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Oil BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats Facts Publications Contact Us i i BCIS Site Map Links Search Rota ff Product Approval r%'>. S USER:Public User ' r &t Product Approval Menu>Product or Application Search>Application List>Application )etail � y FL# FL13757-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West Mc ab Road Ft.Lauderda e,FL 33309 (954)493-8551 tomj@tc-aluin.com Authorized Signature Frank Benna do frank@engin aeringexpress.com Technical Representative Thomas B.] hnston Address/Phone/Email 400 west Mc qab Rd. Ft. Lauderda e,FL 33309 (954)970-9 99 tomj@tc-alun.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation R port from a Florida Registered Architect or a Licensed Florida Professional Engineer ( Evaluatic n Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Ben nardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Acc editation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO,P.E. C7� Validatioi Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Inde 1. df FL13757 R6 COI Inde 2. df FL13757 R6 COI Inde 3. df Referenced Standard and Year(of Standard) Standard Year ASTME188 2006 ASTM E199 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 FL13757 R6 Equiv Eauivl.pdf , FL13757 R6 Equiv EDuiv2.Ddf FL13757 R6 Eouiv Eouiv3.Ddf Sections from the Code Product Approval Method Method 1 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# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwol.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L.Bernardo,P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Evall.odf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwa2.r)df Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Eval2.1)df combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwc13.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.Ddf anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: r,Chtc_ M Credit Card Safe •e� r I�IIM��I� 6.8 STREAMLINE SHUTTER FPEOO46569NNAROD,P.E: FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: - �; NOPE004654 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION(20171,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D' AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN a = ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. sEcnoN �� STATE OF a 2 DETERMINED POSITIVE AND ER SEPARATE ENGINEERIE DESIGN NG IN ACCORDANCE E WITH ED FOR THE GOVERNING CODE.PRESSURE %HIS SYSTEM SHALL BE SS•`<oRIDP,.•' ��J$ °u REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE , f�T CSN uy G.tI N FLORIDA BUILDING CODE SHAL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN rrr r r I r,++++` n PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Zd u 3. <� � TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. o 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 o to b w 0 SAFETY FACTOR, Z W 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW o i w S � CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 31L t7 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND n w =w LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a> o w w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE _ DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 vO SHALL BE USED. z 8. THE SYSTEM DETAILED HEREIN 1S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N g �^ SITE. N m 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL f a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMIT-TED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER Q a TM m E 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. m>d 8 "^�SUH".,.oa&� TO-BE-APPL3En&Y-T.&,u&rONTRACTORp D:o CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. g° 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL z 3 m DOCUMENTS. HURRICANE PROTECTION m u< E 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING BOTTOM g OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DING /ETAIL AND JUSTIFY THEDEVIATIO (_ 13. EACH HUNI`T RSASSEMBLYION TO THE BUILDING SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM HER APPROVAL. LocIO�MCEAC PAN VIESWS 0 3 INFORMATION: a o TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886,E1996 8c E330 1 SHUTTER ELEVATION 2 IL 203 FLORIDA ROTASDUCfAPP OVAL NUMBER TABLE 2• 1 I'Q o N.T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"O OR 3/16"0 5052 ALUM.ALLOY. NON-HVHZ ESSENTIAL 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ 5 e BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER @ ib s�2 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. 1 INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS $ Y3 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE l 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE c fil 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. I -5/8" 2-3/8" 1-5l8" 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-114" 1 @ 99" 3-1/2' 1-7/8" 3-5/8" 1-7/8" � ? TABLE 1: 1zo^ 4-1/B" 2" 4.1/4" z" A TABLE 1 NOTES: l ES 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144 4-7/8' 2" 5" 2" F_ il ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE SMAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: 222 SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 2. HAOT-HVHZ:DEFI:DEFINED NED AS ALMIAMI-L LOCATIDE ONS OTHER AND RTHAN MIAMI-DADE COWARD COUNTY OUNTY AND BROWARD COUNTYA. Le ooPE POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER F[ou "A..- 15-2339 V72" DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND suLE, - z BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A k PRESSURE PRESSURE PAGE DESCRIPTION: DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". TSF PSF SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' ABOVE GRADE. 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 63 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM �uI 8$ 144" 43 40 E1996-09. w FRANK BENNARD0"P.E. 2 y PROJECTION VARIES /A EBD46649 1' 2.874" x 4.874"MAX. `���:•''•L F 0.115" tif$ 0.062" 0.450" r 0.080° =*• N°PE0046549 ;0 0.125" ry - o /5N 1.708" 0.100" 1.830" 0.062' n 1.708° 0.100" IFT 0 1 0.08l0"__-- 0.063" 0ScN TO•A R"IlDlAl �.y "orD+ N 0.096 0.195° 0 0070 2.820 o or0.060 ° 0.63 .062° 1.9 pWW m0.125" .Tt . 1.993" 0ri.74-97 0.062 k .0.630" 0.630' 0.143" 0.0 1,069 0.971" 1° W� tm0.143" o 2 0 200• uUD.062060° . 0.630 r1.069'10062" 0200" 0 0.630 0.06 0.062" a 0.200 0.062"T'40.200" SUPPORT LEG OPTIONAL 5.745"MAX. f1.069" 0.062" WWON-¢� S ftai®B z�gg0�Zwy p" ' �.. 5.745"MAX. Oj WALL O BUILD OUT WALL )STREAMLINE CEILING TRACK O¢ STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL o w w -�' SCASE HAL F2 SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF 512E O WHERE SHOWN,SCREW BOSSES d �'•'^''""` &FELT GROVES ARE OPTIONAL G ON ALL EXTRUSIONS 0.874"1- 2.655" 0.875 2.195• 0.510° 2.195"--} 1.230" W 1.229° 0.105" 0.060" I o u o �i 0.77(5" v� 'I' •� ! ! 11 T O ,! O m 2.655°� ri 7 I�in -r in �I O '^ I .105 :) I o?$K 1.069" --- ^ .Ni ry I 110 m o 0 m 2.362,. 4.84" L ... .931' ,o ." 1.069" ILLL 0.105" ri I. '^ I ri N } 4.510" ^� E .D `� I 0.105" I I i m 0.075° n 0.075" io I ' �."�-,.+•r u1 R 0.105" ` L .i f I• N c o �} 4.510° -� : _I:.-.. •I_ i 0.994°1� 0.044' `'E cg m �- 0.07 NOTE:TESTED THICKNESS OF a g 0.781" �- 4,510' 3.506" BARE METAL W/0 PAINT IS 0.039° SILL ADAPTER EXTENDED SILL EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 6.8 STREAMLINE SLAT/BLADE 0 R O7 SILL O O9 10 11 13 � SCALE HALF 512E SCALE:HALF SIZE SCALE.HALF SIZE SCALE HALF.SIZE SCALE HALF SIZE SCALE.HALF SIZE 6 d ie 53II - " 1.708" f 0.080 o.D477" 0.34�1I"' 1.570° 0 510.p590 0.1430.143� 0.0 70"-{f-X• .06 0.245' 0.143" 0.096 0.060" ;10 .117 0.090 096" Osl180.' .080"115° 0 " N � aSZ��afid€�4.7 " 1199"�666t8 ! 0. " 0 ..D 0.682' 0.630 0.044" 0.227" aEg9¢ •� OOPRIIGMFPM%LBE7dLM00PE �J 0 693° 15-2339 NOTE:THICKNESS OF BARE 2.822" I �--�-0.420" SCALE. - METAL W/0 PAINT IS 0.039° }-1.625"-� PAGE DescuPnoN1 15 6.8 STREAMLINE STACK 1g RADIUS CEILING HEADER/SILL 17 6.8 STARTER 18 WALL SILL CLIP 1gb WALL SILL SCALE:.HALF-SIZE - __ - __ _ __ _ _ _ SCALE HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE 11 1-1 L BENNARDO,P.E. `111111111J/ IPE0046549 -{{-0.125" 0.610' STAINLESS STEEL o .280' --� 0° NYLON ALUMINUM HER OR `���`.•••'�I•• 'j" ASSEMBLY I�y�. 0.320'0 HOLE o w 50 0.276" 0.357" * ND p� 1p -.-5 p o o z o #10 x 2-3/4"410 HT S.S. I I 'b:• 0p46$ ' c 0.880 NYLON ,., a a m INSERTS SCREW W/TC ULTRACOTE �• 0.591" -o' Qg 0.05 WHEEL O 0.120°o r -O' Ip 1 �r INTO COATING n T - 11: O M °1.100" }-0.240° L� r TRACK (TYP TOP&BOTTOM) "ii•0.062" 1 =o•.,• TArF NYLON BUSHING W/WASHER: L_• ��LSj•XORIpgF o. ui�m 8 OU TYP.AT EVERY OTHER 0.750" 7/16"0 x 1/2"@ INTERIOR JOINT TOP 'i O '••••" \a O_LL, y 5°MAX. 0.870" 0 x 0.154' 0.137' / �/ Y21 INSIDE JOINT AT TOP. CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN 8E INTERIOR EDIONJOINT EXTERIOR OM �''qLI I I%% Z hW� ou;U m OANGLE HOUSING-ZINC DICAST,POWDER COATED K �> s gi 19 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 2g BOX CENTER INSERT 0 Ma�H SCALE HALF SIZE SCALE-HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE.HALF SIZE SCALE:HALF SIZE Y L t8 z OR KEY/THUMB TURN OPERATED INSIDE. W j; N p�f w i H0.250" 23 BRASS PUSH LOCK W oo SCALE:HALF SIZE uN W d G€ o W ti R0.155" 1,g7g^ N ,^ 4.000' • 0.236^ ' 0.286" 1.603".RO.500" a 0.267" 0.500' 1 0.623° 1.710 1.224 g 0.090 0.319" 0.531° 0.531" N nf,r, 0.790" m m .ny �j 0.064" �" 0 0.28 ,26 0 �i 111 2.250" 41 -j- 0.09 m �•' -Tr 0.250" }"3 J o o `�6• 0.607" a 0.607° $ W• J :i"Y• i !V O,ti n n Vl M IINI N PC p 0.060" �x 0.496• 0.240" 2.000"� c t` I slp�N rn ¢m �--2.750" aF 1.758" � I I �,° !!� e O m 27 RAINGUARD 28 DECORATIVE FLOOR TRACK r 3.a76^ 1+ SCALE.HALF SIZE SCALE HALF SIZE - 0.160"1 1.001" °.062' 0.222"-} r 0.240" `Niwd�W 0.062" 0.062" 0.176" •� E 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER s ,6„�' „ �...i" - ,✓. Ssf°' `� r �€ q SCALE HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE c X0.062" E o g R 5.500"x 13/16"WIDE }--}0.400" A 167" 7/16.0 STAINLESS I o 30 STEEL NUT tt If a u'7 n 0.125" ° 0.438° d 1 O.1B8" 5/16-18x1 MACHINE SCREW v; �.oa; L TYP• 5/16"0 INTERNAL STAINLESS STEEL N 0.121" �-4,500" 1 10.689- POWDER COATED,ZINC DIE-CAST THREAD m o HEAD STYLE VARIES A 1�¢ - SECTION A �- 1.050"� €"ga DELTA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 3S THUMB SCREW �a g INDUSTRIAL SYSTEMS (OPTIONAL) SCALE-FULL SIZE SCALE FULL SIZE �` c `„0.254" 400 40b 40c 35 BOX LOCK SCALE:HALF SIZE "i 0.319 END STRIP 1" JAM qS'q 11 SCALE HALF SIZE E f-z.000°-=f 2" & 3" EXT 1.500" -}r°.125" E I- SCALE HALF SIZE 0.050" 0.093"J0.125' d61v3p� s6 - 0.125" � j 0.085" c &a Te °i 0 0.125" 0WYWffFRkWLBOeuaeov1 or 0.250" o ri 0.085" co, 0.093" 15-2339 N SCAL -IIIIL- PAGE AOESCRIMONt 000" 7.ANGLE RIP 2X7 ANI 20 ALT. 1" END ST21 1.5"x3"z0.093" ANGLE 25 2"x3"x0.125" ANGLE 39 SCALE.HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE G� SCALE HALF SIZE -vS5 1\1 AI PEW66919O,P ARDE. ANY ANCHOR PER ANCHOR EDGE SCHEDULE @ 18"O.C. EXISTING DIST. :;n!5 GLAZING SEE END STRIFCQSCHEDULE FOR Mrv�i No E00 (6 LEG D RECITON EMBED 20A 0B,H4 b eFfRtOEN �, EMBED. 17 [y (INTERIOR) 17 N N t7 MAX. WITH 2 S ST TAR OR2§~Q••' ? O w.v !Y MIN.0.062"THICK 6063-T6 ALUM. % .�itwe 30 ANGLE 1'x 1'MIN.TO 2"x 5"MAX. 21 25 i iss+/ 4 EDGE c (ANGLE LEG MAY BE REVERSED) DIST. FASTEN ANGLE TO TRACK W/ I Oj 6 ANY ANCHOR PER ANCHOR (2)#10xl"SCREWS AT SCHEDULE @ 18"O.C. CORNER,TOP&BOTTOM;AND (I� Q LL o ATTACH TO 6.8 STARTER W/ oL m 13 13 13 13 #12%1/2"GALVANIZED OR S.S.SMS, #12%1/2"GALVANIZED OR Z 4a N 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 S.S.SMS 3/16°0 ALUM.POP uJ(jf 9 6.80"(TYP.) i ALTERNATE END STRIP DETAIL RIVET O(i 1/4-20 MACHINE ve4 w x®= USE(1)BRASS PUSH LOCK OR(I) MACHINE BOLT&NUT @ 18"O.C. BOLT✓ NUT @ 18"O.C. ?�tLL (EXTERIOR) 5/16-18 TxiUMO SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE m w a.w IN (3 AT 1/3 SPAN TO 2/3 SPAN SCALE.3"=1•-0" ANY TRACK W/ TYPICAL PLAN VIEW FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. p w ry HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF SPAN SCALE 3"=V-0•' 1"HEIGHT. 1"BID(2,T) 62 108' ® 72lz 00" 4 82 94" m USE(1)BRASS PUSH LOCK 2 00 OR(1)5/16-18 THUMB 132 75" SCREW I 0 THREADED LOCKING DETA[l5 FOR 2•Bf0(3.7� 62 95" SEE END STRIP ,A INSERT 37 AT t/3 SPAN CENTER MATES ® 72 BB" WAY y TO 2/3 AN FROM SHOWN ON RANDOM 82 83" 21V SPAN WHEN USING RECEIVING HOLE SHALL BE 13cc ® 72 79' o OE--0Ob6R'4B, m 3/8"MAX WIDTH. UP TO o 8 1/4" OR 6.8 STARTER rna 1•'HEIGHT 30 ALT.l'BIO 62 1102" 8"R~5 MAX WITH 21 OR 25. O R (2.7•) 72 B 95" Z m G I zo 2 81" 40 40 USE APPROPRIATE ` 132 75 STARTER STRIP TO < E ....._ ._ ._. .. _. ..... .. 1.6"x3" 45 93" 40 20 PROVIDE CLOSURE rt-1-11--211 - L 13 x0.093" 5� 87'; FOR �, g rn w 80 81" BUILDING CONDITIONS. '" g m 23 2t 64 78' po FASTEN STARTER STRIP (INSIDE) 73 73,• TO TRACK W/(2)N10x1" AI v 2•x3' 46 139" SCREWS AT CORNER,TOP x0.12s• 2 1 9" ALTERNATE END STRIP DETAIL &BOTTOM T AF 123" ANY TRACK W/SCREW 13 QOw zs 118" SCALE 3"=1'-0" BOSSES. m64 n F - 70 111" Y w i 73 08.. SILL a FOR GREATER SPANS OR LOADS THAN r, _ W SHOWN IN END STRIP SCHEDULE,END U) STRIPS REQUIRE A 1'x1'.090•CLIP ANGLE F- (n MID SPAN USING ANY ANCHOR ON THE EXISTING GLASS ::D Z ANCHOR SCHEDULE&1140/4'TEK & i v 13 SCREW OR 1/4-20 BOLT 70 END STRIP. Q S a USE(1)BRASS PUSH LOCK 30 ¢ OREf1()15B16A58 PUSH LOCK (INSIDE) r` OR f11 5/16-18 THUMB 13 Qa SCREW I 0 THREAU. r SCREW I 0 THRE ADE D 3U °d INSERT 37 AT t/3 SPAN SILL ugi INSERT'VAT AT 1/3 SPAN Zaa l/ g 9F TO 2/3 STAN FROM g,,, TO 2/3 AN FROM BOTTOM OF SHUTTER. (OUTSIDE) BOTTOM OF SHUTTERL/� ' RECEIVING HOLE SHALL BE & 5 3/8"MAX WIDTH,UP T23 ! 1"HEIGHT CC1 TYPICAL OUTSIDE CORNER CLOSURE ,' e •• DETAILS WO/CORNER POST 5 3051 e NTS 13 30 MPiRx HTFRk(LBEMUR00P.E 13 31 215 \.@(23 (OUTSIDE) 15-2339 SILL USE(t)BOX LOCK AT 1/3 PAGE PAGE DESCRIPTION - SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER - - TYPICAL INSIDE CORNER CLOSURE CC2Qa MULTIPLE SHUTTER ASSEMBLY P�9 O DETAILS WO/CORNER POST 5 dr NTS =an a SCALE 3"=l'-O" iii' fes-'fti I I FRANK L BENNARDO,P.E. Cl REFERENCE OI ON TYPE REANCHOR EXISTING HOST SCHEDULE FOR MAX STRUCTURE SPACING Cl CONNECTION TYPE 1/4-20 MACHINE BOLT REFERENCE ANCHOR F I 1/2" W/NUT(°1 12"0 C OR p SCHEDULE FOR MAX. ® #14 SMS @ 6"0 C _1} SPACING r112" (TYP.TOP 8 BOTTOM) 2 FASTENERS ALUM. TUBE / \ ��O•'• 6T O~ 6063 TS ALLOY EACH ANGLE SEE TABLE A FOR SIZE. I N 5 OR 00 8OR 6 w j is 1"z 2"x 1/8" yI I ALTERNATE THRU BOLT o 7 /// �4, x OR 2'x 2"x 1/8" 1'. Cl CONNECTION TYPE w �I � n ALUM.ANGLE _ —,y, REFERENCE ANCHOR FUN GLASS w01: ` LL }}II SCHEDULE FOR MAX. SEPARATION 13 F 0 u zZo 13 I I PER TABLE 2 u IA W oL 0] p (ty THREE 3/16"B ALUM ° i 1" i., SPACING =waJ WW ON9 �wu POP RIVETS OR I1 I GLASS tttt vI w a m THREE#12 SMS,TYP. ° 17 OR DOOR 3/16"0 ALUM.POP u ¢_¢ N a'dxw 17 RIVET OR#12 SMS qCj�� fir OW TABLE A(cm) @ 1B"O C (TYP i \ ..�-- 1 ----.•� eRVq � (5�OR a6 0R w PRESSURE V5 ALLOWABLE LENGTH i w F� 1\ Ofi'R bSI J MAY USE MALE OR — L'1 U �r! ZN2"xle" 350"x18" o o PSF No B/ No 131 FEMALE LOCK-SLAT n 52 130' 188 13 ALTERNATE THRU BOLT I 1/4"MAX FROM PIN CS CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING 72 124" 179' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR �f—." WASHER(TYP) m u g S 82 119' 172" NTS SCHEDULE FOR MAX SCHEDULE FOR MAX I '' 19 w=8 92 114' 165" SPACINGpibK xo m 102 110• 16Tj ANGLE TO TUBE CONNECTION rn a `�6 m �OcaOom 120 104" 147' TABLE B�a4� EXISTING HOST EMBED 6063�T6 ALUM TUBE Z m 150 97' 131• STRUCTURE 2 114' PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE 88" a 2"x2'x1//8° 3'SCi'k1l!8" EDGE DISTANCE REFERENCE ANCHOR PSF WITH 0j0 WITH B/0 SPACING SCHEDULE FOR MAX 62 113" 166' \,•••x' O �> $ 72 Lor IST, FASTENER(°118"O C Cb ALTERNATE BUILD OUT MOUNT SECTION o g (USE ANY ANCHOR SHOWN a v 3"=1'-0" 82 101" 14T IN ANCHOR SCHEDULE) SCALE m 92 95" 139" m o 102 90" 132' 120 03• 122° 150 '74' 109" w w M1 200 64• yq• F J m n m 2"x2"% _ F =o0 3/16 RIVET OR#12 SMS 090"6063-T6 NUN GLASS 73 7 YI"'O (°1 18"0 C. OR 1/4-20 17 ALUM TUBE TYP <E PER TAATION BLE - O N w @oi °B�^+� l o NUTBBOLT ITYPI -' 3/16"0 ALUM POP baa GLASS 2 X p ALUM. TUBE RIVET OR#12 SMS �� 0QQ eg (0118"0.0 IT gwa OR DOOR £ pay„ gg 4A 6063-T6 ALLOY w a ' SEE TABLE B FOR SIZE. 2"x S"x 1/B" w 2 FASTENERS x CONTINUOUS EACH ANGLE •ALUMINUM ANGLE ° u 1"x 2"x 093"6063-T6 OPTIONAL ANGLE INSIDE 3 16 s@q THREE 3/16"0 ALUM @ ALUM.ANGLE,TYP. 17 ORIENTATION TYP. 17 0 6 • o POP RIVETS OR ,A 17 THREE#12 SMS,TYP W EO O - 0 1••x 2"x 1/8" - - - 4 CONNECTION TYPE s ^e C OR 2"x 2"x 1/8" DGE DIST REFERENCE ANCHOR €j 13 ALUM ANGLE SCHEDULE FOR MAX �s R B 8 e USE MALE OR FEMALE SPACING CCFMMffFRWLEMV=P.E LOCK-SLAT EXISTING CONCRETE, 15-2339 13 13 BLOCK OR WOOD FRAMING (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAal! A°E°eseRIPnONI #12 x 1/2"GALVANIZED SCALE.3"-V-0" _ OR S S SMS,3/16"0 ALUM -TYPICAL-CORNER-CLOSURE- DETAILS- PDP RIVET.-OR-1/4=2o SIDE CLOSURE OPTIONS NTS MACHINE BOLT &NUT SCALE 3"=1'-0" - - ' [aT 18"O.0 FRANK L BENNAMP,P.E. A P OO4I 549 C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING Z SCHEDULE FOR MAX STRUCTURE �� o> SPACING tU.LA' Yry•.- OO ¢ S"MAX. P,• ''('.�Q� GLASS o: GLASS w Cl CONNECTION TYPE 1/4-20 MACHINE BOl`f Q-, Q OR DOOR w 0 m OR DOOR w w REFERENCE ANCHOR 19 W/NUT(al 12"0 C Oj2(4: No r y> r w>> SCHEDULE FOR MAX. #14 SMS(al 6"OIC-.} j¢Z~ r y w w SPACING 1/2•• (TYP TOP 8 BOTTa MIN 73 y y Vai w+ GLASS A 2 N m /2" W M 1/4"-20 THRU BOLT W/ GLASS Q m #14 x 1/2"SMS(ul 12"O.0 EPPERTION X Z Z la- w r i • T� R1 LOCK NUT 12"O.C.OR EPARATIO H w Q OR 3/16"0 ALUM POP E Q"� < y 5)O R�OR PER r F- TABLE 2 -�O a O - /-� 12 x 1/2"SMS Cnl 12"0 C E.S. o r RIVETS @ 6"O C. OR 1/4"0 E y w p OR OR 3/16"0 ALUM POP TABLE 2 w O ALUM POP RIVETS Cal 12"0 C Q „ RIVETS Cot 6"O.0 E.S &WA I / a R 1/4"0 ALUM POP RIVETS / 11 AND 3O Ll r w g (al 12"O.0 E.S. ASSEMBLY 1/4"MAX FROM PIN SEPPARATIION 13 r 7 j v 0 m S .FROM PIN GUIDE TO BUSHINGTABLE Z^ L 1/2"TYP PER 2 r a� 06 O9 AND 10 BUSHING W WASHER(TYP) O I UI I WW MN 9 6w ASSEMBLY (TYP I GLASS N r Z u m 0'�W ®z / 1EXISTING CONCRETE, W 3 CONNECTION TYPE OR DOOR Z o Z F 3 wBLOCK OR W000 FRAMINGa w¢Q N W 4sw EDGE REFERENCE ANCHOAR O ¢ m SCHEDULE FOR MAEUa/ EFERENCETANCHORION E DIST SPACING y �pQ / CHEDULE FOR MAX PACING AS SHOWN 1/.�.. 3 CONNECTION TYPE IN DIAGRAM ON PG 9 8 fiORG REFERENCE ANCHOR EXISTING CONCRETE,J SCHEDULE FOR MAX BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN SPACINGALT.FASTENER - GUIDE TO BUSHING Cl CONNE� LOCATION FRONT AND REFERENWASHER(TYP1/4"MAX FROM BACK ANCHORS NONRED'D B INSIDE MOUNT SECTION SCHEDUL19 o PIN GUID BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR y rn ' (TVP 1 A SCALE 3"=1'-0" SCHEDULE FOR MAX MEN p n EXISTING CONCRETE, SPACING po.E a / BLOCK OR WOOD FRAMI EMBED' z. CD BUILD OUT MOUNT SECTION a ' / TYP BOTTOM EXISTING CONCRETE, SCALE:3-=1'-0" y { 6 BLOCK OR WOOD FRAMING � o R 6 EXISTING Q NOTE,FOR DETAILS A.B,D,AND E ON THIS SHEET, EDGE DIST 4 CONNECTION TYPE EMBED STRUCTURE THE BASE TRACK MAY BE INSTALLED IN SECTIONS o REFERENCE ANCHOR 5 CONNECTION TYPE IWITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. REFERENCE ANCHOR A MINIMUM OF TWO SETS OF ANCHORS AND IS A m ED E SPACING SCHEDULE FOR MAX L MINIMUM OF 12"LONG THE SILLOR CEILING TRACK w 5 6 SPACING h USED WITH THE BASE TRACK MUST BE CONTINUOUS ��..,, n OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2" "'R( wr w � y o rw w o LL GLASS r w o: 33 qq w OR DOOR GLASS 13 j .w w w w Ir-� o �� �m #12 x 1/2"SMS Cal 12 EPARATIO i Z u-I r w p I 2 0 e - wwrw O.0 OR 3/16'O ALUM PER In pyQ IIII 13 1- 1: e{ 899 r ]7 POP RIVETS Cal 6'O.0 TABLE X OZr GLASS OR 4MR GLA IIZv"' " r y N W OR 1/4"0 ALUM POP a p Q DOOR R IN y o In Q 13 =2 I� RIVETS Cal 12"OC F PER TABLE XZOzr (I g MN GLASS y r Z m a J¢Q m SEPARATION p O y a E Oa PER TABLE 2 X j a 4 r O7 AND OB 1/4"MAX.FROM PIN "m s 1/4-20 S S MACHINE Q O Q ¢ R E a ASSEMBLY 1/2" GUIDE TO BUSHING j, SCREW&NUT(al uy 1/2" TYP. WASHER ITYP) r It 12"O C GLASS G m _ w y 1/4"MAX.FROM PIN ^� OR DOOR 1/4"MAX.FROM PIN m GUIDE TO BUSHING a. W 4 CONNECTION TYPE O 1/2" X GUIDE TO BUSHING O WASHER(TYP) NMI �E B It E WASHER(TYP I EDGE REFERENCE ANCHOR WPtftGIRFl41d(LeBdiARDO Pa a 5 6 EXISTING CONCRETE, DIST SCHEDULE FOR MAX ry E �' BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR i OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX, SdLE1 - - • 3 CONNECTION TYPE #12 x 1/2"SMS 12" SCHEDULE FOR MAX SPACING PAOEDESCNIPRONI x 3"x 1/4"CONT Ca SPACING ALT FASTENER 063-T6 3" ALUM ANGLE REFERENCE ANCHOR O C OR 3/16"0 ALUM LOCATION.FRONT AND EXISTING CONCRETE, AY BE REVERSED 0 SCHEDULE FOR MAX POP RIVETS Cal 6"0 C BACK ANCHORS NOT REO'D BLOCK OR WOOD FRAMING SPACING ar S SHOWN DASHED) OR 1/4"0 ALUM POP WITH THIS LOCATION -- - "--- - - �9 RIVETS @ 12"0 C. CEILING / INSIDE MOUNT SECTION WALL BUILD OUT O WALL MOUNT SECTION O F / � D SCALE 3"=1'-0'• SCALE 3"=1•-o•• SECTION O SCALE.3"=1'-0" MNK L BENNAADO,P.E. MN GLASS w 1111 p�g�gg GLASS SEPARATION z J OR DOOR PER TABLE 2 13 o w0= ' GLASS OR � �• U �+�� Fu0 DOOR �' NOP 004 65 Qz =7F; =w Q DOORS OR MN GLASS SEPARATION /� - Q N 0: MN GLASS w PER TABLE 2 p lJ P N F F SEPARATION m FTA �•q'Val 8 L l7 r PER TABLE 2 <O u m • J 7 r VIS~ w jl�l/ ." `� Ul m @— N zoo N Foo lnn �Q>Us�u�< Q D::A 13 zoo OIL K<m J 1/2" 1 L J°z Cl CONNECTION TYPE X °L {= N = 1/4"MAX FROM PIN GUIDE 28 va REFERENCE ANCHOR Joa Ww 0, �z� TO BUSHING WASHER(TYP.) Q Ip SCHEDULE FOR MAX SPACING Q w 0 TWO 1/4"0 WOOD .250" In Lu Z LAG SCREWS @ 24" C4 CONNECTION TYPE .250' 0w O.C.MAX WITH 2" REFERENCE ANCHOR I' ID O m THREADED PENETRATION .+ "T"INTO CENTER OF 2X STUDS w SCHEDULE FOR MAX. /m SPACING /tw7 N i' 18a 18b EMB "T' #14 SMS @ MIDSPAN BETWEEN /w STUDS FOR TRACK TO 1"x 4" / r. PLYWOOD& TUBE CONNECTION EXISTING HOST STRUCTURE In STUCCO FINISH 1"x 4"x 125" 74' 6063-T6 ALUM TUBE vt m '_^ N DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING SCA -l'--O" K p O WALL MOUNT SECTION THIS DETAIL MAY ya M a G SCALE 3"=1'-0" ALSO BE USED 3S AT TOP U mACCORDION SHUTTER PER PRODUCE APPROVAL I- o —GLASS F e m ' HN GLASS : y SEPARATION OR DOOR 19 Z) N M PER TABLE = EXISTING WOOD IG=042) R APPLICABLE AT TOP z N Z TRUSS OR RAFTER AND OR BOTTOM Q d X Q @ 24"MAX.0 C 1-1/2'1-1/2' l l 2"OR 3" 1 (A F I,) EXISTING FINISH I I MATERIAL : n 1/2"MIN. S 6 1/4"MAX FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 Ii 'I ii w m O O - TO BUSHING WASHER(TYP 1 o /J ALUM ANGLE W/ THREE ' 2"x 3"x y"x CONTINUOUS OR 2.175" 3 t6 1/4"TILE(TYP) 1/4"0 WOOD LAG �' :, i I w p LL1" FINISH MATERIAL SCREWS WITH 2-3/4" I [E'� 2"x 2"x Ye"x CONTINUOUS 8 6061-T6 ALUMINUM ANGLE MINIMUM THREADED n : 3/4"PLYWOOD PENETR "T" IN WOOD @ 5 6 0.9"MIN.THICK 6061-T6 ALUM TRACK X --7/4"0 A325 GRADE THRU BOLT @ 7"O C EACH RAFTER OF TRUSS, w FASTENED TO ANGLE WITH 1/4-20 E OR 5/16"0 A325 GRADE THRU BOLT @ 12"0 C 24"O.C.MAX WHERE t m ANGLE FASTENED TO MACHINE SCREWS AT 3"FROM ENDS GALV OR SS ANGLE EXTENDS BEYOND EXISTING 3 KSI CONCRETE AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN s@ HOST STRUCTURE WITH En D �— 1/4"0 ELCO UL TRAC ON TO CONCRETE/CMU 6". EXTEND ANGLE TO Yq"0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"0 C.W/1-1/4"MIN EMB w w r a +Y 3"FROM ENDS AND 4"O.C. 2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW @ 9"O.C.W/1-1/8" NEXT TRUSS. B FOR BALANCE WITH 11/14" MIN EMB 1N WOOD SG=O 42 TO 0 55 :- °r. MIN EMBEDMENT AND 2Yi" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING CONCRETE, 13 x=Z,_-, MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR C0FMG9TFPAWL8DNV OPE STAGGERED WITH 3"MIN, MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING SEE 2"x 5"x 1/8"CONT. X w¢Q F- 15-2339 SPACING,TYP. - f 52 P.S.F. ANCHOR SCHED. ALUM.ANGLE(6063-T6) f J°a. BASED ON TYPE OF v/ 6CALM HO BUILDOUT MOUNT STRUCTURE Q PAGBDE.SCAIPRGM( SCALE NTS (MAX DESIGN LOAD x 7S2 P S F 1 PASS THRU DETAIL Hb =r-o" O TRUSS MOUNT SECTION SCALE 3" ' SCALE:3"=1'-0" EXISTING HOST ALT.LEG DIRECTION 1 F2C&�S4q i;RDD,P.E. STRUCTURE EMBEDL POINTS SOLID SET ANCHORS IN CONCRETE OR HOLLOW BLOCK,,33(7/ MIN "MINIMUM •,.:• �/7//i/ 12"MIN FROM EDGE OF ACCORDION ROUND WINDOW EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE ' TOP OR BOTTOMI AX (2)6063-T6 ALUMINUM ANGLES PER BEAM END,SIZE o 6549 0 1/2" PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER - ' DESIGN SCHEDULE 10" 4� ,� ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ O EEDGE OF ACCORDION z z ' "`k 12"O.0 OR A34 x 3/4"SMS 6"O.C.SHUTTER BLADES S(3 i IN TYPICAL - 1/2MAX. K,y ', 3'MIN 3 16 m z EDGE z=F C9_ �Qm� io 2.875"0 HOLE TO RECEIVE DISTANCE �^ ZxL W)ti ( MIN.GLASS t3 z N 0 ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION O ®z MAXIMUM OF 3 WINDOWS GLASS OR p w W W 0'�tL w S"SW z PER EVERY OTHER BLADE DOOR O u U1 C a z V]Vy ow 3"MIN g 1 LIGHT-N-VIEW WINDOW Ego EDGE 1/2'MAX 8 N.T.S. EXTERIOR ELEV ko DISTANC vi 00 0 3 16 1/4"MAX.FROM PIN GUIDE - n z z TO BUSHING WASHER(TYP) M "pOF a 1/4-20 MACHINE BOLT W/NUT�d w N 1/2" ACCESS 12"O.0 OR S14 x 3/4'SMS 6.O.C. F7�E'CE�OVE HOLE TOSPAN TUBE PER ROUND EMBED. DESIGN SCHEDULE R� WINDOW ASSEMBLY 1/2" (2)6063-T6 ALUMINUM N p -[MAX. ANGLES PER BEAM END,SIZE c a<O n EXISTING 1 PER SPAN TUBE SCHEDULE f6Z HOST 1/4'0 THRU BOLTS SEE BEAM zm€m 3 STRUCTURE SCHEDULE FOR REQUIRED NUMBERS C 1 d 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/B'MIN EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM r SPACING,AND 3"MINIMUM EDGE DISTAPICE j 0.125" 0.125' 0.032" 0.032" MAX.DESIGN LOAD=t 72 PSF 3 SPAN TUBE SECTION 0.196" / \\\ 8 N.T.S. VERT SECTION E 4So \ F SPAN TUBE SCHEDULE / \1 I ALLOWABLE TUBE NUMBER OF ANCHORSPER BER OF MINILENGTH LE d TUBE SHUTTERI SPAN THRU•BOLTS ANGLE LENGTH _ ROUND SIZE SPAN m 0tttt g + F g WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM a k 5 in a ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE o A pgY ` e M 60" 123.8" 135.7 2 2 2 3 4" 7" VA 0 125' 96" 101.7" 100.9• 2 2 3 3 7' 7' l����� 123" 89.9' 9444" 2 2 3 3 7- 7' 9l \ 2.18560' 129.1" 157.0" 2 2 2 3 4" 7' 0.125•' _ 96' 114.8' 124.1• 2 2 3 J 7' 7' 123' 102.8' 109.6' 2 2 4 4 10• 10• 196.9" 02.875" \ 0.188" ( 2.18.1 96" 122.T 155,7" 2 2 3 4 7' 10' 'h 03.250" 0.125' 123' 115.4" 137.5" 2 3 4 5 10' 13" d eY, 60• 158.1" 240.0" _ 2 2 _3 a. r 10" �Y��� �y9j 0.1875' 96' 140.6' 229.9' 2 3 4 6 10' _16" ®R LIGHT-N-VIEW WINDOW 123" 1322 203.1' 3 4 5 7 13' 19' \ / SPAN TUBE SCHEDULE NOTES: C9PO4GMFIUNKL BBPUADOP.E 29 N.T.S. SABIC PLASTICS SLx1431T-UL-94HB - x x R x x 4"ANGLES FOR 2"xS"&2"x6'BEAMS. 15-2339 2. USE 2"x5"x1/4"ANGLES FOR 2"x8"&2"x10"BEAMS. 6CALE: g 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESCRIPTION: 'S 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. _ S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND ! 2 BLADE W/ ROUND WINDOW - - -BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, a ANCHORSANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE APlD BELOW THE BEAM. O Q 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. FRANK L BENNARDO,P.E. ANCHOR SCHEDULE: CONCRETE rI PE0046549 2.5"MIN EDGE DISTANCE \� ` + G Spans Up To 6'-C" Spans Up To 8'-3" Spans Up To 12'-0" P-\••' __ x LOAD CONN TYPE CONN TYPE CONN TYPE _ ANCHOR (Pd) Cl C2 C3 C4 CS Cl C2 C3 C4 I CS Cl C2 I C3 C4 I C5 �r ND PE004 O 1/4"I1W TAPCON OR ELCO 43 16.0"16.0"15.0"16.0"16.0"16.0"16.0 9.0 13.0"16.0 16.0" 9.S" S.5" 8.5" 14.5" _*: , ULTRACON WITH 1.3/4" 53 16.0"16.0"10.5"14.5"116.0'-16.0"12.0" 7.0 10.5"16.0 15.0" 7.5" 4.5" 7.5" 10.5' -•O * N EMBED(3192ps1 MIN CONC) 62 16.0"16.0" 8.5" 12.5"16,0"16.0" 9.5" 5.5" 8.5"115.0"115.0" 7.5" 4.5" 7.5" SO.S' x1 Z Qi"t x 70 16.0"13.0" 7.0" 11.0"16.0"15.5" 8.0" S.0" 7.5" 11.5"15.0" 7.5" 4.5" 7.5" 10.5" 7 / 8 COMBINAT101Q,��•. STATEO e: sex 100 15.0" 7.5" 4,5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5' 2 x S ITYP) 9 / 10 COMBINATION�S'.,F(ORID "J S�vU•i m 1/4"MILLENIUM MILLFAST 43 16.0"16.0"15.0"16.0"16.0"16.0"16.0" 9.0" 33.5"16.0"16.0" 8.5" 5.5" 9.0" 13.5' j� s LL MIN CONCRETE) 62 (3275ps1 62 16.0"15.0" 8.5" 13.0"16.0"16.0" 8.5" 5.5" 9.0" 13.5"13.5" 7.0" 4,5" 7.5" 9.5" o '///CONAL IIIIIi ; � 70 16.0'•12.0" 7.0" 11.0"16.0'•14.0" 7.0" 4.5" 8.0" 10.5"13,5" 7.0" 4.5" 7.5" 9.5" O LL 100 13.5" 7.0" 4.5" 7.5" 9.5" 13.S" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.S•' 7.5" 9.5" -7��k �t m ? 1/4"ELCO CRETEFLEX SS4 43 16.0 16.01::16.0"116.0"16.0•'U�6.0;;16.0"13.5"16.0"16.0"16.0"12.5" 8.0" 13.0"16.0" L'` �"O �y IGf 1 x S ITYP.) 2 x S ITYP.) wW N W/2°EMBED(3350ps1 MIN 53 16.0"16.016.0•'16.0"16.0" 16.0"10.D"15.5"16.0"16,0"10.0" 6.5" 11.0"14.0" �•I ®_ CONC) 62 16.0"16.012.5"16.0"16.0" 12.5" 8.0" 13.0"16.0"16.0"10.0" 6.5" 11.0"14.07016.0"16.010.5"16,0"16.0" 10.5" 7.0" 11.5"15.0"16.0"10.0" 6.5" 11.0"14.0" N W100 160"100 65" 11.0"14,0" 10.0" 6.5" 11.0 14.0 16.0"10.0" 6.5" 11.0"14.0' C) ui 3 I"MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING. .-I� Cl I C2 C3 C4 Cs Cl C2 C3 Ca I CS Cl C2 c3 C4 C5 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON 00.ELCO 43 16.0"16,0" 7.5" 8.0" 16.0"16.0"16.0" 5.0" 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0" _ C2 CONNECTION TYPE USING PIECE QD WITH OUTSIDE In ULTRACON WITH 1-3/4" 53 16.0"16.0" 5.S' 6.5" 16.0"16.0"12.0" 4.5" 16.0"14.5" 7.5" SO.D" ANCHORS ONLY EMBED(3192psl MIN CONC) 62 16.0"15.5'14.5" S.5" 16.0"16.0" 9.0" 4.0" 14.5"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE O WITH mi 70 16.0"12.5' 4.0 5.0" 16.0"15.0" 7.5" 11.0"14.5" 7.5 10.0" OUTSIDE ANCHORS ONLY LL 100 14.S" 7.5' 10.0"14.5" 7.5" 10.0"14.5" 1J4"MILLENIUM MILLFAST 43 16.0"16.0"11.0"13.5"16.0"16.0"13.0" 6.5 9.5" WITH 1-3/4°EMBED(3275ps1_53 16.0"16_D" 8.0" 11.0"16.0"16.0" 9.0" 5.0" 7.5" 16.0"10.5" 5_S" S.5" 7.5 ANCHOR NOTES: MIN CONCRETE 2 1 .0 F- o 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 70 16.0" 9.5" 5.5" 8.0 16.0"11.S" 5.S" 5.5" 8.5 10.5 S.5" 5.5 7.5 ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE �' o n 100 10.5 5.5 5.5 7.5" 10.5" S.5" I.W. 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). p� 1-1/4"MIN EDGE DISTANCE 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, �.- 1/4"ALL-POINTS SOLID-SET Z m< OU ANCHOR W/7/8°EMBED& Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 9 1/4-20 SS MACHINE SCREW 43 16.0 16.0" 8.5 10.5116.0"16.0"12.0" 5.5" 7.5" 16.0 12.5" 6.5 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER p 5 (3000psi MIN CONC) 53 16.0"15.0 6.5 6.0 16.0 16.0 8.5 4.0 6.0 15.5 10.0" 5.0 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN, {'�� �i E 62 16.0"11.0 5.0" 7.0"116.0"12.5" 6.5" 3.5" 5.0" 10.0"10.0•' 5.0" 4.0•' 7,0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5; "' S •� 70 16.0" 9.0" 4.5" 6.0" 16.0"10.5" 5.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0" ". c g $ lOD 10.0" S.D" 4.0 7.0 10.0 5.0 4.D" 7.0" 10.0 S.0" 4.0 7.0 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE Q o a BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER a 2 1/4•ALL-POINTS SOLID-SEI 3"MIN EDGE DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE Z ANCHOR W/7/8'EMBED& CI C2 C3 C4 CS CS C2 C3 C4 CS Cl C2 C3 C4 CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 SS MACHINE SCREW 43 16.0 16.0 16.0 16.0 16.0 16,0"16.0 11.5"16.0 16,0 16,0"11.0" 7.0' 11.0"16.0" CONNECTION TYPE. (3000psi MIN CONC) 53 16.0 16.0 13.5 16.0 16.0 16.0"14.0 8.5 13.5 16.0 16.0 8.5" 5.5" 9.5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 16,0"16.0"10.5"16.0"16.0"16.0"11.0" 7.0" 11.0 16.0 16.0 B. S.5" 9.5' 12.0" ONLY. •� 70 16.0"15.0" 9.0" 14.0"16.0"16,0" 9.0" 6.0 10.0•13.0 16.0" 8.5" S.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED n_ 100 16:0" 8.5" r,S" 9.5"112.0-116.0"18.5' 5.5" 9.5 12.0"16.0" 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4'POWERS SS DROP-IN 2-5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 C4 CS CS C2 C3 C4 CS FINISHES. n 1"EMBED(3000pM MIN 43 16.0"16.0"14.0"16.0"16.0 16.0"14.0" 8.0" 12.5"16.0"14.0" 7.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS <..a a CONC) 53 16.0"16.0" 9.5 14,0" 16.0 9.5 6.0" 10.01'16.0"11.5" 6.0" 4.0 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADE%UATE WOOD FRAMING MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR @ LL •� 62 16.0"12.5" 7.5 12.0"16.0"14.5" 7.5" 5.0" 8.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0•' SIDE CLOSURE PIECES. 6 70 16.0 10.0" 6.5" 10.5 16.0 12.0'• 6.0" 4.D" 7:5" 9.0" 11.5" 6.0" 4.0•' 7.0 8.0" " 100 11.5 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0 8.0" 11.5" 6.0" 4.0" 7'.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 3-1/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4" �' @ 1/4'POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING LAG SCREWS SHALL W/1/4-20 55 BOLT AND Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1"EMBED(3000ps1 MIN 43 16.0 16.0 1S.0 16.0"16:0 16.0"14.5" 9.0 13.5 16.0 15.0 7.5" 5.0" 9.0" 12.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN s{{ CONC) 53 16.0"16.D"10.5 15.0"16.0"16,0"10.0'• 6.5 10.5"16.0"12.0 6.0" 4.0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER •� 62 16.0"13.0 8.0" 12.5"16.0"15.0" 8.0" 5.0" 9.0" 12.0"12.0 6.0 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. d 4 70 16.0 10.5 7.0 11,0"16.0"12.5" 6.5" 4.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 100 12.0" 6.0" 4.0 7.5 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 6.5" '� E kg I 2°MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, x12 SMS W/2'EYEWALL C3 C2 C3 C4 116.0" C3 C2 C3 C4 CS Cl C2 C3 C4 CS NUT OR WASHER WINGNUT. OOPYPobil' LOeNNW RE ARMOR INSERT W/2"EMBED 43 16.0"16.0'•11.5"14.0" 16.0"16.0" 7.5" 10.0"16.0"16.0" 9.0'• 4.5" 6.5" 13.5" 11, MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 (2000psI MIN CONC) 53 16.0"16.0" B.S" 11.0" 160"11.5" 5.5" 8.0" 16.0"14.0" 7.0" 3.S' 5.5' 10.0" _ 62 16.0"15.0" 7.0" 9.5" 16.0" 9.0" 4,5" 6.5" 14.0"14.0" 7.0" 3.5" 5.5" 10.0" 1L WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TODRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PAGE70 16.0"12.0" 6,0 8.0" 14.5" 7.5" 4.0" 6.0'• 10.5"14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 100 14,0 7.0 3.5" 5.5" 14.0" 7.0" 3.5" S.5"_10.0"14.0"_7,0" 3.S" 5.5"2 SMS W/2.75"EYEWALL4316.016.0"Ifi.O"16.0" 16.0"16.0 10.0"14.0"16.0"16.0"11.5" 6.0" 9.5" 16.0"ARMOR INSERT W/2.5" 53 16.0"16.0 12.0"16.0". 16.0•'1S.O" 7.5 11.0"16.0"1L 9.0" 5.0" 8.013.0D99EMBED(2000ps1 MIN CONC) 62 16.0"16,0" 9.5" 13.5" 16.0"11.5" 6.5" 9.5" 16.0"16.0" 9.0" 5.0" B.0" 13.0" 70 16.0"16,0" 8.0" 11.5" 16.0" 9.5" S.5" 8.5" 14.0"16.0" 9.0" 5.0" 8.0" 13.0" 100 16.0" 9.0" S.D" 8.0" 13.0"16.0"19.0"15.0"18.0" 13.0"16.0" 9.0" 5.0" 6.0" 13.0" ,i m EEIRMImmmm®Immmmmmm 1-3/4'EMBED(2899pM MIN CONC) 0�����Q�. m1r7I1E �����®��m��cx�r� •; ® mo®®mEi41YFia]Y • ®®® Immmmm®m��m®Q���m����mm ��mm ��mm • .'r •. 00000000®00000®mmmmmmmmmmmmm0mm ". iF#7mm®®0000®mmmm��m®mm®00000®mmmmm�®®®m rr D0m0000m0000m® 000©0000©00000 � . •mmm��m®00�®0®%////0®mm®mmmm�mmm®000 � y ' m6°��0�m00000�0j/////,00mm�®mm��mm00�� ' mm[�®®m0®%//%i00�0%//%00�®➢m®®mmm®��m®m •'' ®' �� l mMU00EWm00%///%®��10 j�i.00Ef��[1�1�������®[�®� 00�%//%0000%/%0 00%////00 2-1/2'MIN EDGE DISTANCE ®E®am"w////% ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK FRANK 9ENNAR00,P.E. 1111111111 ■PE0046549 , 2"MIN EDGE DISTANCE .;�����,..• �� LOAD Spans UD To 6'-0" Spans UD To 8'-3" Spans Up To 12'-11" ` nQ"; lIC lP'La�Qy G CONN TYPE CONN TYPE CONN TYPE Q J� T { i ANCHOR (Psn Cl C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 I C3 C4 CS =* NO PS004654 412 SMS W/2"EYEWALL 416 0;3 O=gm . .5" 4,0' 7.0" " " 15 . 0ARMOR INSERT W/1-1/4" 53 6.0"10.5 5.0 6.0 3.5 5.0 EMBED 62 40 11.0 7. . 35" 5 �wp ?70 . 70" 3.5 3.5" S.0" 70 11.5' 6.0" 3.5 " " " 7.0" 3.5 3.5" 5.0" ,(N STA71F OF 3100 5 -.5. . 3. . ss' �ORIDA,,••' s ANCHOR SCHEDULE: WOOD (G=0.55) ;,ONA� EN o g , r rrrlllnul� ryryryW... o .x z 3/4"MIN EDGE DISTANCE Z n a G Spans Up To 6'-0" Spans UP To 8'-3" soaps Up To 12'-0" lJ�l °L Op11 tl3 ° o ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE Z o N 9 xm (Pd) Cl C2 C3 I C4 C5 Cl C2 C3 C4 ' CS Cl C2 C3 C4 CS W O, Lu ®_ 1/4"LAG SCREW WITH 1-3/4 43 16.0"116.0"111.5"12.5"16.0"116.0"116.0" 7.5" 9.0" 16.0"16.0"14.5" 4.5' 6.0" 16.0" l��� MIN THREAD PENETRATION 53 16.11"16.0" 8.5" 10.0"16.0"16.0"16,0" 6.0" 16.0"11.5" 4,0" 5.0" 16.0" 031 a z w 62 16.0"16.0"17.0" 8.5" 16.0"16.0"14.5'-K.0--=16.0"11.5" 4,0" 5.0" 36.0" o w �+ ft70 16.0"16.0" 6,0" 7.5" 16.0"16.0"12.5" 4,0" 5.5" 16.0"16.0"11.S" 4,0" 5.0" 16.0" %00 V) 0 100 16.0"1I.5" 4.0" 5.0" 16.0"16.0"11.5' 4.0" 5.0" 16,0"16,0"31.5" 4,0" 5.0" 16.0" 0 u^ 7/16°WOOD BUSHING WITH 43 16.0"16.0 8.0 10.0"16.0"15.5" 8.S" 4.5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0" n 1.13'MIN EMBED&1/4.20 53 16.0"10.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5" S.5" 11.0" 7.0" 3.5" 4.0" 5.0" N V SS MACHINE SCREW 62 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4,5" 3.0" 4.5" 7.0" 7.0" 3.5" 4.0" 1.1" I` 70 12.0" 6.0" 3.5" 5.5" 12.5' 7.5" 3.5" 4.11" 5.5 7.0" 3.5" 4.0"1 5.0" "1 p P�v�0a1UO1 100 7.0" 3.S" 4.0" 5.0" 7.0" 3.5 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" fi t14 SMS OR 414 WOOD 43 16.0"16.0"12.5E11.5"16.D" 16.0"16.0" 8.0" 10.0"16.0"16.0"I1.S' 5.0" 7.0" 36.0" S_ SCREW WITH 1-3/4°MIN 53 16.0"16.0" 9.0" 16.0"15.0" 6.0" 8.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" 8 THREAD PENETRATION 62 16.0"16.0" 7.5' 16.0"11.5" S.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0"70 16.0"16.0" 6.5" 16.0"10.0" 4,5" 6.0" 14.0"16.09.5 a.0" 5.5" 13.0"100 16.0" 9.5" 40" 16,0" 9.5" 4.0" 5.5 13.0 16.0" 9.5 4.0" 5.5" 13.0" p n ANCHOR SCHEDULE: WOOD (G=0.42) Cl 3/4"MIN EDGE DISTANCE 19 f w 1= o A G Spans U°To V-0" Spans Up To e'3" SDanS Up TO 12'11" R o LOAD CONN TYPE CONN TYPE CONN TYPE + 3 cT O ANCHOR g x �P� CS C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 c g 1/4°LAG SCREW WITH 1-3/4' 43 16.01-116.0"19.0" 10.0"16.0"16.0"16.0" 5.5" 7.0" 16.0 16.0;19.5:: 3.5 4.5 15.0" ^°°" MIN THREAD PENETRATION 53 16.0"16.0 6.5" 8,0" 16.0"16.0"112.5" 4.5" 5.5" 16.0"15.0"17.5 13.0" 4.0" 11.0" 6 n 62 16.0"16.0" 5.5" 6.5" 16.0"16.0"19.5" 3,5" 5.0" 15.0"15.0" 7.5"1 3.0" 4.0" 11.0" v, 70 16.0"13.5' 4.5" 6,0" 16.0"16.0" 8.0" 3.0" 4,0" 1 "15.0" 7.5" 3.0" 4.0" 11.0" 3 g o - a 100 i5.0" 7.5" 3.0" 4;0" i! 7.5 1.5 " 3.0" 4.0" 11.0"15.0" 414 SMS OR 414 WOOD 43 16.0"16.0" 8.5" 10.5"16.0"16.0 12.5" 5.5" 7.0" 16.0"13.0" p SCREW WITH 1-3/4°MIN 53 16.0"16.0" 6.5" 8,0" 16.0"16.0". 8.5" 4.0" 5.5" 16.0"10.5" 3 THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 1z63.sss33z.5" 45a..00D" 10.5 20 070 16.0 .5 4.56.0" 1iS.S..Soo 11.5 2.5 4.11" n N ti ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK qa 4"MIN EDGE DISTANCE Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" LOADCONN TYPE CONN TYPE CONN TYPE ro s ANCHOR (P� Cl C2 C3 1 04 1 CS Cl C2 C3 I C4 I CS Cl C2 I C3 I C4 I CS t R 5/16"ITW TAPCON XL W/ 43 16.0"116.0"116.0"116.0"116.0'-16.0"116.0"1S.0"116.0"16.0"16.0"15.0" 9.0"114.0"116.0" s¢@ 2-1/4"MIN.EMBED53 16.0"16.0"16.0"16.0"16.0"16.0'•16.0"11.0"116.0"16.0"16.0"12.0" 7.5" 12.01,16.0" 0- 62 16.0"16.0"14.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0"16.0"12.0" 7.5" 12.0"16.0" e e' =,.a _ 70 16.0"16.0"11.5"16.0 16.0 16.0"12.5" 8.0" 12.5"16.0' 16.0"12.0" 7.5" 12.0"16.0" g .r�'^" -,,::z� ,^,. 7.5" 12.0"56.0"16.0"12.F. 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0" q p 5/16"ELCO ULTRACONW/ "4&'43 16.0"16.0 ,10.5"14.0'16.0"16.0"10.5" 6.5" 9.5 16.0 11.0" 5.5" 6.5" 9.0" 6R 40 2-1/4"MIN.EMBED 53s 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5" 7.5" 13.5" 9,0" 6.5" WP(PIGRTFlW4(LBBQUAOO PE m 6 16.0"10.0" 6.0" 9.0' 16.0'11.0' 5.5" 6.5" 9.0" 9.0" 6.5" 15-2339 " .LO 15.0"I 8.0' 5.0" 8.0" 15.5" 9.5" 5.5" 7.0" 9.0 6.5" SCALE, - „loo 9.0" 5.5" 6.5" 9.0" 5.5" 6.5' 9.0 6.5" PAGE DESCR1PTIONs l�7 ,tw;",,"'•`� +' 2"MIN EDGE DISTANCE I Cl C2 I C3 I C4 I C5 Cl 1 C2 I C3 I C4 I C5 I Cl I C2 C3 C4 I CS - ' _43 16.0"16.0" 9.5" 31.5"16.0 16.0"14.0" 6.0" 8.0" 16.0"14,5" 7.5" 3.5" 5.5" 11.5" _ _ p�•� ARMOR INSERT W/2'EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.0" 9.5" 4.5" 6.5" 16.0"11.5" 6.0" 3.0" 4.5" 8.5" 62 16.0"13.0 5.5 7.5 16,0 14,5" 7.5" 3.5" 5.5" 12.0"11.5' 6.0" 3.0" 4.5" 8.5 ANCHOR NOTES:SEE SHEET 70 16.0"10.5" S.o" 6.5 16.0 12.5" 6.5" 3.0" 4.51119.," 11.5" 6.0" 3.0" 4.5" 8.5 9 FOR ANCHOR NOTES. 100 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.W' 4.5" 8.5"