-_-.� --- 3" / I (2)6063-T4 ALUMINUM TUBESSHAW HA ETOPBEA.M LIM TATIONS(lNCLUD,ING-SPANS, F�•'q o' _-, MIN L DuL / I`- bf4 t11 x 3/1 5f 1 ANCHORS,A .. } Q. t VVRLL MOUNI, 5'"'C1ION I TI,IIS DETAIL MAY OIS i-ntdCE _ SIZE ELPLRPSPAN 7UBELdO fi FT C4 ,_ . ....._. - 1 .- L AS THE SUM',OF�HE SPANS ABOVE AND BELOW THE BEAM.%TAKEN a< S 7 _.I. tl•• t ALSO Bi- USED 'j �� SCHEDULE 6. LAP BEAMS NOT ALLOWED. �z >r.ALI. - - E)CISTING u nt TOP __; I j ALT I_EG DIRECTION ACCESS HOLE 7, ALL BEAMS'AND-ANGLESTOBE6063-T6ALUMINUM. 'rO ',,. r',rIr1ED. FMAx DESIGrI LDAD=¢7z PSF p T 13CAM SPAN SECTION -GLASS V F- p � Sic 169CI I SCL!Et1ULES OR DOOR !L)R C QJ L.IF:.SEPARA:!()a_.j�. _ Q L 73 D I,A 10 CLASS I % x jt f--en, y r. v11 '+ EXISTING WOOD --3"-- 1/2"(TRUSS OR RAFTER a [a 24"MAX.O.C.- ^\ 4�-t(z_i-i/21 `I� EXISTING FINISH { r I @ !n I _ ."•n h, j tTATFR'Al_ ry !\ t` 1/4"MAX.FROM PIN GUIDE t••x y- y t!B"GUf3 Tim /'T s ! I^I. w % 4`I` i 'l -r 1{ z 0. 6 t) %1�) _ .e � �,..-w� TO BUSHING'WASHLiR lTY'PJ ALUM.TUBE W/7FIREf j' ! J 1 - - r�I ro" M IrYP.I v4 m'/JOVD LAC IT ' / �S lf7�lt; ::!?i717?11:� { FINISH MA7 EfcIAL SCREWS WITH?-3/[." I ALTE=- 1 17 rf,';" !•_ tt t t { `` �1 - / " o�I 5' �u f -, ♦ `{ MINIMUhI T'HREADEO %1_1. � �-- `//�` -7/ 3/1 Pt Y4JL700 I- - k,:>,IL I PENETR,"T"IN WOOD Cw cLg� i•j/� -'- v4"w A325 GRADE THR.0 BOLT (D 7"OC E ) EACH RAFTER OF TRUSS, 8 �• j / OR.S/%"N 02S GRADE-I HRU 80L_T CT t2"0 C ;y••O C MAD; wHEl2'EI % - .5 6 '-�.t j GALV OR 5.S -- LL l�,I,`AwtwL .R .• '- I-uBl'`-EXTENDS 13EYOhID �• i1.5{ ----__ _ - H h 1/4"0 ELCO ULTRA-ON TO CONCRETE/CMU LAST'TRUSS MORE TTI A'i0 il---b-!'+`'•/' "' 7•• \ E _ m to g r L Y.if ii` a r K S"x 7/8".'.063 I E' G", EXTEND TUBE' TO t °y I-li+ ALUM.ANGLE W/THRE ''Li ne-' A� i y"0 C W/t-1/4.' MIN.EMB. t gg p 3 OR Vq"O,LAQ SCREW(a 9"D.C.W'/1_T/-B" NEY:T TRUSS. ♦•` ! u'i'!_ 3 Ya b',8 R o $.. pp i i_ 7¢ 1/4"a VJOGO LAG r•sRJ.EM© Ihl WOOD SG_(i.[-? r0 0.55 -tA j:L SCREWS WITH 2-3/4" COPYNG8LF8AMCLBENNNOf 1 1i 4_21`S.S.MACh1144E SCR[Ltl / / (- 13 :�l�� 'I MINIMUM THREADED ' 12_"G,c.IrJ BEr Ecr!TRLIS,SE-S [ '�r o o w 2.0-!26'1'S6 E.i:ISI'jj-JG(.0NLRE I-E. '+ ^/ WI'I'i1 1/2"a�ACCESS h10t-E U[J l9 p ul m EACH Or rRU S• ScwLE:. - IiGLI_UW I)!_UCK OR !%,/ 1 S••;ti 1/O"CONT. l 8 91•IS X y -__Bncl<sIDE Gr TuuF:o!t 'u $ S wgDD FRAMING SEE ALUM anG1_E luGn3-Tnl O.L.MAX. r_ IP, r' rweEN n rJLHDfs SC,YU[D.BA°.cU /.E'..._';^`-'-:'-_ I • C�G Q I-_ 24"D.C..MAX.WHERE PAGED S u v! APItiLE EXTENDS BEYOND O.I'J Tyr::OF S-I'FUCTURE % b LAST'I,RLjSt r40RE THAN L rdGLr- 1O 1_ i (MAX.DESIGN LOAC s 72 P.S.f';.1� --__. ��. �_y NEXT RU..S -..,\ !:"'ASS -I_rn! DETAIL _..._._E . U1AX.!-IF.Su;rJ LOAD 72 P S.P i a O _ J t. �5•, r_!,,.J _ --- 'IRUSS.MOUf\� SfCTION ! 7 � 4`!/ sC?.L.f SCALE-3 1'-D" FRANK BENNAJRDO,-FyE- PE4 0046549 CAN9885 V-AS ,--CLASS OR cc D 0 11 R i SCE.OUIGI, 00 C3 0 o -1 -,-- - -DESIGN ss Fa, PARA110114 1 0. SEPARAlION TO v (:i.Ass (01 =4z FOR VIRL 8 wZ R --7, CC .0 For 1,11N.FOR ID U. w 9z y to 9 r3vi z Q.!, w • U 0.L UX 3 1->< RAQj0I-IEAQFR MOUNTFD I G� PARTIAL EI.EVATIoN 19 Q. l< SOS 0,rN, A - Ul X I Eli SCALE: 3' Z) 9 `J- EXIISTINU m PIN STRUCTURE -j Lu lk ,250"FRDM-PI.14 J' O'yFQ GUIDE TO B 0 T-r 0 r4j IDF TO BOTTOM ECol Lu OF WASHER EXISTING FINISII In OF WASHER TYPE MATERIAL- 1/ MAX,FROM I'll, 0-Lu GUIDE To bluti-liN-0 rI 0 APCON LM 21, CP CONNECTION REFERIENCE ANCHOR &r(6)CUT IN I,"JNT[RVALS WASHER('I*'Y'P.) Oc W TI-I EMBED.ED. SCIIEDLILE FOR 1-1 A X. TO FOR E(SEE SPACING DETAIL T,T2 bl,U(b'- FOR ADDITIONAL \x B E \ , EXISTING H051'STRUCTURE EXISTING CONCRETE 0 L INFOL T YP.I OP&BOI FASTENER LM SACH i,'-CUT oc.l�apil.y WOOD if m AMING&WOOD ANCI- "E., L'ANCHOR.S&JEDULIF BASED MST 0,,, C�, CONNECTION TYPE To NOIC A" LEPTABLE 1 '9" NCORATIVE FLOOR TRAA.CK DE IL RIFY ANCI-ACIR SPACIOC� vc SE ALE 3-=i'--0" IS ACC17PTABI-E 13 ,iLL DETAIL v W;W.w Ulu g '7. nnennn V4-MAX.FRO( Fi i. Ii :,i % < 'IN QUIDE in FROM u J BUSHING WASHER .1/4-MAX OM PIN f�U!OE (T','P.) aJ T 6Fo-f..f OF HER-MYP EX.ISTiN;- 0 MACHIN BOLT STRUCTURE W/ NUT Cm 2"O.:c. (12) CUT AT IT-i-ERV ALS T 0 0 III CURVE.(SEC DETAIL y E-,-.ISTIIIIC FINISI-t_ L(51-0-:1 MATERIAL- [TYP 13[)-,'TOMJ REFERENCE ANC 1 CONNECTION TYPE KOR SCHEDULE FOR MAX (FASTENERSPACING Ca EACH PIECE CURVED TRACK SECTION DETAIL 0 Ia fi ALUM. .,LE CUT To /B AlJC 014f)c S 3EI! Upl,6017! OF CUT sijuvrER EXT Is 60 IT" I A 1)PliCI-VIDE SUPPOI T AND BACK.WILJ LIT S"U rTFR EXTRUSIONS �RONT F-RON,'OF EXTRUSION FwtNT AND BACK.WHERE CONS INUOUS,REINIOR IS NO] REQUIRED CONTINUOOU,REINFORCEMENT tLr2 p XTRUSION IS FRONT OF& 15 NOT REQUIRED.RED. m ZZ -, L , I Mrl,, In LL - I / 88 a IBM:. APPROVED MOUNT GONDITION,MIN OF TWO PER I NG R PIECE RIB APPROVrO MOUNTING C0fYF1%ffFRAWLBfiWARDC LO ?ITIQN,MIN:OF TWO PER ------- P -�%% - - -- . IF .20"!26156 SPACING WITI,A MINIMUM OF D -ENER AND )a------ Ez� APPROVED FASTENER AND APPROVI! -FASI 'rwo FASTFNERS PER CUT SPACIU13 WITIj A MINIMYN OF SCALE' I- PlEcIl TWO 12AS I'llNtRS PER CLIT PIECE PAGE.DESCRIFTION: TYP SECTION FOR 5I-11-1'17ERS q—,TYP. Al ii J OR ERNATC SECTION F SHUTTERS �Fj SCALF: 3" 1-0" 3a= (0) ANCHOR SCHEDULE: CONCRETE FRANK BEIJ JARDO.PE PEP 00465a9 CAF9885 G 2.5"MIN EDGE DISTANCE TOP PL AhIGF. - 2 x i COD DU SPACING '`l>;�'!"1:'•'". LOAD Spans Up To,6'•0" Spans,Up,To : Spans llNTo-13'-0_' _ XI _ CONN TYPE CONN "� - DF ANCHOR (psf) CON TYPE - - _ S - - - NC_IOR ISEE tc'I ID14 Cl C2 C3 I C4 C5 C6 Cl C2 C3• C4CS. Cfi .` S. .Cl. C2 C3 C4 CS C6 O 3 4"1TW TAPCON OR DEWA 48 16,0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.5"30.0..36.0"1 "15,5"16.0" 6.5" 6.0" 9:5" 9,0" `-- ---' `-- ------•- �� ..- ULTRACOry;WITH 1-3/4" 6 16.0"16:0"12.5 12.0" 14,5"16.0"16.0":4.0 " 7.0" 13.01'10.0" 11.0"10.0" .5.0" ...- EMBED(3192ps1 MIN CONC) 72 16.0"16.0"10.0" 9.5' 16.0"12.5"15.5"16,0" " 6.0"..9.5" 9.0" B.0" 4 0 1 x$IT'YP.)� __ (� `� �4 L°_` 'co'N✓ 110 14.5 1A.5" '6,0" 5.5'+ DE Bl51' �B.5- 9.0" 7.5" " fi 4,5"' 6.0" 7.5"' 6,(1...;'`%% S O.i;-5.0" B�OT.FLAIVGF ANCHORI11SEL SPACINGOR O4 HEAL,.R•/SILL .� o� 200 7.5" 6 //,!%f,.%/%/, 5A 7.5" 6:0" � `.,%'fi 5.0" '7.5" 6:0". if%/ S:P" SC0,10I•!X) __ _ W P O LLFASi 98 16.D"16.0 16.0"16.0"16.0'.'16.0"16:0"1fi.0"11.0"30.5 1¢:0"1q.0"14.5 14;5" 6.5 6.0" 9,0" 9,5" S)D'E CLOSEST TO OPEN;NG' �,(!)LLN a� j WITH 1-3/4,"EMBED(3275ps1 62 16.0"16.0"13.0"12:0"16.0'!15.5"16.0"16.0" B.0" 7.0" 12.0"11.0"10,0" 9.0" 'S.0" .4.0" 5.5" 7.5" 'MIN CONCRETE) 72 16.0"16.0"10.5" 9.5" 16.0"13.5"14.S"i4.5". 6.5" .6.0" 9.0" 9.6" B,5" 7,0" 4.0" ;'•j<4.5 6.5" MOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. O 110 33.0"13.0" 6,0" 5.5" 8.0" .9.0" 8.0" 7.0" 4.0" r% 4:5" 6.0" 6.5" 5y5'; %;:;;::� „//,, 5_" S _....___._._._ W zoo 6,5" 5.5 %'1%�.r.!%i?' ,r '1 J.-/rr /. T7- SPACING DIAGRAM 1-UR. C1 CUNNI C f,UN TYPE: [ I a o� .:.�,..%ii 5.5 6.5" 5.5' .. .% 3,5" --_. .-_, y Lu 14"DE WALTCRD(33SX 48. - C1 COIMIq�CTION TYPE USING PIECE OR © G;,y�(�0 10q / 1fi.0"16.0"�1 :0!'16.0" I6.0"16.0"1fi.0"16:0"15:0"15.0'!1fi.0"56.0"16.0"16.0"10.0.' �B.S" 12.5"14.0" SS4 W/2"EMBED(3350ps1 62 16.0"1L 16.0".36.0"16.0"16.0 16,0"'16.0"12.0"10.5"16:0"16.0"14.5"13.5" .7.0". 6.5"..8,0 11.0" ' ` .)) II'oN 0xw MIN CONC) 72 16.0"16.0"15,5'-'14.5"16.0".16.0 16.0"16.0".10,0" 8,5" 12.5"14.0"12.0"10.5"'6.0" .5.0". 6.5" 9.5" ^ tl 110 16;0"16.0" 9.0" 8.0"_1_1.5"_13.0"12.0" 30.0" 6,0" 5.0". 6.0" 9.0" 10.0" 8:0" 5:0" c-.-n/ B COMBINATION LL m Or 2x511'YP) .._._. �, 11 /�� COIN BINATION �rr'li) o W J 200 10.0" 8.0" 5.0"14.0",- 5.0'; 8:0" 10. .':' 0" 8.0" 5.0"I A.0'! 5.0" 8.0" 10.0" Ba. S,0" q,0" 5.0" B.D" ---- ----P --- 1"MIN EDGE DISTANCE Lu - 1/4"ITW TAPCON OR DEWAL '.CS C6. n no!I Cl C2 C3 C4 C5,: C6 Cl C2 C3 ,C4 'C5 C6 C1 C2 C3.. ,C4 --" __ _\ ' ULTRACON;WITH 1-3/4" � -;'S L'JMBI lA' /iJ �D O EMBED(3192ps1 MIN CONC), 48 16,0"16,0" 7.5".'7,5'! 16,0,! 7.5" 16.0" LE SA" 4.S" 16.0.".5.5" 15.0"15.5"%//;/ /%i.9,5" ii.: .. __ - -`- - - BED(3192ps1 MIN CONC) 62 16.0"16.0" 5.5" 5.5;' 16.0"•6.0".16.0"16.0",j' 12:5" 4i0 30,5" 9.5" 72 16,0"16,0" 9_5 4.5 16.0" ILL-5.0" 15,0"1 �.'•.�% +i: 9.0" 7.5" %i%i .:/i:4'S" - 130 19,0"14.0" `i%/i;' 8.5" // 8.5" 7.5" ;:,,, 4.5" •l/5 7.0" 6.0" �ii j'%,(r;' '!%G S 1'i YP.1 2 x s(7YP.1 -- '----200 7.0" 6.0" >:5i:>.,..n.h 6i/.:�:?s!:i 7.0" 6.0" i x. 1/4"MILLENIUM MILLFAST _48 16_0•'16.0"13.0"113:0"16;0"13.5"16.0"16,0" 8.0" 7,5 1_6:0"_9.5" 11.5"1.1.5" 4.5" q,0 7:0" _6.5" PIOTF.• "S"It•lGlf_ATES ANCHOR SCI-IEDULC SPACING WITH 1-3/4"EMBED(3275ps1 62 16,0"16,0" 9.0" B.S" 16.0",10.5 14.0"15.0" 5.5" 5.0" T9.5" 7.5" 8.0" 7.5" 'q,5"� Si0" SPACIi`IG DIAGRAM FUR_C3 & Ch CUNNGCI-IU"J iYi'F: '�'^>! MIN CONCRETE) 72. 16.0"16.0" 7.5" 7.0" 16,0" 9;5" 11.5"11.5" 4.5" A.0"% 7.0". 6.5" 6.5" 5.5" ..'i�. ,ji, Yji'/. 4.5" - _ - - 'a' 10.5"10.5".9.5" 4.0" 6.0". 6.D" '6.5"' S.5" :/�;:j%/:</�„'4:0". 5.5 4.5""/.'i%•"%::i :'//./T'•'-ter AhJCI i0R5 ONLPY TYP_U ,P_C W Uf L FSING IF E (iJ ITI-i O SID' 200 5.5" 4.5" %>:v,',.;;{;' %%.y,;;'�./,;,.,;�y/./ 5.5 'ql5" ii'.:.%a%:/:i%e;ii - l�LOMME'CPION TYRE USING.-PIECE ,A a u ' /' (Ei) OR 12 WITH 1-a O 3 1/4"ALL-POINTS SOLID-SET 1-1'/4"MIN EDGE DISTANCE. OU-I'SIDF.ANCHORS ONLY �'6;r...0 pa u ANCHOR W/7/8"EMBED& Cl. C2 I.C3 1 Cq.I CS•} C6. 'Cl C2 C3 C4' ..CS L6 C1 C2 C3. C4 CS C6 ANCHDR NOTES: Z. Z.m 9-•Z; 1/q-20 SS MACHINE SCREW 48 16.0"16.0" 9.5"j 9.5" 16.0".30:0"Ifi:O"16.0" fi.0"15.5" 16.0" 7.0'! 30.5"11.0" 3.5" 3.5" 6.5" 4:5" 1. SPANS LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING P. 0 (3000ps1 MIN CONC) 62 16:0"16.0" 7.0"16,5" 16.0': B:0" 13,5"14.5" 4.5" q.0" .9.0" '$,5" 7.5" 7.0" '.i%%'%4.0" 3.5" LONLY.ALLOWABLE-STORM E SHOW SHUTTERSPANS O3FOR-SSPPECIFFIIC LOADS MUSTIBE 72 16.0" 16.0" 5.5 5.5" 16.0+;:7.0" 10,5" L1.0" 3.5" 3.5" 6i5" 4.5" 6.0" 5.5" /i'%/< ji; 3.0" 3,0" D' O TH N IN B 1 R' A 4.E( g,l). N • 110 10:0"10.0" 3.5" 3.0" 6.0", 4:5" 6.0" 5.0" �;!� :: 3.0" 3.0^. 5:0" 4.0" !ii:;! ;.!/.,;: 2. ENTER ANCHOR,SCHEDULE BASED ON THE'IEXISTING STRUCTURE.MATERIAL, -E L w 3 . 71'r!%i/S'4'.i%i% 5.0" q,0" :r:!�•, %i/.•.`;/.•.%•%%i/ 5.0" 4.0" :;�/:f�;: Y,9�a %i ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD.GREATER THAN OR o E UA4T0'NEGATIVEDESIGN.LOAD ON.SHUTTER AND SELECT SPAN GREATER a v 1/4"ALL-POINTS SOLD-SET •3"MIN EDGE DISTANCE p m THAN OR EQUAL'TO SHUTTER SPAN. u ANCHOR W/7/8"EMBED& Cl -C2 C3 Cq C5 t -.C6., Cl C2 C3 C4 C5 C6-' C1. ,C2. C3 Cq .-CS C6 .px"" m 1 4-20 SS C/ MACHINE SCREW 48 16.0"16.0"ifi.D'•116.0"16.0"16.0"16.0" 16.0"i4.0'!13.0' 16.0•'.16.0!•16.0 160".'N. . 7.5" 11.0"12.0'• 3. SEE MOUNTING SECTIOIV`DETAILS FOR!IDENITF7CATION OF CONNECRON TYPE. � o (3000psl MIN CONC) 62 16:0"16.0"16.0"16.0"Ifi.O"16.0"16.0"16,0"10.0" 9.0" 15.0"13.5"12.5"11.5" 6,0"' .5.5" 7:0" 9.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM¢-90'HOLLOW CONCRETE 12 16,0 16,0 13.0"12.0-16.01 16.0"16.0"16,0" B.5" 7,5' 11.0"12.0"10.5" 50" 5.0 4.5 5.5" 8:0" BLOCK OR WOOD FRAMING..REFERENCE ANCHOR SCHEDULE FOR PROPER •I _ 110 16.0" 16.0" B4O" 7.0" 10.0"11.0"10.5" 9.0" 5.0" q.5" 5.5" B.0" B:5" 7.0" 4.0" 3.5" 4.5" 6:5" ANCHOR.T'YPE BASED ON•TYPE-OF.EXISTING STRUCTURE AND'AP.PROPRIATE s _ .._.___-_.:..-_�_. _._....._...._._..._._,.._._.._.._..._. _.._w..._.._.__...._.__..._.,,. ____ .__ CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 200 B.5" 7.0" '4,0" 3.5" q.5" 6.5" B.5" 7.0" 4.0" 3.5" 4.5" fi.5" 8.5" 7.0" 4.0"' 3.5" 4.5" 6!5" CONNECTION TYPE. 1/4"DEWALT SS DROP-IN 2^5/B"MIN EDGE DISTANCE. W/114-20 SS BOLT AND Cl I C2 C3• 'C4 I CS I C6 I Ci- .C2 .C3• C4 C5 C6 cl. c2 C3. c4 CS: c6 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 1"EMBED(3000ps(MIN 48 16.0"16.0 16,0'I16.0" 16.0"16.0"16,0" 16.0"10.0" 9.5" 16.0"13.0"12.0 12.5 6.0" 5':5" 7,5 9;0"' ONLY. Ru a CONC) 62 16.0"16,0"12.0"11.0:' 16.0".19.5" 15.0" 16.0" 7.5" 6.5" 10.0"10.5" 8.5" B.0" ` e 1=1 7.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED __ 72 1 16.0" 9.5" 9._0'� 16.0"12.5"12.0"12.5'_' 6.0" 5.5" .7.5" 9.0" 7.0"_ 6.0" ,;j�;.f�:..;%r% " 6_.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT il r/ r !r /� / FLENGTHS INISHES SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 6 IoW- 15.0r F % /% 110 11.0"11.0" 5.5" .5!'� 8.5" 7.0" 6.0" /<�/ S.5" :+','�,•��; •� W 200 5.5 ii/,i/.•j.6;•.,fr%:!%'%:%l':5.0" 5.5•' lli.%":•/i'/...%%/i>-;� 5.0" 5.5" //i/i ii.•'.:+%.•S%i%`%/i%�: 5.0" � 1/4"DEWALT SS DROP-IN 3-1/2•'MIN EDGE DISTANCE 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS VARY..FIELD'VERIFY.THAT:FASTENERS ARE INTO ADEQ UATE WOOD FRAMING W/1/4-20 SS BOLT AND CI C2 C3 C4' CS' C6, Cl C2 'C3 ) C4 CS C6 Cl C2 t3 C4 CS C6 MEMBERS'NOT PLYWOOD.FASTENING TO PLYWOOD Is Q ACCEPTABLE ONLY FOR tis3s 1"EMBED(3000ps!MIN 48 16.0"16,0"16.0"16.0" 16;0!' 16,0"16.0" 16.0"1.1.0"10.0'16.0•'3 .0"13.0"13.0' 6,5" 5.5" 8.E' 9.5" SIDE CLOSURE PIECES. 1 I t56t x CONC) 62 16.0"16.0^13.0"12.0"16.0°1'5.5r 16.0"16.0^ e.D" zo" 10.5"1};D" 9.0" s.D" s.o" , :s.D^ 7.5" 8. WHERE LAG.•SCREWSI�FASTEN TO.NARROW FACE OF STUD FRAMING,FASTENER -- - n • ..._;1 72 16.0"16,0"10.5" 9.5" 1fi3O"13.5"13.0"13,0" 6.5" 5.5"' 8.0"' 9.5" 7.5" 6.5" :;!;i '•�:i %�:�:', 6.5" SHALL BE LOCATED 1N CENTER OF'NOMINAL 2"X 4"(MIN.)WOOD STUD.3/4" 'u 110 lz.o"11.5" 6'.D",5.5" 7.D" 9.b' 7.5" 6.5" ,r//;,• ./,.J / 6.5" 6:0" so',is/i:y.,;i i;j 5.5" EDGE DISTANCE IS-ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL Jm a 200 6.0" 5.0 ',./;;,%;.> %;•5.5" 6.0" 5.0" 5.5" HAVE PHILLIPS PAN HEAD*OR HEX MEAD. y LL�In� 2"MIN EDGE DISTANCE. 9. MACHINE SCREWS SHALL HAVE MINIMUM'OF 1/2"ENGAGEMENT OF THREADS IN #12 SMS W/2"EYEWALL Cl C2 C3 ; C4, C5 'C6 Cl -C2 C3 C4 -05 C6. C1 C2 C3 �C4 CS C6' BASE-ANCHOR AND MAY HAVE EITHER A'PAN HEAD;TRUSS HEAD,OR WAFER G0PYNGl8FRAWL6EWVM( ARMOR INSERT W/2"EMBED qB.16.0"16.0"13,0"113.0"16.0"'13.5"16.0!'16.0" B.0" 7.5" 16.0" 9.5" 14.5"15.0" 5.0". q.5" 9.0" 6.5" HEAD(SIDEWALK BOLT),-U.O.N. (2000p51 MIN CONC) •62' 16.0"16.0" 9.5" 9.0" 16.0"10,5"16.0"i6.0" 6.0" S.5" 12.5" '7.5!' 1'0:5" 9.5" 3:5" 3.5" S.s" 5.0" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE.USES. 20-26156 72. 16.0"16.0" B.0" 7.5" 16.0:' 9.5" 14.5"15.0" 5.0" 4.5" 9.0 6:5" 8.5" 7.5" 3.0";''i' 4:5" 4.5". SCALE: - U=," 'J �3 110_13:5"13.5 4,5" 4.0" e.0;' 6:0" 8 5' 7.0 3.0".•r'fi 9:5" 4.0' _7:0"' S.5" %;':,::'r 3.5" •3�5' *� DESIGNATES ANCHORS WHICH ARE REMOVABLE'BY REMOVING MACHINE SCREW, _ DESCRIPTION: PAGE DESC ' __ . _ NUT OR WASHER WINGNUT. - c 200 •7.01, 5.5" � i%;% 3.5" .3.5 7.0" S. 1y/f %/i�'�3.5"- 3.5' 7.0" 5.5" %%J:/-�/'•,'3.5' 3.5" 10. MINIMUM.CONCRETE STRENGTHS-AREAS INDICATED IN ANCHOR SCHEDULE. #12 SMS W/2.75"EYEWALL 48 1'6.0':16:0. T6.0"1$.0"16.0"16:0" 16.01'16:0"11,5"11,0"16.0"14.0"16.0"16.0'I 7.0" 6.5 11.5" 9.5" lu 'ARMOR INSERT W/2.5' 62. 16.0".16.0"13.S"113.0"16.0"15,5"16.01'16.0". 8.5" 8.0" 16.0" 11.0"13,5"12.0" 5.5"• 4.5" 7.5 7.5" 11. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT-BE USED TO L1 EMBED(20DopsI�MIN CONC) 72 16.0"16.0"11.0"10.5"16.0"13.5"16:0"16,0". 7.0!' 6.5". MS" 9.5" 11.0" 9.5" �4.5" 4.0" .6.0" 6.0" DRILL INTO HOLLOW.BLOCK NOR.SHOULD IMPACT DRILLS. USED TOj NSTALL __ �- '"• CONCRETE•SCREWS•TO.HOLLOW BLOCK. GF-•�I�-a,: ,-:;, 110 56.0" 16.0" 6:5" 6.0" _10.5"_9.0" 11.0"_9.5" 4.5_ 4 0_ 55'_6.0� 9.0'_ 7.5" _3.5" 3.0" 4.5" 5.0" h�I 7I " � 200 9.0" .7�.5" 3.5"7 9.0' 4t5"' SA' 9.0"• 7.5" 3.5"I9.0" ;4.5" 5,0" 9.0 7.5". 3L5 3.0'•' 4.51i •5,0" 12. ALL MILLENIUM;MILCFAST CONCRETE SCREWS SHALL T&C ULTRACOTE. LJ 0 1 i i• FRANK BENNARDO,PE ANCHOR SCHEDULE: CONCRETE (CONT.) PEN 0046549 CA:f9BS5 2-3/16"MIN EDGEDISTANCE 3-1/e"MIN EDGE DISTANCE - G Spans Up TD,6',Q'_ Spans Up TG_9_-B", Spans Up To 13'e" S�aQs Up,'[o 6'-0" Spans up To 8_e" Sans Up To 13'-Q"- - �"t c LOAD CONN TYPE CONN TYPE CONN:TYPE CONN TYPE CONN TYPE CON*TYPE O ANCHOR (psf) x Ci Cl C2 C3 C4 C5 C6 Cl C2 C3:>:C4 C5 CC6- C1. -C2. C3 C4 _C5 C6. .Cl C2 C3 C4 •CS C6: C1 4<C2 C3 •C4 'CS Cfi .ClC1., C2 C3 C4 1 C5 CrC6. 5/16"ITW TAPCON XL WITH 4B 16.0"160'16.0"16.0"1fi.0"16.0"16.0 16,0"15.0"Y3:5"16.0"16.0" 16.0" 1-3/4"EMBED(2899psi MIN 62. 16:0 16.0"16 0"16;0 1fi.0"16.0"16,0"16.0"10.5":9,5 15.5:1q 13.0;'12.0 6 5' .5:5 7,5 10,0 16,0 16,0,1610: ifi 0"I6.0 16:0!'16,0:16 0'11,0" 9,5" 16,0"15.0','13.5".12 5 i 6,5". 6(' CONC) 72 36,0".16.0"14 0 13.0"y6.0';'i6,0:'16;0" 16,0" 9.0" 8.0" 11.5"12:5"11.0" 9.5" 5.5" 4.5" S- 8.5'16.0 i6,0 14:5 13:0 16.0"1fi 0 160'16.0" 9.0" 8 0. 12 Q'13,0"11.5";30 0 5 5" 5:0. 6.0'•' B:5" 110 1fi.0 I6.0" 8 5 7 5": 50.5 12.0.50,5 9.O" '5.5" 4.•5" 5:5" ;8.5 9.0 .7.5 4 5' .4 0" 4.5" 7.0"'Ifi.O"16 0' 8.5"- 7;5".10s.12A"5i.7e'9.5 5.5" d:5"'6t0" 8 5 9 0"'r7.5" 4.5" 5.0 4.5" -7:5;'' s.. w.m, o'. m �c�uluzr• - „ 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".$0" 4:5" 7.5" 9.0",7,5" 4.5" 4.0". 4.5" 7.5" 9.0� 7.5" 4.5" 4 0' 4.5' 7i 5/16"DEWALT ULTRACON 48 1fi,0"16.0'!16.0"16.0"16.0".16.0"16:0"16.0"1fi.0" 15,5 lfi-0"16.0"16.0"16.0'10,0' .9:0":12.0"15.0"16.0"16.0"16,0"16.0"16:0"16.0"16.0"16.0':16.0"16.0':16.0"16.0". 16.0"'16.0"1-1 0' 9,5' 1'3:5"16.0" WITH 1-3j4"EMBED(3500ps1 62 1fi.0"1fi.1 16.0"16.0".16.0" 16,0 16.0"16.0'•'12.0"11.0 16.0"16.0 14.0"13.0" 7.5'! 6.5" .B.0" ll.5'!16:0".16,0"16,D"16.0 16.0 16'0 Sfi.O'.'16 01 13.0"12.V 16.0"16.0"I5.5 14.0 8.0" 7,0" -8.5" 12.5 tt,(i MIN CONC) 72 16.0"16:0 16.0 15.0"16:0^•16:0'!16.0"16,0!30;0!' '9.D 12.0"35.0"1'1.5"10.0" 6.5" 5,$" 6:0" 50.0"16.0"1fi:0".16:0"16:0 f6.0 16:0 16.0!'$6:0"11.0 9,5" 13.5"1§.0;'y3.0"11.0 7.0 i6.0" ZO" � {§rj a,_ ' O i'f 110 16,0"16:0" 95 80" 110 1410:'11.5:'10.0" 6.0 5.0 6.0 10,0 9.S" .8.0" 9.0 /;;%/r 50 �'8,5 l 16:0:'1fi.0'!10:5" 9,0" 12.0"15.5"12.5".�'110' fi 5' :5.5;'I G6.5"-10,5! 10:5". 8.5!' S:S,',/, i 50 `--9j0", �Plit �x'a L-LU,p w: r. 5 0 910 u 200 9.5" 8.0" 5 0 /,':•h 5.0" B.S" 9 5' 8,0" 5.0" ` 'S:0" 8.5" 9.5" 8.0",5.0" 5.5" '//-:• 5.0" 9:0" 10.5";8 5 5.5",.' %!/-5,0" 40". 30.5"• 8.5 5.5 .. }` �w v3 1rq /4"DEWALT TAPPER+W/ -1-1/2"MIN EDGE DISTANCE 3 MIN EDGE DISTANCE ! (jJ (�I:L°i 1-3/4"EMBED(3000ps1 MIN Cl I 02: C3: CA-. i CS 'C6 Cl.i C2: C3 -C4:' C5 C6 C1. :C2 C3 'Cq .CS. C6. .Cl. :C2 C3' C4' CS C6. .Cl-,'C2 C3•. 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Z61,56 6.0,,. ..5.5"r 11.0"'7.5": 7.5" 5%f::1;/.•_::;? �r%:r'%:i 1% :! iffy SCALE:- .0„ 7.0„ i'<fi, i• J ;9:}'� .Y;: - •r r.,-.r., i .,...., .. •,•i r! 72 7. ?i!1.'v !:.%4 lJ' `••h,�rr'l>9fi"% ''/,'r .1, ,•.. :i%,>T.%L� rr 7l :r/.,, .[rJ:>///;%/:`j.•,/,r;::-r r/,.,/ .:/. PAGE DESCRIPTION: 5 ._,.. -'7/.r. 44 /.''': f�% ... - .i%.;';i•:rj ./;%r>'•'l'±fi$r.�.�`±%r.r,: /,.:'L-5./%�:%<'/�r/i'ii:i;,/r;..%.'6.5" �6.$'.` ,-:••i,.'•.�. .//,!>/�!v. �;./,:.,:;t?!i rii �.�. .r.✓,•. r--:--. � 110 II,.•+,..f>,;r�..,/,.r ../,�. .�-;i.�G. _ `J i.,.�.r%•'. ,,,,yy 9:� „'. �, � �% 200 11 i i FRANK BEIVNAROO.PE •PEN 0046599.CAF9ass zl o. ANCHOR SCHEDULE:_WOOD (G_=0.55,). � •~p.a ANCHOR SCHEDULE: HOLLOW CONCRETE.BLOCK: ,CONT.) Lt)),I cn ..._� MIN EDGE DISTA 3/4" � NCE LLN 3"MIN EDGE DISTANCE rj Spag9 Up To 6'-0,'_' Ssaps_Up TO 8;-8° Spps Up TO 13:-D"•< W.I`j I'O 2$r�$ G Spans yp TO 6�0' SQaR9,Up TO B_-B" Spells lJp TO 13_0" O LOAD CONN TYPE CONN TYPE �CONN TYPE u.-. W 0=p LOAD CONN TYPE CONN TYPE CONN TYPE _. .ANCHOR (Ps!) ,Cl C2 C3 -C4- C5. Cl C2 C3 'C4 ,CS 'C1 C2 C3. C4 I C5_- {7 �Q W im =.r JANCHOR (psf) CI :L2, C3. .Cq 'C5 Cl ;I C2 'CT '.C4 I CS Cl.':C2 I-C3. C4. C5 1/,4".LAG SCREW W1TH.13/4 4B 16.0"16.0..11.5"11.5"16.0:'16.0"1fi.0"..7.5" 7:0" 16.0 16.0"36S", a.5" 45 15:0" �<�r Om:pa � ' 1/a'DEWALT TAPPER+W( -IAB 15,5"15,5" fi,5". 6.5'.' 15.5"10.5:'.10,5" 4.0'.' .4.0" 10.5" 6.0"; 6.0" ;,/f:l� ,;5 is%%/ MIN THREAD PENETRATION '62'16 0..1fi:0:'•8,5....8:5" 16:0"1fi.0"lfi.b" 5.5 5:5"16:0"I6:0"15,5" 3X' •3,5" 9.5:': i w 1-1/4"EMBED '62 12.0"12d0'' .4.5" 4:5,' 12.0" 7.5 8.0" /'' %, N w //;r/,r'S,D"' 4.5", 4.0".r,. i%% s/.t/ij%/. 72'. 16.0"16.0'I-7.0" 7.0" 16.0'.'16.0"16.0" A.5" 4.5" 15.0"14:0"12:5" 3.0" 3 0. 7.5" .� 72 30.5"10.5" 4.0" :•`i"^1. 9,0" 6.0"'fiA" %•!i.' hh.MEMO Y,r. i>y // "'?ills%qi rig'/l 2.'1yJrJ"' f%r �rl,Y! ••:�� ' 'i1`i 110 16.0"1fi:0" 9.5• 9,0:' 13:5"14:0".12.0" 3.0" •2.5" 7.5 11:5 9.5" tfi3O s }--1.,=,:r•.^.f I10. 5.5"y 5.5'.'.;i•�,!� �r //, %'� ✓i i%',•��4 L•%/// ��/..','I/,•i ,200.11'.5" 9;5" '2.5". 2.0" 6:0'.' 11.5" 9.5" 2:5" 2.0" 6.0" 11.5".9:$" 2:5" 2:0" I6:0"- .o ul Ou. 300:ir.,i'4:;/fi///r:'%%f/!,%:.;/1/:.Y.:;S':r/.•' '/i;ll,:%/r%"fi.:21,//.:/<r1, !/i•i�.•f[!ii '^ _ u O " •"I 7/16':WOOD,BUSHING WITH 48 16.0"16:0" 9.5". 9.5". 16.0"13.0;•;3.0_ 5.5". .5,0'_13:0'_ 7.5'± 7!5 3.5" ,3.0.+ j4.5_ 1,;�1. __......,._ I W I � b #12SM5 W/2 EYE 48 36,0. 1fi.0" 8.5". 8,5".16.0"13.0"13,0" 5.0" 5.0"'32.5" 7.5" 7.5" 3.0" 3.0" 4.5" ,o 1.13"MIN EMBED&1/4-20 62• 14:5"14:9 6.5:'6:0" 14.5" 9:ST 10.0" 4.0".3,5" 6 5 $9 �5;0"'2;$" 2 0 130'" („j�;,� y-I O Om.ARMOR INSERT W/1"1/q' 62 1q,SI 14_i' 6.0" •6:0"'1A.5" 9,5 10,0" 4.0" 3.5" fi•0" 5,0",:4,5":'��I�i: 3.0" II SS.MACHINE SCREW EMBED U' 72 12.5"12.5 .5.5'.' 'S.0'! 11.0" 7.5" 7.5" 3.5" 3.0" 4.5 4:$': .3:5" 2.0" %':/%'.2.0" 0 - ^ "••. '72' 12.5'12.5" 5.0" 9.5" 11'.0" 7.5" 7:5" 3.0" .3.01' 4:5" -4.5"''3.5" s'.',/;%%';,'%%1,� O �G� •110 7.0" 7.0" 3.0",:Z.S': 4.0:' :4.0" `3.S" 2.0" f,.,j 2.0" '3.5" 3;0." iyiOO/i�`,'i; 110 7:0" 7.0 3.0" %/:5i 4;0"- 4.0:: 3.5•, ..f%%/ ! /, !r 3,5„ 9.0 f r r/i'f!/i/ii V 11,11� 200 3.5 3.0" :ilr//.•l; f I%%%�Lr', 3.5" ?0' lr/�.%//fYri t !. G 200 3.5" 3.0".,,ii./%G%i.%i/i, 3.5",3.0't '/,j �:%G• :i✓//,'.•%'%% 3,5": 3.0 ��nyj q%;:_y 3• 9.14 SMS:#1'4.WOOD SCREW'48�'16.0"16.0"'13,0"13:0.':16:0"16.0"16.0" 8.5"�.8.0" 16.0"16.0? �AN�CHOR SCHEDULE: GROUT-FTLLED.CONCRETE BLOCK PENETRATION. �6b 160 161U"'80" 75" 0"i6:o"i6:p^ s:o' 16.0" . iis^lino as" 3o Ii6o" I WITH 1�3/4"MIN THREAD t l {}!11111111111111111\u• 110. ISO"16.0".5.0" 4lS" 3.0" 3.0" 6.0" 9.0" 7S5" 2.5" 2:5��c4.5" 4"MIN EDGE DISTANCE 200' 9.0" 7.5" '2.5" 2.5" 4.5" 9.0" 7,5" 2,5" 2.5" 4.5" 9.0" 7:5" 2.5" 2:5"N4.5 .w.�;d �ana,UpSpansUpTo6' _ o CO ¢LOAD NN TYPE ON: CONN TYPE w. o =� ANCHOR (pso C1 I C2 C3.I C4 CS C1 I C2 .C3 C4 I CS C1 <C2 I C3 . C4 .Cs ANCHOR SCHEDULE: WOOD. G=0.42 'a" I en 5/16"iTW TAPCON XL W/ 48 16.0' 16.0"16.0"16,0"16.0:'16.0' 16 0'16.0 16.0"16.0"I6.0"•16.0 10 S 9.5" I5.5" :-��-• � � - •'zm R z 2-1/4-MIN.EMBED fit 16y0"16,0"16,0'!16.0"16:U"16.0'y'16,0".12.5"11,5°1fi.�"16.0";16A" &0" 7.0" 10,0'_' - 3/4"MIN.EDGE DISTANCE - 72 16.0"16.0"16.0"15,5"16.0"16.0".160"10.5 9 5' 15.5"14.5"12.5 6 51 :5:5" 8,0" Ci Span_s'Up Tp 6_-0_' SpanLVp_(o 8'-8" Spays Uo To 13 0"' Ila 16,0"16.0"10.0" 9:0" 14.0"14.5"12.5" 6.5' S 5" 7,5" 12.0"10.0 55 4.5" 6A" C:O LOAD CONN TYPE 'CONN TYPE 'CONN'TYPE y O u 200 12.0"10.0': 5.5" 4.5" 6.0" 1Z.0"30.0" 5.5" 4.5" 6.0" 12.0"10.0" 5.5" 4.5" 6.0" _' ANCHOR (psf) C1 C2 C3 3 Ca. C5 c1. c2 C3 I ca c5 c1 c2 c3 ca. I cs E 0 5/16"DEWALT ULTRACON 'A8. 16,0"16:0"13.5"13,5"16.0"16.0"116,0" B.0". 7.5" 36,0" 9.5" .9.5" ' /,!,/r,% 6,0" 1/4'LAG SCREW WITH 1-3/4' 40. 1fi:0:'16.0" .9,0" 9.9". 1fi.0 16.0"16,Q" 6.0"+ 5.5'.' 16:0::16.0!'16.0" 3.5" 3:5" i0,0:' o W/2-1/4'MIN.EMBED _62 16,0"16.0" 9.5". 8.5" 16.0"12.0"12.S" 5.5". ,5.0" 8.0 6.5"e,6.1 a' F :.; 4'w I!i'0'..l'f /:fi MIN THREAD PENETRATION 62 16.0','16.0" 6.5" 6:5" 16.0".16.0"16.0" 4.5" :9.0" 13.5"11'.5"30'.5" 2.5" .215 16.0" 0 J- 72�16.0"16.0"-7.5" 7.0" 14 0 9 5'.'• 9.5". ;r�%;'�% 6.0 5 5- /� /•(/!/ //%: , N 72 16.0"Ib.0 5.5'•' S;51 16A"160'16A" 3.5" 3.5,, 10.0" 9:5" 6 0" 2,5" 530. 8.5" 8,5" :i,%i1?' , ll 5.0"• 5,5'},i%J .%iirn:/!i/,i/,"/,7u� %/'!,%'r%%%fl/,:'i,i: }-111111111L'I% 110_15:0 14.5 3_5". 3.0.':• 9_0" .9.0" 8:0" -To"• 2.0" 5.0". 7.5'.' '� 200 i!/;!-.� R,GS:i%,r:%�:+r.'''/.�/.,; Zi'' r... %i 5 i,/. i%%:%%r: •• i r/;i ,i/'. ,� .200 7 5" -6,0 -2;0 •/ 4,0".'2.5° 6:0" 2,0" ./i/: 4.0" 2 0'.' 2"MIN EDGE DISTANCE #14 SMS,..#14 WOOD SCREW 48 16.0"16.0" 9.5" 9.5" 16:0"16.0"16:0" 6.0'L 5.5" 16.0"11.0'1111.5 3.5" 3.5 17.0" Cl C2 C3 C4 C5 Cl.I C2 C3 Cq C5 CI C2 C3 C4 OR'1/4°DE"MINT PPER+ 62. 16,V 16,0" 7.0" 6.5" 16,0"14.0"15.0" 4.S' 4.0" 9.5" 8.0" Z.0" 2.5"' 2_5" '4�5" .CS 0 W1TH 1r3/4"MIN THREAD -...._- _.,_-_...__..-----.•.,� - ..___ _..� .- - 72 .16:0"16.0"'.5.5"• 5i5" 16:0'.'11.0"11.5: 3.5" 3.5" 2 '6.5" S.S" 2.0" 2.Q1i 3.5" #12 SMS W/2°EYEWALL 48 16.0"16,0"10.5"10.5"16.0"16.0"1fi.0" 6,5" 6.5" 16.0"12.5"12.5".4.0" 3.5" 7.5" 3 PENETRATION •y ARMOR INSERT EY W EMBED 62 16.0"16.0'}.7,5" 7,5" I6,0"I5,5"16.0" 5.0 4.5 30.5" 9.0" 8,0" Y. /:'% 5.0" •n11N14AllRlARllp• 110 10,5"10,0" A,5" 3:0"�, 6.0" 6.5",.5,5" Z.0" .2.0 3.5" 5.0" 4.5" 2,0'.' ./r%/112.5" <•• 72 16.0!'16.0" 16.0"12.5"12.5" 4.0" .3.5"'7.5" .7.0" 6,5" ';i/ '/%ii 4.0". 200 5.0" 4:5" 2.0" /�f 2.5'• 5,0" 4.5" 2.0". 2.5" //r.112.5" 110 11.5"11.5" 4 0" 3:5" 7.0_ 7.0 l6.0 f f. 3.5"- 6.0 5.0 3'.0'-r _ 200 fi.0" 5.0" '•i,'¢'//,,s'LiG, 3.0" .3.0" 6.0"' �n$g -Qmmm�lm 3. i i ci tl 4'dy�oG �6 2 aSE: : ' COPTP16RfFliA1ML-9ENNNN( 4 ANCHOR P10TES:SEE SHEET ZO-2fi.1`S6 10 FOR ANCHOR NOTES. _ --� 'SCALE' PAGE DESCRIP,TIOtiI t I I • 1 ROUND WINDOW FRANK BENNARD0,PE ASSEMBLY PEEP 0046549 CA9988: _EDGE OF ACCORDION 12"MIN FROM ^z$! " SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION cU,ai.�;r.�:"w's�!: TOP OR BOTTOM SHUTTER BLADES . +0.032" 0.032"-tL _P I� d lJ pN ail � O � { G. W m a 450 ail E I _z ut m ,I (La o & E00 WLIJ LLN A t �F 1I. E IIII O 2.875"0 HOLE TO RECEIVE ROUND 3.5"MIN,�J ( 2 L r j Q.a w~ E WINDOW ASSEMBLY TYPICAL r W s 1_ _ __ Lu-� ON.. 03.250" Ym W P12.875" -}t-0.188" ---- 2.875.0 HOLE(TO RECEIVE ROUND WINDOW ASSEMBLY) VI•K"4 LIGHT WINDOW: MAXIMUM:OF 3 WINDOWS (/8 .o W F A I PER EVERY OTHER BLADE �;y ,N.T.S. SABIC PLASTICS'SLX1431T-UL-94H6 ,I,i .ti p "�[ f S ROUND WINDOW LIGHT—N=VIEW WINDOW Pn ASSEMBLY m i 13 N.T.S. EXTERIOR ELEV 12"MIN FROM W a d ` EDGE OF'SHUTTER, -EDGE OF ACCORDION • 4 0 TOP OR BOTTOM SHUTTER BLADES w c 0 f RECTANGULAR II.WINDOW ASSEMBLY ls1ZEa" BLADE W/ ROUND WINDOW �1 V �e EDGE OF ACCORDION 13 N.T.S. .EXTERIOR ELEV , `E N J SHUTTER BLADES t- --2.210"- -t [ �� j 0.145"--.-} -1.210°-}j-1-,' .145" o o 0 3.5°MIN .._. v CR 000000 C .....~ TYPICAL Lu 1.500"x 6.000° OLE(TO RECEIVE RECTANGULAR WINDOW ASSEMBLY) 1.500"x 6.000"HOLE(TO RECEIVE MAXIMUM OF 3 WINDOWS. 1 I _RECTANGULAR WINDOW ASSEMBLY) ri }-.161" PER EVERY OTHER'BLADE I .093" -,020° RECTANGULAR WINDOW a "'0 1i _ (1�3) _ . _3 e e o .118° N.T.S. EXTERIOR ELEV Q z � g DIA. r 0.500, _- -}0.500" gg (INT.) - - -- .obi 3.5"MIN.,.'. OW RECTANGULAR WIND - RECTANGULAR WINDOW,NOTES: K TYPICAL p f'-`-i© ASSEMBLY A (IXT•) _,145" 1. THE RECTANGULAR WINDOW SHOWN-IN a . 5/13 IS MADE FROM GE XL10.LIXAN WITH' i p 0.355" (9)�...___..— i - - 0.075"MINIMUM THICKNESS" _ o �� 2. FRAME FOR RECTANGULAR WINDOW MAY _ ' c � I i 0.14S°_r_ i , BE NYLON 6 OR POLYCARBONATE WITH A. MINIMUM THICKNESS OF 0.161P.ATTACH' C0PYRIGHCFRAN(LI1D8 D( —T-' - TO BLADE WITW(6)#4 SS SCREWS OR I ' I© �C°� --1.856 {{-0.177" .355" BOLTS WITH.NUTS. ,ZO-Z61Jr6 L SCALE: A SECTION A-A -— .-- PAGE__0_ESC_RI_P_TIO_N: ' 41 BLADE W/ RECT. WINDOW RECTANGULAR WINDOW j 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV ,—ACCORDION SHUTTER SYSTEM FRANK-BENNARD0,PEE �' _�__. __I- L _.CALT PE#OD46549 CA�98 T-7 T_ i__ ERNATE MOUNTING OPT ioN . , 69" MAX SLAT IGWSCHEDULES SPAN —OPTION-1 -2 OPTION 12�23W,12 ANGLES (6063T6) ID r4 x 5 ' . (1)2 X0.25ANGUE(6063-T6) 12 2Ya,3 .125,,ANGLES(6063-T6) Z (21 ANCHORS--.__ PER SIDE,SEE 0 NOMINAL ALLOWABLE.DESIGN ALLOWABLEDESIGN LL J DETAIL 3/14 PRESSURE NOMINAL . PRESSURE , TH WIDTH WIDTH ! �­ ...­ TV7 NOMINAL WIDTH POSITIVE N GATIVE POSITIVE NEGATIVE A P�r 80 f PER SCHEDULE 424 151 psf L2 42" 80 psf 173 psf f I w3 U Nil TYPICAL ELEVATION (QPTION 1) 45' 131 psf 200 psf 41. 69 Psf 151 Psf §< 17J4 N.T.S. EXTERIOR ELEV 48" 116 psf 177 psf 48" Pl Psf 132 psf 0.,,' ACCORDION SHUTTER SYSTEM 51" 202 Psf 147.psf 51" 54 psf 117 Psf 4 -- —' W --i724 Psf 54- 48 psf 105 psf 54" Psf u 57" 82 Psf 06 Psf 1 5r 43 psf 94 psf I ( 60" 74 Psf 60, 85 Psf 1..� O.w 69" —P�f 63" 7 Psf 8 Psf er iS Psf 77 Psf 1221 MAX 66" 61 Psf 68 psf 66" 32 psf 70 psf 56 Psf 7'SLAT 69* 60 Psf 30 ps� 63 psf I —--E'2--H psf psf SPAN 7Z E7 27 psf 56 psf imi .---­. - .. - I I . -, ­­­­.­--­- --TG— - ; ' ] 75 7 25 psf 49 psf 46 psf psf (2)ANCHORS,-___ 78''.. 41 psf 41 psf psf 23 psf 4 4 psf �ipsf PER SIDE,SEE 0 81, 31'j�if 21 psf 9 �F DETAIL 4/14 NOTE'DESIGN PRESSURES SHOWN IN DESIGN SCHEDULE ARE FOR .Z". NOMINAL WIDTH DETERMINING MAXIMUM ALLOWABLE HORIZONTAL SUPPORT ANGLE SPAN. Ri4 T ------- PER SCHEDULE SHUTTERjSPANS.AND!ALLOWABLE LOADS SHALL NOT EXCEED THOSE PERMITTED IN DESIGN SCHEDULES.. C (Z.TYPICAL ELEVATION (OPTION 2) "� 14 14 N.T.S. EXTERIOR ELEV Y9 -SHUTTER SYSTEM SHUTTER SYSTEM /V . ...... u, CONTINUOUS ANG�E%;",,: Al, CONTINUOUS ANGUE��".:� ING.qH!y7IER T�Ap.K 5(, 2"x3"xO.25"6a63-T6 2.IX3"0.125'6063-T6 SUPPORT SUPPORTING SHUTTER TRACK z z Ln U) LAG SCREW WITH �x W WITH 2"/,,Z,' - m 0 10 CENTERED IN L 2"x3*4.25"' L xO.25"ANGLE�Y/ •."... - - - - .. I I AND J4"IEDGE DI THREAD Y."LAG.SCRE D PENETRATION', ut THREAD PENErRATI AND 34"EDGE DISTANCE'/lx/`/""�`/ TO G=O 42 MIN,WOOD,��'/,�/,` TO G=0.42 MIN. CENTERED IN LEG OF; 2- fu" 5UA--� z G=O. Nit 2 2 G=13.42 m HOST 57uC 4i MIN. HOST STRucrURE'-'/�' 'k '—CEILING HEADER 7 CEILING HEADER —RACgE:J"MILLENIUM MILLFA STSCREWS W/ T&C ULTRACOTE MAYBE USED INLIEU OF THE LAG NEI EEr'UTLtZING THE �zx 1/4-20 316 SS THRU-BOLT SPACED • 4� \-1/4-20 316 SS THRU-BOLT SCREWS CALLED OUT ON THIS SH = SAME CRITERIA. SPACED 12"D.C.MAX OR#14 12"O.C.MAX OR#14 316 SMS OR CREW WITH 2­/X�YZ SDS SPACED 6"D.C.MAX.FASTENER LAG SCREW WITH 2"'- 316 SMS OR SDS SPACED.6" LAG S' THREAD PENETRATION SHALL BE LOCATED 1"FROM ENDS. THREAD PENErRATION, D.C.MAX:FASTENER SHALL BE AND 3a'EDGE AND%"EDGE DISTANCE" LOCATED I"FROM ENDS. -- I— )pyJ miioama TO.GvO.42 MIN..WOOD,,.--. TO.G=0.4; �2"xT'xO.125"6063,T6 ALUMINUM I 2"xV4.125"6063-T6 CENTER CENTERED IN LEG OF' -261,56 CONTINUOUS-ANGLE 2"x3"x LONG,ONE PER END 2"0"x .1251ANGLE;'., ANGLE,2 20 OF Z"0"4.25"ANGLE, SUPPORTING SHUTTER TRACK TYPICAL END ATTACHMENT TYPICAL END ATTACHMENT Z.- K-31 (OPTION 1) 4 OPTION. 2) 14 N.T.S. VERT SECTION N.T.S. VERT SECTION no u