Loading...
HomeMy WebLinkAboutProduct Approval (3) Florida Building Code Online Page 1 of 2 C� v r .« t;:: �'���. -:;: u:��.?.�.,r*''K, ;y u.y-��.,_,k" r,,,., .. ," gam'. .". �a�,"'!�%r6�s. `°��" ':tt;�1��'¢�"�°'•. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us B CIS Site Map Links Search Forda voftk Product Approval db r USER:Public User 2z ( f)11'q Product Approval Menu>Product or Aoolication Search>Applications List>Application Detail lirtz "IEWED FLn R9 COMPLIANCE Application Type Revision CODE Code Version 2020 ST. L CIE V e� O N Application Status Approved S®C 12 T Z Comments Archived W:.. Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Tom Johnston tomj@tc-alum.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 Shutters 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 and Management Institute Quality Assurance Contract Expiration Date 12/31/2024 Validated By ORLANDO L. BLANCO,P.E. JI Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R9 COI•,•__,JN.DEP123.odf - Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R9 Eggiv_,,,,,EQUIV123.Of it https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuov... 1/20/2022 - Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/23/2021 Date Validated 04/27/2021 Date Pending FBC Approval 04/27/2021 Date Approved 06/08/2021 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 R9 II D:NG1.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 span/pressure FL13757 R9 AE EVALI.I)df combinations and additional limit Created by Independent Third Party:Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for u pp m HVHZ:Yes FL13757 R9 II D IVG2.Ddf Approved for us%e tside HV • -e Verified By: Frank L.Bennardo, P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757_R9 1E EVAL2pdf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R9 II D:^1G3.odf Approved for use outside HVHZ:Yes Verified By: Frank L..Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R9 AE EVAL3,odf 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 hem. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuov... 1/20/2022 6.8 STREAMLINE SHUTTER PRANK BENNARDO,pE " BENH"•., Digitally Signed PEt 0046549 CAC9885 by Frank GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ _ eennardo Date:2021.04.23 al fi� ft3l 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING -'�:?ss,o"��"D'�, CODE SEVENTH EDITION(2020),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE """`•"'" 10:26:08-04'00' ZONE AND THE INTERNATIONAL BUILDING CODE RIBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH Q it o n (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AN INCLUDES ESSENITIAL FACILITIES AS DEFINED IN -•y „v ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. }I SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE I p; ,,I.. M u o DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRACK ILIA i'I��LL �IIIREQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA �?.'LLm w L BUI DING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE ?!•� oww=I CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. `"`' O >< 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. ¢w- u 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 *,':O y m i z SAFETY FACTOR. - 'a - 0 5. „THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQQUIRED WIND ZONES ' i� w o 1-3,IN ACCORDANCE WITH ASTM 1996.IT IS ACCEPTABLE BY CODE UNLESS OPl'IONAL CRITERIA IS PLAN VIEW INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. N W_-o 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a 5 IIy/ o w ID 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE $ I o 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 vui SHALL BE USED. z a B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC y a N n SITE. a m LL 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a , ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O `� 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Q w=8 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 a a THE STRUCTURAL SUBSTRATES DETAILED HEREIN. / "'�o.V 0 m H 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL - os 6 m B DOCUMENTS i a l 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING HURRICANE PROTECTION BorroM OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND TRACK V"C o¢a• SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE w w DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE 3 0 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS E o g INFORMATION: TOWN&COUNTRY INDUSTRIES w v FORT LAUDERDALE FL TYPICAL ACCORDION ?� h 91-B MISSILE LEVY D-A202 E1986 03'E1996&E330 1 SHUTTER ELEVATION FLORIDA PRODUCE APPROVAL NUMBER 1 N.T.S. EXTERIOR ELEV S s 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2 NOTES: K.S.I. TABLE 2: 1. HVHZ:DEFINED AS MIAMI-DADE g 15, ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A =RTY AND BROWARD COUNTY 8 MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE.1/4"O OR 3/16"0 5052 FLORIDA. LUM.ALLOY. MINIMUM SEPARATION FROM.GLASS 2. NON-HVHZ:DEFINED AS ALL 16• ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR - -- L6i=A1 IONS OTHER THAN BOX LOCK AT CENTER OR SIDE CLOSURE. MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 18. ,TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REMOVABLE HVHZ NON-HVHZ 3. SEPARATION FROM GLASS Q Be 19. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SEE NOTE 3 IS NOT REQUIRED FOR 20. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF SO SHUTTER INSTALLATIONS IN WIND 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS ZONES 1-3 UNLESS LOCAL I fill, g 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. o,�r,l�z rc S 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. <_30'ABOVE >30'ABOVE <_30'ABOVE >30'ABOVE MUNICIPALITY HAS s 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. GRADE GRADE GRADE GRADE ADOPTED ADDITIONAL9 CRITERIA. i61!6 TABLE 1: 72" 2-114" 1-5/8" 2-318" 1-518" 4. IN IN WIND ZONES 1 TABLE 1 NOTES: 99" 3-112" 1-7/8" 3-5/8" 1-7/8" THROUGH 4 OUTSIDE OF THE HVHZ g�"•w� 1• DESIGN PRESSURES SHOWN IN"ACCORDION WITH SPANS LESS THAN 30"SHALL =w y3 ACCORDION SHUTTER 120" 4-1/8" 2" 4-1/4" 2" HAVE 2-7/0"MINIMUM SEPARATION E LL g MAXIMUM ALLOWABLE DESIGN PRESSURES 144" 4-7/8" 2" 5" 2" FROM GLASS WHEN 5 30'ABOVE SPAN SCHEDULE GRADE,AND 1-5/8"WHEN>30' AT EACH RESPECTIVE SHUTTER SPAN. ABOVE GRADE. DOPiW6HTENGINEERBIG OPRF59 POSITIVE NEGATIVE 2. LINEAR INITERPOLATION BETWEEN SHUTTER 5. LINEAR SHUTTER SPANS IS ION NOT BETWEEN 20-26160 SHUTTER SPANS IS NOT PERMITTED.FOR SPANS _ DESIGN DESIGN r PERMITTED.FOR SPANS BETWEEN Sr•1 n; $ SPAN BETWEEN THOSE INDICATED ABOVE,THE VISIT ECALC.10/26160 �f THOSE INDICATED ABOVE,THE PRESSURE PRESSURE PAGE DESCRIPTION: DESIGN PRESSURES FOR THE NEXT HIGHER FOR SRE SPECIFIC DEVLITION$ SEPARATION FROM GLASS FOR THE (PSF) (PSFI SPAN SHALL BE USED, &N+oRE NFORNwnONABOUT rNiSDDCUMEW NEXT HIGHER SPAN SHALL BE 72" 100 100 1 OR SCAN THIS OR OODE I USED. VIER ENDINEERINGE%PRESS.COR/STORE 6..•SEPARATION FOR GLASS OUTSIDE _ b 91" 70 7O FOR AODMOM PLANS,REPORTS&RESOURCES OF THE HVHZ HAS BEEN E0" 53 D1)� t 53 DETERMINED IN ACCORDANCE 1 144" 1 43 40 1 WITH ASTM E1996. FRANK EENNARDO PE PROJECTION VARIES PE, 00assas " ua'saas 2.874' 4.874 MAX. 0.115" 0 0.125" 0.062" 0.450• 'T- 0.080" am:d•,.'..wiki n 1.708" 0.100" ^+ 1.708" 0.100° 1.830° 0.062" ^! , 1 0,195" 0.096" 0.195" 0.080" 0.06� I L 0.060" 0.070" 0.060'o -! t 0.125" t 0.630° '"• 0.630" }--2.820" O a £ T 0.062"� f v 0.630" 0.062° ti 0.062" •^y ..1 1.993°� 1.908" y?�o 0.630" 0.971"�� 0.143" 0.143" M...(6 -" 069°1 -- 0.971"0 60° 1 7-4 0.062" 0.200" I I 0.062" Lp,Zpp^ 0.06 r 1.069" r-1.069.4 � jU 0.630" 0.062" og¢WOm5.745"MAX. 5.745"MAX. SUPPORT LEG OPTIONAL �1.069"� 00200" 0° O1WALL 3 a O BUILD OUT WALL 3O STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL ^W y w SCALE:HALF 512E SCALE:HALF SIZE S O LITE HEADER/SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ID Wp 8 WHERE SHOWN,SCREW BOSSES a &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"1- cNm b - 1I�cIOD - 2.655" ° �NN 0I.875" 2.195° �rl0.510" 2q.15915" f I 1.2N3 0° 1.229° 0.105" 0.060° 0.7Z 2.655" Z�y( � 831I0r1. 6 0 2'36O2. " W am•o�y,k:g Yl 000 .0 4.84° Z. 5 1.069" 5° . WUai Sw40.075°f. . . .07 0781 - LA 05" 4.510 . 0" .07 NOTE:TESTED THICKNESS OF 3.506' rrwr.'i:- BARE METAL W/O PAINT IS 0.039" "r e O SILL O SILL ADAPTER 7 8 Og EXTENDED SILL 10 EXTENDED SILL ADAPTOR it ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE �O e SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE [�+SCALE:HALF SIZE SCALE:HALF SIZE E I f5��� en 4.753" 1.993- Ti e pg� 4.510"� 0.143"0.630 �a X �w i 9g 0.044" 0,227" 0.060"" LOPPIUGMMIIMNGDWISS I 0.200°NOTE:THICKNESS BARE r1.069"� 0.062" I METAL W/O.PAINT ISS 0.039" {---1.625°� 20-26160 suu: �g 6.8 STREAMLINE STACK �g RADIUS CEILING HEADER/SILL 17 6.8 STARTER VAGEDESCRIprlolt SCALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF S1ZE , FRANK BENNAROO,PE PEd 0096549 CAd9885 1.950" 0.125° 280' NYLON WASHER OR -IF' 0,630" STAINLESS STEEL � ASSEMBLY '4 0" ALUMINUM 0.320L0 HOLE L] 0.357° T N w c Z r0.p50" #10 x 2-3/4"410 HT S.S. 0,276°}11 0.880 I NYLON ti a SCREW W/TC ULTRACOTE -I II 0.591° N 0.0 WHEEL u O0 11 Zp^q INSERTS COATING M o N 1 AR, INTO p TOP&BOTTOM n 0.062"1.100°i r0.240" TRACK CTY ) i wm oz NYLON BUSHING W/WASHER: I fi;t, ..�m u Ou I 1 TYP.AT EVERY OTHER 0.750" 7116"0 x 1/2°@ INTERIOR JOINT TOP LL '^ 5°MAX. jq INSIDE JOINT AT TOP. 0.870" �0.154°� -0.137" 1 u iIS; yw 7/16"0x 1"@ INTERIOR JOINT BOTTOM `.�I,o "_.-�� OANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR w w U u 19 HOUSING-ZINC DICAST,POWDER COATED ->Q-mow SCALE:HALF SIZE 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT ( S:,'9a w$wz SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF SIZE SCALE:HALF SIZE '20 m ?z OR KEY/THUMB TURN OPERATED INSIDE. "I zN z w 0 w 0.250" D w-,wi O BRASS PUSH LOCK sxo 23 SCALE:HALF SIZE 111 W3 w E R0.155" 1.9711" 2.125° R0.500" 4.000" 0.236 1.74z 0.286" 1.603" 0 267" 8 0.500" 0.623" 1.730" 1.224" d 1 Y06.239" � 0.090" 0.319" m 0.531' 0.531" n 0.064" m n 0.28 /l-6' o 0 2.250"� `m 26,0.250" 607" 0.607° m0.118"� 4 k.224° ° v vI tn NW'JII �2.000" 0,060° 0.240° F. af- 2.750"� '^ O mca �mRAINGUARD 28 DECORATIVE FLOOR TRACK6" o.zao" S a LL 0.160" • 0.222° m Z SCALE:HALF SIZE SCALE:HALF SIZE -t 1- O_ m .NOTE:DECORATIVE FLOOR TRACK 1.001 0.062" O.U62" 0.06'2 �0.176" u wJ MAY BE ATTACHED TO ANGLE PER 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER DETAILS Cb/5 OR Ca/6. SCALE:HALF S1ZE SCALE:HALF SIZE SCALE:HALF SIZE12 4-0.062" 1�Yy� ) o g G 5.500°X 13/16"WIDE �--F 0.400" � -? p 7/16"0 STAINLESS STEEL NUT 'IF L T n � 30 ^w m 0.125" ^" p L 0.188" 5/16-18x1 MACHINE SCREW 0.438" TYP. m�a 0.121" L 0.689" POWDER COATED,ZINC DIE-CAST 5/16"O INTERNAL STAINLESS STEEL �' Ala 5gg I4.500" �t THREAD $gg SECTION A HEAD SME VARIES g DELTTA yODEL 2022 36 T-LOCK ADAPTER 37 -SCREW INSERT 38 THUMB SCREW ;, ;, @ INDUSTRIAL SYSTEMS O(OPTIONAL) O SCALE:FULL SIZE O SCALE:FULL SIZE 0 0.254" 4O 40b 40c u�� �££ SCALE.HALF SIZE END STRIP 1" 35 BOX LOCK 0.319 SCALE:HALF SIZE _ �2.000"� 2�� & 3" EXT s° }--1.6zs" 1.soo° �ro.lzs^ g � 0.125" SCALE: HALF SIZE 6, 0.050" I S 0125" e . 0.093" ? � 2.018' 0.085" {-{ �0 �uiRIRQ S e O1 °o 0 0.125" I I 00F831Gn ENGINEENNGEPRESS ° ^ 0.093" ^ 0.z50° o 0.085" M a VA20-26160 SGEE: 8 I L I ,062' GE DESCRIPTION: I 7.000" 1 L 20 ALT. 1" END STRIP 21 1.5"x3"xO.093" ANGLE 25 2"x3N0.125" ANGLE ®RECESS SILL 39 2X7 ANGLE SCALE.HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE 0 SCALE.HALF SIZE SCALE.HALF SIZE C FRANK BENNARDO,#9 PE PE#0046S49 CA 885 ANY ANCHOR PER ANCHOR EDGE DIST. ..•,.,,, ,, SCHEDULE @ 18"O.C. IX517 ING DIST, Sb GLAZING N SEE END STRIP ter• " A .ANGLE EMBE oz SCHEDULE FOR MAX. EMBED. 77 ttt333 r LEG D RECITON q -SPAN WHEN USING 3 20,40a,40b OR 40c,(INTERIOR) m II I N (� 3 p���FK .1/4" OR 6.8 STARTER I»a p I S 17 Y u�K 17 MAX. WITH 21 OR 25. MIN.0.062"THICK 6063-T6 ALUM. :•,-j`G F m u 30 ANGLE 1"x 1"MIN,TO 2"x 5"MAX. ;;, w W w EDGE o ou 21 25 { r ^' DIST. (ANGLE LEG MAY BE REVERSED) s FASTEN ANGLE TO TRACK W '8 'ANY ANCHOR PER ANCHOR (2)#10x1°SCREWS AT / t !w W U x SCHEDULE @ 18"O.C. CORNER,TOP&BOTTOM;AND €'€''-•I >Q—�w 13 13 13 ATTACH TO 6.8 STARTER W/ ::"-x 13 #12 x 1/2"GALVANIZED OR S.S.SMS, #12 x 1/2"GALVANIZED OR o + 6.80"ITYP.) 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 S.S.SMS,3/16"0 ALUM.POP �!,)';ory �zw USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"O.C. ALTERNATE END STRIP DETAIL BOL&NUT/@ 18"MO.C.MACHINE ,I D"W S�z 6 (EXTERIOR) 5/16-18�UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE. I 3 LL Z ^ INSERT(37)AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0" ANY TRACK W/ / W w TYPICAL PLAN VIEW FROM BO''I�SOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. e W HOLE SHALL BE 3/8"MAX WIDTH,UP TO 0 0 SCALE:3"=1'-0" 1"HEIGHT. PSF SPAN 1'BID(2.7') 52 108" ® 82 1001, 94" ry USE SU BRASS PUSH LOCK 112 80" LL OR(1 5/16-18 THUMB 132 95" SCREW:00 THREADED LOCKING DETAILS FOR 2'B/O INSERT Ci 71 AT 1/3 SPAN (3.T) 62 95" w TO 2/3 AN FROM CENTER MATES ® 72 gg• SEE END STRIP SHOWN ON RANDOM 82 83'• SCHEDULE FOR MAX. BOTTOM OF SHUTTER. 62 86" z SPAN WHEN USING RECEIVING HOLE SHALL BE 30 13 DETAILS 3'B/0®(4.T) 72 79 6 20,40a,40b OR 40c, w- z 3/B"MAX WIDTH,UP TO `7 1"HEIGHT. 30 82 74" F- 1/4" OR 6.8 STARTER AL(2.7')10 82 0262 " MAX. WITH 21 OR 25. w� ¢m 72 ��g% .J O 112 81" USE APPROPRIATE 1.5x3" 45 93" STARTER STRIP TO O z� U L 6 13 20 PROVIDE CLOSURE g S x0.093' 52 BT 57 FOR d I 3 60 81" BUILDING CONDITIONS �-`-" 'S w R (INSIDE) 21 70 75" TOSTRACK WTEN R(2 STARTER a a'g d 2'x3' 45 139" SCREWS AT CORNER,TOP 1�p 7 vt� x0.125' S7 23^ ALTERNATE END STRIP DETAIL 8,BOTTOM, O 13 FN I O 60 120" SCALE:3"=1'-0" ANY TRACK W/SCREW n I I 64 116" BOSSES. W g� I 70 111" p SILL 73 109" FOR GREATER SPANS OR LOADS THAN (n I I SHOWN IN END STRIP SCHEDULE,END STRIPS REQUIRE A 1'XI'.090'MP ANGLE o n n x MID SPAN USING ANY ANCHOR ON THE EXISTING GLASS �a� o ANCHOR SCHEDULE&'#14a3/4'TEK fill 13 SCREW OR 1/9-I0 BOLT TO END STRIP. 3 y USE(1)BRASS PUSH LOCK 30 ry E(1)BRASS PUSH LOCK J 6� uW OR(11 5/16-18 THUMB OURS(1)5/16-18 THUMB (INSIDE) ���I81LL� ° SCREW I 0 THREADED 30 r(OUTSIDE) ddd d' SCREW I O THREADED sINSERT D7)AT 1/3 SPAN 1- INERT pp.I�7J AT 1/3 SPAN rc?0 2/3 SPAN FROM TO 2/3 SP'AN FROMSILL BOTTOM OF SHUTTER. BOTTOM OF SHUTTER1RECEIVING HOLE SHALL BE � 5� 3/8-MAX WIDTH,UP T 1"HEIGHT. 3 t! 3 TYPICAL OUTSIDE CORNER CLOSURE ° CC1 DETAILS WO/CORNER POST ---- 6ij. - 5 30 a MI5 ala S��E NT 13 13 73 3 30 COPrtUGMENGII.EE(ONGEgL•SS SILL 31 15 (OUTSIDE) 20-26160 USE(1)BOX LOCK AT 1/3 SCALE: SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION: n BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE F CC2 DETAILS WO/CORNER POSTS MULTIPLE SHUTTER ASSEMBLY D9�2 c NTS SCALE.3"=7-0" c 0i K FRANK BENNARDO,PE PEA 0046549 CAC9885 C1 CONNECTION TYPE REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE ' SPACING i C1 CONNJ�A 1/4-20 MACHINE BOLT orz y, \ REFEREN1/2" W/NUT @ 12"O.C.OR / \ SCHEDUL1/2" - #14 SMS @ 6"O,C. / SPACING (TYP.TOP&BOTTOM) I b N ALUM. TUBE ' o v 2 FASTENERS EACH ANGLE SEE TAB ALLOY � C.yC: F'p1 •u SEE TABLE A FOR SIZE. 55 oR6�0R©°R rU6J ' II-N1 x 2 x 1/8 I ALTERNATE THRU B OwOR 2"z 2"z 1/8" II C1 CONNECTION TYPE w !'i„'. >Q_ALUM.ANGLE ° REFERENCE ANCHORMN GL SS O=SEPARATION ^ •.49¢w �O13 ISPACNG SCHEDULE FOR MAXPER TABLE 2 13 F �p w 'I rc"C) 42 b THREE 3/16"0 ALUM. 0 �� POP RIVETS II GLA55 Lq aQ ��DMw �i 1t THREE#12 SMS,TYP. ° 17 OR DOOR�I X vl F �'LL`•q w w 3/16"0 ALUM.POP I I u Q K In uj R F 17 RIVET 18 O.C.OR#12 SMS \ r l�_ // Ac�R�>F�\ 5 O OR > O LL TABLE A(co) Q PRESSURE VS ALLOWABLE LENGTH 2°x2'x1 8' 3N3'kl 8' MAY USE MALE OR _ O�j 2`ih- ry h PSF NOB/6 NaB/i) FEMALE LOCK-SLAT w o N 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN LL 62 130• lee° C5 CONNECTION TYPE C1 CONNECTION TYPE GUIDE TO BUSHING 72 124' 179• CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR �r - i \ WASHER(TYP.) SCHEDULE FOR MAX. \-0 82 119° 172' NTS SCHEDULE FOR MAX. 92 114° I6S SPACING I I w 302 110' 165' ___J/. 14x3/4"SMS @ 9"O.C. p'g ANGLE TO TUBE CONNECTION 120 104" 147' TABLE B CC4) EXISTING HOST 2 z 2 z.125 �b'n 150 97° 131' ( EMBED. 6063-T6 ALUM.TUBE o—x m STRUCTURE z ¢" h z0 0 88• 114" PRESSURE VS ALLOWABLE LENGTH 3 CONNECTION TYPE - a' z J 11�� ��88 EDGE DISTANCE REFERENCE ANCHOR F ry PSF 2W�TTH Y% WIDTH 1B/O SCHEDULE FOR MAX. = N 6 SPACING 62 113" 166" J' �i 0 72 107" 157' ASTENER @ IS"O.C. Cb ALTERNATE BUILD OUT MOUNT SECTION (USE ANY ANCHOR SHOWN c 02 101" 147" IN ANCHOR SCHEDULE). SCALE:3"=1'-0" d 92 90" 132" a � 102 90' 132" � 2 120 1. 122" ' 9 150 74' 109" W E 200 �" 94' W H J m 3/16 RIVET OR#12 SMS .090"6063-T6 MN1iLA55 13 7 I. N we _ @ 18"O.C. OR 1/4-2 17 ALUM.TUBE TYP. EPARAT10N = Z u is 2s`QI 5' NUT S BOLT(TYP.1. F PER TABLE M o w j o v a 9 i yi $gy 3/16"#ALUM.POP GLASS 2 o m i-- ia- R yy 3 ALUM. TUBE RIVET OR#12 SMS Y ~ OR DOOR Q pa~ Q g�. 6063-T6 ALLOY @ 18"O.C.)TYP.) E � y u� i Ix , SEE TABLE B FOR SIZE. 2 FASTENERS 2 x 5 x 1/B x CONTINUOUS g EACH ANGLE 1"x 2"x.093"6063-T6 ALUMINUM ANGLE s° THREE 3/16"0 ALUM. OPTIONAL ANGLE INSIDE 3 1 n ALUM.ANGLE,TYP. ORIENTATION TYP. - - !Jill o POP RIVETS OR 17 17 w b k' 17 THREE#12 SMS,TYP. m ICI S 2' g 0 1"x 2"x 1/8" _B3 ON TYPE OR 2"x 2"x 1/B" 13 REFERENCE nANCHOR Rpg8 ALUM.ANGLE SCHEDULE FOR MAX. ICI l3luRIei9 S ®Q USE MALE OR FEMALE SPACING wPrwcxrEncwEEwucE�wREss LOCK-SLAT EXISTING CONCRETE, 20-26160 . 13 13 BLOCK OR WOOD FRAMING 5u1E:E D ESCRIPTION: (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAG #12 x 1/2"GALVANIZED SCALE:3"=1'-0" OR S.S.SMS,3/16"0 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS °9g NTS MACHINE BOLT&NUT SCALE:3"=V-0" @:18"O.C. C FRANK BENNARDO,PE C5 CONNECTION TYPE PE*0046549..r.8S z ui REFERENCE ANCHOR EXISTING o SCHEDULE FOR MAX. STRUCTURE '4r`" 'v`• GLASS mow., SPACIN 5"MAX. OR DOOR w O GLASSAEt C1 CONNECTION TYPE 1/4-20 MACHINE BOLT ""• ' H u u> OR DOORw w w REFERENCE ANCHOR 1 W/NUT @ 12"O.C.OR7az1- Ln o SCHEDULE FOR MAX, #14 SMS[�6"O.C. =wQ w w SPACING 1/2" (TYP.TOPS BOTTOM) Cw w D.w =_ =,1/4"-20 THRU BOLT W/ GLASS ` X w w m m N Q /2" fr' i o Q 0: #14 x 1/2"SMS 12"O.C. _LOCK NUT(�12"O.C.OR ARATI =w Q �° X z z w wm ox PER LHF.f OR3/16"B ALUM.POPQw Q I712 x 1/2"SMS(l0 12"O.C.E.S. TABLE2 m r- RIVETS 6"D.C. OR 1/4"B D. ° wrS R6OR 3';,OR 3/16"0 ALUM.POP. Z �° in w o OR f6� ' �? ww° ALUM.PUP RIVETS 12"O.C. _^� RIVETS(al 6"O.C. E.S. \ Wx gR 1(b 12 ALUM.POP RIVETS / w AND 3O MN GLASS C•,)!o X�in(�12"O,C.E.S, AND OO 1 / 1/4"MAX.FROM PIN ASSEMBLY1/4"MAX,FROM PIN <- u GUIDE TO BUSHING GUIDE TO B SHING �'TAn� 13 h 7 o '' maiASSEMBLY WASHER(TYPJ wWASHER ITYP.) PER TABLE2 Nwwf ��pu0GLASS = 0Nm/ 1/2" 1/2"TYP. EXISTING CONCRETE, 3 CONNECTION TYPE OR DOORN / BLOCK OR WOOD FRAMINGREFERENCE ANCHOR u X az 4 CONNECTION TYPE SCHEDULE FOR MAX. FaREFERENCE ANCHORSPACING u In :n w ANCHOR / DST SCHEDULE FOR MAX.SS SHOWNF5 R(��OR 3 CONNECTION TYPE IN DIAGRAM ON PG.9REFERENCE ANCHOR EXISTING CONCRET , w o 0SCHEDULE FOR MAX. ��'' I m \ SPACING.ALT.FASTENER BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN n/ \ LOCATION.FRONT AND C1 CONNECTION TYPE / GUIDE TO BUSHING gry 1/4"MAX.FROM BACK ANCHORS NOT REO'D REFERENCE ANCHOR 1/ WASHER(TYP.) -� c WITH THIS LOCATION O INSIDE MOUNT SECTION SCHEDULE FOR MAX. PIN GUIDE TO SCALE:3 1'-0•' SPACING 19w BUSHING WASHER O INSIDE MOUNT SECTION 5 CONNECTION TYPE 11��ii 8 0 0 (TYP) A SCHEDUFERE(LEEFOR MAX. }��"•+ SCALE:3 1'-0" EXISTING CONCRETE, SPACING waa! o:n / BLOCK OR WOOD FRAMI EMBED. cg h m BUILD OUT MOUNT SECTION m — TYP. BOTTOM CO u EXISTING CONCRETE, SCALE:3"=T-0" 'ayy BLOCK OR WOOD FRAMING /E w NOTE:FOR DETAILS A.B.D.AND E ON THIS SHEET, EDGE IST XISTING o THE BASE TRACK MAY BE INSTALLED IN SECTIONS 4 CONNECTION TYPE STRUCTURE _cai c WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE qq A MINIMUM OF TWO SETS OF ANCHORS AND IS A m SCHEDULE FOR MAX. REFERENCE ANCHOR ai MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK SPACING 'E' USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING FOR MAX.. IL�� n OVER THE GAPS BETWEEN SECTIONS. � w 3 16 &RO E f w ° n GLASS w F u w o OR DOOR MN f 77 w #12 x 1/2"SMS 12'• 11A.5S 13 7 N W w '-ei �,��5 dal3' 5J 9 ¢ F-J O.C.DR 3/16•'O ALUM. �PERTI = 2um IfII ~w 00 'le? �ffia g . h~w-N=�' POP RIVETS@6"O.C. TABLE2 X pZf GLASS OR 73 7N=ww R g 6 w OR 1/4"0 ALUM.POP ¢ MN == 2� 4 13 D w w a Q DOOR Fzum M 0�'6 I =� RIVETS ° MN GLASS S 1..,z w m (�12"O.C. w D. V,O VI Q SEPARATION m F°N Q u PER TABLE 2 X Z°z 1/4-20 S.S.MACHINE PER TABLE 2 a Z 93 Z O7 AND OB E J�a °a 1/4"MAX.FROM PIN SCREW NUT(� F u N ASSEMBLY 1/2•• E u GUIDE TO BUSHING Q `eg� 12"O,C. 1/ YP. WASHER(TYP.) w a IT e GLASS w N !N ° OR DOOR X 1/4"MAX.FROM PIN m w O 1/4"MAX.FROM PIN N Q GUIDE TO BUSHING W 4 CONNECTION TYPE 1/2" GUIDE TO BUSHING 2 WASHER(TYP.I a5 6 E EDGE REFERENCE ANCHOR O WASHER(TYP.) R lid, e m EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. wPmmxr Excwewxo E%PRESS �`+ BLOCK OR WOOD EXISTING CONCRETE, TYPE SPACING AS SHOWN 2 CONNECTION TYPE OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR IN DIAGRAM ON PG.9 REFERENCE ANCHOR 20-26160 "x 3"x 1/4"CONT. SCHEDULE FOR MAX. SCHEDULE FOR MAX, suLE: 3 CONNECTION TYPE #72 x 1/2"SMS(al 12" SPACING 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"O ALUM. SPACING.ALT,FASTENER EXISTING CONCRETE, PACE DEscuvriDR: MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS 6"O.C. LOCATION.FRONT AND BLOCK OR WOOD FRAMING d S SHOWN DASHED) SPACING BACK ANCHORS NOT REO'D OR 1/4"B ALUM.POP WITH THIS LOCATION o9� O WALL MOUNT SEC110N RIVETS 12 D.C. O CEILING / INSIDE MOUNT SECTION c D SCALE.3"=1'-0' OF WALL/BUILD OUT r SCALE:3"=1'-0" SECTION SCALE.3"=1'-0•' 0 FRANK 11NNARDO,FE MN CLASS REL 0046549 CAL9B85 GLASS SEPARATION Z - OR DOOR PER TABLE 1300 o w•'g'•. mD:w F ' p Q v SWQ X 0w GLASS OR a' 0.ri Q=2 DOOR S '�7 s Z W wP'1 Of Z F MN CLA55 w w 1 I.-of y�O JN PER TABLE w7a 6� T =Z 0 W 7 q G3;, 0¢ $i Z /2 1 1/4"MAX.FROM PIN GUIDE 13 ? N �q,ggr� -¢ry O 3Gw JO 0 .Z o TO BUSHING WASHER(TYP.1 u-C .250"FROM PIN O w W ie TW01CREW WOOD 28 <a UIOF WASHER DE TO OM �w Vw LAG SCREWS @ 24 CI O.C.MAX.WITH 2" �o w THREADED PENETRATION 4 CONNECTION TYPE "T"INTO CENTER OF 2X STUDS REFERENCE ANCHOR SCHEDULE FOR MAX. EMB."T' 14 SMS @ MIDSPAN BETWEEN SPACING n 6 STUDS FOR TRACK TO 1"x 4" / ri �i PLYWOOD!L TUBE CONNECTION / m o STUCCO FINIS 1"x 4"x.125" / EXISTING HOST STRUCTURE 6063-T6 ALUM.TUBE THIS DETAIL TO BE USED WHEN STUD SPACING NO DECORATIVE FLOOR TRACK DETAILw 5 EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=T-0" g OWALL MOUNT SECTION THIS DETAIL MAY rn m SCALE i 3"=1'-0" ALSO BE USED m AT TOP z w m m f Q O W W G o g ACCORDION SHUTTER d PER PRODUCT APPROVAL —GLASS _ ��ON OR DOOR 13 in 3 N n PER TABLE 2 = u 9 APPLICABLE AT TOP - Z u E AND/OR BOTTOM Q (L X Q SSSg 2"OR 3' w F IL _ EXISTING WOOD(G=0.42) TRUSS OR RAFTER 1/4"MAX.FROM PIN GUIDE La 24"MAX.O.C. ;-1/2';-1/2' a dsg 1/2"MIN. Y € g 1/ BUSHING WASHER(TYP.) 65 2"x 3"x ye"x CONTINUOUS OR 2.175E 6 1/4"TILE(TYP.) EXISTING FINISHIt 2x 2"x'/8"x CONTINUOUS MATERIAINISH MATERIAL6061T6 ALUMINUM ANGLE -3/4"PLYWOOD2"x 5"x 1/ 6063-Tb si i3� i8, ALUM.AN W/THREE �i i y g 0.9E MIN.THICK 6061-T6 ALUM TRACK X —1/4"W A325 GRADE THRU BOLT 7"D.C. iI li FASTENED TO ANGLE WITH 1 4-20 s SCREW WOOD LAG i i ANGLE FASTENED TO / E OR 5/16"W A325 GRADE THRU BOLT(�12"O.C. SCREWS WITH 2 3/4" MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. y EXISTING 3 KSI CONCRETE X 1CREW DEWALT ULTRACON TO EACH RAFTER ODFETRUSS, AND 9"O.C.FOR THE BALANCE HOST STRUCTURE WITH - PENETR."T"IN WOOD . 5 6 S 'r 'D.C.DEWALT LANCE WITH 2-1/2°MIN. STRUCTURE(3000 PSI MIN) MIN.EMB./INIWOODESGO 4 2oT0 055,7/B co wcxr� �I EXISTING CONCRETE HOST CONCRETE/CMU AT 3"FROM ENDS AND 4" _ 24"D.C.MIN.EMB. MAX.WHERE is ry�D� e O. FOR BALANCE WITH0 LAG ANGLE EXTENDS BEYOND IY, MIN EMBEDMENT AND MAX.DESIGN LOAD AT 5'-0•MAX SPAN: LAST TRUSS MORE THAN ENciNeEwxc E%PRE55 2 2"MIN EDGE DISTANCE, t 62 P.S.F. EXISTING CONCRETE, n{ 6 , EXTEND ANGLE TO ¢ w 20-26160 HOLLOW BLOCK OR NEXT TRUSS. Fw-w Su�E: STAGGERED WITH G MIN. MAX.DESIGN LOAD AT 6'-O"MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/8"CONT. F ut CI: SAGE OEscRxPTION: $ SPACING,TYP. t 52 P.S.F. ANCHOR SCHED. ALUM.ANGLE(6063-T6) > �A w w OBUILDOUT MOUNT BASED ON TYPED 13 2=Z V J HO STRUCTURE w O In i SCALE:NTS (MAX.DESIGN LOAD z F °�2 PASS THRU DETAIL Z, a c Hb SCALE:3"=T-0" O TRUSS MOUNT SECTION a c SCALE:3"=1'-0" EXISTING HOST ALT.LEG DIRECTION FRANK BENNAR00,PE STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN PEa 0046S49 CAC9885 12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM0L"' EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW TOP OR BOTTOM ASSEMBLY 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE ,I AX (2)6063-T6 ALUMINUM ` ANGLES PER BEAM END,SIZE o-•:�co:;;±i;; :." EMBED. 1/2" PER SPAN TUBE SCHEDULE SPAN TUBE PER Ft O ACCESS HOLE DESIGN SCHEDULE �v:p2 EDGE OF ACCORDION - z z 1/4-20 MACHINE BOLT W/NUT @ c l w m u a SHUTTER BLADES mu 12"D.0 OR#14 x 3/4"SMS 6"D.C. )" II ui F m o 3.5"MIN .6 �..,:' TYPICAL "v1 ' o 7 LL m vi 1/2"MAX. �cwu e.Li'.� 3.MIN wwQuW g 2.875"0 HOLE(TO RECEIVE DISTANCE 3 16 w EDGESyv=i ¢m-a i d ROUND WINDOW ASSEMBLY) MIN.GLASS 13 a MAXIMUM OF 3 WINDOWS EXISTING A SEPARATION PER EVERY OTHER BLADE GLASS OR ❑p w A z . DOOR z= I 3LLaO 1 LIGHT-N-VIEW WINDOW °wC`m 3"MIN NuVI muj O`�k EDGE r1/2"MAX �p a N.T.S. EXTERIOR ELEV =p DISTANC Z o Il 5 6 LL� S 00 3 16 1/4"MAX.FROM PIN GUIDE rJ w a ?z TO BUSHING WASHER TYP. n ACCESS 1/4-20 MACHINE BOLT W/NUT 2.875"0 HOLE TO SPAN TUBE PER @ M �^ 1/2" HOLE 12"O.0 OR#14 x 3/4"SMS 6"O.C. RECEIVE ROUND EMBED. DESIGN SCHEDULE WINDOW ASSEMBLY I 1/2" (2)6063-T6 ALUMINUM . F1AX. ANGLES PER BEAM END,SIZE y a m EXISTING 1 PER SPAN TUBE SCHEDULE a HOST 1/4"0 THRU BOLTS SEE BEAM o H m STRUCTURE SCHEDULE FOR REQUIRED NUMBERS T 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN a E EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM p • 0.125° �0.125" SPACING,AN 3"MINIMUM EDGE DISTANCE m 0.032" 0.03L I*I{I - R,o MAX.DESIGN LOAD=t 72 PSF E 7 0.196" /�' �\ 3 SPAN TUBE SECTION / 8 N.T.S. VERT SECTION a IF QS" SPAN TUBE SCHEDULE gEg / 1 ALLOWABLE TUBE NUMBEROF NUMBER OF MINIMUMNGLE I I z ROUND TUBE SHUTTER SPAN g THRU-BOLTS HORSPER ANGLE LENGTH -{- f SIZE SPAN WINDOW TOP BOTTOM P BOTTOM TOP BOTTOM TOP BOTTOM o A ad 5"gggg 1 n ASSEMBLY j TUBEBE TUBE TO TUBE TUBE TUBE NBE TUBE TUBE 2'x5•x 60" 123.8' 1 135.2" 2 2 2 3 4' 7- 96" 101.T 1 " 2 2 3 3 71." 7"\ 0.125' 123' 89.9' 94.4"94.4' 2 2 3 3 T T' if G 2'x6Y - 114.8- 1 124.1' 60" 129.1' 1 157.0" 2 2 2 3 4" 7" ,t 9 \\ / fill 0.125 96 2 2 3 3 T T 123' 102.8' 1 109.6' 2 2 4 4 10" 10• I by 1 60" 138.0' 1 196.9" 2 2 3 3 T EE3 02,875" 03.250" -}0.188° I 2'x8'x 96" 122.T 155.T 2 2 3 0 0.125 4 7" 10' m ' 123' 115.4- 1 137.5" 2 3 4 5 10' 13' pp 3 \ / 2'x10'x 60" 1s8.1' "'0" 2 2 3 4 r' 10' �❑b "a` Li 86" 140.6' 229.9" 2 3 4 ° 10" 16' OF@F@pg 29 LIGHT-N-VIEW WINDOW �� /i °'875' 123' 132.2" 203.1" 3 4 6 7 13' 19' RIGR01$ ®� N.T.S. SABIC PLASTICS SLX1431T-UL-94HB __i SPAN TUBE SCHEDULE NOTES: 00PVRiGHTENGWEMNGRP E ANGLES FOR 2"x5'&2"x6"BEAMS.2. 20-26160 . USE 2"x5"x1/4"ANGLES FOR 2"x8"&2"x10"BEAMS. su 3. USE BEAM SCHEDULE FOR DETAIL 3/8. 4. TOP&BOTTOM BEAMS MAY BE USED TO OR IN COMBINATION WITH OTHER PAGE OE9CRIPiION: CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS, 2:2BLADE W/ ROUND WINDOW S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND ANCHORS,ANGLES AND BO TS),BELOW THE BEAM.MID-SPANBWITH THE SHUTT ES RSHALL HAVEPSPAN TA EN AS THE BEAM LIMITATIONS(SUMLUDING OFF THE SPANS 09 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. . 6. LAP BEAMS ARE NOT ALLOWED. r 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O ANCHOR SCHEDULE: CONCRETE FRAN PEA K KS 54G,PE EN N9 CAPE 2.5'MIN EDGE DISTANCE '' Soans Uo 6'-0 To " Spans Up To IT-0" Soans UP To 8'-3" LOAD CONN TYPE CONN TYPE CONN TYPE .H• ANCHOR (psF) a ai Cl C2 C3 C4 C5 C1 C2 C3 I C4 CS HCI C2 1 C3 C4 CS 1/4°I W TAPCON OR ELCO 43 16.0"116.0"15.0"16.0"'16.0"16.0"I6.0" 9.0"113.0" ULTRACON WITH 1-3/4" 53 16.D"16.0"10.5"14.5"I16.0"16.0"12.0" 7.0"110.5"16.0"15.0" 7.5" 4.S" 7.5" 10.5" EMBED(3192ps1 MIN CONC) 62 16.01 16.0" 8.5" 12.5"'!16.0"16.0" 9.5" 5.5" 8.5" 15.0"15.0" 7.5"14.5" 7.5" 10.5" �S 70 16.0"113.0" 7.0" 11.0"116.0"15.5" 8.0" 5.0" 7.5" 11.5"15.0" 7.5" 4.5" 7.5" 30.5" 7 / 0 ' COMBINATION La o i 100 15.0"1 7.5" 4.5" 7.5 10.5"15.0" 7.S" 4.S"1 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5" 2 x S TYP•I g / 0 COMBINATION ,_1 dil~J�N�0 1/4°MILLENIUM MILLFAST 43 16.0"16.0"15.0"16.0"16.0"16.0"16.0" 9.0"113.5"16.0"16.0" 8.5" 5.5" 9.0" 13.5" . LL N�+-1,g N WITH 1-3/4'EMBED(3275psI 53 I6.0"16.0"11.01,15.01'16.0"16.0"11.0" 7.0"110.5"16.0"13.5" 7.0" 4.5" 7.5" 9.5., -q+ „'0 3_j 8'- MIN CONCRETE) 62 16.0"55.0" 8.5" 13A"116.0"16.V 1 S.5"b 910" 13.5"13.5" 7.0"1 4.5" 7.5" 9.5" O ..-a'�.k j w m U 70 16.0 12.0" 7,0" 11.0 16.0"14.0" 7.0" 4.5 8.0" 10.5"13.5" 7.0" 4.5" 7.5" 9.5" Q W-20 T b.1f' wz 100 13.5" 7.0" 4.5" 7.5" 9.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0"T 4.5" 7.5" 9.5" 1/4'DEWALT CRETEFLEX 43 16.0"116.0"16.0"16.0";16.0 16.0"16.0"13.S"116.0"16.0"16.0"12.5"1 8.0" 13.0"16.0" !=:o:ry O S u w I x 5 TYP. 2 x 5(TYP. .I O M. 0 554 W/2"EMBED(3350ps1a 16.0"16.0 16.0"16.0 16.0"16.0"16.0"50.0"115.5"16.0"16.0"10.0"1 6.5" 11.0"14.0" 1�01 w N MIN CONC) I6.0"116.0"12.5"I6.0"I16.0"16.0"12.5" 8.0"113.0"16.0"16.0"10.0";6.5" 11.0"14.0" 'tom/ 3 LL zl oz m 0' z I6.0"16.0"10.5"I6.0"I16.0"16.0"10.5" 7.0"I11.5"1S.0"16.0"10.0".6.5" 11.0"14.0" o W 16.0"130.0" 6.5" 11.0";14.0"16.0"10.0" 6.5"111.0"14.0"16.0"10.0"1 6.5" 11.0"14.0" w '4. I"MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. c1 c: c3 C4 cs cl cz c3 1 .5 cs 6. cz c3 c4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4-ITN TAPCON OR ELCO 43 16.0"16.0" 7.5" 8.0"116.0"16.0"16.0" 5.0" 5.5" 16_D"16.0" 9.0"1 3.0" 4.0" 14.0" _ C2 CONNECTION TYPE USING PIECE WITH OUTSIDE ULTRACON WITH 1-3/4' S3 16.0"16.0" 5.5" 6.5"116.0"16.0"12.0" 4.5" 16.0"14.5" 7.5" 10.0" ANCHORS ONLY EMBED(3192ps1 MIN CONC) 62 1fi.0"15.5" 4.5" 5.5"'16.0"16.0" 9.0" 4.0" 14.5"14.5' 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE WITH n a- 70 16.0"12.5" 4.0" 5.0";16.0"15.0" 7.5" 11.01,14.5" 7.5" 10.0" OUTSIDE ANCHORS ONLY 100 14.5" 7.5" 30.0"14.5" 7.5" 10.0"14.5" 7.5" 1o.0" LL 1/4'MILLENIUM MILLFAST 43 16.0"116.0"11.0"13.5"116.0"16.0"13.0" 6.5" 9.5" 16.0"1L 7.0" 4.0" 6.5" 10.5" WITH 1-3/4"EMBED(3275psI 53 16.0"116.0" 8.0" 11.0"'16.0"16.0" 9.01, 5.0" 7.5" 16.0"�105' 1.5" S.5" 7.5" ANCHOR NOTES: w' a MIN CONCRETE E) 62 16.0"11.5" 6.0" 9.0"116.0"13.5" 7.0" a.0" 6.5" 11.0" 5.5" 5.5" 7.5" I. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING70 16.0" 9.5" 5.5" 8.0 16.0"11.5" 5.5" 5.5" 8.5" 5.5" 5.5" 7.5" 1� , m ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE y M O 100 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" S.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). * oe M z 1/4'ALL-POINTS SOLID-SET 1-1/4"MIN EDGE DISTANCE D,`4 m o C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, 0 z�„ z' m u ANCHOR W/7/e°EMBED& ANCHOR TYPE AND ECGT.DISTANCE.SELECT DESIGN LOAD GREATER THAN OR u uJ m 1/4-20 SS MACHINE SCREW 43 16.0"(16.0" 8.5" 10.5"116.0"16.0"12.0" 5.5"1 7.5" 16.0"12.5" 6.5"1 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER c g N (3000psi MIN CONC) 53 16.0"IS 6.5 8.0"I16.0"16.0" 8.5" 4.0" 6.0" 15.5"10.0" 5.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. F o .� 62 16.0"11.0" 5.0" 7.0";16.0"12.5" 6.5" 3.5" 5.0.. 10.0"10.0" S.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. n 70 16.0"I 9.0" 4.5" 6.0"116.0"10.5" 5.5" 3A"1 4.0" 8.0" 10.0" 5.0" 4.0" 7.0" c g u? 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 0 100 30.0" S.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER v 3°MIN EDGE DISTANCE 1/4"ALL-POINTS SOLID-SET ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATEry ANCHOR W/7/8'EMBED& CI C2 C3 C4 CS Cl C2 C3 C4 C5 CI C2 1 C3 C4 C5 CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF aS D 1/4-20 SS MACHINE SCREW 43 I6.0"116.0"16.0"I6.0",16.0"16.0"16.0"11.5"16.0"I6.0"16.0"11.0" 7.0' 11.0"16.0" CONNECTION TYPE. t (3000ps1 MIN CONC) 53 16.0 16.0"13.S'16.0 36.0"16.0"14.0" 8.5"I13.5"16.0"16.0" 8.5"1 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE e 62 16.0"116.0"10.5"16.0"16.0"16.0"11.0" 7.0" 11.0"16.0"16.0" 8.5" 5.5" 9.5" 12.0" ONLY. 70 16.0"15.0" 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"13.0"16.0" 6.5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED E 100 16,0"I 8.5" S.5" 9.5"'12.0"16.0" 8.5" Ss, 9.5, 12.0"16.0" 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4"1DEWALT SS DROP-IN 2-5/8°MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4-20 SS BOLT AND Cl C2 C3 C4_1 CS C1 C2 C3-1 C4 CS Cl C2 C3 C4 CS FINISHES. x 3 1°EMBED(3000ps1 MIN 43 16.0"116.0"14.0"16.0";16.0"16.0"14.0" B.0"'12.5"16.0"14.0" 7.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS o °3 CONC) 53 16.0"16 9.5" S4.0 '16.0"16.0" 9 5" 6.0"I S0.0"16.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQI ATE WOOD FRAMING 1�a19 IZI, MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR J-1�ea 16.0"30.0" 6.5" 10.5"I16.0"12.0" 6.0" 4.0 7.5" 9.0" 11.5" 6.0"8.5" 1 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. B.0" 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" B.0" B. SHALL BELOCATED INCENTER OF NOMINAL 2C x 4F(M N.)WOOD STUD./4ER I� 100 11.5" 6.0" 4.0" 7.0" LA 3-1/2°MIN EDGE DISTANCE .5 1/4"DEWALT SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. G SCREWS SHALL c e rc B1 8 W/1/4-20 SS BOLT AND CI I C2 C3 C4 CS Ci C2 C3 I C4 C5 CS C2 I C3 C4 C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. e- 1°EMBED(3000ps1 MIN 43 Ifi.O"I16.0"15.0"16.0",16.0"16.0"14.5" 9.0"113.5"16.0"15.0" 7.5"1 5.0" 9.0" 12.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN IBE?E ''• CONC) 53 16.0I 1::10.5"15.0".16.0"16.0"10.0" 6.5".10.5"16.0"12.0" 6.0" 4.0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRU55 HEAD,OR WAFER t X �34g 62 16.0"13.0" 8.0" 12.5"16.0"15.0" 8.0" 5.0" 9.0" 12.0"12.D" 6.0"1 4.0" 7.5" B.5" HEAD(SIDEWALK BOLT),U.O.N. 1 wd c ��+ 70 16.0" 6.0"j 4.0" 7.5" _8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, W 1� �I�Id�I 3 g9 100 12.0"I 6.0" 4.0' 7.5" 8.5" 12.2"MIN EDGE'DISTANCE 5" 12.0" 6.C"1 4,0" 7.5" 8.5° .� DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, �fl u S I S� R #12 SMS W/2°EYEWALL C1 C2 C3 C4 1 CS CI C2 C3 1 C4 CS C1 C2 C3 C4 CS NUT OR WASHER WINGNUT. COPYRGKIENGINEENNGEEBi ARMOR INSERT W/2°EMBEDr4316.0"116.0"11.5"14.0"116.0"16.0"16.0" 7.5"'.10.0"16.0"16.0" 9.0"1 4.5" 6.5" 13.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 20-26160 (2000ps1 MIN CONC) 16_0";16.0" B.5" 11_0. .6.0"16.0"11.5" 5.5"1 8.0"F16.O"14.0" 7.0" 3.5" 5.5" 10.0" 16.0"115.0" 7.0" 9.5"i16.0"36.0" 9.0" 4.5" 6.5" 14.0" 7.0" 3.5" 5.5" 10.0" 11. WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOTBE USED TOg _ _ Q DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAGE DEscRIPTIGN: 16.0"12.0" 6.0" 8.0"',16.0"14.5" 7.5" 4.0" 6.0" 14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK _ 14.07.0" 3.5" S.5".10.0"14.0" 7.0" 3.5'•'S.5" 14.0" 7.0" 3.5" 5.5" 10.0" 12. ALL MILLENIUM MILLFAST CONCRETE SCREWS SHALL HAVE T&C ULTRACOTE #12 SMS W/2.75"EYEWALL16.0"I16_0"16.0"16.0",16_0"16.0"16_0"10.0"_14.0" 160"11.5"16.0" 9.5" 16_0"ARMOR INSERT W/2.5° 16.0";16.0"12.0"16.0"16.0"16.0"15.0" 7.5"p 11.0" 16.0" 9.0"1 5.0" B.0" 13.0"EMBED(2000ps1 MIN CONC) 16.0"16.0" 9,5" 13.5"�16.0'.'16.0"11.5'_6_5"i 9.5" 16.0" 9.0" 5.0" 8.0" 13_0"16.0"I16.0" 8.0" 11.5"16.0"16.0" 9.5" 5.5"8.5" 16.0" 9.0" 5.0" 8.0" 13.0"' \0 `-`J�1 C 100 16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.01, 16.0" 9.0" S.0" 8.0" 13.0" • • . • m �� FRANK BENIARD MR EMEM ¢ EMEM MO 1-314"EMBED(2899pl MIN gm MR molm • �®mmmmmmmm®mmmmmmmmmm©mmmmmmm EMSmw m smaymmme=�������� ��� 1_1/4'EMBED MAMA WITH 1-1/4'EMBED • mii ilia EMmanagm �iiii MEN mmmm©mm ©mmm m mmmm©mm mm 1,ME Role aim mmmm mmgr.mm mm ■ ®m®iiiim mmKm®mom/iiimmmmimm ®miiiiaiiiiiiiiiiiiMEMOM" iiiaiiiiiiiiiiii�mm ii mmmmiii/mmmmia�i mm �mmmmmmm©mmmmmm�mmmmmmm©mmmmmmm - - Mw - 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK FRANKBENNARDO,PE PEA 46549 CAf9aa5 _ 2'MIN EDGE DISTANCE _ q,`•; G Spans Up O ANCHOR TO 6'o'. Spans Up To 8'-3" SOan,Up To 12'-1" O LOAD CONN TYPE CONN TYPE CONN TYPE ,. x (P-0 C1 C2 C3 C4 CS Cl C2 C3 I C4 I CS C1' C2 I C3 I C4 CS #12 SMS W/2"EYEWALL 43 16.0E 16.0E 7.5E 9.0E 16.0E 15.5E 8.5" 4.5E 6.5"115.5" 8.5" 4.5E 4.0" 7.0" 3 y ARMOR INSERT W/1-1/4' 53 16.0E 50.5E S.D" 7.0E 16.0E 11.0E 6.0E 3.5E 5.0E 11.0E 7.0E 3.5E 3.5" 5.0" vJ EMBED 62 14.0" 7.5" 4.0E 6.0E 14.5E 9.0E 4.5E 4.0E 7.0E 7.0E 3.5E 3.5E 5.0E -7 o.p O J 70 11.5E 6.0E 3.5E 5.5E 12.5E 7.5E 3.5E 3.5E 5.5E 7.0E 3.5E 3.5" 5.0E C x xm wm $o 100 7.0" 3.5" 3.5E 5.0E 7.0E 3.5E 3.5E 5.0E 7.0E 3.5E 3.5E 5.0E ;',tii.~.P1 •U• ANCHOR SCHEDULE: WOOD (G=0.55) , I W n U.- 3/4"MIN EDGE DISTANCE ( Y_ Q o O G' Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" z LOAD CONN TYPE CONN TYPE CONN TYPE �'°:^ K CI G w u ANCHOR (psi Cl C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS 4#'=!,U.+W-az 0 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0"11.5"12.5"16.0"I6.0"16.0" 7.5" 9,0E 116.0E 16,0E 14.5E 4.5E 6.0" 16.0E 3 LL a£i7 MIN THREAD PENETRATION 53 16.0E 16.0E 8.5E 10.0E I6.0"16.0E 16.0E 6.0E 7.0E 16.0E 16.0E 11.5E 4.0E 5.0E 16.0E UI FKK4 w 62 16.0"16.0" 7.0" 8.5" 16.0"16.0"14.5E 5.0E 6.0E I16.0"16.0E 11.5E 4.0E 5.0E 16.0E 0 W 70 16.0"16.0" 6.0" 7.5" 16.0"I6.D"12.5" 4.0" 5.5"I16.0"160"11.5" 4.0E 5.0E 16.0E ,y 100 16.0"11.5" 4.0E 5.0" 16.0"16.0"11.5E 4.0E 5.0E 16.0"16.0"11.5" 4.0E 5.0E 16.0E 8 N 7/16"WOOD BUSHING WITH 43 16.0"16.0E 8.0E 10.0E 16.0E 15.5" 8.5" 4.5 7.0";15.5" 8.5" 4.5" 4.5" 7.0" $ n 1.13°MIN EMBED&1/4-20 53 16.0"10.5E 5.5" 8.0" 16.0"11.0" 6.0" 3.5" 5.5"111.0" 7.0" 3.5" 4.0" 5.0" ru V SS MACHINE SCREW 62 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5E 7.0E 7.0" 3.5" 4.0" 5.0" r; 70 12.0E 6.0E 3.5E 5.5E 12.5E 7.5E 3.5E 4.0E 5.5E 7.0E 3.5E 4.0E 5.0E n LL O n n 0 100 g3r" 4.0" 5.0" 7.0" 3.5" 4.0E 5.0E 7.0" 3.5" 4.0E 5.0E ° -+ #14 SMS OR#14 WOOD 43 12.5E 14.5E 1fi.0"16.0E 16.0E 8.0E 10.0"i16.0"16.0E 11.5E 5.0E 7.0E 16.0" 3S SCREW WITH 1-3/4"MIN 53 9.0E 11.5E 16.0E 16.0E 15.0E 6.0E B.D"i16.0"16.0E 9.5E 4.0E 5.5E 13.0E X THREAD PENETRATION 62 7.5E 9.5E 16.0E 16.0E 11.5E 5.0E 7.0E 16.0E 16.0E 9.5E 4.0E 5,5E 13,D" .43 0 .�� 70 6.5E 8.5E 16.0E I6.0"10.0" 4.5" 6.0100 4,0E 5.5E 13.0E 16.0E 9.5E 4.0E 5.5E,13.0E I6.0" 9.5E 4.0E 5.5E 13.0E w�g 0 ANCHOR SCHEDULE: WOOD (G=0.42) ° m m m C 1 U ry3/4'MIN EDGE DISTANCE may-/ f< °!� N G Spans Up To 6'-0" Spans Up To e'-3" SpaMN s Up n L CONN TYPE CONN TYPE CONN CAD TYPE ' O ANCHOR (CA � x rn CI C2 C3 C4 CS C1 C2 C3I C4 I CS C1 C2 C3 C4 CS 1/4'LAG SCREW WITH 1-3/4 43 16.0E 16.0E 9.0E 10,0E 16.0E 16.0E 16.0E 5.5E 7.0E I16.0"16.0E 9.5E 3.5E 4.5E 15.0E <g m MIN THREAD PENETRATION 53 16.0E 16.0E 6.5E 8.0E 16.0E 16.0E 12.5E 4.5" 5.5E 116.0E 15.0E 7.5E 3.0E 4.0E 11.0" 7 v 62 16.0E 16.0E 5.5E 6.5E 16_0"I6_0" 9.5E 3.5E 5.0E I15.0"15.0E 7,5E 3.0E 4.0E 11.0E ��\ g a 70 16.0"13.5" 4.5" 6.0" I6.0"16.0E 8.0E 3.0" 4.0",11.5E 15.0E 7.5E 3.0E 4.0E 11.0" ILLS\�ri�- S 2 100 15.0E 7.5E 3.0E 4.0E 11.0E 15.0E 7,5E 3.0E 4.0E 11.0E 15.0E 7.5E 3.0E 4.0E 11.0E 9fl Q #14 SMS OR#14 WOOD 43 16.0"16.0E 8.5" 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0"13.0" 6.5E 3.5E 5.0E 10,5" 0 0 SCREW WITH 1-3/4'MIN 53 16.0"16.0" 6.5E 8.0" 16.0"16.0" 8.5" 4.0" 5.5"116.0"10.5" 5.5" 2.5" co" 7.5E E 30 THREAD PENETRATION 62 16.0"I1.5" 5.O" 7.0" 16.0"13.0" 6.5" 3.5" 5.0"110.5E 50.5E 5.5E 2.5E 4.0E 7.5E d4 70 I60" 9.5" 4.5E 6.0E 16.0E 11.0E 5.5E 3.D" 4.0E 8.D" SO5" 5.5E 2.5" 4.0"- 7.5E 100 10.5E 5.5E 2.5" 4.0" 7.5" 10.5" 5.5E 2.5" 4.0" 7.5" 10.5" 5.5" 2.5E 4.0" 7.5E9-19 9, fill ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK W a1051 4"MIN EDGE DISTANCE fiII rj Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" £ o ANCHOR (FG� CONN TYPE CONN TYPE CONN TYPE Gil`�Sirc8 s x rn Cl C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 C5 1 e8 E' 5/16°ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"16.0E 36.0E 16.0' 15.0"16.0"116.0 16.0E 15.0E 9.0E 14.0"16.0' - sg 2-1/4p'�MIN.EMBED 53 16.0"16.0"16.0"16.0"16.0E 16.0E 16.0E 11.0E 16.0'16.0E 16.0E 12.0E 7.5" 12.0"16.0E 62 16.0E 16.0E 14.0E 16.0E 16,0E 16.0"15.0" 9.0" 14.0"116.0"16.0"12.0" 7.5" 12.0"16.0E y n•Y 3 70 16.0"16.0"11.5E 16.0E 16.0E 16.0E 12.5" 8.0" 12.5"16.0"16.0"12.0" 7.5" 12.0"16.0E 3 100 16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"!16.0"56.0"12.0" 7.5" 12.0"16.0" w 5/16"DEWALT ULTRACON 43 16.0E 16.0E 10.5"14.0"16.0"16.0"10.5E 6.5" 9.5" 16.0"11.0" 5.5" 6.5" 9.0E13ual u O W/2-1/4'MIN.EMBED 53 16.0E 13.5E 7.5" 11.0"16.0"14.0E 7.5" 7.5" 13.5" 9.0" 6.5E COPMGUENGNEERNGE%P M �w 62 16.0"10.0" 6.0E 9.0E 16.0E 11.0" 5.5E 6.5"',9.0E 9.0E 6.5E 20-26160 70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" 5.5" 7.0" 9.0" 6.5" SGLE: O°C 100 9.0E 5.5E 6.5E 9.0E 5.5E 6.5E 9.0E 6.5E 6 K Z PAGE OESORIPTION: 00 2"MIN EDGE DISTANCE • __ CI C2 C3 C4 C5 Cl C2_ C3 - CS CS _C2 - _- CS_ #12 SMS W/2"EYEWALL 43 16.0E I6.0" 9.5E 11.5E I6.0"16.0E 14,0E 6.0E 8.0E 16.0"14.5" 7.5E 3.5" S.5" 11.5E °�g ' ARMOR INSERT W/2-EMBED 53 16.0E 16.0E 7.0E 9.0E 16.0E 16.0E 9.5" 4.5E 6.5E 16.0E 31,5E 6.0E 3.0E 4.5E 8.5E - p 62 16.0E 13.0E 5.5E 7.5" I6.0"14.5E 7.5" 3.5E 5.5E'12.0"11.5E 6.0E 3.0E 4.5E 8.5E C -'^ EE SHEET ANCHOR NOTES:S 70 16.0E 10.5E 5.0E 6.5E 16.0E 12.5E fi.5" 3.0E 4.5E 9.0E 11.5E 6.0E 3.0E 4.5E 8.5E tl 100 11.5E 6.0E 3.0E 4.5E 8.5E 11.5" 6.0" 3.0" 4.5" 8.5E 13.5" 6.0" 3.0E 4.5E 8.5E 9 FOR ANCHOR NOTES. ACCORDION SHUTTER SYSTEM FRANK BENNARDO,PE PEO 0046549 CA49885 ALTERNATE MOUNTING OPTION MAX DESIGN SCHEDULES SLAT _______ SPAN C C OPTION 1 OPTION 2 �� '= c v • (2)ANCHORS 1 2x3x0.25 ANGLE 6063-T6 2 2x3x0.125 ANGLES 6063-T6 mM •u� O ALLOWABLE DESIGN PER SIDE,SEE O ALLOWABLE L'...�.;'••F NOMINAL NOMINAL IPf 'I wN DETAIL 3/12 WIDTH PRESSURE WIDTH PRESSURE _ I.,.;s'', i NOMINAL WIDTH __ _ POSITIVE(-)j NEGATIVE(-) POSITIVE(�) NEGATIVE(-) "`'�w0 .3,U PER SCHEDULE 42" - 151 psf 1 w ul i 1 200 psf q2- 80 psf 173 psf � 1 TYPICAL ELEVATION (OPTION 1) ___45 131psf 2oop5r 45" psf 151psf gggg-w� 12 12 N.T.S. EXTERIOR ELEV 48• 116 psf 177 psf 48" 61 psf 132 psf O y u w a — L`..;O,y Jnww ACCORDION SHUTTER SYSTEM 51" 102 psf j 147 psf 511, 54 psf 117 psf ^` D w_ z 54• 91 psf 124 psf 541. 48 psf 105 psf 3 LL s i9 57" 82 psf j 106 psf 57^ 43 psf 94 psf N W.. w 60" 74 psf j 91 psf 60^ 39 psf 85 psf w 69" 63" 67 psf j 78 psf 63" 35 psf 77 psf MAX 66" 61 psf 68 psf 66- 32 psf 70 psf d SLAT 69" 56 psf 60 sf P 69• 30 psf 63 psf SPAN C C 72- 51 psf 52 psf 72^ 27 psf 56 psf (2)ANCHORS 75" 46 psf 46 psf 75• 25 psf 49 psf O 78• 41 psf j 41 psf 78" 23 psf 44 psf PER SIDE,SEE O B1. 37 psf 37 sf DETAIL 4/12 P j P 81'• 21 psf 39 psf ,R s 3 NOTE:DESIGN PRESSURES SHOWN IN DESIGN SCHEDULE ARE FORw=^ 1 NOMINAL WIDTH DETERMINING MAXIMUM ALLOWABLE HORIZONTAL SUPPORT ANGLE SPAN. o PER SCHEDULE !ter F� Q 21 g TYPICAL ELEVATION (OPTION 2)• PERMITSHUTTETED ND AND ALLOWABLE LOADS SHALL NOT EXCEED THOSE �y R 2 PERMITTED IN DESIGN SCHEDULES. 12 12 N.T.S. EXTERIOR ELEV o?m u 6 SHUTTER SYSTEM SHUTTER SYSTEM S w 1• c = 2"x3"x0.25"6063-T6 2"x3"x0.125"So%T6 CONTINUOUS ANGLED/ a g SUPPORTING SHUTTER TRACK CONTINUOUS AN d SUPPORTING SHUTTER TRACK LAG SCREW WITH 2"� i / W LAG SCREW WnH 2 ag THREAD PENETRATION , ut THREAD PENETRATION / iO AND-"EDGE DISTANCEf�I AND Y4°EDGE DISTANCE TO G=0.42 MIN.WOOD,j�j�J TO G=0.42 MIN.WOOD,���f CENTERED IN LEG OF��/f CENTERED IN LEG OF" f Flo Y S 2"x3"x01.25"ANGLE", 2/x/3"x0.25"ANGLE i / m gm � 11� 5 r G=0.42 MIN.wOuu,� G=0.42 MIN.WOOD/ HOST STRUCTURE / / HOSTSTRUCTURE / ANCHOR NOTE: MILLENIUM MILLFAST SCREWS W CEILING HEADER ,, f / CEILING HEADER }" /T&C ULTRACOTE MAY BE USED IN LIEU OF THE LAG 1 1 SCREWS CALLED OUT ON THIS SHEET UTILIZING THE a @@@5 SAME CRITERIA. @¢$ g 1/4-20 316 SS THRU-BOLT SPACED i ii / 1 4-20 316 SS THRU-BOLT 12"D.C.MAX OR*14 316 SMS OR I / PACED 12"O.C.MAX OR#14 �"LAG SCREW WITH 2"// SOS SPACED 6"O.C.MAX.FASTENER �°LAG SCREW WITH 2"' / i 316 SMS OR SOS SPACED 6" THREAD PENETRATION"�/f SHALL BE LOCATED 1"FROM ENDS. THREAD PENETRATION/ O.C.MAX.FASTENER SHALL BE AND 7/4"EDGE DISTANCE f/� AND�"EDGE DISTANCE/ LOCATED 1"FROM ENDS. aR S 4R TO G=0.42 MIN.WOOD, TO G=0,42 MIN.WOOD,asCENTERED IN LEG OF 2"x3"x0,125"6063-T6 ALUMINUM 2"x3"x0.125"6063-T6 2"x3''x0.125"ANGLE / ANGLE,2"LONG,ONE PER END CENTERED IN LEG OFCONTINUOUS ANGLE 20-26160 . �� 2"x3"x0.125"ANGLEOF 2"x3"x0.25°ANGLE. •-•••-..,. SUPPORTING SHUTTER TRACK Sau: - I - PAGE DESCRIPTIGN: TYPICAL END ATTACHMENT TYPICAL END ATTACHMENT s OPTION 1 a OPTION 2) S N.T.S. VERT SECTION c 12 12 N.T.S. VERT SECTION C