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HomeMy WebLinkAboutProduct Approval i, jiFlorida Building Code Online 11%13/18,10:39 AM fill" li RECEIVED a .i-el iii^)i?�t, ",�o-1 tHi i(k•i¢'�n �+">� il' y - ,a r.ii° ��v�; �y II �� o- ;' _ C !ilir 1020 g<t,.fi ,ll .i�,.._:i:;: .11�.�i>! ram....... ..iiyvf;,�:.�' '� L _.t>r_ °!P" ,•• it 5�(h,? t;".r BCIS Home Log In User Registration ? Hot Topics i Submit Surc Fj'tt a9 ,Fa ntctstme canons Contact Us acts Site Map Links ; Search Lucle County Product A proval USER:Public User File Copy II4 Product Aooroval Menu>Product or Aoolicat[on Search>Application List>Application Detail -� FL� FL13757-R6 Application Type Revision Code Version 2017 R9VFI �®/ 4R � i! Application Status Approved CODE COMPLIANCE OMP�I 'A NCE Comments ST• C I C� COUNTY /U`�w'�1 VY Archived B®CC 1 l ij?,6 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 I Technical Representative Thomas B..Johnston Address/Phone/Emall 400 west McNab Rd. i Ft.Lauderdale,FL 33309 (954)970-9909 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters I Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect.or a Licensed Florida Professional Engineer iii: Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality,.Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated•By ORLANDO L, BLANCO,P.E. "!! Validation Checklist-Hardcopy Received Certificate of Independence FL137 7_R6 COI_,IPdep1.pdf FL13757 R6 COI_. Indeo2.pdf FL13757 gO_C. indep3.bd .Referenced Standard and Year(of Standard) Standard Year https://floridabuiiding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVw5ME9kgduPjgrWwKgqkMAsTBN9A%3d%3d Page 1 of 3 I I Florida Building Code Online 11/13/18,10:39 AM i ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 f TAS 202 1994 TAS 203 1994 i Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Fl-Q757 R6 Eauiy—E u v1:pdf FL13757 R6 Eauiv E uq iy2.0 FL13757_,R6,Eouiv�E iv3. f Sections from the Code Product Approval Method Method i Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# f Model,Number or Name Description i 13757:1 — 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use _-- Installatlon Instructions _ 4 Approved for use in HVHZ:Yes FL137S7.-R6_II Dwgl.odf 1 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 F 1 7 _.R6 AE .Evall,odf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.2 16.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions 1 Approved for use in HVHZ:Yes F1-1 753 7 R6_II_TDwgZ.M 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: NIA Evaluation Reports Other:See installation drawings for allowable span/pressure FL_U77jZ_R66.,AE Eval2.�df combinations and additional limitations of use. Created by Independent Third Party: Yes i 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 Xnstallation Instructions Approved for use in HVHZ:No FU3757 l II__._Dwa3.odf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:'+110/-128 Evaluation Reports Other:See product drawing for additional Information, 757 R6_AE__ val3. df anchorage,etc. Created by Independent Third Party:Yes 0 I Contact Us::2601 Blair Stone Road,Tl llahassee FL 32399 Phone:1350487-1824 The State of Florida Is an AA/EEO employer. oovright 2007-7013 State of Florida ::Prlvacv Statement::Accessibility Statement::Refund Statement https://floridabuilding.arg/pr/pr_app dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVtiSME9kgduPjgrWwKgqkMAsTBNgA%3d°/"3d Page 2 of 3 I i I I t I �Wft ENGINEERING EXPRESS ® E 9 ®Ta PRODUc'T' EVALUAT10N REPORT I i ENGINEERING EXFRi£GS® EXPERT I� f PRODUCT EVAL.LIA'I"RON REPORT !i August 4,2017 Application Number: FL13757.1-R6 EX Project Number: 15-2338 i Product Manufacturer: Town&Country I try Industries Manufacturer Address: 400 West McNab Road I Ft.Lauderdale,FL 33309 Product Name&Description: 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter fScope of Evaluation: This Product Evaluation Report is being issued In accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission)Rule Chapter jjI;G2U4' 3 Ci15F,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 Sixth Edition 2017 and is for the purpose intended at least equivalent to that required b the Code. Re-evaluation of ( ) P rP q eq Y this product shall be required following pertinent Florida Building Code modifications or revisions. I Substantiating Data: i o PRODUCT EVALUATION DOCUMENTS EX drawing#15-2338 titled"6.8 Accordion Shutter",sheets 1-13,prepared by Engineering Express, signed&sealed by Frank L.Bennardo,P.E.is an integral part of this Evaluation Report. o TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02 and TAS 202 test standards per test report(s)#0353-1102-07(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)40353-1102-07,#0353- 0512-09(signed and sealed by Vinu J.Abraham,PE)by Hurricane Test Laboratory LLC(HTL)and test report#03-024(signed and sealed by Yamil G.Kuri,PE)by Constructior�TastiSi 'Corppration(CTC). STRUCTURAL ENGINEERING CALCULATIONS Qbi arf� i 4h 1691 Valid for ..,Pages 1 thrr it. 2 Structural engineering calculations have been prepared which T-- evaluate the product based on comparative and/or rational - analysis to qualify the following design criteria: AEG 07 1. Maximum Allowable Spans = ` 2. Maximum Allowable Design Pressures = 3. Minimum Glass Separation rankUgffrWardo; i 0646942P%--' 9885 j 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEAdblj .6 &\ 3442 PHONE: (954) 354-0660 - FAX: (954) 354 43 I ENGINEERINGEXPRESS.COM I vsao=n�:suum.cm�saavnmm-vy,-woaewnxroarnarwsauw adw.tctrAvcmna-u�ie+umn�s,wm.mc ! I f EXPPSSS30 NG August 4,2017 Town&Country Industries—6.8 Accordion Shutter Page 2 of 2 4. Anchor Spacing 5. Anchor Capacity No 33%increase in allowable-stress has been used in the design of this product Separation from glazing is required for use within the HVHZ and essential facilities.An equivalency letter is provided with this evaluation report for equivalency to ASTM E 1996-09. impact Desistance: 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). 1 Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e. engineering drawing),along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document(i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document(i.e.engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shalt be of a material listed in this products respective anchor schedule. Host structure conditions which are not accounted for In this products respective anchor schedule shall be designed for on.a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion,contamination,and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone(HVHZ). I i i 160 SW 12TH AVENUE SUITE 106, DEERF.IELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM YYIIOLCT:!Sa]Yoa/f1T.nC.W 9NiiCR./Y..IaMtt Rum.Ia9mI f1CKD4aDOCCPi{WlECMYPom)IpG UPpUCtiRtA4/EVHif1iN9.119C 6.8 ACCORDION SHUTTER `�" `� 1711 t t / 6549 I'6:1�i FOR USE WITHIN AND OUTSIDE THE HVHZ X LICSy' ''i TABLE 490NYT >}iAD PFTABLE 1 TAflLE 2 ALLOWABLE SPAN S --0=ALLOWABLE SPAPTSCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 3 ASTM'ESS�ENT L FACIY *FrOR USE WITHIN TFI�HVHZ FOR SE WITHIN T E HVHZ ALLOWABLE SPAN .SCHEDULE_ R SpHW-m HVHZ MTNIMUMSEPARATION MWWN •17>:OFPOSITIVE POSfTNE WIND It" FROM GLASS E -VHZ Fi '55fdJ0 LOAD LOAD WRH7 fLEGATNE POSITIVE POSRLYE ISl •. D ,.• m�1DESIfIN WITH CENiFRMATES WINDLOAD DESIGN ,SHUITER INSTALIATIONS INSTALATIONS DESIGN SHUTTER INSTALLAT /�N N N41ATE i> ' ALL PRESSURE SPAR s3DASOVE >30'ABOVE DFSxN PQSRNEIWD gU� SPAN ATIDNS �IAL ELOADIP3FJ: t� U NEGATIVEWlliD 530'ABOROVE ///If11111111Rf�.. W=Q057�L MOUN701O 1T'SFl GRADE GRADE WIRE LOAD ALL IPSF7 IGRADEAOE /p�L �>QV L• 6p J CONDRIONu" (IN.) (8'1.) LOAD MOUNTING (INJ IWJ V ySQ{U M1T i7 23A tba OR O150'O 1G6• 79.3 Im, 5.r 35` � (ParCONDITI0Y5•' W _3.1• 1.1_ .r7 q 9R31 ^,�.. ._....-.__ - GP' ! 9.a 1.4• 60.0 156' 03• 3.1• --1.4' .. 25.0 t54• _ 166+ ISV _ as, __3.a .-- 30.0 1.17' 156• 158' 30 •- -�_ no 14r 150- 156- 120_ 3.a 1S•- 8DA 145' 158' b.8' 38 U1- 40A -t- 1T7• _-.f. Ids -._.ibfi•� 150• K7. 2-V - _ 65.0 .._ 143'____ OI' 3.1• 1.1•_ ow ui 43A 1 1ST' _ t41' --�-15G' �60• -_J.0' 1.1' .I 70.0 13i' r 09` _311• .___ I PJ' 3A' 1.a- 75A 133' Ior 31•J R IA' !f 60.0 1 1�' 13r I iGG• 40 .____.. .... tool 3.01 1.0• 60.0 126' 110' -i 3.1• 3.2' 530 126' I... 4D I-------• _- �- M 1. _.L__.. 12D' 3.0' 37 08A 125' ��1bY 5.8' 2,T ---i- -43, 1� G.T 2B' t10.0 !2t' 1fi0' SIB, �� 43' RR 7Da _!1D' - 12V 13r 1aa 5a as - +. eso liar w' ar 1.1• 3.0' , 1.1' ' 100A 11S _ _ -- 7.T 75.0 17r 124• 133' - -1- -- - 110 1 116' 122' 128' 99,_I. J.0'__ t.r I05A 11r illy- .1 _ 3T 2A• W°�Y _- _ 3.0 2D 110.0 8 � so 1as I --1---i---nr r � � for 1a2. �---�:-- 3.t• G sD.D +1r 116' 12r --�--- - - - - 3S 120.0 tOS 1L0•.. 8.9' 7; 93.0 110 117' 118 - _^ - -- pQ iE ..1�AfOD'-'~�118'-.. 115'_.._ 00• 3.0' 12' 125.0 1D3' 80' �.1' ttl' _ �yI �b elp A 11 60 3.0 1•, 130.E 1 f01' DT St' 7.8' G S __1TDA i 10G•_ + itT -110'_- too• 1 3D' 22' 135.0 ; 49' GO 108' 31' 2.1' % Z m" 116.0 tell 107- _ _t07^- 131' 5.7' 35' 140.0 DS 120' 5 120A 104• -!a' tOS" y__ _ _._-_ 145.0_._. BT_ ... 1de• AB' _.... 5.0' .._-. �. .._.__F_. 150.0 s 3 _.. 70 Tjq` 3.0• + 1.6 166.0 00• F-04' 125.0 • tOJ- 130.0 - - tOT 09' 3.0' 2.0' 3.1 _•1.9 _ E 138.0 + 03. 126' ' b.r 35' +00.0 1. 70 I _sT__-9.1•-_ 1.s' a Q 140,E { - _ ow 60' 30- 12 7G5.0_,._, 87' -- 31' 3D' y •`F r -. _.__M -_____.._.. _. __ Td 14,,.0 'r_... p_.___ 02' i''BT_-"___3A'._-_ 1.T 170.0 78• 13r Sal 45•.- 150.0 - - DD' for 30' 2.3' _L7�O74- BY~_ 31' -6• D8' i 116' 3.5- 3S' _._.._._v__...__. �c _� 100A - a3' 80• :.. ._8.0' 1.3' 1854 7r 93 9B' 3.1' _ 22•_ tD5.0 __.. Ot__ 1f0 1 84• 1 3.a 1.8 190.0 7a { 120- 1 3.T ____1V . __. _ .70•_ i o!"_ �- 2S• .- 495.0 6D' 121•- 88' 1 3r _t76.0-•_.-.._ _.-78• 1f0' 3.S• - 3.3• 2tgD &5' - GD• _r _ J.t• _ 1.2'_ 160.0 - - 7d' 6a 1 3A• I_r +•FOR BUILDOUT MOUNT MAXIMUM 110 165.0 _ 72' 120 -84' --`- -_9.0• �-�'1.5•--- SPANS AND PRESSU ES EE ?D'_ 3.Y- 2.5' 5p5p IL 100-0 - r ..__ ._ _'_._. iD5^ 3.1• 3.f' TABLE C ON SHEET 13 110• 3.31 .. a3' ��� _f06,0__�_. _ _ 00 +r FOR BUI ROUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE --- --- ?.--- ..._... Q 200.0 - -+- 08' 17D TABLE C ON SHEET 6/13 Ud' '_31. // or �- J.1 k1m kil1� td TABLE I AND 2 NOTES: tD S: 1. HVHZ.-DEFINED AS MIN -DADS COUNTY AND BROWARD TABLE 3 AND 4 NOTE COUNTY FLORIDA 1. NDN-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN 3. DESIGN PRESSURES SHOWN IN'ACCOROION SHUTTER SPAN MIAMI-DESIGN PRESSURES COUNTSURFS AND N IN'ACC COUNTY FLORIDA. d SCHEDULE'ABOVE ARE MAXIMUM ALLOVIABLE DESIGN 2. DESIGN PRESSURES SHOWN 1N'ACCORDION SHUTTER SPAN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN q0 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. Pi E OUTSIDE OFTHE SHUTTER BEING REVERSED.FOR EXAMPLE: 3. NO SEPARATION FROM GLASS IS REQUIRED FOR IT IS PERMISSIBLE TO 14OUNT TO A WOOD OR CONCRETE INSTALLATIONS IN WIND ZONES.1 THROUGH 4 OUTSIDE OF 0.Fl7K/IfITJ2AL10MJ>D0P£ BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR •• . THE HVHZ AND OUTSIDE OF ESSENTIAL.FACIUTICS: 15-2338 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES 4. THE 6.8 SYSTEM MAY BE 14OUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:TT AS NOTED STRUCTURE TADLE 1 ARE IN THE LLOWT13L T ESIG DSTNE IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAD? HOST URSAREA.ND NEGATIVE ALLOWABLE DESIGN j Vam THE BACK OFTHE SLAT FACING OUTWARD. H PRESSURES ARE AWAY FTtED1 THE HOST STRUCTURE.. ` 37 4. UNBAR INTERPOLATION BB'itNFEN SHUTTER SPANS IS NOT 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT Z. PERI•IT TED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, a THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL'BE g BE USED. � USED. \\\ // iWf1KL OEMtMDOf P.E. � liCErys� � N A91 .. 7 _ •: F'C004654, -70 0 0\'•• STg7E OF _ _ EEO W K1 GENERAL NOTES; 4tENG`�` rn o. ._ ' 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - N[7 LIMI l �j O,K CODE-SIXTH EDITION((2017 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNAll AL BUILDING CODE fiSC)AND INTERNATIONAL RESIDENTIAL CODE �� O((IRC).THIS SYSTEM 14EETS MISSILE LEVEL"D"ANDD INCLUDES ESSENTIAL FACILITIES AS DEFINED IN _ E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SEC 1 N Hs 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 T[JP TRACK RE UIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BUI(DING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE I. CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 0 y S 3. TESTING WAS CONOUCTED.IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. ! I 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TEESTED PRESSURES DIVIDED BY A 1.5 I SAFETY FACTOR. i 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND I -' G ZONES,IN ACCORDANCE WITH AMI E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL Z w j ! ! 9 ij PLAN CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION, _ } @ 6, NO INCREASE 1N ALLOWABLE STRESS HAS BEEN USED 1N THE DESIGN OF THESE PRODUCTS.WIND n ' " VIEW w el ft LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. ,<. C j� 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE j iI �99i�e���111 DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w r } F n WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED. t- 8. TH•E.EE SYSTEM DETAILED HERE M IN JS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC W hl _ m, 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL J I =4 ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME I PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 1 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE w ,+ j ; CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR N !I VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM I I . g THE STRUCTURAL SUBSTRATES DETAILED HEREIN. R 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING 9 OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,S19NED,DATED AND I -4 B�?T Qt4 TRACY, c® SEALED BY A LICE ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE F LLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKIKS ME:CHAM(SM SEE FORT LAUDERDALE FL TYPICAL FLAN VIEWS MISSILE LEVEL D-ASTM E1686,E1996&E330 TAS 201,202&203 FLORIDA PRODUCT APPROVAL NUMBER 10N i g fa 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-76 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCCRD. K.S.I. SHOTTER FL_EVA`i0N r 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3116"0 5052 N 7.5 ! ALUM.ALLOY. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE 43 ! e 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 17. FLOOR TRACKS MAY BF.REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. a 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH, 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. Mg 21. ALL STEEL IN CONTACT WITH ALUMINUM.SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE twrrmrtawxt m®orE ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE aatE: BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN �Aceot s�yrnow: PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK 11{11111/ FMnKL EENPA9O0,PwFiy 046349 267r.•' PRO.F_CTIEN VARIES _ 3.610' 199G" �Y�S L•. /� 1 O60" 2 702" - 1907, 997`_ 10T.5' 1,9�9�• `.•• '•! , 7 E 1tl25" a --125" 1R25'. 102$ f706' • iN o 143• 1709" 7L3.. l.' 1`O'LG•0046549 tCj= 1o0'• 17G8� I{�0-0^ II{ N in 100' '708" f00" P C60" x 143 {P I0�9. - 795" •' 1 3' I -_ � li I•-09G rJ #X-_.___._.}1 lt3'�'1• 195" 1 1L3 '� - _ ram+ -*- Q 6g � �I �, oo � � ��,p' ,•^�srarz I •+t�n 141- 062' r.1<• dj a n095_ 062 n: I ��1 t� _._ ,Zy i CO '•G` �?J B� 630' 200-I :.069'4' � oIV E W € Y. ��• .. L {in 630' 200r• b, 7.510' -/'- 062" I e1 1 $N " 062'uT 'I aG OG2" 200 062" G30" -062'• 200" . ,�-- �86. 63�'._l J�d1111111 ? Ij 1 .0 � I r" ! I a� On G3C t 250" 97Y ' """- C j 1 69' 971" 971" !095•� 1 095'� -:.- 1IL1.069' 2 022'• 2..28' .� Q W. I 971 '03c' 2.748' u mm}-0;. •250" 1200" 095' 3610' 57i.5'•M % 57t5-MAX y WWW 4` T� !i� c LI-E 2-LEG WALL HEAVY HEADER/SILI. U'IL' EiLAOER SILT. M 4 1 'WALE HUIL'J OUT WALL (/3� cAVY 2-LEG WALL q -�,..-__ a 6 ��_ SCALE HALF SI7. �5C aLE HALF G SCALE HALF SIZE SCALE HALF SIZE SCa_E HALF SIZE SCALE HALF-SIZE oa ul WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OP I IO JAL ON ALL EXTRUSIONS 2655, Al 2 655" •F--�,, z.3n I L.t-e'�--- 8).5' 2.1`!5' 3230' ? i �1825-t I j1 Z 195" _t _^ N 2.655' 2:365' NCI 4,f`, i I -�� I,�._x.510' .46G' .685' _ �� 9 r+' I•1 I II ALf Ci ',1 � I _ � o. 8 G0" `��E 90° °'I I p� �I o !I i i�. 7_21 ��� S' .f353' I 31' I � Y le b Ii }' 111 ��'O d • V`-0 L- .531 ! I- 5. !'TYP rE; Nrl ; Y N l Fi N t�__� , +l g 1_ 105" t 230' 1.069 u ! h27 f F tT '`"'-,LG21• JJJ���€ B:5� TYP 363i"�._-_ _-_ _-_�•k-- �- I ! .)8:' � � _1��� � -r`= .g �D 4�alfi' c SILL ADAP-ER EXTEND_D SILL ADAPTOR / MID SI..L 1'l.l MAD SILL ADAPTOR �d h ti•` SCALE HALF S'ZE /�EXTENDED SILL t0 SCALE ALF SIZF. � SCALE HALF SIZE SCALE HALF 512E � �c R SCALE HALF S.ZE ///SCALE HALF'17.E S 0+ 1.994' •143' •43, r r f,603-- 30225" 17 -�'j 3tr,. • G8•' P� �!I Jj7yj CG v^ OL3"-' 1 I 71 I i 03CR 05+." }' .0'2^ m7! L57 N maa�a�l� _S. 3 4:D' \.�'4 „1' F NI .341' 1 _ - Y -•- 4 P ¢& 17'n 01 3 7YF- 5.E SLAT/ELATE 1j STAR ER_ SEE, 63' #I n6D� SCALE HALP S'ZE SCALE HALF SIZE D ' le. jp .130• : i•I '1;` (` �I 2.6222' ' 0t•5' I ��RAD!US CE P1G RZS!LL e! {D. YY: ISI. 4dALL SILL-- ,Fl I�a 5t0" �._--- 1 ! m a I ��� SCALE HALF SIZE H NI t-#'100' Inc, SCALE HALF SIZE �L N IO f _ EA.DE 1I(� J 102" .31D { o rTi !�It, II 6rtIM1VKLP.aFNaCOPY L OOM715-2338 1 05a•' .� . uAllr ' fl } Aar., rAas PABt•ASrROXI 14)CEILING HEAryER%SILL CIOEi,II STACK%COtiECTOR Si_AT gL;+DE SCALE HALF SIZE 8 WALL SILL CU �8 :' SCALE HALF SIZE SCALE HALF SIZE VS j S o STAINLESS STEEL N oc' ASSEMBLY P HOL _ No 6549 NYLON WHEEL. 8. 0 STATITOF LLL7SO­ TYP AT EYLRY OTHER 200 RECESS SILL FOR USE will't INSIDE JC�NT AT TOPNAL 0 AND &CINL Y CYLIND-R-0111)SPASS,MCKEL PLATED z ANGLE SCALE IIALF SIZE ROLLER ASSEM Y Hat.15ING-latl OICASTPOWDER COATED SCALE HALF SIZE _wj �0 SCALE HALF:SIZE a�LQ.E ROE) NOTE MAYBEVEYIFERA',(00tlSroEOR'IVV.B SCALE HALF SIZE !URNOPERATEONSIDE 0 ,u. BRASS PUSH LOCK a z" rL SCALE HA S th NYLCN WASHER 0 CR ALUMINUM 100 !NYLON BtJSH:.N(-, CPTIONAL V6 -5c-ul 4. 3/4"410 H7 S S fq C, CREW W1 fee I INT. Tc 11011ACOTE CCATI'litS .-.. If ni TRACK _[Typ TOP&SOTTC.HI .154' .:,371 BVSt1.NG W.,WASHER 7/1.6-1.1 u 112"P 1N1`ER;OR JOINT IOP F.P4' G-0.1,a INIERIOR JOINT 60-0M TI I RZAN BC USED 01 EXTER,OR'' TER sP4ERT 2.75a' 206 BOX CEN'--- I= � CBLIMNG ASSFIABLY DETAIL SCALE HZF!�FE ul 4, RAHNGUARD DECORATIVE FLOOR- MACK SCALE HALF SIZE SCALE HALF SIZE SCALE HALF S'Zf 19713* 2.125' I ;�u2,, 2642, .236, .267' LAW 443' 441 Ln LOW .2841 1 1200" 190" 2—, 125' rN GeN 3- �Tr - i,-�9 t 3.4 4 3' 14 A. 759" 1 1 — .I 3A76' 190— 125 �.Cfi J76' .22,01""' ;ff"H: TS.T.YL PT.Ai:K 'S'ELTS',N."J, Ij UNIVWA'�E LOCK HALE BOX CEN�ER ER CENTER MATE INSIDE CENTER MATE(j'�2003 6.8 CENIER MATE 300 0-31. — — 302 FEMALE BOX.CENT (B SCALE HALF SIZE SCALE HALF S;ZC SCALE qALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE 8.2 2 i�g-:2. 79- FOB 7,116-0 STAINLESS-STEEL KaT \ • ;I FNDS1RiFS SMALLBE VIJI :3,'16' WIVE IIEAV 27YLE VAO:E% Off PIRLIPS bFdVE SUPEWS,c fiANz_:)3ItTEIiED%4Iy THUMB SCREAl SCREVI STAINLESS STEE-' aRa THREAD 15-2338 RX TYP: 4SM- 308 SLATE FULL SIZE 4- 4.5CO' $---4.6155' SCALE FUEL SIZE MODEL 2 -!-EC"'O"' A 7-LOCK ADAP arc- @0@ 410-C 1161SDELTNI'AL SIS?6as (OPT!014AL) F- ------ LO-11 309 2X7 ANGLE 3. EXT SCALE HALF SIZE t: SCALE HALF SIZE las* SCALE HALF SIZE 41 1 SCALE HALF SIZE Lr 5,111111JIJ ERANKunenNAwoJv,.E. rFASTENER CZ:8"C C EXISTING GLASS ow. EXISTING GLASS `�� ..,•• IUSE ANY ANCHOR SHOWN EDGE v.� IC IN ANCHOR SCHEDULE) DIET. d+r • _ �-_ -= _.—F=.—.� '^ 'i rr�ft:• N,WEo04G5C } y � EMBE SILL (INTERIOR) g r"1l��> °gads ALT DIR.CTION "at 1,bl M-v zwN EMBED. 1' `, ��'�..'rvvao OF ANGL'LEO i II �o ya - (INTERIOR) t1 I -�' I ATEOF ce . MI N C 062"THICK 6063-76 A UM ANGLE x 1"MIN �+ .EDGF� - -- _ - 2"x S"MAX (ANGLE LEG ,L_ J. 29a 296 .�! JJ lee aNA�I w Bill D{ST. ._ M ._____ _.-. AY BE REVERSED) .-_ ZLy` 38, 79 -----,,�ASTENER(P Is"0 C (USE ANY 13 ,.-- 15 " ._....... _...._._ .. _ } \ ANCHOR SHOWN IN ANCHOR + 27 I79;i 29 m IR 13 aTa' -13 - 13 \^ SCHEDULE.1"MINI EDGE DISTANCEy TO R �v Z F4 9 6 0`(TYP I p3 p, T 2G ���...JJl __0.12 x 1/2"GALVANIZED BOTTOM �-20 FHU2!BS^.REW (EXTERIOR' u1 8 OR S S SM S,3/1G"o ALUM INTO CENTERMATES 1/3 1/4-2Cx1 THUMBSCREW;NTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECCIYING HOLE �R: (EXTERIOR) THREAOEO HOLE LOCATED�n MACHINE BOLTS NUT SHALL P HOL 1/3 SPAN 70 2/3 SPAN FROM CJ'0••O C r.'1ti 1"H IGHTUP QO TYPICAL PLAN V.EW BOTTOM OF SHUTTER,FOR BLACEs MULTIPLE SHUTTER ASSEMBLY SCALE 3"�•V-0" 58'-3' USE TWO'TI IUMBSCRCWS ON BLAOCS>U'=3 ONE La 7/3 SPAN LUCKING D£T AILS FOR SCALE-3"-'1'-0- AND ONE AT 2/3 SPAN FROM 807T0!! 1 CENTER MATES OF BLADE.'TYPICP.L FOR LOCKING �. USE ffl BRASS PUSH LOCK i SHCWN ON RANDOM A OR{t)5/16-18 THUMB SHUTTERS,ArBRASS PUSH LOCK C DE7AL5 ggg SCREW',LSO THRE ACED MAY BE.SUBSTiTUTEC WHEN USED W:7H to P S INSERT 7]AT VJ SPAPI CENT ERMA IC 4129 AS SHOWN.RELENING SEC ENO STRIP SC'EDU W S TO 2!7 t AT PROM HOSE FCR'TNU'hl SCREW MAY 7/16" / PDII MAX 9'MI WHEN {� BOTTOM OF. IU-1ER 0 D y ub��+ fC q __� JSRiG LOT,45E OR LtE - eTi 318"MAX W.0 T H.UP TO£ �� L% � � � C� 1"HEIGHT $ ( 30 END STRIP SCHEDULE o , ,� `g 7._ m � �z a �. 82 108, 40 USE APPROPRIATE z7 7 oD• dl , - ` STARTER''1RIP TO N a 4' 4CI'privnE CL02URE FOR _- _ , AIF!DMO OCNGITIEM'S. 8 75' i R 7' 2'BIO�•T1 ? 6g: FAST EN STARI ER .I STRIP TO TRACT(W/ (INSIDE) 62 86° �--- 2/rt1ox1"SCREWS I � g Ir l 3'BIO(4.TI T, AT CORNER ( ALTERNATE END STRIP DETAIL IHAND-TIGHTEN ONLY) 1.51w 45 SY I SCALE 3"s I'-O- ANY TRACK x0A93' .6. W/SCREW BOSSES ANGLE 1: g J 73° f1 Imo- I fII I Q I ,fi,PA II L'f I •� x0.12S 23 EXSTING GLASS ___ ANGLE USE III DR ASS PUSH!OCK (INSIDE.) USE U1 BRASS PUSH u r, 88 i5.. i G OR 111 S/16-I�P1'SI.S { J;k LOCK OR it?�/)5-184.si• : '� � � SCREw IO .)TREADED ■ 1^•^�e I THUMB SCREYf OJTU{� _ 30 23c4' 45 45 Y INS£R7 37 AT 1!3 SPAN SILL THREAOEG ttJSERT 3•' �✓ �'Q+•.S % X0.iZ8' 2 1S5 Q •I"(O`-' 0 2/3 ST AN FROM AT 1/3 SPAN TO 2/ � 6?� ?9' 'y�'+ DDTT011 OF SHUTTER J g SPAN FROM BOTTOM OF - � '�: (OUTME°I ANGLE ,215• � ^.-•---"� SHUTTER RECEIv;NG Ii I. 0 HOLE SHALL BE 3f8" -• '-'-'^�� FMIEIGHTIDIH,UP TO 1" -�'�• .,I S '/ 73 114° I� �,R{; I x /OR GREATER SPANS OR LOADS y TYP+ICA- OUTSiDE_CORNE:R C"OS RE j - -- STHANMVIJ1HTCREHn5TRIV [HD STRIPS DSR CC1 UFTAILS WO/GORM�R POST I �./J��� 'rxi,cA�R°vA�lrc"HonaiKOsaul 3. 77 GOPe FRAPXLLWJWPL The NTS 7f `•�`'11 -_---`� PJ.VMSQIEDUEEIb91WJ4•TEK 31 275 \: �S.. �ORIJ.20Gd_TTOmO (OUTSIDE) 15'2336 // USE 41)BOX LOCK AT V3 rj ! SPAN TO 2/3 SPAN FROM �eplg1 BOTTOM OF SHUTTER 1�PiCAL INS1C-c CORfZR CLOSURE 91 N 13 CC2 DETAILS WO CORNER POST �~g � 6 MULTIPLE_SHUTTER ASSEMBLY srs �Y tiw Sao SCALE 3"=T-0- L'S+,IX �` RARK ALUI.{. TUBE 11 Lli till! FP Of65�99N ''P"¢fe EACH ANGLES 6063-T6 ALLOY �•� ` C2 CONNECTION TYPE ♦VRY11 t F.F. TARIE A FOR SIZE. REFERENCE ANCHOR EXISTING *�, ,• R-- A �•' \ SCHEDULE FOR MAX STRUCTURE 7"x 2"x I/B" SPACIN OR T x Y x:/B•• / \ CI CONNECTION TYPE t/a-20 I-m ;NE,pO{{,,'�0�654EFERENCE ANCHOR W/NUT 0 : FE�ALUTA ANGLE SCHECULE FOR MAX it 14 SME L#61'D C THREE 3/16-0 '•3 SPACING-- 1%�"ALU.1 IITYP TOP•QyOTTOM) EST �NPOP RIVETS17 7/ STATE OFOR ! ALTERNATE THR1:BOLT i.�'.THREE N12 SMS, 9/16"m LUM POP ! .' —I--C7 CONNECTION TYPE L-21 n Y 17 RIVET OR+112 SMS r REFERENCE ANCHOR • "'(ul7 "CC ITYI 1SCHEDULE FOR MAX ❑ WO� 1PATABLE A gym) SPACING FOR Asn! t f t t+I I t 111 W W u PRESSURE VS ALLOWABLE LENGTH _ 4T [f$A�G[�ttj��Dt�AA[5L� (zw �r1n1 n�n 2k25c3�g' 3}pk1jB MAY USE MALE OR I I SEE 1A91C 4 13 rr ga U+ PSF No B/O No BID• ` FEMALE LOCK-SLAT) i I 8F0?A9HL1412 I~-• No ,�i7W(T H"15 62 170' 1A6' 7 Z Y GLASS SEPARATION 124 179• CC3 TYPICAL CORNER CLOSURE DETAILS1' � ORGOOR TO MASS QXNW��[ yWd e2 119' 17z' NTS 1F rAete 114 �ti�1 �wp 92 I14' T 16S �- AlL01VAe1L�-SPANSCHEDULE kk+ 102 1 1 TABLE B(LCA) ALTERNATE THRU BOLT f1U1Lo011r HOUNi 4jf ` `� --,• \�OOR6 R wy k 1211 Of 4' MT7, A3j11 y7• CB CONNECTION TYPE DEAL F 130 LENGRI C p.]31• REFERENCEH + ILV 2 E6' 114' pSF k V1fH 1W�D11O SCHEDULE FOR MAX MAX RUTTER Og^L w ' - SPAN PRESSURE CI CONNECTION TYPE ]i 4"14AX FROM PIN__ REFERENCE ANCHOR }� ) I _ i r- GU:OE TO B:15H!NG" 62 113' L66' 12i1N.'•/�01 P6F SCHEDJ-E FCR HAX /' �r_ -1 tv AShER(TYP.) = � z R - LOT 1ST 1211N.W-31.1 PSF SPACING II 1•• 19 LL C L 10L' 147' _ 61L 1191N,i•/:32.7P3F __J I/ i1t4X3/ASMS(p 9"0 C 99' 139' A'1GLE TO TUBE CON`:E[?:ON 90' 1.T2' IN Y/•33.6-1301N..+!•341 PSF EXIST:NG -2'x 2"x 175"83' 121' SO71N_+k35.1 PSF CONCRCTE. EMBED 6063-T6 ALUM TUBE' 74' 307' 10_ +/35.9PSi' BLOCK OR 5 CONNECTION 'YFE ///'''��� c 3031t1 +/-363 PSf t•%000 FRAFNG REFERENCE ANCHOR mF S 64' 99' LE POR MAX FOR CONCRETC lei 1t1 '/-3L31+6f SPACIN SC"IEOUG g u1 p C R DLOrK AND 3/4-MlN 99IN. `•/-33.OPSF �y 9 FOR WORD ;9i W. +/•39.6PSF IJ SECTION 9aIN��Faa9Psf Cb ALTERNATE BUILD OUT MOUNT T (N 1B"0 C SCALE 3"=1'-0"ANCHOR SHOIJN SC HEDl1LEiP5F.6_ 78P7.`/d1L3P5f! ACCODUCT SHROVALTTER 1! � / PER PRODUCT APPROVAL7617741H.3/16 R.VEI OR tt12 - TDIN.SMS a-OC CR P 1 '•.pN I AND OR BOTTOM_ 1 If L BOL:-� 17 ,r 681 ^'°�^ '•^° X= I , I1YPT. /--3/16"N ALUM PCP �1"�P V' t7g -\ ` RIVET OR N72 SMS K'-t � ! 661N. ;•/•97.p PSf� w 2'OR 3' I I q 6CW7 LU6Cn TUBELLGY C3 10'O C I T'/P I �t Y.- I T03 w r n I 6222 y"x S"x 7/0" n �J Y1 L_flLE_Q 2 FASTENERS +II ( 1II^7LLSr l i °..EFOR .CO.NT:`:UOiIS 7�::.u.. � „f ? I. i-y i a o 1/2"MIN. �IS�!�milli EACH ANGLE ALLM:NUM ANGLE ` 4 ? i°i� 21x3'xWx °m 1'x 2"x 093 j CP7!ONAL A"73LE $ RdSi�E .4 FOR IFNI mI Z�+v C7DNTIN000S OR 2'z 6C63-T6 ALUM ,"'- THREE 3/16"C ALUM CRIE NTATION TYP �` j GLA55 TlnYC7 0�� $ POP RrJETs OR t^;f; tT X„o zm 2"x)s x CONTINUOUS - p pggg ANGLE,TYP R 11 ORO^.OR S4TR7A.r& Q o:.¢a 6061-T6 AWMINUM 17 _ THREE 1112 5M5,TYP 0:r ANGLE 0.9'MIN.THICK 6061•T6 o O x2'•:1/B' ANGLE FASTENED 70 2' AWN TRACK FASTENED -ll ALUMnNG:.E _ � TO ANGLE W1TH 114-20 USC MALE OR FEMALE uL6 ONCREXISTINGHKS1 f MACHINE SCREWS AT 3' LOCK-SLAT) Wr^. S G_ C4 CONNECT.ON'YFE CONCRETE HOST FROM ENDS AttD9'G,C, COIIRfiRFA9XL6WADpPE 7� i 13 Wf tC REFERENCE ANCHCq STRUCTURE WITH FOR THE BALANCE SCH-cCULE FOR MAX s,'O ELCO ULTRACONS 2-1/21 MIN.' 15-2338 �� _SPACING 0.T 3'FROM ENDS AND IXISTING CVNCRETE 6fJLC1 N12 x 1/2'GALVANIZED`R (OUTSIDE; cC E Hi T- 4.O.C.FOR BALANCE HOST STRUCTURE(3000 ► -CRAM OR S. SM5.3/16-m ALUM y --Vl WITH 1%,MIN PSI MIN) CC4 T'fPICAL CORNER CLOSURE DETAILS POP RIVET•CR'!/.-20- SIDE CLOSURE OPTIONS EM BEDMENT AND 2S4' sIE TABLE r.FDA MAX SPAN AND FREssuRES NTS EX!S7:NG CCN[RETE, MIN EDGE DISTAN MACHINE BOLT S NUT SCALE 3"c 1'-0" n ;A ta"OC BLOCx OR'.oDOD FRAMING STAGGERED WITH 3' MIN.SPACING,TYP. BU)LDOUT FJOUN j EE INSIDE SLL MCJNT SECTION SCALE NTS _ p SCALE 3'x V-0" • I s FRANK L BENNARD01 P.C. CS REFERENCE ANCHOR CONNECT•0•N TYPE l\1'It11 prfr4.5549 y.. a- Fig XISTING �� N `" FOR d51g SCHEDULE FOR MAX STRUCTURE �t`� FOR ^.B � EDii'hl ¢ SPACING _ 5••MAX ,�• �• ,:„•N FcctupAi O a [A 1/4-20 MA i�ltt•y�--BOLA GLASS ¢ } GLASS [{ASLEJ wT Ct CONNECTION TYPE W/NUT ��1'J= OR OR DOOR--�!EACm, w ii OR DOCK w RCTCRCN[C ANCHOR 15_ `CY'lQ' - it •rt FOR HWL w tl^.4 SMS G4 C NO PC•DO 6549 SCE T HV! r w SCHEDULE I:.CR MAX W ? .rn &f0R IILt!2 j¢z �`OR=2 13 N>=C7 o SPACING !j` I (TYP TOP_E�O OTTOM7 * 1J _ 'SEE TABLE 2 X w a SEPARATipI S 1:.7 C' 11 L FM vJl. 1 w w a N r" •� — " _.t -a i'SEPARATION x N U; t0 GLA55 1. In_��-I 1/4"-20 TIIRU BOLT W/ I`: ¢ 012 x 1/2"EMS (r]12"O C X Z z M, I.; - ' STATEe, TO GLASS I q¢ t7 In ©pRC6�OR M O LOCK NUT (ul'.2"OC OR T_r°-e7 UR3/14"B AWIa POP q_wi r ❑ 6� �J FCORO 012 x 1/2'SMS(S 12"DC E S ( RIVETS La 6"0 C OR 1/4"0 i m O OR Ji S'•• (Ji OR 3/161, ALUM POP j- ALUM POP RIVETS END 72"0 C q' a1/S/QN N g RIVETS 6"0C ES I c =PS OR1/4"O ALUM POP RIVETS i �' 1 71 AND -r 1!4"htAX FROM PIN •• FOR gm W!yrw/MIII LI t_ Rit7UQCi CO 12"0C CS ASSEMBLY— ESd!ILAI. 13 ru�'7tY �a �QW g 1/4"MAX FROM PIN tJ2" 1!2'TYP GUIDE O BU�HtNG 1 1- =a('j O �9 AND,IQ j � GUI ETC UUSH.NG - WASHER(TYP} TABLE 1 S Mi•- j�yj��/ g eJ ASSEMBLY WASHER!TYP) I,, _ !yG GLt.55 " tc FOR la1Tl n o N cwui W ON W x s f ail -1/2':YP EXISTING CONCRETE• W / 4 COSNECTION TYPE OR COOR SEE TN3LE 2 X I Z C- q BLOCK OR WOOD FRAMING / , REFERENCE ANCHOR fOR AL71. 4 un1 q a c e I - / ECGE SCHEDULE FOR MAX SEPARATIOII y tL t- d W I: ° 3 CONNECTION TYPE J DIS T - TO GLASS u m o w u JY / .C/ +-. - SPALT'G AS SI40WIJ q p i REFERENCE ANCHOtiu M / CUot SCHEDULE FOR MAX f�4 CSTiNECT:JN TYPE iN D.AGRAt•1 ON P3 '.0) f % ,/ / O(5T _ SPACING AS SHOWN REFERENCE ANCHOR w y� !% CONaECTON TYPC IN GAGRAM IN PG 101 / SPAC:V CF.FOR FASTENER w l PACING ALT FASTENER REFERENCE ANCHCR EX'S7 H:G CONCRE iE./ lOCA7iC9 FRONT AND S{.HEC JL F.FOR MAX BLOCK OR WOOD FRAMIh� BACK ANCHORS NOT REO'O � ): //6-MAX fR0t1 P:Y SPACING ALT FASTENER WITH THIS LOCATION C•• CONNEC?iOti TYPE 2 GU:UE lU(3USHtNG f I _5Pnti1 LOCATON FRONT AND WASHER ITYP 1 BACK.ANCHORS NOT REO'D ItiSIC= MCI VT SECTION REFERENCE OR MAX /.., w�_I`- /-4"MAX FRCH SCNECIiLE FOR MAX •' 1 WCtl THIS LOCATION __� PrI GUIDE 1c SCALE 3"-1<-0" SPACINGt-05 CONNECTION TYPE ' - TBUSHIN(14fASHER I SECTION ANCHCR H� fNS.DE MOUNT SECTION SCHEDULE FOR MAX I GI 1 hYI'I SCALE 3"=T-0" F.XISTtNG CONCRETE, SPACING tP NOTE FOR DETA!LS A.11 D.AND E ON THIS SHEET BLOCK OR WOOD FRAMING EMBED 0 88& ( ! THE ftA$E TRACK MAY CAE.INSTALLED IN SECTIONS �?�'� WITH 1/4"GAPS,PROVIDED!-IA"- EACH SECTION HAS Ca BUID''CUT MOUNT SECTION 7E ¢51 / A MINIMUM OF TWO SETS III'ANCHORS AND IS A SCALE 3-=1'-0" , TYP DO?TC. M=N!MUM OF 12."LONG THE SILL OR CEILING.TRACK EXISTING CONCRETE. USED WITH Tile BASE TRACK MUSTOC CONTINUOUS 81.OL11.OR WOOD FRAMN:G E3 r R OVER THE GAPS BETWEEN SECTIONS C STRUCTURF. E EXIST.N3 CON EDG U CONCRETE, Ear, STRUCTURE - IST BLOCK OR WOOD FRAM;NG 4 CONNECTION TYPE C2 CONNECTION TYPE1'!J E%TI2U5:5N ,,92 a X EMBED r I COIINEOTION TYPE I RCrERENCE ANCHOR EMBED rC5 CONNECTION TYPE W/EXTRUSON ((1 R REFERENCE ANCHOR SCHEDULE FOR MAX - REFERENCE ANCHOR SCHEDULE FOR MAX W �91 5 G SPACING SPACING SCHVOULE FOR MAX SPACING AS SMOPIN 14 IN GIAGRAM ON PG 131 !6 1.2• tyRt:I ./2' - Cc u O YJ k �I GLASS DCCR pL•FOT tiMi v 1,�'=o n ¢ w I~ w• ou+ TOR 'll m u � 112, ly n12 x 1/2"SMS C;il 72- SEE 11.D_C 'L s'�.^_v O: OR 3/16'O FOR L"L ALUM �SE ARAl10.'1 UwM� �I [ i3 r_w1�0 8 wwr C POP RIVETS�6"0C X nZW GLASS OR I TA t i, l� I'OR M. rI.•a2O R. i -Fat t.L 2uw [ o GR t!4"B;ALUM POP ;l a°O D,.GP.----' m a vl F T'I�� RIVETS PIz"OC E uNr FJYt u:H. Xzo�m GLASS I 1AALf.<h FOR +4 r o.� SFPARAThk7 < a n d TI '6� g OR DOUR--tI',. 0�_ --.--- C t0 GLA55 , a 1012 SEE TABLE: ,w M,.1 - Ill m pFi�lf4 a 4 i �J AND 1/4"MAX FROM PIN 6 m 114-20 S S'MACH.":E ' ""-'SiP�+A A-}ibll • Oar A F7fl SCREW S NUT C11,S E �q 1/Y" G•tU Di15HING Cal ASSEMBLY 1/2" o Q+ 1 12"0C--"_..___ __ T_YP Y:ASHER I7VP} �Ir i ),iwGv x ";(.-MAX FROM P;N E'I� I ••e,•'M/.Y, rR0M PIN _ w'o '� 3 GU'L`E TO BU5HRJG W .4 CONNECTION TYPE i/2" GU1l;E TO NOSHING g X �1 ORO WASHER(TYP-} ¢' / REFERENCE ANCHOR g`I! ! WASHER ITYP} [UGC G� r E,x �' SCHEDULE FOR MAX C2 CONNECTION TYPE N!/�EXTRUSION 2 } 1...'�i Ex15'f1NG CG1:t REi E. {I/ ��/.%GIST _ SPACING A.SHwd CONNECTION T1T'C V//EXTRUSION�.1 mFIxaIFFFJWtLmAµm6vE BLO.IC(1R Y/O.^.O EXISTING CCNCRET LC4 CO�NFNCCT;ON TYPE :N DIAGRAM ON PG Ni C1 REFERENCE ERE•>:CE ANCHCR 15-2338 IL- FRAH:NS BLOC K OR%,roar FRt.MI!!G / REFERENCE ANCHOR SCHEDULE FOR MAX �7 OR SPACING 3'x 3"x 114'CONT -�.4 CC,`:NEC':ON TYPE R12 x t/2'•S•!S W•2" SCHEDULE FOR MA'X REFERENCE ANCHOR O C GR 3/I6"B ALUM SPACING ALT FASTENER EXISTING CONCRETE, NIGl4LiWiP7iOn1 6063-T6 ALUM ANGLE % �` 1 SCHEDULE FOR MAX POP RIVE?S,?.6"U.0 'OLATION FRONT AtiO BLOCK OR WOOD FRAit ING _ (MAY BE RE VERSED '' 1 BACK ANCHORS NOT REO'O AS SHOWN CASHED) SPA L'NG OR 1J4"O ALUM P P WITH THIS LOCATION RIVETS(Sol 12"0 C �Ir� 1 41'ALI. MOUNT SECT(0`d CEILING / INSIDE MOUNT SECIION WALL BUILD OUT �} `•� SCALE 3"-V-0" SCALE 3 �T-0" $�CT;DN SCALE 3'•=1'-0" FOR A52USyNINI `'Jill fl/ eCL 49NNWiDO{P.p. f Yi SE TABLE 4& - \\ 45 `. 'J•'.H11.-ICE TABCC 2 L S RUC TU GLASS rOq ION.SEPARAT.Ci7 TO X j� M $CRUCTURE AL7 LEG DIRECTION L't"20 ' �'• FN•• CR---- GLASS MACHINE DOOR I2]G063-TG ALU:^.:NUM BO..T W/NUT /L; 0 �2 ANGLES PER RF AH END- C9 12'D C OR NO PEQ wI; j SIZE PER SPAN TUBE _ 0'+65 y ; '/4"d ALL :I SCHEDULE P14 x 3/4" C POINTS SOLID b( Sl156"OC SET ANC HCRS •._ HPANTUBE SCHEpIAE ; (p WITHMIN �� SPAN TUBE I N UT b N ✓'�" z EMBCOMEN71N � 1 ER OESiGN ALLO'NADIE TUBE N1PaEROF RSPEEROF .a CONCRETE R + II' ACCESS HC.E SCHEDULE TUBE ^uHlii7ER SPAN THRUGOLTS 'UJOu7C�E ,wry U `up�j jsf • Ij BLOCK,3"M:'+ �„ I SIC: SP0.Y .. .-__ RIDA I j. oI SPACING ANC -`�� t _ _. __...70P �BDTTdA TOP 1 i _..._ -.'. •:...^ A"M!N EL•GE ( TOP gOT7LM1 {� .• � 4J ( f ^_�:: j S X CISTANCE - - R �.• -.ti TUGS TUBE TUBE TUBE T1�2 -TU3E TUHE/!11 1 oN f 7 st .%r-�e c• C ' ^� ^' G 16- [O-','.tl 0.175 8B• t01.7" t00.0y____2 ___ Z__ 8 T H+� 3-M:!r - it•6t tt y+ 12S ¢Og' 96 a'- i 2 a 3 7'.. -7• a EO UIST ''►''' L V�� _ GO'_ 120.1' 157.0` 2 2 -2_ _ 3 _ 4• 7• jy� s'=.•© FOR C5.7iE.$;£H3./�.�.ALIiiT:f.S- '(,j f� utG O1ti _86' 114B' 124.1" 2 T 3 3 T 7• WW N rn LVVJ UI.-+?AX FROM P:.':Gti'.DE 11 SiL'RECE<Q fO.R fR1Q YC y_-L.11-(- •1 s Pji4 ay Z + TAB' 7 FN C^I. APAF: �T.+- 1O2H• 109.G 2 2 4 4 7t1` 10• ^g� TO BUSHIYG WASHER i7•rP! GLA55 L�;a�' (W' 130.0- lair J-2 2 3 A 7• �'• ( OR ODOR�� TO"All N In 2wx f--�--..------ C- T• maa�W TWO 1!4"a"'Dan 1lr.•'0 THRU DOLTS = a p•,Tg B6' __t22T 1 155.T y. T -.,., J _ q ; _7•_ tO. O,W uI 0 LALi SCREWS .0 24' Err 12J• 131.5'Y 2 9 5 ' 1D' �13'_ �0 O C -1- WITH 2'• SEE BEAM r 00" r 158.1• 240.0" 9 2 J a 7 ~ THREADED PENE TRATIOw 3"Mtl SMEDULE FOR Z-I- Yx10'x '•T"ICJTC CENTER OF STb05 EO US! REOU:RED N'HBER D OE IA0.8" 22G.0• $ H 4 6 1 1P' _�_1H• S b ,n 123' r 1322' I 203.1• 3 n 5 7 + 13• IV •� EMB "7'-1 .SU S!•15 a MiUSPAN BE1 WEEK 4--•- •♦,1'' 1L J1 �V4"MAX FROM PIN GUIDE SeAN TUBE SCHBDULE N07ESe F STUDS FOR TRACY.7C s•,r 4" j r-- TO BUSHING W AS ER(7Yp'j 1. USETBUX174"-DR-2 zS'rxSjq•ANGLES FOR 2"x5'®2'x6"BEA}+{5. PLYVICOD R TUBE CONNECNUN WW O ALL -i �,1{ + 2. USE 2'x5"xi/4"ANGLES f0R 2°x8'&2•x10°BEAMS. STUCCO FINISH /-x A-x 125'. POINTS SOLID in ���j�I�` 3. USE BEAM SCHEDULE FOR DkTAIL J. Y� 2 fiC63-T6 ALUt-1 -UBE SeH jj©�M y i- f SPAN TUOE PER DES:3N q. TO P g BOTTOM BEAMS MAY BE USED TOGETHER OR IN m'�+ E '!'- SCHEDULE COMBINATION WITH OT11ER CONNECIIDNDETIVSLS.WHERE USED �; C r1DEDMF:IJ71N -^----- TOGETHER.BEAM MUST BE LIMfFF.0 TO TOPREAM SPANS. ��1�3 TM!$DE7a1L TO E:E USED BLEPI STUD SPACING CONCRETE.Ck .j 1/t-20 MACHINE DCLT S• SPAN TUBES MAY BE USED IN A MID-SPAN CONUITION WITH =,q 1l o 7E EXCCCOS TIfE MAX ALLOWABLE ANC:fOR S. ZING] BLOCK.3"MIN B _ SPACING ANO 3'' 'lI� 12)6C63-76 ALt1T::NUn 1•f/NUT(a 12"0 C SHUTTERS SPANNING"ABOVE AND BELOW THE BEAM.MIO-SPAN p S„•�12 M N ECGE 1 OR U14 x 314."5MS TUBES SHALL NAVE TOP BEAM LIMITATIONS(INCLUDING SPANS �LJALL MUL'MT SEC'.C"d THISOE'A!` l4A1' S!ZEPE SPAN Cl' ANCHORSrANG1.ESANOgDL7S,T'l1THTNESHl1T TER 5PAN7AKEN m dj Rf G CIS;ANC E 52C PER SPAN TUBE G"O C ) SCALE 3"=t'-0'• ALSO UC uSEU ��• scHEOULE AS THE SUMDP 1'HE SPANS ABOVE AND BELOW THE BEAM. EXISTIIJG 6. LAP BEAMS ARE NOT ALLOWED. 7R J J AT TCP ACCESS HOLE 7• ALL BEAMS AND ANGLES TO BE 6063•T6 ALUMINUM. STRUCTURE I-- ACT LEG:G:REC71GN P EMBED 1 IIII MAX DESIGN LOAD=z 72 PSF 3 �& ! 0-1 BEAM SPAN: Sc' TON, --G I.ASS - SCALE.,i".:._0.. FOR ASpI _ r! OR DOOR f E&11-U SEE TABLE 4 k j N FOR H11Q SEE TABLE 2 Y\ L f0R waa-tPhRAFIOff TO l7 4 EXISTItiO WCOO GLASS 7: ¢ TRUSS DR RAFTER 1%2".-----3'--,-1/2" �-,Fr, O $ f Q C. d z4' tIAx Gc a Ii E `) EXISTIN: FINISH 5 MATERIAL 1+ rL", 1J4"MAX FRC-PIN GUIDE I fo ,1% e` }�^ 1 X 1,'x 1/B"G063-T6 y I LJ ylTO RUSHP:G WASHER ITYP 1 r ':4-;iLE ITYP: ALU!4 TL•UE f1/TFtf<EE m �„�•. 64 1/4'0 1JOCC LAG 1 66 t 'y id ti 4fWIS`I t1ATERIAL SCREWS WITH 2-3/4" - ggp W i ijl \ S W '"..C.py; - 11 314"PLYWOCC MINIMLP4 7HREAUEO ! 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'r 4.0" 4.0" J .r i /: •' / os q 114•MTLLEf41UM MII.IFASf 49 14.0"14,a~'6.0" 6.0"!14.01 95"`9,S r, 9.0" 5.5" SS" ISO"15.0" 9A- .9.D" 35.0"lOS 10.5"•S.Q" 5.0" 10.0° B 0"'6.0' g` AN Y!/1.1/4•EMBED 62 30.5".30.5".4.0" 4.0" 105' 69' 7.5" /' 4_S' 4.0" / Y / ll.5"11.5" 'a S.S. 11.5^ 7.5" 8.0" n/ S.0" 4.0" 4.0' •g 5.0" 5,5' S.S'!J f'; � ! r 10.0"10.0" S.0" 4.1 9.0" G.O" 6.0" uo 5.D- 5.0^ 4 �r• Js.s'r r7 r /'/ll / ;,� •�/h / /. � � a g 1-1/4"MIN EDGE DIST r� rr,r r '2"MIN EDGE DISTANCE m ANCALL-POINTS SPUD-SET Cl.' C2 C3 C4 t C5 'CL ' C2 C3 C4 CS Cl C2 C3 C4 t5 CS C2- C3 Cd C5 Cl `C2 i C9 CA i C$ CI ' C2 C3 C4 CS ANtHOAYII TI$-EMBED& - ' 1/4.20 SS MACHINE SCREWY 49 13.5"13.5'!S.+ S.5"'}3.S' 9.5".9.S" 3.5 3.0" 9.0" 5.51, 5.5" r"; 3.0" 16.0°16.0"'9.5- 9.5" 16_D^16.0"16,0",6.0•.5.5"•16.0° 9.5'-9.5' 3.5";3.0" 5.5" gg $g b2 ]O.S'105";A.0• A.0"'10.5^ 6�5' 7,6" /r 4.5" 3,5".3.5" / 16.0"36.0••T.0" 6-5" 16.Q"13,5.12S"t 4-D" 4i0" +1'/1//,:,( 3,5""-"-` - '� %-' ]SS15.5' S.S" 5.0" 140" .S'r3S" 3.0"i. " 3.O"a3.0• 3.D"'6.0' S,5" S.S' r 3.0" 3.0 r %'1t0 5D5ult� � 5" 3 00 ,/ 3 . �� S/16•ITW TAFCON XL W1fH 3'MIN EDGE DISTANCE, 4'MIN EDGE DISTANCE $ $ = 1-3/{•EMBED Cl ' C2 C3 ' C4 C5 .Cl C2 1 Cf 1 C4 CS tl C2 C3 C4 CS CI C2 C3 C4 CS Cl Q tl 04 CS CL C2 I C3 I C4 I CS $1 9 , . . . 5" 6.57." 4." 4. 1. 48 6.D"12E 6:0 IT. 62 owr Ff r,✓ //f r ,r r1 wy�; 33D"t3.0" 69 75" 13.D" 8.5" 9045` 4.0 55' 4.5",4.b" 72 ✓� i '��r/f J� ,l^'% a 6 r'r 31.5"11.5"1,.6.,5 55" 30.0• 6.5" 70 4.0" r 40" 4.0" r r j 110 r r'`/j����vvvvr,,,� 6.0' {:o'T - I M4r �i r- „,'i. S rKr/v j•-. ,t�.`:ryj 'f. / f r 7'i?/^7%'�� r / °� 'r t@j d 1-0/16 MIN EDGE DISTANCE- L 3-1l8-FAIN EDGE DISTANCE- 5126'ELCO ULTAACON WM Cl i C2 C3 G CS Cl CL C3 C4 CS Cl CZ tl C4 ,CS Cl C2 C3 C4 CS CS C2 ! tl OT CS Cl tl GS C4 CS 1-1/4'EMBED 48 lOS"10.5"5.S 5.5` 10S" 7S"�7.S" +r ;.0 7.0" i�' G r'1 16.6°16:0"10.5.10.5"SG.O"12.5 12.5"6,0" 5.5"412.5" 7.5 :7.5" r WYAODATVIfL�iWtWPE � a o %�� m `f' % �r f • ' ^u""zo^"`6 s5"14 " 9.D�^ i1a sD J % 6 D" S D"$.D" ras•14s 'o .y 15-733862 z 1,1 i J cv 93 - `Lll l f f l f f FRNIK L DENNANJD P.E irEotxclJ9 _r,,.:� 4y,.•' Lice _ 1 z* No PEONS5gQi - ON {ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.`) ANCHOR SCHEDULE: WOOD (G=O.SS) '�T' srATeoF it"i, 2'MIN EDGE DISTANCE 314"MIN EDGE DISTANMS�rUn l0 6'-D" SrNns Un To 0'•8" SnanS Ua Ta 13'•D` LOAD s4DSP6_{LTR@K° 54ert U�To p'_0'LOAD �+ CONN TYPE CONK TYPF O T F g ANCHOR coONiJ TYPE CONN TYPE CONN TYPE D E ANCHOR (psi? CONN 1 Z ISJ U S (P� z C1 C2 C3 C4 CS CS C2 C3 C4 CS CI C2 C3 C4 CS C]. LR i C3 G1 i CS C1 ' C2' C3 C4 CS CI C2 C3 ! C4 CS Q W I/4'POYlERS TAPPER}Y1/ 40 15.5"=15.5" 65• 6,5"'35.5'tOS",LOS°�4.0" 4,0" 10.5' 6.0':fi.0' it/` ,ter 1/4°LAG SCRELY WITH 1-3/4 48 16.0"36A"715"11.5^1p.0"]6.0^18,0" 7S" 7,0"I&D"IG.O"{IG.O" 4_5" 4.5" 15.0" y]a� t t0 1-I4•EMBED MIN THREAD PENETRATION 62 36.P'16.0" 8.5" 0.5" 16.0"16.0"16.0^ 5.5" 5.5•' 16.0`16.Q`15.5` S.S• 3.5� 9.S Wi.I ¢ryp �62 ILD'12.0"�4,5"�4.5 32.D" 7:S' 8_0" 5.0" 4.5"34,0' / 44!! J it--- 'rl" 9.G" -(i.f)"}GO'r r!/i %7�7 /%r y�� � 72 16.0^I6.0' 7.0" 7.0" 16.0"16.0";6;0" 4.5" 4.5" IS.O"14.0"125" 3.0^ 3.0" 7.S' V W g 72 10.5"10,5'4.0"�'Y/ , 11D 16.0"16.0"4.5' 4:0" 13,5' 3.0" 2.5" 7.S" ]1.5' 9.5" 2.S' 2.0" 6:0• L 200 ,/SAY%r'j ,r.`1:=� -f .!r / i%/ f/,% ,%, _ 200 IL5' B.5" 2.S 7_0" 1.0" 11.5" 9.5" 1:T 2A• 6,0" i1s9s" zs• z.o" 6.0" l30{aUUJs v�,1 7/16'SYOOO BUSHING VIM 48 I6;0"16.0 9.5" 9_S' iG_0"13.0"17.0' S.S" 5,6' 13_0"T.5' 7.5" 3.5` 3.0" C 3 i12 SMS Y!/2'EYEY/ALL qd 16.0"SGO" 0.5" d,5" Y6.0"SJ.0".13.0 5,0" S.0" LLS' 7.5" 7.5" 3.0" 3.0" 4.5" 0 1.13`Mitt EMBED fl 1/4-ZO 62 14.5'1-0.5" 6.5' 6.0" 14.5„ 9.5^ 10.0' b,p" " 6.5" 5.5�".0" 2.5" 2.0" EMBED ARMOR INSERT YJ/1-1l4` 62 14.5"�14S^ G.0" G.0" L4 4.5" 9.S' 10.0';4.0".3.5".{b_0" 5.0" 4.5"rffl7r e .3.0" 55 MACHINE SCREW 72 ;2,5"12,5" 5.5° SA" 11.0" 7.5" 75" 3.5"13.01 4.5" 4.5" 3.5" 2.0" r 10. 7 "12.5'12.5"�5.0" 4.5" 1.1.0" 7.5"'7.5"1 3A" 3.0" 4.5^ 4,5^ 3.5" I70 7.0" 7.0" 3.0' 2.5" 4.0" 4nw, 2,0" 2.0" 3.5 3,0"110 7.0"7.0".3.0" r�' 4.0" 4,0" 3.5"/ r //:' 0 0" 'r y'iii%.5.,!3530" ✓r o �� r `> 814 SMS,:14 WOOD SCREW 48 j6.0"16.0"'13.(Y'_13.0"tG0"18.S'i 16A"16.0"j16.0^ 5.0" GROUT r p y� p� pi OA I q"POYJEAS TAP PER+ "62 16.0"16.0"'9.5' 9 S' ANCHOR SCHEDULE: GROU 1�P�LLSD�r019CRE�E pLOCK 1113T, l-3/4"M;N THREAD ;•_-16.0!16.0''6.0"i16:0"13.5'12.5" 4.D" 3.5 7.5'PENF1i{A DN 72 360"160" B0` 7uS' 16.0"15.V' 5,0"�1Y.0"11.5"l0A" J.r� _6.0"16.0" 5.6" 4.5" 10.5"13.0 5_ 3.0" 3.0°'6.6" 9_0" 7,S' 2-5" 6 4'NIN EDGE DISTANCE 200 9.0" 7.5"'2.5" LS" 4.5` 9.6' 7.S' 9.0" " 7 G LOAD Spans Vp 706'•0" Wo-up� ,To81•8" Spans Up 7013'-0" ¢ o ANCHOR CONN 7YPE CONJJ TYPE CONtl TYPE � „ o x �pG� u ' a c3 cn cs c1 ! rs c3 c4 . cs c1 c2 ! c3 U ' a ANCHOR SCHEDULE: WOOD G=0.42 ��" SJI6`IIW TAPCONXL W/ 40 I6,016.0"___1G.0"ii6.0"160"16.D't1G�0"!"16:0_'I6.0',(36_0"16.0"16.0_"']0.5" 9_5" 755" =r, d 2.7/4"MI!!.EMBED _ '�-�� 3/4"MIN ODOE DISTANCE _m 4 62 Sb.0'.16.0"ti16;0"�1G,0'I6.0^1G0"{16.0Ifi:0"16.0"16.0":8.0" 7.0"�10.0" f 72 160'1]60"1G0�35.5 16 D' 16.D T1G0 SD,S' 9,5"�I5.5"14.5'•12.5 G5, 55" 8.0" F- I G Saens Ua To 6'-0" y`.py,19 Vp TO 0 Spgna Up TQ,13!•p_' q f g g q--+"•+-••°•+� 110 16 0 1&tl 1010 0�9�.0 -34 0 14.5 ]2 S 6,5" 5.5" 7.5' 12.0"10.0' S 5 4 5" G.0" � LOAD CCNN TYPE CO'NN TYPE CONN PE C3 U 200 120 l0i 0" 5,5" 4.5 60 1L0 10.0'.5.5" 4,5 6.0"12.0"L0.0" 5.5 9.5' 6:0" S ANCHOR (PSI) i i �' c,? Cl ! C7 C3 C4 i C5 C1 CL C3 C4 { C5 Ct C2 G3 C4 ` CS 5/16"ELCO UL1!6FD ti VI/ 4d_ 16.0"SG.0"13.5"+13.5"1G.0"16.0't16.0 8.6' T.5" 56.0" 9.5' 9.5""' /,{�6 0" Ij4`LAG SCREW Y/ITH 1-3/q 46 16A'16.0"i 9.0• 9.0" 16.0°16.0"16.0' G.0" 5,5" 1G,0"16.0"16,0° 3.5" 3.5" 10.0" E: 3 2-1/4'MIN.El1BED �5' M1N THREAD PENETRATION E L { R $o u1 62_16.0'*1,6�0° 9.5";8.5" 16A°12.0'12.5'�5.5' S.0"�8,0" 6.S 1 6,p" _, 3 72 ]6.0 A8,0"'7S•'i 7,0" 14.0" 9.5' 9.5"Gam'% 6.0" S.S TJri�� 62 SGO"16.0"'6.5" 6,5" 16.6"iG.0"16.0" 4.S' 4.0" I35"11.5"lO.S 2.5'.2,5" I) •� 1f0 8.5 BS,r%r ,/ 5.0" 5,5".:•r} r �' Ji /� :J T1 16.0"1G.0'15.5' S.5",3G0"t6.0"16.0" 3.5".35" 10.0" 9.5" 8.0" 2.5•(_6.._ 3 200 7�•Srr r yy>r-•%/!'%r'l•�% �?i �J / ` %i% /�J ' 110 15.0"1A.5'I 3.IS 3.0` 9,0" 9.0" 8.0" 2.0"�2,0"_ 5:0" 7_5" 4,0^ l3pf 200 7.5" 6.D_iL0"rJ1J.ri 4 0 7 5 6.0" 2.0'�i! 4.0" 7.5 8 0 2,D" �/, 4.0" S 2'MIN EDGE DISTANCE o i14 5liS 414 Y)OOD SCRR' 48 16.0"16.0" Is" 79b.�5�16 0 l6 0 IG.O" 6.0".5.5" 16.0"11.0 11S' 3 S' 35' 7.0' Gl Q C3 U CS Cl C2 , C.T U CS C7 C2 i C3 /C4 CS O0.7/4'dOYJERN TAPPEq+ 62 SG.0.16.0'r7O" 6.5"y1G.0"14.0"15.0" •t.S' 4.0" 95" 0" 7.(1" S'2S a125M51Y/2'EYPSYAU, 16.0•"16-0"f0.5''10,5"'16.01,1G.0"IG.0"�6.5"'6.S" 16.0"12.5"'72.5" 4.0".3.5" 7.5, g 4' OJTHRCAD .ARMOR INSERT SV 2°EMBED "`""-""" a -?---'-- -------• --P� PENETRATION _72 160 16.0" 55': 36.M LL.D"11_5' 3.5"*3,5'/ 62 160"16 p 7 5 7.5",16.0"1 5 0' ' " " 8.0" 3.0°r.%�ir 5.0" -j pp)y� i10 10 10.0" 3 D"'6 D 16 0"I6 0 6 5' 6.0 16 0 I2.5,;25 4 0 3.5" . . 6 5 , . Li Z00 5.0' q.5" Y r 2.5 5.0" 4.S 2.0" r 2.5' 5.0 4,5 2.0" 2.5"76" 60 ��f "3.5' 3.0" 20D 6.0 5.0 / •:� I'll, GO" 5.0 � $fig ANCHOR NH SEE SHEET i CamoRRuvtLENPr.»vL LO FOR ANCHOR ORNOTES. 15-2338 scam - !!�§.D9361}YfiQp: t �� J J FRANK t_OQINARDO,P.E ROUND WINDOW �� �_•.BEJv ' PE046549 •,'" ASSEMBLY '• _ EDGE OF ACCORDION 12'MIN FROM _�LLL No PE064654 9 f,- fSHUTTER BLADES EDGE OF SHUTTER F EDGE OF ACCORDION TOP OR BOTTOML 111 _ SHUTTER BLADES " * * _ 0.125"{t -{1F 1 'O {}0.03Y 0.032E ATEOF H 0.125E •r..�__. _ i ST ON II II `I I ,�` 01 1� ---. �� 5..!�'C OIT10?.•\ (pW,n( •{".m� g 0.146^'r% /'" /'�J,SfONAi \1 W17J u�iri 6 45" /• Ea u of Ww r f Mwa 3.S"MIN Z� sg Z. 'I 2.875°0 HOLE TO RECEIVE ROUND TYPICAL [WINDOW ASSEMBLY 0a IA¢ 02,875E -_ -{ 2.875"0 HOLE(TO RECEIVE +03.250' \ ROUND WINDOW ASSEMBLY) N s u _ MAXIMUM OF 3 WINDOWS o'�j w pG ^ LIGHT-N-VIEW WINDOW 1 PER EVERY OTHER BLADE .0 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB ,� =� 2 LIGHT-N-VIEW WINDOW I ROUND WINDOW ASSEMBLY 13 N.T.S. EXTERIOR ELEV M d � 12"MIN FROM II- {4Q c EDGE OF SHUTTER, EDGE OF ACCORDION y rn C ri TOP OR BOTTOM SHUTTER BLADES z9� W RECTANGULAR DOW ASSEMBLY I t " � 1 BLADE W/ ROUND WINDOW I g I' _EDGE OF ACCORDION 13 N.T.S.. . _� EXTERIOR ELEV ' a 1;a P.2101 SHUTTER BLADES 2.210- c "o 0.145• -j 0.145E 3.5"MIN i it w e g E r �.� R TYPICAL g j I 1.500E K DLE(TO RECEIVEE RECTANGULAR TANGULAR - o WINDOW ASSEMBLY) 1.500E K 6.000E HOLE(TO RECEIVE ' 1GT"_ MAXIMUM OF 3 WINDOWS }I- PER EVERY OTHER BLADE i i ,_aEcrANcuua WINDOW ASSEMBLY) 093'1 .DZD• 3 RECTANGULAR WINDOWp5dm Sr' I•D $ �p`�� !'�2:--'�.""{f' S _r �.3 N.T.S. EXTERIOR ELFV 6• i i ( I .LIE" �- ( i DIA. 0.500E I 0.500- N S)s� N RECTANGULAR WINDOW NOTES: fi 3.S'MIN. RECTANGULAR WINDOW p� (EXT.) ry T---1 e ' -`-145" 1. THE RECTANGULAR WINDOW SHOWN IN TYPICAL t-ASSEMBLY �jI iy I 5J13 IS MADE FROM GE XL30 LFXJ4N WITH 0.075'MINIMUM THICKNESS. gg gpp 2. FRAME FOR RECTANGULAR WINDOW MAY ''i�� BE NYLON 6 OR POLYCARBONATE WITH A O 0.145'� ++ MINIMUM THICKNESS OF 0.161".ATTACH RlLtaw,'OpPF• --T—+• ' ' -Y TO BLADE WITH(6)#4 SS SCREWS OR 15-2338 i _ iiIC 1 {,1.856E 0.177- .355"� BOLTS WITH NUTS. I� _ 9 t SECTION A-A s�LE GF.s-- mNt J M A a BLADE W/ RECT. WINDOW 5 RECTANGULAR WINDOW . 13 N.T.S. EXTERIOR EIFV 13 N.T.S. EXTERIOR ELW D LJ