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HomeMy WebLinkAboutProduct Approval � s s � •�. r .e.'fir k��-.I° "`y ''I� e"`' �.: � 'F I (.fi�4T��-��,,�^, BCIS Home i Log In User Registration Hot Topics'� Submit Surcharge Stats&Facts Publications '^FBC Staff BCIS SiteMapj Links Search t Product Approval sY USER:Public User ' Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL13757 R5 Application Type evision Code Version sl20.14 Application Status Approved Comments Archived Product Manufacturer town and C-ountry In us ries 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 Shlltte Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 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. W Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R5 COI Index 2.odf FL13757 R5 COI Indep 3.pdf FL13757 R5 COI Indeo.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 "LOOS ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 C , t Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Eauiv Eouiv 2 Ddf FL13757 R5 Eauiv Eouiv 3.1)d FL13757 R5 Eauiv Eouiv Ddf 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 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 Ddf span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. -ems, W37LS1q _8.S_tream,line-,Shin Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13757 R5 II Dw_a 2.0 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 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 Dwa 3 Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bernardo 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 Eva]3.1)df 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 e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do'not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Sate 6.8 STREAMLINE SHUTTER GENERAL 140TES FOR USE WITHIN AND OUTSIDE THE HVHZ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING aNo.46 CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE�B%AND INTERNATIONAL RESIDENTIAL CODE(IRC)-THIS SYSTEM UNLIMITED WIDTH MEETS MISSILE LEVEL"D"AND IN LU ES ESSENTIAL FACILITIES AS DEFINED IN STM E1996-09. QFN SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE w—',ig DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRA?k,' "' "EMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE ILITIDA RUiUDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN, >UW�Z I <6 Q,c; TESTINC.WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/EI996/E330, DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 zml.Z SAFETY FACTOR. Z a .5. - THIS SYS",EM HAS,5EEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND f T ZONAS,IN ACCORDANCE WITH ASTM 1996-09,IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW lu CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 66. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAb )URATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. 'DET FF MINE 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, B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC V, SITE, 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G�5-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THEir-APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE 2 g 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 THESTRUCTURALSUBSTRATES DETAILED HEREIN. 11. ANY 7MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL Em i DOCUMENTS. 2 z HURRICANE PROTECTION u 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. BOTTOM OFFICIAL MAY RE IRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIF.NED,DATED AND TRACK SEALED.BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE s DEVIATION'AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE 13. EACHSHU ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE' LEVEL D-ASTM E1886,E1996&E330 tl�l SHUTTER ELEVATION 7 TAS 201;202&203 N.T.S. EXTERIOR ELEV FLORIDA BUILDING CODE APPROVED TABLE 2: 14. ALL IXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.1 15.1 ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.i U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 Al IIN ALLOY. NON-HVHZ ESSENTIAL v P�7�1-j*:*;jjTTEkS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ _LL ;..",'))'.LOCK AT CENTER OR SIDE CLOSURE. FACILITIES 0?-%i�;)30TTOMOETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER Vilil!T RAC;�s MAY BE RE.,.'.0VABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS, INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS FORM Nl�2X _0SIONS MAY BE BENT TO F M A CURVE WITH A MIN.RADIUS OF 10 SPAN N INCLUDE POWDER COATING FINISH. 30ABOVE :5 30'ABOVE >30'ABOVE SHOW :5 3V ABOVE I( CONTACT WITH ALUMINUM 21, -Al I M SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 22eF� . S:fl �Y BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 2-3/8" 1-5/81, 72" 2 Jg SEALA:,,T SlI.ALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 120" 4-1/8 21. 1 1 2" 4-1/4" TABLE 1 NOTES: S. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7(8" 2" SHUTTER i)CCORDIQN SHUTTER SPAN SCHEDULE*ABOVE ARE TABLE 2 NOTES: §1 MAXIMUM ALLOWABLE DESIGN PRESSURES -DADE COUNTY AND BROWARD COUNTY FLORIDA. 8114N SCHEDULE 1. HVHZ:DEFINED AS MIAMI AT EACH RESPECTIVE SHUTTER SPAN. 2. NOW-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY 2- LINEAR INTERPOLATION BETWEEN SHUTTER FECRI"CIT.— ;,osim ' 15-2339 SPANS IS NOT PERMITTED,FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 11 D, W! DESIGN BETWEEN THOSE INDICATED ABOVE,THE ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A _5_CA_LE,___ __j P-E—L PRESSURE t DESIGN PRESSURES FOR 71 IF NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESCRIPTION: _L91 I SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL HAVE 2-7/8-MINIMUM SEPARATION FROM GLASS WHEN:;30'ABOVE GRADE,AND 1-5/8-WHEN>30' IGO ABOVE GRADE. r 3 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 3 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH AST14 40 E1996-09. PROJECTION VARIES ii NJ�J �h � 874 --ttT--- 4.874"MAX.O.11S" ?' I _T- 0.080" 7 0 0;125" 0.062' 0.450" 'o . 1.708" 0.100" j---1.830" 0.062" ry s 711"' r�nII N 7:) 7:18"10T:1d00 � 0.080" 1. 0-.0060�36" C.195 0.195" 2..820" . 0.0604 070 0.06 O 3" 1908".096" C�J•1'c jp`a1'teP�^1`a�%QD✓*'." .EgS°. o 0.6 .y N . 993 062" 3 062" 00 0.630" .60 i 3 069" -0.971 }0.97"� 0.143- L-1 ' ` 70" D. 0.630" Q u0.062" 1069- 0.062"TI200" 0.630 0.06 6W 1.069" yw006 . SUPPORT'LEG OPTIONAL 0.200" 1.D69" 4 0.062"�0' 5.745":MAX. ].069" --O.OG2" W w- m 5.745'MAX. m yS 3 y Alh.®rl� 2 BUILD OUT WALL 3 STREAMLINE CEILING TRACK ¢ STREAMLINE WALL TRACK 5 HEAV_Y_HEADER./,,SILL LITE HEADER/SILL ow SCa:r r H7i� �tZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE � CAa FPALFHaI7 SCALE:HALF SIZE a -WHERE SHOWN,SCREW 8055E5 &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874'1- 2.655" 0.875" "9 e 2.195" 2. 95 1.230" 7 O.ObO" 1.229� � w'I3 l..cLo � 7;5" 2.655" I l:l I a_.. .� n is I 1 &2.536Z�-" 4.84" ' z CO ull-l- .. .:.£ r ry I ,831" Ila N )0.105" w I M 4.510" n w1 1.069" 10.105" N ro N ry r _'\w 0.075" 0.075" :o_ 0.994"1 0.0-04" E 3 g m NOTE:TESTED THICKNESS OF g 0.781" ---� "� �-0 0 _E METAL W/O PAINT IS 0.039" s ' SILL a SILL ADAPTER EXTENDED SILL p EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM I _8 STREAMLINE SLArT%BLADE_ z� g SCALE.HALF SIZE `..f SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF S[ZE SCALE:HALF SIZE 0.477" 0510. z g 0.080" 0.590• 0.341" " &&&0.143"-{ 0.143"-�f- .06 0.070" 0.245" 0.143" 0.096" 0 0.060" T b ee .080" O.ZZ7" 6 +; 4.753" I � a.oeo^ I. 0.080° L .04 -=" '-- 0.227"J0.682" 0.630" 0.060" Cq'lWCII(FIWULBEFJUfiDOPE a.693'j 15-2339 F tLLTF;THICINESS OF BARE 2.822" �-1 625",---, F-+0.42a" SCALM (.ZETA;.:*.'i 0 PAINT IS 0.039" PAGE DESCRIPTIOM 16 `OcE :nLiNf STACK RADIUS CEILING HEADER/SILL 17 6.8 STARTER Ig WALL SILL CLIP �gb WALL SILL SCrLc:':IALF aiZ�! SCALE.HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE or y ou 1.950" 1�=ttYY(IJir_pj� •0.610" STAINLESS STEEL •260"•�--� 0^ NYLON WASHER OR ""Fip ASSEMBLY r ALUMINUM / T 0.320"0 HOLE o w S0" 0.276" 0.357" o �O �"o�w m JTSC 0 x 2.3/4"410 HT S.S.0.8E0' NYi.ONu a aREW W/TC ULTRACOTE I * 0.590.05 WHEEL i O oI?� INTOATING in 'S OFj4 D i 1.100"-i F0.240" * TRACK (TYP TOP&801-fOM) N 0.062"-��- '3�fO." O � .> 1 "---� NYLON BUSHING W1 WASHER: �i/'C(1' t'�;�6���yt'•,"+ i TYP.AT EVERY OTHER 0.750" 7/16"0 X 1/2"@ INTERIOR JOINT TOP ~O.SSQ" 0.137" ///4 ,'�U` i S'MAX. __i INSIDE JOINT ATTOP. 0.870" 7116"0 x 1"@ INTERtOR JOINT BOTTOM /// �1` CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR ANCLE I W s• �'Y"j 19 HOUSING-ZINC DICAST,POWOER COATED >U LL 22 ROLLER-ASSEMBLE 2q BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT SCALE:HALF SIZE SCgL•E,y,kiAl^"FS1Z .. OTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF SIZE SCALE:HALF SIZE R KEY/THUMB TX,RNrOPERATED INSIDE. O 3 w } 50" 23 BRASS'P SH'LOCK. W 0.2 W ;tAlEe HALF s1ZEy: '`" - o w 3 O � 1.978" 121 R0,500" 4.000" 0.236" 1.742" 0.2861- 0150011 .286" 0.500" 1.710" 1,224" 0.267" g o.6z3" ,/•� 0.531" 0.531" 0.790" tl.319" 6y n ni (� 0,064" M no "0.284" `-6' ci 5 2.250"•-- 0.09 rn io ,'126to 0.250' o p w `-• 0.607" 0.607" rn w'GS 0.118" �-0.224" 0.239" {- `v v°'i, n nw• m n vim" ry ley K$ o` 1' ff " 2.000" 0.060" 2.750 0.496" 0.240" D !� � 27 RAINGUARD 2g DECORATIVE FLOOR TRACK 3.476^ 1 z m 0.160 y - • 0.222" 0.240" \d m ¢w SCALE:HALF SIZE SCALE:HALF SIZE 1.001 0.062" y r 0.062" �-0.062" -0.176" v a g 3p t7NiMATE}kOGt{ 31 MALE BOX CENTER, 32 FEMALE BOX CENTER @ 8 SCALE9LF_SIZE SCALE:HALF SIZE SCALE:HALF SIZE p - J z� -14-0.062" a a S 5.500"x 13116"WIDE }--}•0'400" .92.92 a ri 7/16"0 STAINLESS a: o A (367" �-�-� STEEL NUT 30 0 " 0.438" 0.188" 5/16-18x1 MACHINE SCREW L nP• 5/16"0 INTERNAL STAINLESS STEEL n N 0.121" 8 �-- 4.500"^---� 0.689" POWDER COATED ZINC DIE-CAST THREAD n w a - .% SECTION A HEAD STYLE VARIES �^ 0 3 a a 1.050^1 SECT MODEL zoza 36 7�LOCKADAP�TERa 37 T-SCREW INSERT 3g THUMB SCREW Q83 8� INDU•3TR14�LL^SYSTEMS �GFt•)IDNAL�L„` SCALE:FULL SIZE SCALE:FULL SIZE o G.z54" 400 40b 40c 5 u YS . { \J BOX LOCK SCALE:HALF SIZE ry �0 319 �� STRIP i" e \-� SCALE=HALF SIZE i-. 2•• & 3" EXT 2.000" 1.G25I - -0,125" 0.125" ijso�5 ? SCALE: HALF SIZE - 0.050" 0.093" d 0.12.5" f` o o 0.12$" CC1:''(W'GNFFRNU(L AE181WIx1PF. o 0.250" a `i"' D.OBS" m 0.093" 15-2339 ----------- SCAM- PAGE CALECPAGF DFSCR3P77ON: �• r ,-.-� TOGO"_._._ --� I ya�" .�-;.,,,� ov ?R 21(g.2� 1 UpdGLE 20 AIT1 MEND STRIP SCALE: ANGLE 25 2"x3"x0.125" ANGLE �9 � SCALE,HALFJSIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALEi HALF SIZE E=s---=•'- '""`"` - . (}C ! ANY 6."JC?]R?E22,:NCHWk. � EDGE DIST. 9CY.EDULc 0 1w D.C. EXISTING DIST. GLAZING SEE END STRIP SPAN WHE FOR A .ANGLE EMBED u�o SPAN WHEN US] �•'� - �} ¢ LEG D RECSTON d P 20,40a,40b OR c, "+ " II II C9 4a ti 1/4" OR 6.8 STARTER T� EMBED, 17. .= h (INTERIOR) z< WITH 21 OR 25. E6� m^ � .. 17Mp � t7 p+• Sq `_.e� �:�, MIN,0.062"THICK 6063-T6 ALUM. 21 25 5�� 1 �' ' 30 ANGLE 1 x 1"MIN.TO 2:'x 5"MAX. �� /hj• b L�1,7`? N1-L._ - a f i —_`j J_%\ ( � ERSED) {FASTEN ANGLE TO TRACK W/ 2 —x"—1 't" j CO)RNERx TOP&EWS ATBOTTOM•AND Q C. V, a. �— -•ll':l ANY ANCHOR PER ANCHOR-, g I." III gS-HEDiVLE^29.510 10 L.. ';,T...,. AT`SACH`'[O 6.0 START W/ 4 ,/ 13 t34 #12 x 1/2"GALVANIZED OR Z 1 13 LVANIZED OR S.S,SMS, S,S.SMS,3/16"0 ALUM.POP W N�� 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4.20 MACHINE w i 6.eo {TYPJ i ALTERNATE END STRIP DETAIL DOLT&NUT @ 18"W.C. In �3 USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @SII"O.C. M 3 WITH 6.8 STARTER AND ANGLE (EXTERIOR) 5/16-18 TkiUMD SCREW INTO THREADED ANY TRACK W/ o uW3`I INSERT{37 AT 1/3 SPAN TO 2/3 SPAN' SCALE:3".1'-0' W SCREW BOSSES. .+O FRO B) OM OFSHUTTER.RECEIVING END STRIP SCHEDULE a TYPICAL FLAK VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO p F I SPAN SCALE:3"=1'-0" Y"HEIGHT, 1"BJO(2.7') 62 08, m 72 " 2 944" M o USE(1)GRASS IHUM LOCK 1 65" OR{t)>r16-7l THUMB LOCKING DETAILS FOR 2^BIp 3,7 62 95" FFM STRIP wui T,IiRE¢.D_{OI CENTER MATES ( 72 88" SCHEDULE FOR MAX, wT3 ` INSERT(371 f?:3 ® g PAN WHEN USING •TO.2t3 S1'AA.FJiO.i ._ SHOWN TA RANDOM S rG'p BOTTOM.CF xHU"TTER. 0"B1�4.7') 2 86" 20,40a,40b OR 40C, �. �C>� .a r DETAILS 0 a RECEIVING HE,I,E.SaI.LI_'B� Li�._ \ 82 74" �t- I M 372"MAX W. CII. )p T[i �'"'�i SJ4" OR 6.8 ORT2S. r s p m i"HEIGHT.,+,ry ✓ /�di•--_` 1 ALT.1"0/0 6& 710"OZI - MAX. WITH 21 OR p y o =t l//1i �,,t 1. ._.••� (2.7') 7 95:L- :1,. 5" 112 81� 40 0.0 USE APPROPRIATE -s STARTER STRIP TO o -1i� p� 1.5"X3" 45 93" 40 20 pROVIOE CLOSURE _ w a 13 ( rOR x0.093" 57 83, BUILDING CONDITIONS, m 3 2I 81 FASTEN 6 STARTER STRIP o g ' J 70 75" TO TRACK W/{2)1110x1" B (INSIDE) 7 -53"- SCREWS AT CORNER,TOP ' 2 tea" ALTERNATE END STRIP DETAIL &eo"rTDM. 123" SCALE,3"=1'-0" ANY TRACK W/SCREW y L•�6 520" BOSSES. 116" 70 111" 109" LL '! Sr G. f FOR GREATER SPANS OR LOADS THAN Lit SHOWN IN END STAID SCHEDULE,END STRIPS REQUIRE A I'XI-.090"CLIP ANGLE q�I1a MID SPAN USING AIf7A11110RDN THE EXISTING GLASS ❑�)?,.o Z ANCHOR SCHEDULE G#14x3/4'TEK g77�� SCREW OR IM-20 DOLT TO END STRIP. of g6� - 30 U70 )BRASS PUSH LOCKfINSIDE)USE(1)BRASS PUSH LOCK 5/16-18 THUMB1OR(1)5/16-10 THUMB 13 O THREADED SC EWI 0THREADED 31 AT 1/3 SPAN SILLtNSRERT 7 AT 1/3 SPAN ffi3 AN FHi ROMTO2/ NFM OF SHUTTER "C 5 "- BOTTOM OF SHUTTER. OUTSIDE} R 9 RECEIVING HOLE SHALL BE 3/8"MAX WIDTH,UP T d oY 1"HEIGHT. 23 T}`P-CAL OU=SIDE CORNER CLOSURE L1 DLTP.ILS WO/CORNER POST f NT'G ...\ ... 13 30 CQP4WHI FRAILXI.2EA7VW10PF. 13 3? 2 t5 t3 23 (OUTSIDE} 15-2339 u SILL USE(I)BOX LOCK AT 1/3 SCALE: SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION; moi' N BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE F -i' (92DETAILSWO/CORNER POST MULTIPLE SHUTTER ASSEMBLY NTS ER SCALE:3"s 1'-0" d C1 CONNECTION TYPE jj REFERENCE ANCHOR EXISTING HOST'"♦ F, SPAt MG E FOR MAX. STRUCTURE C1 CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 112" W/NUT @ 12"O.C.OR c / \ SCHEDULE FOR MAX. #14 SMS @ 6"O.C. *' SPACING 1/2" (TYP:'TOP&BOTTOM) a �1 2 FASTENERS ALUM. TUBE j y `tI�vt". .. EACH ANGLE 6063-T8 ALLOY r 1 �� 5[�OR�OR SEE TABLE A FOR SIZE. _�. q_ �3 J q// �y wo OR 6 z� "UA tr I ALTERNATE THRU BOLT -O �1 3: °•8 1"x2"x1/8" Z 3:" .OR 2•'x 2"x 1/B" I " C1 CONNECTION TYPE a,°„ (� j U F REFERENCE ANCHOR MR GLASS ¢ r <" `�a 0 SCHEDULE FOR MAX. pER T�ABLE2 13 t- '� r51n1 i� a U ALUM.ANGLE 'A Z€y, 5w° 13 SPACING i�,W[1 THREE 3/15"0 ALUM. ° I rt iI =4 Q POP RIVETS OR 13 GLASS tr w w n b THREE#12 SMS,TYP. 0 _ 1T !!! \ OR DQOR—'t X va]n F, N P y 5� 3/16"aa ALUM.POP .t I / u <x w o w�. .N to RIVET D.C.#125M5 L ' )F'". 50 60R 18" .0 (TYP.) = TABLE A{t.3} ��;. - / � a € z PR°S�UAE VS ALLOO+ABLE LENGTH MAY USE MALE OR ----, L0 1A \ N 2"x2'Xl/8" 3'0"4/8' O^ �n PS No 5!"0 Ne Bio FEMALE LOEK-SLAT w o t M A LLI 1/4"MAX.FROM PIN ^0 62 130" 188" 13 �a: ALTERNATE THRU BOLT ti C5 CONNECTION TYPE C1 CONNECTION TYPE GUIDE TO BUSHING R 72 124" 174" CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR I��' WASHER(TYP.) ws epi. 82 119' 172" NTS- SCHEQULE FOR MAX. SCHEDULE FOR MAX. d 92 114" 165" `T SPACING IL_--J I/ 14x3/4"SMS(la 9"O.C. 102 110" 160' '- ANGLE TO TUBE CONNECTION 120 104" 197" J 2"%2"X.125" O;n 3 K nt T 150 g7^ 33P - TABLE B(CC4) EXISTING HOST EMBED. 6063-76 ALUM.TUBE 4 z_ m - STRUCTURE m<Z zoo 66" 114" PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE o U a 2"X2"xiJB" 3'x3"xLf(,% EDGE DISTANCE REFERENCE ANCHOR m p PSF WITH ej0 WITH 9/O SCHEDULE FOR MAX. SPACING 62 iia" 166" FASTENER(e1 18"D.C. ALTERNATE BUILD OUT MOUNT SECTION n1571, for 1571, rtis o m E ANY ANCHOR SHOWN a >� ' 82 187" 14r IN ANCHOR SCHEDULE). SCALE e 3"=T-0" " 92 95' 139" ' 102 90' 132' s ! ]20 83" 12V Z F _ 150 79" 109' h w 2"x 2"x _ ,T'.• _?:1L rTVE$�R{)1=SMS ALUM.TUBE TYP. 6 EPARATSON 13 Z w S o k1 a v g'€ 1ir'.O,f: i.bt:'1L.-«� z w w a ' 17 F PER TABLE CI v1 '� 3/16"�ALUM.POP S GLASS 2 X 0 Z Of a hL�V 'TUt3E".v t RIVET OR#12 SMS j ~ OR DOOR d C,a F Q s� r Y.. mii Tv PJ�OY J lal 18"O.C.(TYP.) u. ' ), 2"x5"x118" tafi 2 FASTENERS x CONTINUOUS o * -r EACH ANGLE ALUMINUM ANGLE ' OPTIONAL ANGLE INSIDE 316 a - THREE 3/16"N ALUM. ggg APsiq,: T R�! -o POP RIVETS OR 17 ORIENTATION TYP. 17 m 6s J RV THREE H12 SMS,TYP. E d G € ,� 2"'x 11B" W REFERENCE &? L r OR 2"x 2"x 1/8" EO Q "4 ALUM.ANGLE SCHEDULE FOR MAX. a„b a E i' U�E'F1ALE OR FEMALE SPACING OOPYp.Y.Hi FRVIXLBE1dUR00PF. !cOCk-sL,AT EXISTING CONCRETE, 13 13 BLOCK OR WOOD FRAMING 15-2339 ..-I. SCALE: _ (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGE DEBCRIPRONI § 612 x 1/2"GALVANIZED SCALE 3 1'-0" OR S.S.SMS,3/16"m ALUM. v99 +"i"OR1�ER CLOSURE DETAILS POP RIVET,OR /4-2o SIDE CLOSURE OPTIONS 1.5. MACHINE BOLT&NUT SCALE,3"=1'-0" (aY 18"D.C. C5 CONNECTION TYPE .. REFERENCE ANCHOR EXISTING •! z w SCHEDULE FOR MAX. STRUCTURE 2 a SPACING - S"MAX. GLASS a a w, CLASS Cl CONNECTION TYPE 1/4-20 MACHINE BOLT OR DOOR wow v OR DOOR w , REFERENCE ANCHOR 19 WJNU7 @ 12"O.C.OR F w M Y r w 7❑ SCHEDULE FOR MAX. #14 SMS @ 6"O,C. , w w SPACING 1/2'��(TYP.TOP&BOTTOM) TA Tbgf� ,MR 13 (/I N J GLASS N F'z N Pt /2" •• o.�,' (4a 1/4"-20 THRU BOLT W/ CiASS X �y EPARA710N z O Z tQ- w ,1}h' z ¢=a Q #14 x 1!2"5M5 @ 12"O.C. PER 7C F' LOCK NUT @ 12"O.C.OR '�aRA1i E r of r OR 3/16"6 ALUM,POP ¢ Q o m 5 OR 6 OR/ 12 z 112"SMS 12"O.C.E.S. PER F- TABLE 2 L a w D gOft(b.�� ) w t. �0 TABLE 2 Z P' RIVETS @ 6"O.C. OR 1/4"6 :n �'1 a`1N a`„3 OR 3/.16"u+ALUM.POP w o ALUM,POP RIVETS @ 12"O.C. Q a `�IIB 2 X 2 RIVETS .6"OX. E.S. J X � - w rn =i R 1/4"0 ALU POP RIVETS / \ it AND L:./ MN,GLASS a Fr- u Q Q 12"O.C.M.E.S, 1/4"MAX.FROM PIN w o o m Z o @ ASSEMBLY SEPARATION 13 F- 1/4"MAX.FROM PIN UID TO BUS 1NG t-�=❑'" z U!ii — i/2"TYP. PER TABLE 2 m a- NOR 33 �9 AND 1�0, GUIDE 70 BUSHING WASHER iTYP.) 11, 20< ASSEMBLY WASHER(TYP,) w GLA55 "tiZwm wW w C / 1/2" 'V2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR ODOR— z o Z I- vii�' 3 Q : d BLOCK OR WOOD FRAMING REFERENCE ANCHOR a a 4 o w O1. i wo / EDGE SCHEDULE FOR MAX. Y [A ti p w 4 CONNECTION TYPE OiST. SPACING ` / EDGE REFERENCE ANCHOR Q a SCHEDULE FOR MAX. DIS SPACING AS SHOWN w hri m \L' 3 CONNECTION TYPE IN DIAGRAM ON PG.9 p (-5).0R 6 OR REFERENCE ANCHOR EXISTING CONCRETE, w o v'3 O 6 ]!4"MAX.FROM PIN LL SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING " ku' 7 SPACING.AIT.FASTENER / GUIDE R BUSHING C1 CONNECTION TYPELOCATION.FRONT AND REFERENCE ANCHORWASHER ITYP,)1/4"MAX.FROMBACK ANCHORS NOT REO'D ( INSIDE MOUNT SECTION SCHEDULE FOR MAX.PINGUIDETO WITH THIS LOCATION `✓ SCALE:3"m 1'-0" SPACING RUSHING WASHER REERENCEpANCHORtTYF.) INSIDE MOUNT SECTION SCHEDULE FOR MAX.SCALE 3"=1'-0" EXISTING CONCRETE, SPACING _BLOCK Oft WOOD FRAM! EMBED. Z*g CD BUILD OUT MOUNT SECTION o —�" TYP, BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" w s BLOCK OR WOOD FRAMING L••--�"'"' ZED E ISTEXISTING STRUCTURE q? NOTE:FOR DETAILS AYB,D,AND E ON THIS SHEET, 4 CONNECTION TYPE EMBED. THE BASE TRACE(MAY BE INSTALLED IN SECTIONS d REFERENCE ANCHORSwC'QNNECTIOF. 'TYP.E '►.� o WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. REFEF{ENCE"ANMR" Q A MINIMUM OF TWO SETS OF ANCHORS AND ISA m SPACING SCHEDULE FOR MAX, MINIMUM OF'12"LONG.THE SILL OR CEILING TRACKSPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 OVER.THE GAPS BETWEEN SECTIONS. t,�yRO F a 19 r _N R CLASS a r J w ❑ a MN o IAww wwrJ+- o$i a..." OR DOOR GLASS 13 ti --effi�d$g : EPARATI 012 x 1/2"SMS @ w O.C,O3/56" ALUM, PER Z 13Na w MAN g e I_.w77 POP RIVETS @6"D.C. TABLE2 7C ❑ZI- GLASS OR MR GLA Z=ZUJ gi Sg ~ a w m OR i/4"6 ALUM.POP d o Q DOOR— r7❑v 4 mX MN GLASS 73 =H Z u m RIVETS @ 12"O.C. E � PER TABLE 2 X w K Z h I x r �I @� SEPARATION w o Q 7-'o aQ 5 ® PER TABLE IwX.Z( Q7 ANDQ 1/4"MAX.FROM PIN SCREW 8.NUT MACHIN vdai ASSEMBLY 1/2" 1/2" GUIDE TO BUSHING Q ¢ 31 12"D.C. TYP. WASHER(TYP.) (� iw7 GLA55 �c w ❑ to 1/4"MAX.FROM PIN OR POOR �- II 1/4"MAX.AXFROM PIN -:�'�"'.'%>°'w'° GUIDE TO BUSHING '. _ -�`-'! 4GUIDH TO BUSHING w 4 CON-TYf?E-;;-` 1/2"�� ggg REFERENCE ANCHOR '�''� WASHER(TYP.) „tl�n .ai X I c WASHER RY.PJ EDGE CCMNdifiPJNKL A0E14¢DO P.E. Q S 6 EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. -^,-->— cv Z m BLOCK OR WOOD SPACING AS SHOWN, 2 COhiNECT10N'TYE;E� 15-2339 EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 V`REFERENCEVANCHOR-'^: OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE: - ”x 3"x tf4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING PAGE DESCRIPTIO •, 063-T1 ALUM:ANGLE REFERENCE ANCHOR D.C.OR 3/16"6 ALUM. SPACING.ALT,FASTENER EXISTING CONCRETE, ,. M SCHEpULE FOR MAX. @ LOCATION.FRONT AND BLOCK OR WOOD FRAMING III+ MAY BE REVERSED' POP RIVETS 6"D.C. BACK ANCHORS NOT REQ O S SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION o�19 RIVETS Ca 12"O.C. p WALL MOUNT SECTION E CEILING INSIDE MOUNT 5ECTION—�. VJA1L ,6UiLDOUT ' O SCALE,3.'=1,_0., .' GA:L°E�'3°E�'3 .1':i0.,n.�. `` Y-Sl:. -+'1 N''"^ Y;`•"�"./ SCALE. v, :MN 13ASS 1jDEtl IYI /�»RPO,P.E OR D OR- � PER 1'AHtE Z 13°a o aaw `� __ I FUN DOORS OR �3 F- z w< GLASS OR 4• ( vtW CL 0001 MN,GLASS X V)N SEPARATION *1 x Q S W MR GLASS 0:1 PER TABLE 2 .Cl•, A viv FSEPARATIONFZ f- PER TABLE 2 N ' 1 1 n ._' S Z �t1 /2" 13 QwJ aOW 13 Zo� 0 QWZ 1/4"MAX.FROM PIN GUIDE E u d Cl CONNECTION TYPE Q a^ •-7 y+A_-W Y8 u Q REFERENCE ANCHOR f U z Z n q . TO BUSHING WASHER ITYP.) Q M SCHEDULE FOR MAX, u 9 S,3 SPACING Q 'S m I Tl 0 1/4"0 WOOD 250" _ x t i I LAG SCREWS H 24^ C4 CONNECTION TYPE '1 j •250•• N o a 3 z D.C.MAX.WITH 2" REFERENCE ANCHOR e.g t THREADED PENETRATION "T"INTO CENTER OF 2X STUDS SPAC NG SCHEDULE FOR MAX. /�t-: 1 X61 ell- EMN."'T' .` .411,SMS @ MIDSPAN BETWEEN JE E Q \l STUDS FOR TRACK TO 1"x„4” J� S W PLYttOOi)8. TUBE CONNECTION - / EXISTING HOST STRUCTURE m Sl"U'.CO FIN!Sli—' 1"x 4'•x.125" S 6063-T6 ALUM.TUBE r 4 THIS QETAIL TO BE USED WHEN STUD SPACING nN DECORATIVE FLOOR TRACK DETAIL Q WALL MOUNT SILL DETAIL �w EXCEEDS THE MAX,ALLOWABLE ANCHOR SPACING. SCALE,3"«1'-0" SCALE,3"=t'-0" a'� - l�tiim Q WALL MOUNT SECTION THIS DETAIL MAY � a m J, SCALE.3"=1'-0" ALSO BE USED p�gg z ro s AT TOP ��. w D � D ACCORDION SHUTTER 'E 3 s a PER PRODUCT APPROVAL IW- o —GLASS w ' a� 'D SEPARATION MR SLABS OR DOOR a v ° —13 a B APPLICABLE AT TOP N Z PER TABCE2 N n EXISTING WOOD(G=0.421 ` X Z TRUSS OR RAFTER {rte .i AND%OR BOTTOM Q 4 X Q @ 24"MAX.Q.C. W3' - v to £ vi EXISTING FINISMATERIAL1/Y'MN.. Tt4"MAX.FROM PIN GUIDE 2"x 5'"x 1/8"6063=T6TO BUSHING WASHER(TYP,) ALUM.ANGLE W/THREE m is a I UtITt•.',;;�•5 OR - 2,175"� t�IOtiS 6 1/4"TILE(TYP.) 1/4"0WOODLAG '604!-T6 AL:+atit1;;71 APiCdLE +t FINISH MATERIAL SCREWS WITH 2-3/4"1 MINIMUM THREADEDpq I _, 3/4"PLYWOOD pENETR."T"IN WOOD @ 5 6If. . 6061-T6 ALUM TRACK X '' EACH RAFTER OF TRUSS, r —'1/4"m A325 GRADE THRU BOLT @ 7"O.C. ¢ l�� � in (� �/ X' FATTENED TO ANGLE WITH 1/4 110 -20 it f ji%% MACHINE SCREWS AT 3"FROM ENDS OR 5/16"0 A32S GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHERE tr GALV.OR B.S. ANGLE EXTENDS BEYOND ^5 l ��,5._•r,,;.L`,; :',:.;.+, AND 9"O.C.FOR THE BALANCE f 'I'v LAST TRUSS MORE THAN- cE 'a 1 �— 1/4"N ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO d r 1•':f''' I 5"O.C.W/1-1/4"MIN.EMB. rW-w g�•y EXISTING CONCRETE HOST *g� i •-••'t r!I++ --i S7RUCRIRE(3000 PS!MIN) OR t14"SD LAO SCREW @ 9"O.C.W/1-7/8" NEXT TRUSS. ^' 'il'S'�7!i;4A0 A7 5'-0"MAIC SPAN: MIN.EMB. IN WOOD SG-0.42,TO 0,55. Fes-m m m _�� ,,.}:•f "- b2 P.S,F. EXISTING CONCRETE, :7 uIt 5 L'I a � F.. HOLLOW BLOCK OR '{, rA F z u m z S 03 ,R "_DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.5EE IO O Q C0MMf RML.WORM PF• °r'F"!LG tY'I'. `IL" 2"x 5"x 1/0"CONT, yi Z o Z F -��`__..x 52 P.S.F� ANCHOR SCHED. •'` ALUM.ANGLE(60b3-T6) Q w m Q 55-2339 ,, BASED ON TYPE OF J o a D(UT MOUNT STRUCTURE u N SCALE! At.,';0,TS'� (MAX.DESIGN LOAD#72 P.S.F,I Q PAGE DESCRIPTION' PASS THRU DETAIL r$ Hb SCALE.3"«1'-0•• /";1 TRUSS MOUNT SECTION SCALE,3"=1'-O" tN � EXISTING HOST ALT.LEG DIRECTIONSTRUCTURE D SET ANCHORS WITH 7/8-MIN EMBEDL IN OCONCETTEINTS SOR HOLLOW BLLOCK,3 MNIMUM12"MIN FROM EDGE OF ACCORDION ROUND WINDOW EDGE OF SHUTTER, SHUTTER BLADES 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCEASSEMBLY AX 2 6063-T6 ALUMINUMTOP OR BOTTOM ��ANGLES PER BEAM END,SIZE .S ' 112" PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER �o ACCESS 1104E DESIGN SCHEDULE , 13',, EDGE OF ACCORDION z z 114-20 MACHINE BOLT W/NUT @ -:^Q'• '(�'I4 SHUTTER BLADES m a 12"O.0 OR#14 x 3/4"SMS 6"O.C. 3.5"MIN,. .y��',"��L`• \`� .TYPICAL __ 1/2"MAX. 5 6 _ I; r ANCHOR SCHEDULE: CONCRETE oli, P.E. --- N , .fi Spans Up To G^0" Xnso' Soans Up 70 12{�" •t!`t�t4 '�`� COAD COHbbTYPE. CONtjlyyP C4 CONN TYPE Cl C2 C3 C4 CS Cl - &-Sar CS C2 I C3 I C4 CS 1 CO. C•; 43 16.0"16.0"15.0"16A"160"16.0"161' 9.0" 13,0"'16tp'16.0" 9.5" 5.5" 8.5" 14.5" ". 53 16,0"16.0"10.5"14_5' M. 16.0"12.0' 70" 10.5" 6.0'15.01, 7.5"14.511 7.5" 10.5' Q ¢" 3LbCOS- 52 ,16.0"16.0"8:5" 12.5"16.8"16.0" 9.5" 5.5" 8S" 15.0"15.0" 7.5" 4.5"- b5" 10.5" +"" FN •"V I 70_16.0"13.0" 7.0" 11A" 16A"15.5" 8.0" 5.0" 7.5" 11,5"15.0" 7,5" 4.5" 7.5'• 10.5" COMBINATION '�,�. Of oRwl_ S&0 15.0" 7.5 4.5" ).5",10.5"15.0 7.5 4.5•' 7.S" 10.5"15.0" 7.5" 4.5" 7.5"' SCS' 2 x S ITYP.I 9 / f0 COMBINATION hA11``41.LF.;1(Utd MiUFi.:T 43 15.0"16.0"15.0"16.0"160"16.tl"16.0" 9.0" f3.5" 16.0"16.0 8.5" 5.5" 9.0" 13.5" 4r WSWRF 1-3/4"EMBED(3275pst 53 L6 0"1&0'11,0"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0"53.5" 7.0" 4.5" 7:5" . a e 3 IM:r. ONCAETEJ 62 160"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 � �U�W 7U 10.0 12.0' 7.0" 11.0"16.0"14,0" 7,0' 4.5" 80 10.5"13.5"_7.O- 4.S" 7.5" 9.5" 'n Q Q t2. 208. 13s" 7A" 4.5" 7.5" 9.S" 13.5" 7.0" 4.S" 7,5 9,5" 13.5" 7,0" 4.5" 7.5" 9.5" Z r� W u llpr F.LCO CRETIEFLEXSS4 43 16.0"16.0"16.0"16.0"16.0,I6�0"16.0"13.5"16.0"16.0"16.0"12.5" 8.0" 13.0"1&0" t x S 7YP. 2 x 5 YP. N s qq 1 z Ni 2"EM£SD(3350ps?}tiN, 53 16,0"16.0"16.0"16,0"16.0"16.0"16.0"10.0"15.5"16,0"56.0"10.0" 6.5" 11.0"14.0" W W M u w .CONC) 6t 16.0" _1212^5"f6.0" 160"16.0"12.5" 8.0 13Y0"16.0 16.0"10.0" 6.5" 13.0"14.0" 3(y"-- ' ' itatl+y 70 26.0"26.0"50.5"16.0"16.0"26.0"10.5" 7.0 iL5"SS,O"16,0"i0.0" 6.5" 11.0"39.01, to W 100 36.0"10.0" 6.5" 11.0"14,0"16.0"10.0" 6.5 11.0 14.0 16.0 50,0" 6.5"111.0"14.0" z 10 to•- L'MIN EDGE DISTANCE NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING. "O a ct C2 C3 Ca Cs Cl C2 C3 Cq C5 Cl C2 a c4 Cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1l4"ITW 7APCCN OR CICO 43 16 0"ibE 7.5" 8.0" Sfi.O"16.0"16,0" 5.0" 5.5" 16.0"160" 9.0" 3.0" 4.0" 540" ULTRACO:4 WITH 1-314" 53 16.0"16.0 5.5" 6.5" 16,0"16.0"12.0" 4,5" 16,0"14.5"_7.5" ,30.0" - C2 CONNECTION TYPE USING PIECE © WITH OUTSIDE N ANCHORS ONLY , EMBED(3192ps1 MIN CONC} .62 16.0"55.5" 4,5" 5.5" 36.0"16:0" 4.0" 4.0" 54.5"14.5" ].5" 10.0" - C4 CONNECTION TYPE USING PIECE WITH M . 70_16.0"125 49150 160"150 75" 11.0"Sas• 7.5" 10.0" OUTSIDE ANCHORS ONLY 10.0'14.5" 7.5" /f l0A" IJ4"MILLENIUM i41LLFA5T 43 16,01,16 0 li 0"13 5 16 0'16 0 13 0" 6.S" 9.5" 16,0"13.0' 7.0' 4.0" 6.5" 10.5" yj WITH 1.3/4"EMBED(3275ps1 93 76.0 16.0" 8.G" 11.0"16,0"I6i0" 9.0" S.b" 7.5" 16.0"10.5" S.5'/ 5.5" 7,5" ANCHOR NOTES: _56 5 6 d MIN CONCRETE) 52 36.0"155" 5.0" 9,0'16.0"13.5"7.0" 4.b" 6,5" itA"10.5" 7.5^ 1, SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING c7 70 16.0" 9.5" 5.5" 0.0" 16.0"11.5" 5,5" S.S" 8.5" 10.5" 5.5" 5.5" 7.5" Na$ M ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 100 20.5" 5.5" 5.5" 7.5" iD.S' S.5" 5.5" N.. 10.5" S.S" 5.5" 7.5" LIMITED 70 THOSE SHOWN IN TABLE 1(Pg 1). F��i�l 0'�°a M y 1-1/4-MIN EDGE DISTANCE P� 1/4"ALL-POINTS SOLD-SET ' J" 2 b>s1 Ou ANCHOR WJ 7/8"EMBED& Cl C2 Ci C4 C5 C1 C2 C3 C4 C5 Cl C2 C3 C4 C5 2. ENTER ANCHOR SCHEDULE BASED E. THE T DESIGN STRUCTURE MATERIAL, ���""" _bl<q w - - ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-20 SS MACHINE SCREW 43 16.0"16.0+' 8.5" f0.5"16.0"16.0"1_2.0 5.5 7.S" IbA"12.5" 6.5" 3.0" S.0" 10.0" EQQ%ALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m n (3000p51 MIN CONC) 53 56 0^.0"15.0" 6.5" 8.0 Ib.O"16. 8.5" 4;0" b.0" 55.5"10.0" 5.0"r/ 4.0" 7.0" THANOR EQUAL TO SHUTTER SPAN. 62 16.0"11.0" 5.0" 7 0" 16.0"125". 6.5" 3.3" 5.0" 10.0"10.0•' 5.0" 4.0" 7.0•' -Y--"''•}(� O O 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. l.� + 70 16.D" 9.0" 5" "' 4.5 6:D" 16.0 10, 7A / 3 5 C'g 100 10.0" 5.0" 4:0" 7:0" 10.0" 5.0" a.0" 7.0" 10.0" 5.0" 4.0" 7,0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE ? -- - - BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER e 14- 3'3"MIN EDGE DISTANCE _ __ ANCHORTYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE -°„ EMBEDa, Cl C2 C3. 84 CS Cl C2 C3 -41C CS _Cl C2 C3 Cq C5 CONNECTION. PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1;G 55]ACHINE SCREW 43 16 0"16 0 I6 0'16.0 16.0'16.0"16.0"13.5 '' 16.0"16.0"ILL' 7.0" SSA"16.0" CONNECTION TYPE. (3000psI MtDI CONC 59 16.0 i6 0 13 S'16.0"16.0"36.01,14.0"8.5" 13.5 160"16.0" 8.5" S.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE « 62 16.0"IS.0" 16.0"16.0 16.0 11.0" 7.0" 11.0"16.0"16.0"16.5" 5.5" 9.5" 12.0" ONLY. - 70 16.0^ISA^ 16.0"16.0"19.0" 6.0"110.0"13,0"16,0" 8,5" 5.5•' 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED - 100 16.0" 8.5" SS' 9.5" 12.0"36,01, 8.5" 5.S" 9,5" 12.6"16.0" B.S. 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT IJo^`WDN.!cR5 55 DROP-IN 2.5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER v j„ " il,-1,4295$OS4T AND. C] Cd C3 04 CS Cl C2 W C4 CS Cl C2 C3 C4 CS o 12"'1;9cEC(`sDD01s?.MIN 43- t6.0"16,01,14.0"716.0"16.0"16.0"14.0" 8.0 12.5 16,0"14.0" 7S" 5,0'• 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS w�• I V"!I) 53 iG.O"16.0" 9.5" 14.0"16.0"16.0" 9.5° 6^0" 10.01,16.0 11.5" 6.0" 4,0" 7,0" 8,0" VgRY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING S y1g 1111 I ---- MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD SS ACCEPTABLE ONLY FOR `( € 2. 16,0"12.5" 7,5" 52.0"16.0"14.5 7.5" S,W' 8.5 52.5 11.5 6.D" 4.0" 7.0"' 8.0" L'70 16,6"10.0" 6.5" 10.5"16.0"12.0" 6.0" 4.0" 7.S" 9.b" 11.5 6X" 4.0" 7.0" 8.0'• SIDE CLO PIECES. ' 6e i 1B0 Li.SS' 6.0^ 40" 70" a0" ILS" 6.0 4.0 7.0 8.0 11.5 6.0 40" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER o v �,•a' } --- - SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4" MIN.}WOOD STUD,3/4" 14111 v "0'",S DROP-1W ._-.. ,. ,_. 3d/2"MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL g 8 I'/.: 3RER5 55 .-.. .-. 445 'o IT AND C1 C2.(-C3 C4 CS CS C2 C3 C4 CS Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. b45 1 h..1 6.. Ojsf MIN 43 L6.0"16.0"15.0"16.0"Sfi.O' 16.0"14.5' 9.0" 33.5"16,0"15.0" 7.5" 5,0" 9,0" 12.0" !. rCC,N[i 53 16.0"16.0"SO_5•'15.0"k6.o"k6.0"10.0" 6.5" 1o.S"56.0"12.0" 6.0" 4.0" 7.5" BSS, 9. MACHINE SCREWS SHALL HAVE MINIMUM OF SjZ"ENGAGEMENT OF THREADS IN a$5 ( _ _ - _ BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFERg } I 62 4b.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" B.5" HEAD(SIDEWALK BOLT),U.O.N, d 6 'S q a'P"t"-"" •70 15.0"10:5"'7 D" 13.0"16.0"12.5" 6.5" 4.5" B.D" 4.5" 22.0" 6.0" 4.0" 7.5" 8.5" w" w DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. - 4 100 12.W b.0" 4.D" 7.1.111.11, 12.0" 6.0•' 4.0" 7.5•' 8.5" 120" 6.0" 4.0'• 7.5" 8.5" gg >i .' i� •' `. 2'MIN EDGE DISTANCE # DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, °e x1 rSNr "E"EiV.-LLC rUT OR WASHER WINGNUT, C_ C c3--C4 C5 ClCS C2 C3 C4 CS ClCL C2 C3 Ca C5 C0PMGWFR&%L8WMW0P.E AF O In5KR7 W/2"EMBED 1 43 16.0"16.0"!!15"14_0"16.0"16.0"16.0"17.5" 10.0" 16.0"16.0" 9.0 4.5" 6.4_13 5" Oif. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, 15-2338 (2'•Cpai 711.1 C74+C) K" 16.0"1,6.0" 8.5" 11.0"16.0"16.0"111.5' 5.5" 8.0" 16,0"14.0" 70" 3,5'• 5.5' h' I Bz 16:0"35.01' LO" 9.5" 16.0"16.0" 9.0" 4.5" 6,5" 14.0"14.0" 7,0" 3.5" 5.5" 10.0'; 12, WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO SCALEF r j 70 16.0"12.0" "6.0 80" " "16.0 14.5 75•' 4.0 6.0 10.5 14,0" 7.0" " ' "3.55.510.0DRILL INTO HOLLOW NOR SHOULD IMPACT ORALS BE USED TO INSTALL PAGE OEGCRSpTION: ' " " " CONCRETE SCREWS TOO HOLLOW BLOCK f 100' 14.0' 7.0" 3.5," 5.5" 10,0"14.0"I 7.0" 3.5" 5.5" 100"14.0" 7,0" 3.5" 5.5" 10.0" L..,...__.._.....___.,v.�L.- �. i82?Sr15.�4,4.75`E:eY.ALL t 43 .u.tl"16.4'^.16.0 16.0"16.0"16.0"16,01,14.0"14.0' 16,0 16,0"I1.5 '6.0" 9.5" 16.0 09� An.'sCk,i'e5EnT 1!'2.5' 16.0"16.0"12.0"16.0"16.0"16.0"!15.0" 7.5" 11.0"16.0"16.0" 9.0" 5.0" 80" 13.0" c3 ! (. = pstCONC, _5't 2&0"36.0 _9.5 ,13.5"S5--56.0"k1.S" 6.5" 4.5" 16.0"16.0" 4.0" 5.0" 8.0" 13.0" 18.0:'18.0" 6.0'•151.5"16.0 SG.O"I 9.5" 5.5" 8.5" 14.0"16.0" 9A" S.0" 8.0" 33.0" T 4.D" .5.0" &0" 13.0"16.01'14.0" 5.0" B.0Y' 13.0"16.0" 4.0" S.0" 0.0".33.0" • A9/P.E. ANCHOR SCHEDULE: CONCRETE (CONT.) 44ygpNq,� '��, _ 2-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE 73 TS�anS Up To 6'•0" SpanS Up TO 8'•3" Spans Up TO 1Z'-0" Spans Up 70 6'•0" Spans Up To 8'-3" Spans Up To 12'-0" LOAD t•2I OA CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE " 7� O r 7.riCNOK sw - Cl C2 C3 I C4 I C5 C1 C2 I C3 I C4 J C5 Cl C2 I C3 I C4 C5 Cl C2 I C3 I C4 CS Cl I C2 I C3 I C4 I CS Cl C2 C3 I C4 CS 5116"ITW TAPCON XL WITH 43 16.0"16.0"16.0"16.0"16,0 16A"36.0"12.0 16.0"36,0"16.0'•IlA" 7A" 12.0"160"26.0"IBA•'16§16,0•'15.0"16,0"i6A"_12.5_'lb.0"I6.0" 1-3I4"EMBED QS99pst MIN S3 16.0"16.0"14.0"16.0"16.0"16,0"14.5" 9.0" 14.0"16.0"16,0" 9.0" 6.0" 10.D"12.5"16.0"16.0"14,5"16.0"36.0"16.0"ISA" 9.0" 14.5"16A"Ib.O" 9.5" 6.0" 10.5"13.0" CONC). 62 16.0"16:0"ILS"16A" 26.D"12.5" N. 12A"16.Q"16.0" 9.0" 6A" I0.0"12.5"16.0"16,0"11.5"16.6"15,0"16.0"11.5"17.5" 12.0"16.8"i67-o- 9.5" 6.0" 20.5"13.0" 25.5" 9.5" 15,0"ib.6"16.0" 6.0" 10.5"13.5"16.0" 9.0" 6.0" 10.0"12.5"iG.O"16.0"10.0"15.0"16.0"16.0"IDA" 6.5" 10.5"14.0"16.0" 95" 6.0" 10.5"13.0" •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"16.9' 9.5" 6.0" 10.5"13.0"I6.D" 9.S" 6.0" 10.5"I3.0"16.0" 9.S" 6.0" 10.5"13.0" ff O 5!16"CLEO VLTRACON WITH ,43 1.0"16.0"I6.0"i6A"16.0"16.0 16.0"13.5"i6A"16.0"56.0"32.0" $.0" 135"16.0"16.0"I6.0"16.0"16.0"16,0"16.0"16.0"15.0"16,0"16.0"16,0"13.0" 9.0" IN,.16.0" ,}�{jj� IgTta"'• -, i-3/n"EMBED(350apsl Mltl 53 16.0"16.0"16.p"36.0"16.0"36.4"15.5"10.0"16.0"16.0"16.0" 9.5" 6.5" 11.5"13.5"1G.0"16.0"16.0"16.0"36.0"16,0'16,0"SSA"16.0"160•'26,0"10.5" 7,5" 12.5•'15.0" L�� )U W w a CONC -_.-_ -___�_____•_ 62 16.0"ifi3O"12.5"16,0"16.0'•Z6.0"12.0" 8.0" 14.0"16.0"16.0" 4.5" 4.5" ILS•'33.5'16.0"16.0"24.0"36.0"16,0"16.0"33.5" 9.0" 15.0"16.0"16.0"10.5" 7.5•' 12.5"15.0" 4:W w o z 70 16.0"16.0"10.5"i6.tl"16.0"16.0"10.0" 7.0" 12.0"14.5"16.0" 9.5" 6.5" 11.5"13.5'16.0"16.0"11.5"16.0"16.0"16-0"11.0" 7.S" 13.0"16.0"16.0"10.5" 7.5" 12.5"IS.O" u m v 0 100, i6A" AS" 6.5 11.5 23.5"ib.a" 9.S" 6.5 71.5 13.5 16.0 9.5 6,5" 11.5"135"2b.0"10.5",7.5" S2.S"15,0"18.0"10.5" 7.5" 12.5"I5.0"116.0"110.5" 7.5" 12.5'1 15.0" � ti W 1/4"304 SS POWERS TAPPER 1d/2"MIN EDGE DISTANCE _ 3"MIN EDGE DISTANCE m MI -314"EMBED IJOOOps1 !�4 C2 C3 C4 CS CS C2 C3 C4 C5 C2 C2 C3 C4 C5 CS C2 C3 C4 6. Ci C2 C3 C4 C5 CS� C2 C3 C4 CS - V) ir J 4E MIN CONC} '43 14.5" 6,5„ 8.5" 16.0"12.5" 7.0" 4.0" 6,0" 12.5" J,0" 3�5" 4.0" 5.5" 16.0"i6.0"13.5"16.0"16.0"16.0"14.0" B.p" 12A"16.0"14,5" 7,5" 4,5" 8.0" 11.5" p w°: m 53 8.5" M1.5" 6.5" 14,0" 9.0" 4.5" 3,0" 4.5" 9.0" 6A" 3.0" 3.0" 4.0" I6,0"16.0" 4.S" 23S"16.0"16.0" 9.5" 6.0" 9.5" Sb.O"12.0" 6.0" 4,0" 6,5" 8.5" CI 62 6.5" 7.5" 5.5" 12.0" 7.0" 3.5" 4.0" 6.0" 6,0" 3.0" 3,0" 4.0" 16.0"17,0" 7.5" I1.0"16.0"14.5" 7.5" 5.0" 8.0" 12.0"12.0" 6.0" 4.0" 6.5" 8.5" a 1 70 5_0" 7.0" 5.0" 10`0" 6.0" 3.0" I2.0" 6.D" 4.0" 6.5" 8.5" 164 3,6" 3.0" 4.0" fi3O" 3.0" 12A" 6.0" 4.0" 6.5" 0.5" ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK I"MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE N srt X t' SOans Up To 6'-0" Spans Up To B'•3" Spans UO To 12'-0" Spans UO To 6'-0" Spans Up To 8'-3" Spans UO TO 12'-0" w>d - EI , LOAD CONN TYPE CONI4 TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE d O.Et aI�CHOR (Psi} m a Cl cz c3 cn cs Cl C2"I c3 c4 cs Cl c2 c3 I ca cs Cl cz c3 c4 cs Cl ci C3 cn cs Cl i cz C3 i c4 cs a m i/Fi'iT1V 7APCOa tVTFH 43 8.5" 7,0" 3.5" 8.5" 6,0" 3.5"" 6,0" 25" 11.5"10.6" 5.0" 6.5" 11.5" 8.5" 4.5" 3.0" 4.5" 0_S" 4.5" I1-;/4"'EM1I8E0 53 7.0" 4.0" 7.0" __ d 6,0" 3,S' 5.0" 9,5' 6.0'• 3.0" 3.5" 6,0" 4.0" b2 5:5" 3.0•` b-D" 35" /JJfJ z b .... - 8.0" 4.0" 4.S' 8.0•' SA" 3.0" 4.0" ' 70 4.5"� 5,0" 3.0" 6.5•' 3.5" 3.5" 6.5" 4.0" 3.0" 4,0" 1 Q 100 S/4"ELCO ULTRACON V:I711 43 13.0"10,5" 6.5" 13.0" 9.0" 9.0" 13.0"10.5' 4.5" 6.0" 13.0" 9.0" 5.0" 3,0" 4.0" 9A'• 5.0" 4.0" ;�c 1-1,4 EMBED 53 10.5" 6.5" 10.5" 6.5" 65" 16.5" 6.5" 3.5" 5.0" i0.5" 6.5'} 3.5" 3,5" 6.S" 4.0" 3.0" JJliii o _ o 70 AO" 7.5" 7`0" 3.5" 3Z` 7.5" 4 5" 3.0 .�U" 3 0" t00: 4.0" 3.0" 4.0"1 3.0" 4.0" 3.0" -_ .o !1/4"MILLENIUH NILLFAST 4?. _1�2.5".�10,5" 4,0" 5,0" 12.5" 9.0" S.0" 9.0" 5.0" 4,0" 13.5"31.5" 5.5" 7.5" 53.5"10.0"! 5.5" 5.0" I0.0" 5.5" 4.5" o� c m.AHCHOP:Wj.i_lt_4"..Et-?BEU. "53--SC'.0"i6A"' 4.0" 34.6" 6.5"� 6.0" 4,0" 11.0" 6.5" 4.0" 5.5" 11.0" 7.0 4.0" 7.p" 4,5" 1-- N (- 1 _.�. 4..00&". 4.a"1 62 a.0" . 97,.05" 5n�..00" 54..00"• 90.05" 4.5"- 4,5 4 94.36,5 4.0 4.0" 5"" `-' 1-1/4'MIN EDGE DISTANCE w 3 214"Att-POiN SCt10-SET --- _. ... 2"MIN EDGE DISTANCE ,y, O ANCHOR W/7/8"EMBED P Cl C2 C3 C4 CS Cl C2 C3 Cq I C5 Cl C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 E3 E4 C5 C1 C2 G3 C4 CS gg 114-20 SS MACHINE SCREW 43 15.0"13,0" S.4" 6.0" 25.0"iL0" b.0" 3.0" 4.0" 12.0" 6.0" 3.0" A QoA_ _A¢dag 7.5" 3.5" 9.5" SZ.S" 8.0" 4.0" 3.5" 8.0" 5.0"� 3.5" 16.0"13,0" 6.0" 8.0" 16.0"14,0" 7.5" 4.0" 5.5" 13.5" 9.0" 4.5" yl I 62 10.0" all", " 3,0 5.0" S.a" 3.5" 16.0" 9S' S.0" IF Z--.w,Si.O" S.5" 3.0" 4S" 9.0" 9.0" 14!" n.0" 6.5" tt J ] -_. sy' • 70 8.5" 4.5" 3.5" 9.0" 5.5" 4.0" S.p" 3.5" 14.5" 0.0" 4.0" 6.0" 15.5" 9.5" 9.5" 4.0" 7.0" 9A" 45'_ 4.0" 11 100 5.0'• 3.5" 5.0" 3.5" 5.0"' 3.5" 9A" 4.5" 4.D" b.S' 9A" 4.5" 4.6" bS" 9.0" 4,5" 4.0" 6.5" $ 15:1G'I'W TAPCON XL W37H .__ 3"MIN EDGE DISTANCE q"h11N EDGE DISTANCE ° f 1-3!4'cMPE0 Cl C2 I C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS CI C2 C3 C4 C5 Ci C2 C3 C4 CS CS C2 C3 C4 CS ip3 43 16.0"16,0" 9.0" 12.0"16.0"14_0" 7.5" 5.0" 8.5" ]4.0" 8.0" 4.a" 3.0" V. 6,5" b8, 534.5" 4.1" 8 $ 62 70 � SD.S" 5.5" 4A" 7.0" 11.0" G.S"✓ S.0" 5.0" 5.5" 4.5" A.S" 8 °- SOU 6.5" 3.0" 4.5" 4.5" 6.5" 4,S" n.5" 6.S" 4.S" 4,5" ` ~- 1-9/16°MIN EDGE DISTANCE 3.1/8"MIN EDGE DISTANCE 2 I Si 16"ELCC ULTRACON WITH Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 G G ' • . '�,.1/�EMBED i CS CI C2 C3 C4 C5 W FMG4I FAMX L A VPUFDO P.E. r 43 12.0"t10.0" 12,0" 8.5" 8,5" 16,0"16.0" 0.5" 11.0"16,0"15.0" 8.5" z5" 15.0" 8.5" 7,P" ' 1 53 4S' b.0" 4.5" 60" 1b0 " 60" BS" 16.0" 15-2339 I .. 62 8.0" 8.0" 14.0" 7.5"%/// 7.0'• 14.5" "A, 7D 11.5" 6A" b.0" 22.0" 7,0" 7.0" PAGE DESCRIPTION: 100 99 . ANCHOR NOTES:SEE SHEET 9 FOR ANCHOR NOTES. O v� ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK "' �n%P,,,�PE _ 2'MIN EDGE DISTANCE LOAD Spans Up To 6'-U"- SoansUp To 8'-3" Spans UD To 12'-0" s?C� •••" ,••� 0 ANCHOR (psi CONN TYPE CONN TYPE CONN TYPE >= Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 465 #12 SHS Vit 2"EYEWALL 43 16.4"16.0" 7.5" 9A" 16.0"15.5" 8.5" d.5' 6.5" 15.5" 8.5" d.5" 4.0" 7.0" " " 3 ARMOR INSERT VY/3-1/4" 53 16.0"70.5" 5.0" 7.0" 16.0"11.0" 6,0" 3.5" 5.0" 11.0" 7.-0"- EMBED �k` 62 14.0" 7.5" 4.0" 6.0" 14.5" 9.0" 4,5" 4.0" 7,0" 7.0" ' O m 70 11.5" 6.0" 3.5" 5.5" 12.5" 7,5" 3.5" 3.5" 5.5" 7.0" 700 3.5" SO" 7,0" ,,, �` ANCHOR SCHEDULE: WOOD (G=0.55) ,///f/ ` ` / t }1111•'•�u�X Y vi 3/4'MIN EDGE DISTANCE >LI LL Ol ti LOAD Spans UG To 6'-0" $pans Uo To 8'-3" Soans Uo To 12'.0 c w o CONN TYPE CONN TYPE CONN TYPE - Z o (Psi_ ANCHOR CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 Cd C5 W W M S 1/4'LAG SCREW WITH 1-3/4" 43 16.0"16.0"11,$"12.5"36,0"16.0"15.0" 7.5" 9.0" 16.0"i6.0"14.5" 4.5" 6.0" 16.0" • MIN THREAD PENETRATION 53 36.0"16.0" 8.S" 10.0"16.6"I6.0"l6.0" 6.0" 7.0"_76.0"l6.0"f3.5" 62 16.0"16.0" 7.0" B.S" 16.0"16.0"14.5" S.0" 6.0" 16.0"16.0"11.5" -0.0" 5.0" 16.0" W 70 16.0"16.0" 6.4" 7.5" I6.0"16.0"12.5" 4,0" $.5" 16A"16.0"11.5" 4.0" 5.0" ib.0" ,i C!c. 100 16.0"ILS" 4.0" 5.0" 16.0"16.0"11,5:' 4A" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" a n 7/16"WOOD BUSHING Wi H 43 16_0"35.0'" 8.p'" 10.0"26.0"25.5" 8.5" 4.5" T.0" 15.5" B.5" 4.5" 4.5" 7.0" n 1.13"MIN EMBED d ij4-20 53 16.0"10.5" SS" 8.0" 16.0"11.0" 6.0" 3.5" 5.5" ALL 7.01" 3.5" 4.0" 5.0" � 55 MACHINE SCREW s a,. 62 14.4" 8.0" 4.S" 6.5" 14.5" 9.0" 4.5" 3,0" 4.5" 7.0" 7.0" 3,5" 4,0" 5.0" m P` 0 70 f2.0" 6.0" 3.S" 5.5" 32.5" 7.5" 3,5" 0 -r� 4.0" 5,5" 7.0" 3.5" 4.0" 5.0" 100 7.0" 3.5 4.0" 5.0" 7.0" 3.$".f' 4 " &0 7.0" 3.5" 4.0" 5A" #14 SMS n Y LL OR#34 WOOD 43 16.0"36.0"12.5"14.5"16.0"26.0"16.0" 8.0" 10.0"16.0"16.0"11.5" 5.0" 7.0" 16.0" __yy SCREW WITH 1-3/4"MIN 53 16.0"16.0" 9.tl" 11.5"16.0",16.0, IS.O" 6.0" 8.0" 16.0"16-0" 9.5" 4.0" 5,5" 13,0" W 3 THREAD PENETRATION d 62 16.0"16.0" 7.S" 9S" 16.0"16.0"11.5" 5.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" pL$ 6.0" 14.0"16.0" 9.5" q_0" 5.5" 13.0" - 100 56.0" 9.5" 4.0" 5.5" 13.0"16.0" 4.5" 4A" 5.5" 33.0"36.0" 9.5" 4.0" ANCHOR SCHEDULE: WOOD (6-0,42) rQzm � E ro xa 3/4"h11N EDGE DISTANCE }ro a ri Spans Up To 6'-0" Spans Up To 8'-3" Spam Up To 12'-0" (E r g AD a ANCHOR {pst} r' CONN TYPE CONN TYPE CONN TYPE S = Cl C2 C3 C4 CS Cl C2 C3 Cl CS Cl C2' C3 C4 CS 1/4"LAG SCREW WITH 1-3/4" 43- 16.0' 16.0" 9.0" 10.0' 16.0"36.0"16.0" S.5' 7,0" 16.0"r!16.01- 9.5" 3.5" 4,5" 1MIN TN READ PENETRATION 53 i6A"16A" 6.5" A.0" 16.0"16.0"12.5" d.5" S.5" 3G0" 73'". 3.0" 4.0" 110" 62 16.0"16.0" 5.5" 6.5" 16.0"16.0" 9.S" 3.5" 5.0" 15.0" 75 3.0" 4.0" 11.0"70 16.0"13.5" 4.5" 6,0" 15.0"26.0" 8.0" 3.0" 4,0" 2t.5" 7.5' 3.0" 4.0"10015.0" 7.5" 3.0" 4.0" 11.4"15.0" 7,5" 3.0" 4.0" 11.0" 7.5" 3.0'• 4.0" 11.0" #14 SMS OR.#14 WOOD 43 16.0"76.0" 8.5" 2v.5"16.0"iG.0"52.5" 5.5" 7.0" 16.0" 6.5" 3.5" 5.0" IO.S"0SCREW WITH S-3/4"MIN 53 16.0"16.0" 6.5" 8,0" 16.0"16.0" 8.5" 4.0" 5.5" iG.O" 5.5" 2.5" 4.0" 7.50THREAD PENETRATION •-'�--52 16.0"13.5'" 5.0" 7.016.413.03.5" S.0" 10.5" 5.5" 2.5" 4.0" 7.5"70 16.0" 9.5" 4.5" 6�0" 16 0"11..0" 5.5_ 3,0" -00" B0" 5.5" 2.5" 4.0" 7,5" arc.m a � - 100 10.5' 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2S"1 4.0" 7.5" 20,5' 5.5" 2.5"1 4.0" 7.5" 2 oa ' ANCHOR SCHEDULE; GROUT-FILLED CONCRETE BLOCK s .4"MIN EDGE DISTANCE ¢ g Spans Up To 6'-0" Spans Up To 8'-3" Spans Up 70 12'-0" a K LOAD CONN TYPE CONN TYPE CONN TYPE n¢ o ANCHOR {PsR Cl I C2 I C3 I C4 CS Cl I C2 I C3 I C4 I CS Cl C2 C3 I Cd I CS 6 5/16'ITW TAPCON%L W/ 4316.0"2610"16.0"16.0"16.0"16.0"16,0"15.0"116.0"16.0"16,0"15.0" 99.0_' 14.0"16.0" g6 d 2-2/4"MIN.EMBED 53 16.0"36,0"16.0"16.0"i6-.16.0"16.0"51.0"16.0"16.0"16.0"12.0" 7.5" 12.0"16.0" �OM/£YFp 62 16.0"16.0"14.0"16.0"15.0"16.0"15.0" 9A" 14.0"16.0" 16.0"12.0" 7,5" 12.0" 70 160" 60'11.5ib0I6.0"55.0 125" 60" 25i60 0 260 100 16.0"12.0" 75" 1`2.0"16.0" 602 7.5" 12.0"16.0" 16.0"12.0" 7.5" 12.0"16.0" 6596. " 160SSA $.55/16"ELCO ULTRACONW/ 43 16.0"16.0"10.5"14.0"16.0"16.0"10.5" '�S�Ir pO2-i/-0'MIN.EMBED aR k g � y£AkSg 53 16.0"13.5" 7.5" 11.4"I6.0"14.4" 7.5" T.5" 13.5" 9.0" 6.5" 0.k'11UCIRFFWIX4sEhwJm0P1: �m 62 16.0"10.0" 6,0" 9.0" 16A"31.0" 5,5" 6.5" 4.0" 9.0" •s.-s^ 15-2339 70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" 5.5" 7.0" 9.0" 6.5" SCALE, s z 100 9.0" ,5.5" G.S" 9.0"_ 5.5" 6.S" 4.0" 675" L90 _ 2'MIN EDGE DISTANCE PAGE o£scRIPTiONi ':� ;.,• Cl 11 Cl C3 C4 1 CS I Cl 1 C2 1 C3 1 C4 1 CS I C1 I C2 C3 C9 CS _ •rj #12 SMS WI r EYEWALL43 36.0" tL5"16.0'16.0"140 6.0 8.0" 16.0"14.5 7.5" 3.5" 5.5" 11.5" or�q ARMOR INSERT Wt 2'EMBED 53 16,0"16.0" 7.0" 9.0" 16-0-116.0"1 9.5"14.5" 6.5" 16.0,1111.5,16.0" 3.0" 4.5" 8.5" .; a=f 62 36.0"23.0" 5.5" 7.5" 26.0"i4.S' 7.5' 3.5" S.S" 12.6"21.5_' 6.0" 3.0" d.5" 8.5" ANCHOR NOTE5:SEE SHEET 70 36.0"10.5" 5,0" 6.5" 16.0"12.5" 6.S" 3.0" 4.5" 9.0" 12.5"6.0" 3.0" d.5" 8.5° $FOR ANCHOR NOTES. .. 12.5" 6.6" 3.0" 4.5" 8.5" 75.5" 6.0"13.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" ,