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f # 'ug'. : BCIS Home ; Log In User Registration Hot Topic i Submit Surcharge Stats&Facts Publications ? FBC Staff ; BCIS Site Map i Links Search r7 Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail v FL# FL13757- 5 7 Application Type Revision Code Version 207'4 Application Status Approved Comments Archived Product Manufacturer �7town a�ndU=.nu®nCry IndustQLeS Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category S UMTI-9 Subcategory Accordron Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. -�. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Index 2.13df FL13757 R5 COI Index 3.Ddf FL13757 R5 COI Indep.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1.99a Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Eauiv Eauiv 2 odf FL13757 R5 Eauiv Eouiv 3 odf FL13757 R5 Eauiv Eouiv odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 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 R5 II Dwa.odf 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 FL13757 R5 AE Eval.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 1 5TZ' �6_8 Stream liwShutte, 3 Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R5 I1 Dwo 2.Ddf 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 FL13757 R5 AE Eval 2.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R5 II Dwo 3.1)df 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 R5 AE Eval 3.0f 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 Stat men ::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not senu electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1355.*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 iicensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under ` Chapter 455,F.S.,please'dick here. t Product Approval Accepts: Cs'i'ili(Ci?('�. Safe 6 STREAMLINE SHUTTER P.E. GENERALNOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ =�`� • �' 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING N0.46 CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND THE INTERNATIONAL BUILDING CODE TIBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC). THIS SYSTEM UNLIMITED WIDTH MEETS MISSILE LEVEL"D"AND IN LURES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. •. QQF,,A Q� SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 1 O aay�<y.Q>` 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 REOUT FLAMENTS'AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE TOPTRACfIi�� FLO TOA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330• >O w a 4, DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 C94 L m e w F D SAFETY FACTOR. Zwx 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W 3 U. ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL r �VIEW w m 3 ' CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. N rL a 3 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND y o w LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. uj tK 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE n w o .g DOCUMENTS lll•ACCORDANCE WITH THE GOVERNING.-CODE AND GOVERNING WIND VELOCITY. FOR �= a F WIIJD LOAL CALCULATIONS 1N ACCORDANCE WITH 6.SCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 ! H SHALL 3E USED. a, 8. THE 57STE:4DETAILED HEREIN IS GENERIC AND DC $:NOT PROVIDE INFORMATION FOR A SPECIFIC VSITE. 9. THESE DIS-A!LATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY i^ J':ED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODU l F aPRO''JAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O Q TM N k THESE 4^4P CF i HE FLORIDA ADMINISTRATIVE CODE. � �:YW�yN o d $ 10. THESE. PF:CVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE R `V'♦U�mA1��.fIL 33•• o CONTR:.CTQR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR O VERIFI`_S T-IAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM 1t �b a0 p THE S'iRU&UPAL SUBSTRATES DETAILED HEREIN. 1�.1 0.0 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ®� z-� m WHENDOCUTHE S. HURRICANE PROTECTION O 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. BOTTOM � � ' -- OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIdNED DATED AND � TRACK � E< SEALED BY.A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE L�i E w DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN vlEws c 5 9 INFORMATION: o TOWN&COUNTRY INDUSTRIES v FORT LAUDERDALE FL TYPICAL ACCORDION as MISSILE LEVEL D-ASTM E1886,E1996&E330 SHUTTER ELEVATION TAS 201,202&203 I o FLORIDA BUILDING CODE APPROVED 1 N.T.S. EXTERIOR ELEV ILt�1 14, K L EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: S 15. ALE BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM I2NSILESTP,FNGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALLS !JTTEALLO . NON-HVHZ.ESSENTIAL a �� 16. .ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX'0:D :.T CF.M DE OR SIDE CLOSURE. HVHZ FACILITIES � i?. TC A:`:D 30-- CM DETAILS MAYBE INTERCHANGED AS FIELD CONDITIONS REQUIRE, 4a� "C. f!_:•.) Rt.CKS MAY P.E REMOVABLE•AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER 0 `S 19: MOUN' ";G=XTRUSIO'S MAYBE BENT TO FORMA CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS u s<C c Y 20. Fits SHOWN INCLUDE POWDER COATING FINISH. a_30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE .9 21. ALL ST2EL_N CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE I 22. SHUTTER h'P.1'PE INSTALLED WITH UP TO(2 ADDITIONAL BLADES OF SLACK. '! 5 .•=t/tl'i L i.'.. 8!'1J5ED.ON ANCHOR$OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-114" 1-518" 2-3/B" 1-518" a$ 99" 3-1/2" 1-7/8" 3-518" 1-7/B" � 120 4-1/B". 2" 4-1/4„ 2. - 8,: _ TABLE 1 NOTES: (n .'d T� 1. DESIGN PRESSURES SHOWN IN"ACCORDION 1'N QH '`I•'TER taa^ as/B" z^ 5.. z° SHUTTER SPAN SCHEDULE"ABOVE ARE aI >E - F•`' V'- MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: g E SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. AT EACH RESPECTIVE SHUTTER SPAN. WPIAS�R FRML86vwA00PE 2. LINEAR INTERPOLATION BETWEEN SHUTTER 2. NUN-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY r^C3:?I';E' I NEGATIVE PLUKIUA.' 15-2339 DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND Pr `--- N ; _• sslm� I BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE: - - �RESSUR[•' j DESIGN PRESSURES FOR THE NEM HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESCMPTION:I ':P3F1 PSp SPAN SHALL BE USED. 4. INSTALLATIONS 1N WIND ZONES I THROUGH A OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30' ----� 70 �� ABOVE GRADE. 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE rill .53 - - 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTI4 42 aD !"r E1996-09. . 131 HYEC F�54Y//I RSO,P.E. PR03ECTION VARIES 2.874" 4.874"MAX. "(' 0.062" 0.450" y 0.080" = z o n 0.125" 1.708" 0.100" 1,830" 0.062" r'• `*^ �•h ry 1.708" 0.100" ^� -i- �. 0.080" 0,063" 0.195" 0.195" .�0_.,096� 0.060" 0.070" ry 0.060" 2.820" 3 TE s0.060.125" __-N 0.630" `t 0,630" 0.062"ti 1.993"� 1.4081� N 20.062' „ -1- i qk.069"j " 0096" S 0.530" --I 0.630° ----�--� ""� ,-}_.+ .i..•" .059-} 0.971" {•0.971"} O.IM13" //// "•" 0�'m i _E0 . I 00601, 1. 70" 0.630" `D 11� 1 � X 0 . If 0.062 LO.ZOO�i #-1.069"-� 0.052"�00` 0.0G 0.6300.06'�N 0.062 "• /j3 L��L�a lJ o f SUPPORT LEG OPTIONAL i .200 #-1,069"•y 0.062" 0` Z Ah5.745"MAX. 062' w 3 m 5.745"MAX. N W 1 3 S nWAt`L'" Q BUILD OUT WALL �3 STREAMLINE CEILING TRACK 4 STREAMLINE WALL TRACK 5 HEAVY HEADER/SILL- 6 LITE HEADER/SILL � S,CALE,-HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE 1SPAL"ELHALFSIZE'"",R,, SCALE:HALF SIZE •+0 a _ WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL b ON ALL EXTRUSIONS 0.874"}- �`�"2.655" 0.875" 2.195" I 0.510" 2.195" 1.230 r ur' d 11 0.060" 1.229" 0.105' d vmd -•2.655"��•'�� �-0n _. 10.105•_in�n � j uu(D ��•67Y0 � " BOQ4" I-.^.•.�.r-� 13 ama'Euo1 n 0.7 5" _q 2.362" iL rn� in 4.84" [007 i" 4.520831 l N i N 1.069" 0.075"0.105" '+E "�4.510" NOTE:TESTED THICKNESS OF 0.7 " 3.506" � OARE METAL W/O PAINT IS 0.039" io°as`''1 'y �7 SILL Og SILL ADAPTER Og EXTENDED SILL tp EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM ISI 6?8r"STREAMLINE-�SLAT/BLADE'7 h SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCA-LE,HACF'SI7.E -..- SCALE:HALF SIZE R� a 0.080"-� 0 0?590" 0.341" 06 6 510" 0.143" 0.143"-��- - 0.070" 0.245" 1.708"--i 0.143" 0.045 0.060" q ----r OA15" 0.080" 0.117" �s ."3 4.753". - `rp o 2 ej . 0.090" 0.0.18 N 4.510" }-0.180" 'v � 0.080° � �•g 0.080"LjJ 0.094" 0.227" 0.682" 0.630" 0.060"" WPYwCirt FRMc(LEFRW1tl10 PE 0.693 15-2339 NOTE:THICKNESS OF BARE 2.822" 4---1.625"--� 0.420" SCAL& - £I METAL W/O PAINT IS 0.039" PAGEn-gyp - ►yq oE5CA1 277pw 15 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 17 6.8 STARTER ig WALL SILL CLIP t8b WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE o� .�.._....�.. - •280"� NYLON WASHER OR :)325" 0.610" ASSEMBLY STAINLESS STEEL 4 0" ALUMINUM 0.357" 0.320"0 HOLE o w5p" 0.276" Q, , oz o ffi10x2-3/4°410 HT 5.5. �. o NYLON pi u 'a^a ro SCREW W TC ULTRACOTE -T--' 0591" _ I 0.8$0' IN / z 0.05 WHEEL u 0.120"o INTO COATING �? TRACK (TYP TOP&BOTTOM) n 0.062"- - S v 240" (t 'I11 NYLON BUSHING W/WASHER: „f,•„_ r��i7j F �is II TYP.AT EVERY OTHER It-----fI0,750" 7/16"0 x 1/2"Chi INTERIOR JOINT TOP 0.154'- 0.137" 2jh7 U I----S'MAX. ---1 INSIDE 30INT AT TOP. 0.870"ttt----111 7/16"0 x I"@ INTERIOR JOINT BOTTOM 1 q} a E CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR _ I}V w �)9 ANGLE HOUSING-ZINC DICAST,POWDER COATED ti ROLLER-'ASSEMB Y O BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT 1z' �Q 4� z SCALCI HALF SIZE 22 SCALEi'HALF�SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 24 �ll(j 44 SCALE:HALF SIZE SCALE:HALF SIZE Z ry Q a5 w°E OR KEYITHUMB TURN OPERATES SDE. W w $�'m -}0.2501' @ BRASS=PUSH LOC3 S%E,;•,HALF-SIZE q w m i RO.155^ 1.97$ z�121" O �x RO.S00" 4.000" 0.236" 3.742 0,286" 1.603" g 0.500" 1.710" 1.224" 0.267" IT b 0.623" 0.531" 0.531" Gi v"i o 0.790" 0090" 0.319" w . '26y M o L�.6 m 0.28 `-- o I, q 2.250` 6i 0.09 io 'Y 26 o 0.250' o o �- 0.607" 0.607" m w_T� ` � N L"' 0.224" 0.239" {"• ,01.,n a^o, m n v v. H pE''• pp o t 2.000" 0.060" tl.A9G" 0.240" •^+" rn 0 in d i'---z.7so"-1 1.7.18"� 1 1.y 1 ..{-. �„ 0;9 ce JLj 27 RAINGUARD Zg DECORATIVE FLOOR TRACK 3.476" 0,240" Q zttttl<¢� Q SCALE:HALF SIZE SCALE,HALF SIZE 0.160" i 0.222"-i (- 1.401 0.062" 0.062' 0.062" -0.176" a 3Q UNIMATE:LOCK" 31 MALE BOX CENTER 32 FEMALE BQX CENTER SCALE,pHALFLSIZ SCALE:HALF SIZE SCALE,HALF SIZE v -II-0.062" ll1 � t'--F0.400" 5.500"x 13116"WIDE "0 �� � �� 7116 STAINLESS A 16 7" STEEL NUT 30 _ 0.125" } n N " \ 0 " 0.438„ 5/16- w L` 0.188" r 18x1 MACHINE SCREW a I oa TYP. Sjl6"0 INTERNAL STAINLESS STEEL 0.122" 8 4.500" (-10.689" POWDER COATED,ZINC DIE-CAST THREAD .M oa gpppp HEAD STYLE VARIES � 1.050"� " q LTA MODEL 2022 r SECTION A „�. 36 T-LOCK=ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW : DUSTRIAL SYSTEMS SCALE:FULL SIZE SCALE:FULL SIZE 0 0.254" 40a 406 40c `� . (Op;1oNA�} � 35 BOX LOCK SCALE,HALF SIZE 1 0.319 F_(ID STRIP i:" 4I'S s m SCALE:HALF SIZE j---2.000"---� 2; 8c"�"3rIEXTa' e �I t-0.125- 1.625-1 Sc t-1.500"^f -it-0.125 E: =}{ALF_SIZEA a4a 0.125" €r I O.Osv 0.69Y-J s Ile C I! 0125" 3 - T. 0.0$5" o b o 0.125' OPYRY'IIFFPHMLBFNiFJSgPF. g 11.093" m 15-2339 0.250" o Fv 0.085" M . SCALE: PAGE DESCRIPTION' f.- i^ 2Q ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125' ANGLE 1 �3{:;2X7-ANGLE SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE l j SCALE,HALF SIZE •`�..,/1 Ntnt}4 j00 P.,IP.E. ; 'h ,N �;=f:,fc i'ER ANCIiUR EDGE DIST, SC;iEOULE C 1H".O.C. EXISTING DIST. GLAZING SEE END STRIP SCHEDULE FOR , A .ANGLE EMBED20,}tl SPAN WHEN USI x ' i } LEG D RECITON Gd a OR 6 8aSTARTEER t EMBED. .�',/-LI ''L"I ate.' (INTERIOR) n N 1/4" TA 6, �^,•q� "i. ga 17 �� 17 MAX. WITH 210R 25. •�� MIN.0.062"THICK 6063-T6 ALUM. ANGLE 1'x L"MIN.TO 7 x S"MAX. 21 25 9/fq• �a 4 (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ DIST, !''-' .ANY;AJ4CN6tt PEfiANCHOR 2)#10x1"SCREWS AT ?U R tF > _ ATTACH.TOP&BOTTOM;AND (1� 4 "I7<popy `xSCHEDULE Q,_18_.O.G_,,;yl„y ATTACH TO 6,8 STARTER R 7 u m^ 2 13 " ' #12 x 1/2"GALVANIZED OR .L 2 13' I i 13 13 #12 x 1/2"GALVANIZED OR S.S.SMS, S.S.SMS,3/16"0 ALUM.POP W •• 3=m i b BO"(TYR.I 30 3/16" ALUM.POP RIVET,OR 1/4-20 ALTERNATE END STR1F DETAIL BOLT(1 NUT RIVET OR @ 18'-20 OCC. t' USE(1)BRASS PUSH LOCK OR(i) MACHINE BOLT&NUT @ 18'O.C. WITH 6.B STARTER AND ANGLE �¢ (EXTERIOR) 5/16.18�-IUMO SCREW INTO THREADED SCALE.3"=t'-0" ANY TRACK Wj w 7: INSERT 37 AT il3 SPAN TO 2/3 SPAN SCREW BOSSES, l .4 O FROM 80 OM OF SHUTTER.RECEIVING END STRIP SCHEDULE, a TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF SPAN SCALE+3"=1'-0" 1"HEIGHT, 1"810(2.7'} 62 00" 1: 7 0" ^ USE 1)BRASS PUSH LOCK ti 85" >� 4 SEE END STRIP OR(1 5lSti-13 THUMB LOCKING DETAILS FOR 2°BIO(3.T} 62 95" w E SCREW Ip{7 THREADED CENTER MATES 72' 8H SCHEDULE FOR MAX, U INSERT 1371 'F 1/3 SPAN 82 3" SPAN WHEN USING - 8 TO TO F FROM SHOWN ON TARANDOM sCL BOTTOM OF SHUTTER. 30 DETAILS 3'BIO(4.7") 62 86 w 20,40a,406 OR 40c, F.CL m d RECEIVING HOLEIDT SHALL BE 13 �`d 1(4" OR 6.8 STARTER vi oy` M 31e"MAX WIDTH,UP 70 82 74" t- �i 1"HEIGHT. 30 ALT.t"BIO 72 10" `p� MAX. WITH 21 OR 2S. jay" CI-5 cc u�{ ,A _ 27 H _5_ Zm#I g3 ( 40 40 USE APPROPRIATE -C a 10 1 5 67" �20 STARTER LOS E N E o 45 93" 40 20 PROVIDE CLOSURE ^^�� E w 4 -5 H7' FOR C,,,_�••-.. g r 13 x0.093" 5 3„ BUILDING CONDITIONS. q � 23 216 B7" FASTEN STARTER STRIP a o S 7 5"_ TO TRACK W/i2}1118x1" N B I (INSIDE) __rJ7,_'_r_"�J,(I 3' SCREWS AT CORNER,TOP �F 1 "--� 2•x3• 45 as• &BOTTOM. xo.iz5 _ 129' ALTERNATE END STRIP dETAIL ��j 6T 23" SCALE.3"=V-0" ANY TRACK W/SCREW vv�j�dN 20" BOSSES. is 13 ;}F� I 4D 64 116" 74 1 119. W I g a ( FOR GREATER SPANS OR LOADS THAN SILL SHOWN IN END STRIP SCHEDULE,END x (ft I 1 STRIPS REQUIRE A 1'XI'.090'CLIP ANGLE L- 14IDSPAN USINCANYANCIIORONTNE EXISTING GLASS oa ZANCHOR SC}IEDHLE"x314•TEK r� Q v 13 SCREW OR•14.2000LTTO END STRIP. @6g 39 y Zo w USE(11 BRASS PUSH LOCK (INSIDE) 1 M��8 •lull USE(i)BRASS PUSH LOCK +f F ORqq(�11 5/16-18�THUMB �1 OR Itl 5/16-18 THUMB 3tl 13 VF INSERT 1370#7 7%3 SPAN SILL o S!S Sc' 1 SCFj,F�W It O THREADED T a P-' INStt/3 p77 AT O SPAN �B BOTTOM DAN SHUTTER .l 7 a TO 2/3 S N FROM 1 0• BOTTOM OF SHUTTER. (OUTSIDEEgtl RECEIVING HOLE SHALT BE Xi y3 3/6"MAX WIDTH,UP T 1"HEIGHT. 23 � TYPICAL OUTSIDE CORNER CLOSURE _ _ ___ _ 35 30 CGt DETAILS WO/CORNER POST � E 13 31 COPMJGWFRWLVFNUF=PF. NTS 13 31 215 t3 23 (OUTSIDE) 15-2339 - E SILL USE(1)BOX LOCK AT 1/3 SCALE. AE DlSORIPTION: SPAN TO 2/3 SPAN PROM 6 BOTTOM OF SHUTTER _ TYPICAL INSIDE CORNER CLOSURE jF MULTIPLE SHUTTER ASSEMBLY /7 1 CC2 DETAILS WO/CORNER POST �2! SCALE,3"=1'-0" NTS ('_-'LJ*•1 g` C1 CONNECTION TYPE5;"t4' REFERENCE ANCHOR EXISTING HOSTSCHEDULE FOR MAX. STRUCTURESPACING •. JC•CI CONNECTION TYPE 1/47' MAY -20 MACHINE BOLT \ REFERENCE ANCHOR 1/2" W/NUT @ 12"O.C.OR c /•^ \ SCHEDULE FOR MAX. ® #14 SMS @ 6"O.C. I'k / SPACING 1/2.. (TYP.TOP&BOTTOM) TA Z FASTENERS ALUM. TUBE 1 ' i'9••• p� •• EACH ANGLE 6063-T6 ALLOY SEE TABLE A FOR SIZE. LO yI S R �µ �� 1"x 2"x 1/8" I� � •� I ALTERNATE THRU BOLT [I❑ �R� Z /��Ip°`l'S d o OR 2"x Z'x 1/e" I - C1 CONNECTION TYPE o Z w=V 2 ALUM.ANGLE ° r REFERENCE ORANCHORMAX MN GLASS .¢_ <U L7�a IF�—_ SCHEDULE FOR MAX. SEPARATION 13 w v �J F�F��4yy tS 52 Z„d THREE 3/16"0 ALUM. ° 13 I '� SPACING PER TABLE 2 F Q-W '7 y L co 0 y w POP RIVETS OR r. = aJ W(,W' •Ni� 3 THREE 012 SMS,TYP. ° 17 IIA I GLASS 11�� vI a¢ w OR DOOR N 3rL 3/16"as ALUM.POP ' I �� Q=¢~ M m 3 x 17 RIVET OR#12 SMS A EFw owe" TABLE A(cc1) @10"O.C.(TYP.) \ _ // (�RNq�� _ z~ / �o PRESSURE VS ALLOWABLE LENGTH IF' (5]0 6 OR = a MAY USE MALE OR w 1_� �U'3 O 0 n 2°x2'x1/8" 3'x3"x1/B' o N m PSF No B/O No B/b FEMALE LOCK_-SLAT w O \ 6z 130" fea^ 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN C5 CONNECTION TYPE 7Z 124' 179" O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR CI CONNECTION TYPE GUIDE TO BUSHING 62 119' 172" CC3 REFERENCE ANCHOR r -� WASHER(TYP.) m N k NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. d 92 114" 165" SPACING 102 110' 160' IL___J I/ 114x3/4"SMS Cm 9"O.C. Im-a o 120 104" 14T ANGLE TO TUBE CONNECTION ¢M c e p m � " ov 5 158 g7" 131, TABLE B(CC4) EXISTING HOST 2"%2 EMBED. 6063-T6 125" 0! ALUM.TUBE 200 BB114" PRESSURE VS ALLOWABLE LENGTH STRUCTURE 5 CONNECTION TYPE v 2'x2"xl/8' 3"x3"x1/I0' EDGE DISTANCE REFERENCE ANCHOR <U a. PSF WITH f1/0 WITH B/O SCHEDULE FOR MAX. --� E F a 8 62 113" 165" SPACING G u�g FASTENER @ 18"D.C. E 3 $ R Sor IST (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION 3 82 101• 147" IN ANCHOR SCHEDULE). SCALE 3"=1'-0" 92 95' 139' 0 102 90' 132' }• 120 83' 1Z2" h 150 74" 109" L w 200 64' 94' w F~- m 2"x 2"x _ 1- 77 �-° 3/16 RIVET OR 1112 SMS 2"x 6063-T6 13 F' =w O= a 17•"O.C. OR 1/4-2 ry MN GLASS M IA=- �` 17 ALUM.TUBE TYP. EPARATION = Z v m 5 �' NJT&BOLT(TYP.). Pq PERTABLE IA o w a 7 < 3/16"0 ALUM.PDP qgg IA w o 'a ag ll ALUM. TUBE RIVET OR H12 SMS 2!� DR DOOR 2 < m Q Q Q gpI� ASS 6063-T6 ALLOY l°1 18"O.C.(TYP.) g a a F x 0 SEE'TAB'�.E.j,FOR SIZE. 2'x 5"x 1/B" L vut ° i3 2 FASTENERS x CONTINUOUS ; EACH AN ALUMINUM ANGLE v B I"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE ALUM.ANGLE,TYP. THREE 3/16"A ALUM. 3 16 ayy o POP RIVETS OR 17 ORIENTATION TYP. 17 d g 77 THREE qi2 SMS,TYP. E 6 s � . ° 1"x 2"x 1/8" :S feREFERENCx OR 2"x 2"x 1/8" 4 CONNECTION TYPE gg9gg gg� 13 ° ALUM.ANGLE D SCHEDULEEFOR MAX. USE MALE OR FEMALE NG SPACING COPYP.GNT FIWIXLBERPRDOPE. LOCK-SLAT 13 BLOCK OR WOOD EFRAMING acA15-2339 � 13 _ Lel (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGE DESCRIPTSONI 012 x 1/2"GALVANIZED SCALE 3"v 1'-0" CC41J)'TYPICAL. CORNER CLOSURE DETAILS OR S.S.SMS,R 1/4m ALUM. SIDE CLOSURE OPTIONS NTS POP RIVET,OR 1/4-20 MACHINE BOLT&NUT SCALE.3"=1'-0" X99 Hpp P,E. C5 CONNECTION TYPE ' w REFERENCE ANCHOR EXISTING •• 'Q9 o= SCHEDULE FOR MAX. STRUCTURE O SPACING ❑w,_, 5"MAX' 1 I GLASS ¢mo GLASS W C1 CONNECTION TYPE 1/4-20 MACHINE BOLT OF OOGi7 F u u} OR DOOR W w J REFERENCE ANCHOR W/NUT(d 12"O.C.OR r Q w r h N=o SCHEDULE FOR MAX. 19 4414 SMS(d 6"O.C. D w Z MN 13 j SPACING 13 waw =_ _ 1/2" (TYP.TOP&BOTTOM) ,. T Gfm .• 1/4"-20 THRU BOLT W/ GLASS X w m Jm EPARATION w� w G /2.. o Y: .. LOCK NUT�d 12"O.C.OR EPARATI L F w Q 4414 x 1/2"SMS(aT 12"D.C. PER X w Z r w F,; T' -PER r r OR 3/16"0 ALUM.POP TABLE 2 Q J p a Uo w 5 OR 6 OR/ 112 x 1/2"SMS(1 12"O.C.E,S.' l7 ; OR 3/16"0 ALUM.POP TABLE Z r RIVETS(aT 6"D.C. OR 1/4"0 E m w o 80R�6 RIVETS(d 6"D.C. E.S. �= ALUM.POP RIVETS(d 12"O.C. Q a: / W I�11yN `a C W R 1/4'•0 ALUM.POP RIVETS / w 11 AND 33 r w )U w (d 12"O.C,E.S. 1/4"MAX.FROM PIN MN.GLASS w r,u fn n Q Q:1 •� / 1/4"MAX.FROM PIN ASSEMBLY GUIDE A 5 ING SEPARATION 1g h >> L:1 LXL w Z o Q 09 AND 00 GUIDE TO BUSHING 1/2"TYP. PER TABLE 2 h V1 2❑'"' Z y m e w W WASHER ITYP.1 ==•n2J �Oq 3a ASSEMBLY WASHER(TYP.) GLASS �( hzum WW w / 1/2" 1/2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR—fl w w Q 3 3 w 'd m BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR _ C Z o Q r N ce ?' Y / SCHEDULE FOR MAX, a - w 4 CONNECTION TYPE DIST. SPACING u w r a a IL REFERENCE ANCHOR // DIST. SCHEDULE FOR MAX. Q a �i SPACING AS SHOWN / 3 CONNECTION TYPE IN DIAGRAM ON PG.9 p m 5 OR 6 OR G m REFERENCE ANCHOR EXISTING CONCRETE, w O �O 6 m SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN SPACING.ALR.FASTENER CI CONNECTION TYPE / GUIDE TO BUSHING / ® LOCATION.FRONT AND REFERENCE ANCHOR 1/ WASHER(TYP.) w Y 1/4" FROM BACK ANCHORS NOT REQ'D Og INSIDE MOUNT SECTION SCHEDULE FOR MAX. WITH THIS LOCATION 5 CONNECTION TYPE t PIN GUIDE TO SCALE.3"=1'-0" SPACING �y IT15F iNG WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR ►ir yu., ❑o SCALE:3"=1'-0" EXISTING CONCRETE, SPACING SCHEDULE FOR MAX. 1.1>m�O¢m BLOCK OR WOOD FRAMI EMBED. hJ Zm 6 aCL' 3 moi/ Ca BUILD OUT MOUNT SECTION C . — TYP. BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" D:`: f 6 BLOCK OR WOOD FRAMING E 3EXISTING5 NOTE:FOR DETAILS A,B,D•AND E ON THIS SHEET, EDGE DIST 1 q CONNECTION TYPE STRUCTURE THE BASE TRACK MAY BE INSTALLED IN SECTIONSREFERENCE ANCHOR EMBED. xCONNECTION��IYF'E WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS v 5 w Ff ,•^� o R A F1INIMUM OF TWO SETS OF ANCHORS AND ISA ) m SCHEDULE FOR MAX. REFERENCE ANCHOR SCHEDULE FOR MAX. ' v MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING � O OVER THE GAPS BETWEEN SECTIONS. 3 t6 1 R 2 w 1/2" W p w e GLASS OR DDDR MR it GLASS13 rv mo- In w 012 x 1/2"SMS(d 12" SEPARATIM- z m J W W h D 4 rw O.C.OR 3/16"B ALUM. PER v=i zwm II hvwi=oma - e wwh-: Ou Jl 13 r I,- POP RIVETS(d 6"O.C. TABLE2 O FQ- GLASS OR 0 www 5 hw=❑� OR ALUM.POP JC mz MN.GLA =x Zv, 82t2�i3 ala E > :nww Q oQ DOOR— wr0o< 5$ 13 2 =u RIVETS 12"O.C. r a w- Q A MN GLASS = Z v �° �'m PER TABLE 2 SEPARATION w.ga1Q u a Jo¢r PER TABLE 2 X w¢Z r O7 AND OB F u N n II 1/4--20 S.S.MACHINE Q o Q 1/4"MAX.FROM PIN SCREW&NUT Cal S �Iajl ASSEMBLY 1/2" GUIDE TO BUSHING Q '� � 1 1/2" G p 12"O.C. P. WASHER(TYP.) O F a C Y, GLASS ❑ N 1/4"MAX.FROM PIN I e C'FR DOOR 1/4"MAX.FROM PIN m w ❑ G GUIDE TO BUSHING w 4 CONNECTION TYPE 1/2"� 4 GUIDE TO BUSHING ? � 5 6 E WASHER(TYP.) EDGE REFERENCE ANCHOR O WASHER(7YP.1 3 a Z g e a EXISTING CONCRETE, DIST. SCHEDULE FDR MAX. 00PYPJWFRWLBV0MpE. a= "� BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN L 2sCONNECTIMAYPE 15-2339 FRAMING - CONNECTION-TYPe-IN DIAGRAM ON PG.9 REFERENCE'ANCHOR OR BLOCK OR WOOD FRAMING PREFERENCE-ANCHOR SCHEDULE FOR MAX. scaLE: - "x 3"x 1/4"CONT. trM 3 CONNECTION TYPE 4412 x 1/2"SMS(d 12" SCHEDULE FOR MAX. SPACING PAGE DEsc RSPTIOM - c 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, MAY 6E-REV REVERSED SCHEDULE FOR MAX. POP RIVETS(al 6"O.C. BACKLOCATANCHORSNNOT NREO'D BLOCK OR WOOD FRAMING S SHOWN DASHED) SPACING OOR 1/4"0 ALUM,POP WITH THIS LOCATION WALL MOUNT SECTION RIVETS(al 12"O C Op CEILING / INSIDE MOUNT_SECTION P SCALE;3"=1'-0" SCALE^-3"=1'-0" - - F��WAL•L—/BUILD._OUT�� - ' . . � It Hurn �S 00,P.E. EXISTING HOST ALT.LEG bIRECTION ....w - STRUCTURE 114"ALL POINTS SOLID SET ANCHORS WITH 718"MIN EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM 1 /ice 12'.MlN.ROM ^EDGE OF ACCORDION ROUND WINDOW 1/2^ SPACING,AND 3"MINIMUM EDGE DISTANCE EDGE OF St UTTER, i ' SHUTTERBLADES ASSEMBLY I AX (2)6063-T6 ALUMINUM TOP OR&T'iOM - ,p ANGLES PER BEAM END,SIZE ; - I 1J2" PER SPAN TUBE SCHEDULE .* N ' EMBED. SPAN TUBE PER f {� DESIGN SCHEDULE 'I'�" tl ° A ACCESS HOLE ; 4,'T' Iy� UB 1MACHINE BOLT W @ EDGE OF ACCORDION ti 12"2'O.O.0 OR#14 x 314"SMSMS 6"O.C. i kl I SHUTTER BLADES E U 3.5;MIN Y i T 5"ICA� i ( - Lj2"MAX. f! 'Mile X�-- 3"MIN 3 G m 1f7�5 NQ UQ EDGE �jvzi~ W Lmw 2,875"O HOLE(TO RECEIVE DISTANCE t� MIN.GLASS 13 w z �;} ,❑ I i ROL'NO W IN00•."1 ASSEMBLY ly SEPARATION O O W IWW ,��t'w EXISTING tr-❑❑ W i1 3 m MAXIMUM OF 3"WINDOWS GLASS OR 5 a fg 3 r,v 3 j PER EV RY OTHER BLADE DOOR 00 u Ul w.��.. d 3"MIN 2 1 LIGHT-N-VIEW WINDOW � � EDGE 1/2'MAX N.T.S. EXTERIOR EIEV =O DISTANCE S 6 a l7 3 16 114"MAX.fROM PIN GUIDE 0 0 Z 2 TO BLUSHING WASHER TYP. m SQ ''o FO- a ACCESS 1/4-20 MACHINE BOLT W/NUT @ 112" HOLE 12110.0 OR#14 x 3/4"SMS 6"O.C. 2.875"0 HOLE TO SPAN TUBE PER w g RECEIVE ROUND EMBED, DESIGN SCHEDULE �i¢`p" d WINDOW ASSEMBLY __ I 1/2^ (2)6063-T6 ALUMINUMD'B❑m ANGLES PER BEAM END,SIZE EXISTING ..11 PER SPAN TUBE SCHEDULE Z W 1JJ4"0 THRU BOLTS SEE BEAM �+ HOST 5CHEDULE FOR REQUIRED NUMBERS -L-1 STRUCTURE a fu'.o _ 1/4'EMB ALL POINTS CONCRETE O SET ANCHORS WITH 7/8-IF hnN p a - EMBED IN CONCRETE OR HOLLOW BLOCK,3"h1IMIMUM 5 f•w SPACING,AND 3"MINIMUM EDGE DISTANCE (•--V-^"�"' C si❑ g 0.125"- 0.125" 0.032" 0.032" MAX.DESIGN LOAD-f 72 PSF SPAN TUBE SECTION R N.T.S. VERT SECTION SPAN TUBE SCHEDULE _ NUMBEROF MINIMUMANGLE ALLOWABLE TUBE NUMBER OF ANCHORSPER m t TUBE SHUTTER SPAN THRU-BOLTS ANGLE LENGTH n t Z ROUND SIZE SPAN - -- ------ q aaa f WINDOW TOP BOTTOM TDF' DOTTOAM1 TOP BOTTOM TOP BOTTOM n + ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE ,TUBE TUBE o ? a 123.87135.2' 2 2 2 _ 3 _ d' _ 7_ gg 6a 0,125" 06" 101.7' 106.9" 2 2 3 3 7"~ T' 4 123" 09.0" 34A" Z 2 3 3 7" T 60" 129.1' 157.0'- 2 7. _2_ 3 d^ I' IIjtI f 2 x0 x 96" 114.8' 124.1" 2 2 3 3 7' o g 0125' 123" 1028' 109,6" 2 2 4 4 t0" 80' 138.0' 100,0" 2 2 3 3 _7' � I5 $ 0125' 96" 122.7' 155.7" 2 2 3 4 - 7-. wj03.250" 123" 115.4' 137.5" 2 3 4 5 4 10"B" 240.0" 2 2 3 4 _7__ 82'x10"x " 140.6^ 220.9" 2 3 d 1D'0.1875' ----._..____3_-----'..-" _. &Rt�� . T��)rVIEW WINDOtA/ \ f 523 137.Y 203.1 3 4 5 7 13" � M-BWMFR4IXLBNW WPE. 2 Q. L VV 11L VV VV WINDOW L/ VV ,,\ SPAN TUBE SCHEDULE NOTES: , 11...5. SABIC PLASTICS SLX1431T-UL-94HB 1. S 2x3 xl 4'O x"Xi 4"ANGLES FOR 2"xS"&2"x6"BEAMS, 15-2339 e 3. USE BEAM SCHEDULE FOR DETAILL 3/2. USE 2"YS"XI/4"ANGLES FOR 2-XW 8 2"x10'BEAMS. SCALE!PAAGEGE 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER oescBlpTlox: 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 - ov L 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, �9 ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS EI EXTERIOR ELEV ABOVE AND BELOW6. LAP BEAMS ARE N TTHE ALLOW D, O C 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O S ANCHOR SCHEDULE, CONCRETE p 2.5"MIN EDGE DISTANCE P2 Spans up 6'-0" SDans Up 8'-3" LOAD owl TYPE NN CONN TYPE 'I*Cl I C43 I C4 CS ANCHO (Psf) Cl YC-Z (n7lA Clr I rrc C3Ty;15YM J C I C2 16! 9.0' 13101 0Y. 60 1 9.S;l 5.11 8.51 14,5' 1/!1 TW 7APCON OR ELOS3 _V 14.7! 16.�e TrO" 7.0" In" 50' 7.5' 4.5! 7151, lo.s" _1�� jq_ _ 6� 16.0- S.S., 12.Y E B Mpsl M.C C) . T6.iF 16.0- 9.5" 5.5" 83" 15.0" 7.5" 4.5" 7.5" 10.5.1 1�:W 8.5 FIBINATION CO 7a i6.o'-13.0 WC� jl�._O-i335---CO'.: 7,5" 11.5"115.0" 7.5" 4.5" 7.5" 10,5", 1 2 S tTYP COMBINATION 100 15.0" 7.5` 4.5" 7.5-110.5"15.0- 7.5- 4.5- 7.5" 10.5"JI5.0" 7.5" 4.5" 7.S" 10.5- 1�14N.LE 14 ST .. 43 16�I6E 15.0"16.0"16.0"jt:q:I�L 9.0- 11E 16.0"116.0-11, B.S", S" 9.0" 13.5" L! 10 -16.0"11.0'15,9'11&0"16.0"11.0" 7.01, .5" 0. __Psl 53 16.0 10.5"16.0"113.5" 7.0 1.5" 7.5" 9 Fo 0 w MIN C 62 16.0"15.0" 8.5" 13.0"116.0" 16.0" 8.5" 5.5" 9.0" 13.5"113.5" - Im 70' 7.5" 9.5" > ED LS 70 1&0"12A"i 7.0" 11.01 16Z'14.0" 7.0" 4.5" 8,0" 10.5"13.V TO" 4.5" 74" 9.5" W 100 113.5"1 7.0"14.5" 1 ul 7-S.' 9.51. 7.5" 9.5" 12L.E_L0" 4.5" 7.5" 9.5" z 43 16�0-116.V'116.0"16.0 16.V 16.0"160,16.01,12.5 i7:_0-r_ -ij.-V T�._o- Ju w 1/4'ELCO CRETEFLEX SS4 6, - I S tTY 2 S ITYP.L. 10 0 2"EMBED(3350psi MEN 6.1 15. W/ N -E!�� if CONC) 6, IN,;;IN!,gz In 0� i�_-K i6__E !3.V'16.0"16.0" !a,:14.1" 16.0116.0"10.5-16.0"16.0" 11.5"IS&16.0-_10.01 6.5" 11.0"114.0'. w W 160'10.0' 6.5" 11.0'.14.v .111E 1LE 16.0-11 Q V MIN EDGE DISTANCE NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING. Cl C2 C3 C4 CS C' C' 0 1 C4 I CS Cl CZ C3 I C4 I CS SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 0' L1511 4 4 5 6 7 1 4 5 3 3 0 3 62 3 4 1'0., 1'0', 1)� 141 70 1 00 1 3 43 S3 6 62 70 16. 1 00 1'.", 13 '6 C2 CONNECTION TYPE USING PIECE UO WITH OUTSIDE 4 14 .111, moll, !KF' 1/4-ITW TAPCON OR tUZO 1601 S. 16.0"W.0" _IM: .11, _.,_j,3.0" '1'0'* .11, 16.0"16.0"12.0" 4 ULTRACON WITH 1-3/4' ANCHORS ONLY 0 53 mr, EMBED(3192051 MIN CONC) 62 11 1.0 .1"" 4.1. 4.5"14.5" C4 CONNECTION TYPE USING PIECE WITH 7 7 14.5" ., 14.5" 4.5" 7.5- 10.0"14.5" IN 7.S" OUTSIDE ANCHORS ONLY ro, 7.5, i-i�l 111MIZ11111F311111l'yo 1 7.5. jo-D .0 10 " Tl��i ILL,ENIUM MIUYAST JL6.0" 16.0"13.0" 6.5"19.5" 16.0"13.0" 4.0 6.5 .5 r L WITH 1-3/4'EMBED(3275psi 53 36-V 1 t.o-t6:F 76 7o- i.F sx" 7.5*1 16,0l los, 5's 5.5" 7,5" ANCHOR NOTES: 4.0', '.0" MIN CONCRETE) 62 16.01,1 9 S.r 7.5" 9.0.. 1. SPANS AND,LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING L6.0' 3. 7.0'; 0" 6.5 11.0 .5 c-, 70 MW 11.51, 5�511 5.51d 815" 10.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE I(Pg 1). 100 10.51, 5.5" 0� 114*ALL-POINTS SOUID-SET 1-1/4'MIN EDGE DISTANCE 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR /7/8"EMSED& - Cl CZ C3 C4 CS Cl CZ C3 C4 CS Cl ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THANbR u< 7.K 2- _F� 3.0" E :SIGN LOAD ON SHUTTER AND SELECT SPAN GREATER x EQUAL TO NEGATIVE Or 1/4-20 SS MACHINE SCREW �3 16.0 16.01118.51, �qt �_q�L2.E_IF' L6��U �r 1�_ E B.F !_ -6.0 .10.0", 5.0 4.0- 7.0- AN OR EQUAL TO SHUTTER SPAN, xr, (300GPst MIN CONC) _�3 16.0" 8.0"11 .0 - 5.0" 12.5" 6.5" 3.5.. 5.0" 10.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 9.0"14.5" 16.V'10.5" 5.5"13.0" 4.0" 8.0" 10.0" 5.0" .01, 7.0" EXISTING STRUCTURE MAYBE CONCRETE,ASTM C-90 HOLLOW CONCRETE F 5.01,V11111 4.0"17.0" 10.0" s.o.-mw,77-;,--;--- 11BLOCK OR WOOD FRAMING,REFERENCE ANCHOR SCHEDULE FOR PROPER .4.0" 7.0" 4. 3"MIN EDGE DISTANCE ANCHOR TYPEBASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE IY 1/4*ALL-POINTS SOLIO-Sffr CONNECTION, PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF ANCI ION W/718-EMBED& cl 1 C2 1 C3 (21 1 CS Cl C2 C3 C4 I CS I Cl I C C4 CS CONNECTION TYPE. 14-20 SS MACHINE SCREW 43 N 7.0"i11.0116.0" 3000051 MIN CONIC) 53 16.0" 14_0" 1312.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE !6.0 mo--m-or ii.o';" 7.0'rin `10;16!0-1 S*.S` 5.5"1 9.51, 12.0" ONLY. 70 62 .16-0" 114.0 lo.c.,113.0"116,0"1 5.5" 5.5"19.5"" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED N.;:N N(9.5";,1 16.0"16.0" 9.5159- 9.5" IN ACCORDANCE WITH MANUFACTURERS'R RECOMMENDATIONS.OR OTHER 1EMBEDMENT 2-5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO 1/4"POWERS SS DROP-IN F Ci T F3 i c4 I cs FINISHES %Vl /4-20 5S BOLTAND Ci I CZ C3 1 C4 CS I cl I 62 t c �4. 4 -.012.5". 1 6�,0"14.0;; 7.5" 5.0 8.0 11.51, 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS ryg I"EMBED(3000pl MIN 43 16.0"1:0_'. .0" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 'M CONC) 53 6E.L6.!f.1._K !6. 6.0 4.0 MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 6.0" 7 6.00 lo.c.,l6a I, , L 7.5" 5.0" 8.5" Lo 62 16.0"12.5" 7.5" 12.0"16.0" 1 IL.5',Its", 4.0" 7,0" B* SIDE CLOSURE PIECES. .70 116.0"110.0"16.5"100 2.0"16.0"14.0"1 7�S" 9,0-- 11.5" AX"17.01' �:o B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 7.0� 11 01' SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOODSTUD.3/4" too m5-1 6.0"1 4.0-1 il. 8.0'. ITF 6." I A F I RS SS DROP-1 1 3-1/2"MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN13. LAG SCREWS SHALL x Wj"IPOWE 64 'CS I C3 I C4 I CS I Cl I HAVE PHILLIPS PAN HEAD OR HEX HEAD. 14.20 SS DOLT ANON Cl, 63 C C2 C3 I C4 CS C 11 EMBED(3000pi MIN. 16.01.16.01.114.5' 9.0" 135 16, 0 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN a I 16.0. 6.V'wo.K 6 0- BASE R +4 B-� '6 B'W CONC) 53 10 1�_-o B 5 ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR W� 12.0"12,0" 60114.0" 7 HEAD(SIDEWALK BOLT),U.O.N. !2 6 62 W 0.01, 5.0 9-0 E DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. N 70 E... I'." ! - 6.5" 4.5" 8' 9.5" 12.5' 7.5" .3" J[R.7 6'.11; a 8.5" 12.0" 6.0" 4.01" • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, V MEN EDGE DISTANCE NUT OR WASHER WINGNUT. CQPMGWFML8ENWMEF #12.EMS W/.2"EYEWALL Cl I CZ C3 I C4 CS I Cl I C2 I C3 C4 CS CI I C2 C3 C4 CS AR140R INSERT W/2-EMBED 43 16.0-16.T*111.5"I 14.0-16.0"16.0"116.0" 7.5'* 10,0"56.0"160'19.0" 4,5' 6,5- 13.5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. __15_-2339 (2000031.MIN CONC) 53 16.0"16.0"18.5"111.0"16.0',16.0"111.5" 5,5" 8.0" 16.0"114.0"17.0" 3.5" 5,5" 10-0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO 62 16.0"15.0" 7.0" 9-y' 16-0"1�0" 911* 4.51, 6.5" -1-470-111-4.Wi 7 0" 3.5" 5.5" 10.0' DRILL INTO HOLLOW BLOCK NOR SHOOLD IMPACT DRILLS BE USED TO INSTALL PAGEDESCRIP'TION! 70 16 0 120 60 8.0" 16.0'. ",I .,"*, 4.O" 6.0" 10.5"114.0"1 7,0" 3.51, 5.51, 10.0111 CONCRETE SCREWS TO HOLLOW BLOCK 100 14.D" 7.0" 3.5" 5.5" 100'14.0"t 70' 3,5"' S.V 10.0"14.0"iL.!n o" - ..S 5.5" 50.0" 012 SMS N 2.75-EYEWALL 43 16.0'16.0"16.0" 16.0"16.0"10.0"14.0"16.0"116.0"111.5" 6.0" 915" LG.-R: ARMOR-INSERT W/2.5- 53 16-E 16-L Ti.-or !N.-.20;mvi 15.0" 7' 16,1 13.0" M EMBED(2000P51 MIN CONC) 62 16.8"16.0" 9.5- 13.5"16.0"16.0'11.5" 1 '.1 �1, 6.0' 16.0 9.01* 5 13.0" (0 70 L6.0"16.0-8.0" 11.1"116.0"16.0" 9.5" 5.5" _��14.0"16A" S�,I�!;;,00� 8.0_1112: _100 9.g 8.0" 13.0" S-o" PE ANCHOR SCHEDULE: CONCRETE (CONT.) 04b NNggo�''� 2-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE • / yc,7 G LOAD Spans Up 7p 6'•0" Spans Up To 8'-3" Spans Uo To 12'-0" Spans Up To 6'•0" Soans Up To e'-3" SpaC Up To 12'-0" , Opp, ANCHOR (psH CONN TYPE CONN TYPE CONNTYPE CONN TYPE CONN TYPE CONN TYPE x G Cl C2 C3 C4 CS Cl C2 C] C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 C5. CI C2 C7 C4 C5 C1 C2 C3 C4 CS 47 16.0"36.0"16.0-116.0"116.0"16.0"16.0"112.0"116.0"116.0"Ifi 0"11.0" 112.0"116.0" nC 5/36"I7W TAiCON XL WITH, 7.0" 16.0"16.0"16.0"16.0"16.0"16.0"16_0"12.5"16.0"16.0"16,0"11.5" 7.5" 12.0"f 6.0" T .. 1-3/4°EMBED(2899ps1 MIN 53" Ifi.O"16.0"14.0"16.0"16.0"16.0"19.5" 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"12.5'16.0'•16.0"14.5"16.0"16.0" 16.0"15.0" 9.0" 19.5"16.0"16.0" 9.5" 6.0" 10.5"13.0" .y •'• `f0 m CONC) 62 16.0"16.0"II.S'16.0"16.0"16.0"11.5" 7.5"112.0"116.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"11.5"16.0"16.0"16.0"11.5" 7.5" I2.0"16.0"16.0" 9.5" fi.0" 10.5"13.0" ��,� q ��o y 70 16.0"15.5" 9S" 15:0"16.0"16.0" 9.5" 6.0" 10.5"13.5"16.0" 9.0" 6.0:: 10.0"12.5"16.0" 16.0"10.0"15.0"16.0"16.0"10.0" 6.5" 10.5"14.0"16.0" 9.5" G.0" 10.5"13.0" Qp` ._ ..__..____... _ 100 16.0" 9.0" 6.0" 10.0"12.5"16.0" 9,0" 6.0" 10.0"12.5"16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.5" 6.0" 10.5"13,0•'16.0" 9.5" 6.0" 10.5"13.0"16.0" 9.5" 6.0" 10.5"13.0" .. .__ _.____-__ u 3 5/16'ELCO ULTRACON WITH 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5"I6.0"16,0"16.0"12.0" 8.0" 13.5"16,0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"13 A" 9.0" IS_0"16.0" � W+1 `X ui I.3/4"EMBED(3500ps1 MIN 53 14_0"16.0"16.0"16.0"16.0"16.0" 15.5"10.0"16.0"16.0"16.0" 9.5" 6.5" 11.5"13.5"1G.0"IG.O"IG.O"16.0"16.0"16.0"16.0"11.0"16.0"16.0"16.0"10.5" 7.5" 12.5"15.0" U„�•w a CONC) 62 16.0"16.0'•12.5"16.0"16.0"I6.0"12.0" 8.0" 19.0"1G•0"16.0" 9.5" 6.5" 11.5"13.5"16.0"16.0"14.0_16.0"16.0"16.0"13.5" 9.0" 15.0"16.0" 16.0"10.5" 7.5" 12.5"15.0" l9 d z 70 16.0"16.0"10.5"16.0"16.0"16.0"10.0" 7.0" 12.0"14.5"16.0" 9.5" 6,5" E.G.13.5"16.0"16.0"11.5"16.0"16.0"16.0"11.0" 7.5" 13.0'•16.0"116.0"10.5" 7.5" 12.5"15.0" r m$W`p u 100 16.0" 9.5" 6.5" 11.5"13.5"I6.o" 9.5" 6.5" 11.5"13.5"16.0- 9.5" 6.5" 11.5"13.5"16.0".10.5" 7.S' 12.5",15.0",16.V'110.5",7.5" 12.5"15.0•'16.0"1o.5" 7.5" 12.5",15.0" Z 1/4"304 SS POWERS TAPPER 1-I/2"MIN EDGE DISTANCE _ 3'MIN EDGE DISTAN_C_E _ _ _ ___ W W 3 m W/1-3/4"EMBED(3000ps1 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS CS C2 C3 C4 C5 a C2 C3 C4 LS CS C2 C3 C9� CS J MIN CONC) 43 Lq CC ' 76 6.00" 4..5' 6. 8.5" ._ .___..3. 0 _ .. " . . . . . .0 5 4_ 6.0. 3.5 .0 ..._._.._ W 53 5 4,5' 6.5" 34.0" 9.0" 4.5 4,5 6.0 J. 3.0 4.0" 16.0"16.0" 9.5" 13.5"16. 2.0. 6.0" .4.0" 8.5" c LU 2 6. 3.0" 16.0"17.0" 7.5" 11. .5" 7 8._ 12.0" 6,0" 4.0" 6.5 3.0" 4.0" 12.0 0 0 9.5" 5.0 - 6.0" 3.0" 6.5" 6.0" .3.D" .0 _ 6_ .0 2.0100 8.5" ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK " 1"MIN EDGE DISTANCE 2.112"MIN EDGE DISTANCE a of 2 8 -O G Soans Up To 6'-0" Spans Up To e'-3" Soans Uo To 12'-0" Spans Uo To 6'-0" Spans Up To B'-3" Spans Up To 12'-0" o d o=I ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN•TYPE CONN TYPE �� m Hl l (Vsf). ClC2 C3 C4 CS C1 CZ C3 C4 CS C1 C2 C3 C4 C5 ClC2 C3 1 C4 C5 ClC2 C3 C4 C5 ClC2 C3 C4 CS ~ o m' ..... ... m f/4"LPN TAPCON WITH q3 8.5" 7.0" 3.5" B.5" 6.0" 3.5" 6,0" 3.5" 11.5"10.0" 5.0" 6.5" 11.5" 8.5" 4.5" 3.0" 9.5" 8,5" _4.5" 3.0" q.0" 7,5 p m ' 1-1/9"EMBED 57 7.0" 4.0" j 7.0" 4.5" 4.5" 9.5•' 6.0" 7.5" 5.0" 9.5" 6.0" 3.0" 3.5" 6.0" 4.0" O� �! 7 /� /" 8.0" 9.0" 4.5" 8.0" 5,0"© 3.0" 4.0" 4.0" O 2m G m 1/4"ELCO ULTRACCN WITH 43 13.0"10.5 6,5.,/6.0" 3.5" 62 S.5" 3.0" I GO- _- _ 104.5"���j / 'S.0" 3.0" i 6.5" 3.5" 3.5" 6.5" 4.0" 3.0" 4,0" c 13.0" 9.0" 9.0" 13.0"10.5" 4.5" 6.0" 13.0" 9.D" S.0" 3,0" 4.0" 9.0" 5.0" 4.0" (`ti;• m 4"EMBED. 53 10.5" 10.5" o ! 62 8.5" 9.0" 8.5" 9.5" 4.0" 9.0" _ 70 7.0" 7.5" 7.0" 3.5" 3.5" 7.5" 4.5": 3.0" 4.0" 3.0" .•� � v � ! 100 4.0"� 3.0" d.0": 3.0" 4.0" 3.0" O 1/4"FIILLENIUM I4ILLFAST 43 12.5"1D.5" 4.0" 5.0" 12.5" 9L0" 5.0 9.0 5.0 4,0" IL 11.5" 5.5" 7.5" 13.5_' 10.0'. 5.5" 5.0" 10.0" 5.5" 4.5" o m-ANC:IOR W/1-1/4"EFIOED 53 10.0" 6.0" q.D" 10.0" 6.5" 6.0" 9.0" 11.0" 6.5" q.0" 5.5'• 11.0" 7.0 M1.0" 7.0'• 4.5" c 62 8.0" 4.5" 8.5" 5;0" 4.0" 4.0" 9.0" 5.0" 5.0" 9.5" 5.5" 4.5" 4.5" n .•,_ - 70 6.5" ZO" 4.0" 4.0" 7.5" 4.0" 4.0" 8.0" 4.5" 4.5" zo 100 4.0" 4.0" 4.5" O 1-1/4"MIN EDGE DISTANCE _ _ 7"MIN EDGE DISTANCE -' ANCHOR W17TS SMBED DET 'Cl C2 C3 C9 C5 Cl C2 C3 C4 I C5 ClC2 C3 C4 CS ClC2 C3 C4 CS C1 C2 C3 Cq CS Cl C2 C3 C4 CS � O ANCHOR W/7;8"EMBED& •- �_ 93 g.__113.0" 6." .0" .0" 4 0" 4.5;; o - 8 -+ 1/4-20 55 FIACHINE SCREW5.0" 0 15.0"11 6 3,0" .0' 11.0" 6.0" 3.0" 5.0" 1G.0"16.0" 8.5" 10.0"16.0"16.0"10.5" 5.0" 7.0" 16.0"11.0" 5.5" 3. 8.5'• 3 V' 0 0 ._ .._.. __ x 53 12.5" 7,5" 3.5" 4.5"�2V;; 43.5" 8.0" 5.0"% 3.5" 16.0"170_ 6.0" B.0" 16.0" q.0" 7.S" 4.0 "6210.0" 5.5" 4.0" 5.0" 6.5" 16.0"11.0" 5.5" 3.0" 4.5" 9.0" 9,0" 4.5" 4.0" 6.570 " " " 4.0" 5.0" 3.5" 14.5" 8.0" 4.0" 6.0" 15.5" 9.5" 9.5" 4.0" 7.0" 9.0" 4.5'_ 6.5" p E 100 5.0" 3.5 S.0" 3.5 5.0 3.5 9.0" 4.5" 4.0" 6.5" 9.0•' 4.5" 4.0" 6.5" 5/16"ITW TAPCON XL WITH ._ 3"MIN EDGE DISTANCE 4'MIN EDGE DISTANCE o pp yy m - 1-314"EMBED - Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 t-@ iD 43 16.0"16.0" 9.0" 12_0"I6.0"14.0" 7.5"_ 5.0" 8.5" 14.0" B.0" 4.0" 3.0" S.5" 6.5" 1 g 53 15.5" 9.5" 6.0" 9.5" 15.5"10.0" 5.0" 6.5" 10.0" 6.5" M1,5" 4.5" yq 62 6.5" 4.5" 4.5" e J a F�. 1-9/16'MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE R e 5/16"ELCO ULTRACON WITH Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS OJPYPX}RFNJMLBU2FWDOP.F. 1-114"EMBED 43 12.0"10.0" 12.0" 8.5" 8.5" 16.0"16.0" 8_5" 11.0"16.0"15.0" 8.5" 7.5" 15.0" 8.5" 7.0" 53 9.56.0" 9.5" 6.0" G.0" 16.0"10.5' 6.0" 8.5" 16.0"I1.o'• 'e.o" Io.s" 7.0" 15-2339 u =,; Q. 8.0" 8.0" IM1.O" 7.5"� 7.0'• 14.5" 8.5" 7.0" 7.0" SCALE: - ' 70S 6.5" 7.0" 11.5" 6.0" 6.0" 12.0" 7.0" 7.0" PADS OESCRI�T ZION: 1oD zo^ 7.0" zo" ANCHOR NOTES:SEE SHEET] A - 9 FOR ANCHOR NOTES. 0 kl � ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK I " /A((((jjPE _ 2"MIN EDGE DISTANCE r, C Spans Up To 6'-0" Spans Up Tp 8'-3" Spans Up To 12'-0" ,��' '• '• r? (?� ANCHOR OA CONN TYPE CONN TYPE CONN TYPE c x In 00) CI C2 C3 C4 CS C1 C2 C3 C4 CS C] C2 C3 C4 CS 3 (},465 #12-SMS W/2"EYEWALL 43 16.0"16.0" 75" 9A" 16.0"15.5" 8.5" 4.5" 6.5" I5,5" B.5" A,5" 4.0" 7.0" 2 _ 3 INSERT W/1-1/4" 53 16.0" I0.5" 5.0" 7.0" 16.0'11.0" 6.0" 3.�_3.55..��, 7.0" 3.5" -5.5-11- ARMOR oEMBED 62 I4.6" 7.5" -0.5 7.0" 3.5" 3.5" 5.0" . IV 70 11.5" 6.0" 3.5" 5.5" 12.5" 7,5" 3,5" 7.0" 3.5" 3.5" 5.0Rif, 100 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 7.0" 3.5" 3,5" 5.0" pjjjjUF2 c7 ANCHOR SCHEDULE: WOOD (G-0k55) ,�va�w 3/4'MIN EDGE DISTANCE ('n Q¢ a rj Spans Up To 6'-0" Seans Up To 8'-3" 5 ans U o 12'-0" "J' L Um] W o G LOAD CONNTYPE CONN TYPE CONN TYPE ,[ p o S z O ANCHOR x {Cst} C1 C2 C7 C4 CS Cl C2 C3 C4 C5 C1 C2 C3 C9 C5 W -1' "w LU m m 1/4'LAG SCREW WITH 1.3/4" 43 rT-�6-.0- i6.Q"12.5'12.5"16.0"16.0 16.0" 7.5" 9.0" 16:0"16,Q"14.5 4.5" 6.0" 16.0" MIN THREAD PENETRATION 53 16.0" 8.5" 10.0"16.0"16.0"116.0"1 6.0" 7.0" 16.0"16.0"11.5" 62 16.0" 7.0" 8.5" 16.0"16.0"14.5" 5.0" 6.0"16.0"16.0"SY•S" 4.0" 5.0" 16.0" 8I 1 ID 76.0" 6.0" 7,5" 16.0"16.0"12,5" 4.0" 5.5" 16A"26.0"11.5" 4.0" 5.0" 16.0" N 100 I1.5" 4.0" 5.0" 16.0"16.0"11.5" 4A" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" a 7-16"WOOD BUSHING WITH 43 16.0" 8.0" 10.0"16.0"15_5" eS" 4.5" 7.0" 15,5" 8.5" 4.5" 4.5" 7.0"01.13"MIN EMBED 8 1/4.20 53 10.5" 5.5" 8.0" 16.0"11.0" 6,0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0"SS MACHINE SCREW 6Z 8.0" 4,5" 6.5" 14.5" 9.0" 4.5" 3,0"' 4.5" 7.0'" 7A'" 3.5" 4.0" 5.0"9 70 6.0" 3.5" 5.5" 12.5" 7.5" 35"i/"� A.0" S.5" 7.0" 3.5" 4.0" 5.0" o x6108 IOD 7.0" 3.5" 4.0" 5.0" 7.0" 3.5"� A.0" 5.0" 7.0" 3.5" 4,4" 5.0" 3 -.... #14 SHE OR#14 WOOD 43 16.0"16.0" 12.5"14.5"16.0"16,0" 16.0" 8.0" 10.0"16,0"16.0"11.5" S.0" 7.0"116.0" ��� SCREW WITH 1-3/4"MIN 53 16.0"I&W 9.0" ]1.5"16.0"16.0"Y5.0" 6.0" 8.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" �all 3 THREAb PENETRATION 62 16.0"16.0" LS" 9 5" 16.0"16.0" 5.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" �, m A' �> 70 16.0"16.0" 6.5" 8.5" 16.0"16.0"10.0" 4.5" 6.0" 14.0"16.0" 9-5" 4_0': S.5" 13.0" en rn�O M 100 16.0" 9.5" 4A" 5.5" 23.0"ib.A" 9.5" 4.0"I5.5" 13.0"16.0" 9.5" 4.6" 5.5" 13.0" 'CPI Oc a ANCHOR SCHEDULE: WOOD (G-0.42) -ZNx. -"' 3/4"MIN EDGE DISTANCE 8 rj SDan9 UD To 6'-0" Spans Up TO 8'-7" Spans Up Tp 12'-0" cR5 �j LOAD O ANCHOR CONN'SYPE CONN TYPE CONN TYPE 1 3 x {PSfj Cl C2 IC3 C4 I CS Ct I C2 I C3 I C4 I C5 C1 C2'1 C3 I C4 I CS g ® 1/4'LAG SCREW WITH 1-3/4' 43 16.0"16.0" 9.0" 10.0"16.0"16.0"16.0" 5.5' 7.0" 16.0"16.0" 9.5" 3,5" 4.5" 15.0" • MIN THREAD PENETRATION 57 16.0"16,0" 6.5" e.0" 16.0"16.0"]2.5" 4,5" 5,55' 16.0"SS.O" 7.5 3.0" 4�0" 11.0" 1O v .6 _ _ N 62 ]6.D"16.0" 5.5" b.5" ]6.0"16.0" 4S" 3.5" 5.0" YS.Q"35.0"7.5"T 3.0" 4.Q" 11.0" o -+ 'Le 70 16.0"13.5" 4.5" 6.0" 16.0"16.0" B.0" 3.0" 4.0" 11.51,15.0" 7.5" 3.0" 4.0" 11.0" g 100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5"1 3A" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" IS.O" H 914 SMS OR#14 WOOD 43 16.0"16.0" 8.5" 10.5" L 16.0"12.5" 5.5" 7.0" 16.0"13.0" 6.5" 3.5" 5,0" 10.5" ' O _ - R SCREW WITH 1-3/4"MIN 53 16.0"]6,0" 6,5" 8.0" 16.0"16.0" 8.5" 4.0" 5.5'" 16.0"10.5" 5.5" 2.5" 4.0" 7.5" 3 THREAD PENETRATION 62 16.0"t1.5" 5.0" 7.0" 16.0"13.0" 6.5,13.s- 5.0" 10.5" M1A" 7,5" 70 16.0 9.5 4.5 6.0�' _16.0°11_0" 5.5" 3.0" 4_0_ 8.0" 10.5" S.5" 2.Si' 4.0" 7.5" 100 24.5" 5.5" 2.5" -0.0" 7.5" SO.S" S.5^ 2.5" 4.0" 7.5" 10.5" 5.5" 2.5'" 4.0" 7.5" t,9 9 r ,6'l ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK a g' �� . 4"MIN EDGE DISTANCE �.. Spans Up To 6'-0" Spans Up To 8'-3" Spans Uo To 12'-0" H G LOAD CONN TYPE CONN TYPE CONN TYPEo o o ANCHOR RRR x (pst) CS C2 C3 C4 CS C1 CZ C3 C4 CS Cf C2 C3 C4 CS a 5/16'ITW TAPCON XL W/ 43 16.0"Y6.0" 16.0"Y6.a,16.0"16.0"36.0"15.0" 16.0"16.Q"16.0"ISA" ,6 2-1/4"MIN.EMBED 53 16.0"16.0"16,0"16.0"16.0"16.0"16.0"11.01,16.0"16.0"16.0"12A" 7.5" 12.0"26.0" G k e 62 16.0"116.0" 14.0"16,0"16.0"16.0'.115.0., 9.0" 14.0"16.0"16.0"12.0" 7.5" 22.0"16.0" d 70 16.0"16.0"11.5"16.0"16.0"16.0"125" 8.0" 12_5"16.0"_16.0"22.0" 7.5" 12.6"I6.0" wgg 100 16.0"31.0" 7.5" 12,0"16.0"16,0"12.0" 7.5" 12.0"16.0" 16.0"12.0" 7.5" 12.0"16.0" ie O 5/16"ELCO ULTRACON W/ 43 16.0"moll 10.5'14.0"16.0"16,0"10,5" 6.S" 9.5" 1610"11.0" 5.5" 6.5" 9A"' Lff+tplCx7fP.Qd(L a1hWRDOPE O 2.1/4"MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5' 7.5" 13.5" 9A" 6.5': �m 61_16_0"'10.01' 6.0" 9.0" 1-6.0"]1.0"' 5.5" e.5" 9.D" 9.011 "ss" 15-2339 s x - ' 100 19 9+8.0" 5.0" _5.5'_ 6.S", 9;0" 5.5" 6.5" 9.0" 6.5" PAGE DESCRIPTIONt o o _ 2'MIN EDGE DISTANCE Ci C2 I C3 C4 I CS I CS i CZ C3 I_C4 I_CS__CI .C2_ C3_ C4 C5 #12 SMS W/2"EYEWALL 43 1.6.0"16,0" 9.5" 11.5"16.0"16.0" 14,0" 6.0"1 8.0"116.0"114.5"1 7.5" 3.5"1 5.5" 11.5" ARMOR INSERT W/2"EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.0"1 9.5 4.S" 6.5" 36.0"]].5" 6.0" 3.0" 4.5" 8.5" 62 16.0"13.0" 5.5" 7.5" 16.0"14,5" 7.S° 3.S', S:S'_ 12A_11.5" 6A" 3.0" _4.5'1 8.5" ANCHOR NOTES:SEE SHEET IJ 70 16.0"10,5 5.0" 6.5 12.5" 6.5" 3.0" 4.5" 9.0" H v 6.0" 3.Q" 4.5" 8.5" 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" 3.0"' 4.5" 8.5" 9 FOR ANCHOR NOTES.