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Florida Building Code Online Page 1 of 2 N a, iR �, a '':YK z �`�^ ^'a� 't.r t,F a Asa , ii a In tS � BCIS Home Log In User Registration S Hot Topics ;t Submit Surcharge ; Stats&Facts i Publications FBC Staff i BCIS Site Map g Links Search db -� ra Product Approval 1779 USER:Public User CEI E � Ly_ ar/ roduct Approval Menu>Product or Application Search>A licatiol ..st>Application Detail AUG 3 0 2017 kar7-'M FL# - FL13757-RS Application Type Revision PERMITTING Code Version _ 2014 St. Lucie County, FL Application Status Approved Comments ` ':L9 F '4% r r' AE0 A, Archived1" L 4� �{ Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 954)493-8551 tomJ Authorized Signature Frank Bennardo frank@engineeringexpress.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 CAccordion) Subcategory 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 the Frank L.Bernardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Indep 2.odf FL13757 R5 COI Inclep 3 pdf 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 RS E iuiv Eouiv 2.odf FL13757 R5 Eauiv Eou,v 3.1)df FL13757 R5 Eauiv Enjiv.odf http://www.floridabuilding.org/pr/pr,__,app_dti.aspx?param=wGEVXQwtDgvgk7yHMuovb... 8/29/2017 Florida Building Code Online Page 2 of 2 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 Date Revised 08/09/2017 Summary of Products ,. FL# Model,Number or Name Description 13757.1 16.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 IT Dwa.Ddf Approved for use outside HVHZ:Yes Verified By:Frank L.Bernardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installa' drawings for allowable a FL13757FS Af- F_val.df combinations an dditional limitations e. Cr Third Party:Yes 13757.2 16.9 Streamline Shutter Large Missile Impact Resistant o . Shutter System Limits of Use - Installation Instructions Approved for us n HVHZ:Yes FL13757 RS II Dwa 2.Ddf Approved for use ou Verified By:Frank L.Bernardo,P.E.PE00 549 Impact Resistant:Yes Created by Independent Third Party: Design Pressure:N/A tion Reports Other:See installation drawing for allowable span/pressure FL137,97 R- va .Dtlf 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 R5 1, Dwn 3.1)df 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,anchorage,etc. FL13757 RS AE Eval 3.Ddf Created by Independent Third Party:Yes rpt; Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addre-996!are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contactothe 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,effect140tob"et 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 fonoffltlal 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 SAC_ http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 8/29/2017 6.8 STREAMLINE SHUTTER NN GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING ? PIO.46 CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE *' INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH : -o $ MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. NA QFp �tQSEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION iio2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE �DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE,PRESSUREREppUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 70PTRACki��7 � 89 PLOIIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN w= X 1;uiPRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. >v$w a 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 ac w SAFETY FACTOR. Z 5. THIS SYSTEM HAS BEEN.DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND PLAN VIEW W w 3 8 m ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. vii 5S'S Y 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a j e W LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a o 'D p I 7. DETERMINE•THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE,WHEN REFERENCING THESE A w DOCUMENTS;TN.ACCORDANCE WITH'THE-GOVERNING CODE GOVERNING WIND VELOCITY,,.:.FOR 6 N WIND LOAD°CALCULANIONS IN ACCORDANCE WITH ASC ADIREC7fONALTTY FACTOR OF Kd=0.85 ' SNALL;BE USED ,.!- .I t.t. "s + ;' ;1+= X.<.... > :. 8. THE SYSTEM DETAE6514 REN IS GENERIC AND DOES NOT PROVIDEINFORMATION FOR A SPECIFIC w N m SITE. 8 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 nuW PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER OQ 61615-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE 1 a u o 'I CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR O %wa y Q m VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. oa &0 11, ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL am DOCUMENTS. HURRICANE PROTECTION a Z 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING. BOTTOM = OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND TRACK e SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS//HER APPROVAL. LOCKING ME NISM,SEE D 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FbLLOWING MINIMUM 7YPt L PLAN VIEWS 3o S s INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDIO a FORT LAUDERDALE FL as SHUTTER ELEVATI MISSILE LEVEL D-ASTM E3886,E1996&E330 TAS 201,202&203 FLORIDA BUILDING CODE APPROVED TABLE 2: N.T.S. EXTERIOR ELEv 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUNLUPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. NON-HVHZ ESSENTIAL (e -5" m 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ $ BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIESa 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTERS 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLA ALLATIONS INSTALLATIONS INSTALLATIONS . 19. MOUNTING EXTRUSIONS MAYBE BENT TO FORM A CURVE WITH A MIN.RADIUS OF SO". SPAN 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. £ 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE a !3 & 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 1-5/8" 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 2-3l8" 1-5/8" 6� 99" 3-1/2" 1-7/8" 3-6/8" 1-7/8" TABLE 1: 2" 4-1/4" 2" TABLE 1 NOTES: h 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" � 4-718" 2" 5" 2" ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE � a TABLE 2 NOTES: v ,€ MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 2. NCIN-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY C0PYRWffFk4MLwwmp.E POSITIVE NEGATIVE 2• LINEAR INTERPOLATION BETWEEN SHUTTER FIORTOK 15-2339 SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND € SHUTTER DESIGN DESIGN BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A 5��° SPAN PRESSURE PRESSURE PAGE DESCRIMON: s DESIGN PRESSURES FOR THF.NEM HIGHER MINIMUM SPAN OF ZONES LEAST THROUGH IPSFI (PSPI SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL - 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8".WHEN>30' ABOVE GRADE. °F 99" 70 70 5, LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 9 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM L1ul 144" 43 40 E1996-09. r 8 \\.FPNY�}6EENNARDO.P.E. PR03ECTION VARIES .```L\ •tlEN /i'', 2.674" 4.874"MAX. ��/�� 0.115° -T •IIh,^"O_•,._!" t111,"10r1 .O. 0.080" 0.062" 450" 0.12$" 8" " 1.830" 0.0621.70 0.100 1.708" 0.100" r O > •••. .. 5�"-'-N'�" {I }_ .z ro T . " . 0195 .195" 096 " 2.820"" . 0.060' 0.070 0.060 0.125" 3- 0. 062° 0.6300.630" 0.062° 0.43" .096" •,•/S////`Ip51I�yJ1•'�7\"1-\- *�O^.�'/It1e��tN•N• ,c So ��qiM ��� 0062"N - 908� D" 0.630 1,99 -1 0.97 0.971"1 0.143".06 �0200060" 70" 0.630 ,�00.062" 0.200.. 0. 62" . 0.630 V 1.069" 1.069 . -- 2T W5.745"MAX. SUPPORT LEG OPTIONAL 0 0.062 .210 1.069" 0.0 5.45"MAX. OWALL BUILD OUT WALL STREAMLINE CEILING TRACK STREAMLINE WALL TRACK HEAVY HEADER/SILLOLITE HEADER/SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCREW BOSSESWHERE SHOWN &.FELT GROVES ARE OPTIONAL ONALL EXTRUSIONS 0.874"L 2.655" 0.875" 2.195° 0.510 2.195" 1.230 F 0 - 0 F" l.229"] 0.060" 0.7 2.655' t2.362- 2 :1 aW33'm 0.105" --4.84'- 4.5101. 4.84" 4.510'0.075" n 00.90971.069" 0.044"" "jLa2wO>``" $�`ou i mMGm9� " , NOTE:TESTED THICKNESS OF a 4.510" I 0.07� �-3.506"-� BARE METAL W/O PAINT IS 0.039" m O7 SILL r- SILL ADAPTER Og EXTENDED SILL EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE Q g SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF S1ZE SCALE:HALF SIZE SCALE:HALF SIZE A SCALE:HALF SIZE 6 a 1511 � 1. ^• ° 0.47 7" 0.080' N1 570"�P0.080" O6 0 510 0.5900.341"�- "0 .070" T0 .245"0.143° 4 708'-1 0.143° 0.060" 4.753" ;-0. 0.117" Ilk. 0.090"4.510'' " "�-0.180 0.044" 0.227" 0.682" 0.630" 0.0600 OOPlRGHIFNJMLBFNILVOOPP 0.693 15-2339 E NOTE:THICKNESS OF BARE 2.822" 1.625"-� 0.420" SCALE: $ METAL W/O PAINT IS 0.039" PARE o9SCNIPT1oN1 15 SCBALE:HALF STREAMLINE STACK 16 SCADLE:HALF SIZE HEADER/SILL 'I7 SALE.HARL1F SIZE 18 SCALE:HIALF SIZE 18b SCA E:HALF SIZE o�� 1.950" NN F0.125" 0.610" STAINLESS STEEL 280!: NYLON WASHER OR ASSEMBLY '4 0" "�NSERTS ALUMINUM 0.357" •rH\ 1! r� 0.320"0 HOLE c w50" 0.276" 0 x 2-3/4"410 HT S.S. p' o u REW W/TC ULTRACOTE0.880 0.05 WHEEL v,0 0.120"oATING in�I- l All or_ �-0.240" t TOP&BOTTOM) n 0.062" 1FNYLON BUSHING W/WASHER: j -5"MAX I 7YP.AT EVERY OTHER 0.750" 7/16"p x 1/2"@INTERIOR JOINT TOP a „ -� 0.8'JO" 0.154"-� �-0.137" INSIDE JOINT ATTOP. 7/16"0 x 1"@ INTERIOR JOINT BOTTOM // a3 : O ANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 1 19 ROLLER ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED >U �S 22 O BUSHING ASSEMBLY DETAIL O BOX CENTER INSERT ''nn a¢ s SCALE:HALF SIZE 24 26 1.! W SCALE.HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE w m Z$ SCALE,HALF SIZE SCALE:HALF SIZE w 0.250" OR KEY/THUMB TURN OPERATED INSIDE. Z �~U 3 23 BRASS PUSH LOCK W 3 wWr�3 � g SCALE:HALF SIZE 01 d : R0.155" 1.978" - 1D w r 4.000° 1.742" 2.125 g R^.500""• 0.236° 0:286" 1.603° a 0.500" _ _ 1.710" 1.224". 0.267" 0.623" - - .< - ..},� � " 0.090". 0.319 0.531" :. - O:b31'. i 3rn' o :+i 0.064" J 0.28 2.250, m 0.09 Qn, '26to 0.250= -�' 0 0 o L. 0.607'c 0.607" rn y rn w�8 0.118 4 -0.224" 0.239" �{ Lii, n;o mn't , 2.000" O.OEO" 0.496" 0.240" •+•+ N G�"m,� 1.758" ~ I R 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476" o.zao" SCALE:HALF SIZE SCALE:HALF SIZE 0.160' 0.062" 0.062" 0.222"i r 0.0' 0.176" 1.001 ENTE �- c u 3 g 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BO CENTER 8 SCALE-HALF SIZE SCALE!HALF SIZE SCALE,HALF SIZE o 3� m I�0.062" a o g 5.500"x 13/16"WIDE {--}0.400" X05 ��QQ a '� 167" _ 7/16"0 STAINLESS uS STEEL NUT T .l v��- lb 30 J 0.125" 7 r! O.iB6" 5/16-18x1 MACHINE SCREW `t"! moa; 01 I" 0.438^ �- TYR 5/16"0 INTERNAL STAINLESS STEEL n m 0.121" T4.500" t-(0.689" POWDER COATED,ZINC DIE-CAST THREAD mr`. n+ o 5@ HEAD SME VARIES 8 - SECTION A 1.oso^� n� DELTA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW �s(3 INDUSTRIAL SYSTEMS n �o (OPTIONAL) SCALE:FULL SIZE SCALE:FULL SIZE n o 0.254^ 400 40b @40. 35 BOX LOCK SCALE:HALF SIZE ry 0.319 m SCALE:HALF SIZE L END STRIP 1" -z.000^--f 2" & 3" EXT 1.625° 1.500" -1I-0.125" g j, ~ 3 0.125"JSCALE: HALF SIZE 0.050" k 0.125° 0.093" e " y tl 0.085" od� .$ R T n c o 0.125" 0.250" 0 0.093" m COPYWUIRRUR(LBf181AR7DPE r o.ofis^ m 15-2339 E N I I _ - c 1 L 1 SCALE: PAGE DESCRIMON: 7.000" O2X7 ANGLE 2p ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE P5 2"x3"x0.125" ANGLE 39 SCALE:HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE �011;gn DO,P.E. ANY ANCHOR PER ANCHOR EDGE DIST, SCHEDULE @ 18-O.C. EXISTING DIST. _ '•OWlIa/t :. GLAZING SEE END STRIP 5 N SCHEDULE FOR p A .ANGLE EMBE ry SPAN WHEN USI _ LEG D RECITON Wg 20,40a,40b OR c, C' 17 Il II ¢ 1/4" OR 6.8 STARTER `; a EMBED. a (INTERIOR) 17 p, 17 MAX. WITH 21 OR 25. Q Fy IM MIN.0.062"THICK 6063-T6 ALUM. 30 ANGLE 1"x 1"MIN.TO 2"x S"MAX. 21 25 DIST. EDGE (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ B ANY ANCHOR PER ANCHOR ((2 #10x1"SCREWS AT >U� SCHEDULE @ 18"D.C. CORNER TOP&BOTTOM;AND N�pATTACH 40 6.8 STARTER W/ t In w 8 13 13 13 #12 x 1/2"GALVANIZED OR 13 *12 x 1/2"GALVANIZED OR S.S.SMS, ^I S.S.SMS,3/16"0 ALUM.POP i 6.80"(TYP.) 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE W w 3 m f USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"D.C. ALTERNATE END STRIP DETAIL BOLT NUT @ 18"O.C. N r 3 (EXTERIOR) 5/16-18J�UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE >< INSERT(37)AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'_0" ANY TRACK W/ O W`' FROM BOTTOM OF SHUTTER.RECEIVING � END STRIP SCHEDULE SCREW BOSSES. •,�4 O� g L. TYPICAL PLAN VIEW HOLESHALI,BE 3/8 MAX WIDTH,UPTO " a SCALE:37=VQ.. 1 HEIGHTI --SF FA ., .r. S N - . �..; 1"810(2.77 .72-- .1081, i. ..n USE(1)BRASS PUSH LOCK ® 112 80" OR(1) I/RO 8 THUMB LOCKING DETAILS FOR 62 95" SEE END STRIP INSET O THREADED 2"B!O(3.T� " E INSERT 3 AT 1/3 SPAN CENTER MATES 72 88" SCHEDULE FOR MAX. w TO 2/3 5 AN FROM SHOWN ON RANDOM ® S2 ry SPAN WHEN USING 8 BOTTOM OF SHUTTER. 3"BIO 4.7 62 86" �$$ d RECEIVING HOLE SHALL BE 30 13 DETAILS (9 y 72 79 4 p 20,40a,4(.b OR 40c, fa if o 3/e"MAX WIDTH,UP TO 82 74" O f- 1/4" OR 6.8 STARTER ? M AAAW 1"HEIGHT. 30 62 110" WITH 21 OR 25. O 1•+ ALT.1"B!O 72 AX. �0;g5�uu�� $ 3 ID 112 81" 40 40 USE APPROPRIATE -o` % 132 40 20 STARTER STRIP TO n - - - 1.6°:C3" 45 93" PROVIDE CLOSURE 13 x0.093" 8FOR 57 3" ��. c 80 81" BUILDING CONDITIONS. -E 3 g 3 sI 64 7a FASTEN STARTER STRIP B I (INSIDE) 7 76" ' TO TRACK W/(2)+110x1" 2"z3" 45 39" SCREWS AT CORNER,TOP / I x0.125° 52 1 9' ALTERNATE END STRIP DETAIL SCALE:3"=1'-0" &BOTTOM. O/ yza 51 123" ANY TRACK W/SCREW 13 v�a 60 120" BOSSES. �1 F I 10 84 116" rry- O 70 111" 73 1091, O SILL Vla ltl FOR GREATER SPANS OR LOADS THAN SHOWN IN END STRIP SCHEDULE,END s 8 H I STRIPS REWIRE A I'X1".090"CDP ANGLE (n MID SPAN USING ANY ANCHOR ON THE EXISTING GLASS Z 13 ANCHOR SCHEDULE 6*14x3/4"TEK e SCREW OR 1/4-20 GOLTTO END STRIP. g 9 � USE 11 BRA55 PUSH LOCK INSIDE USE(11 BRASS PUSH LOCK '�'F-+ (INSIDE) OR(1 5/16-18 THUMB OR(1 5/16-18 THUMB SCREW I 0 THREADED 30 13 d � SCREW MO T,�iREADED z 8 INSERT 7 AT 1/3 SPAN zD. INSERT 3 A 1/3 SPAN SILL S! n TO 2/3 RN FROM g a BOTTOM OF SHUTTER ,1 BOTTOM OF .SHUT ER (OUTSIDE) 7 R6 RECEIVING HOLE SHALL BE 1 all HEIGHT.WIDTH,UP T3 TYPICAL OUTSIDE CORNER CLOSURE e R > CCl DETAILS WO/CORNER POST ——— ——— —— 5 3D a@ NTS 13 30 C0PffMFRWLBD2AVOPE 13 31 21S 13 3 (OUTSIDE) 1S-2339 m SILL 's SPAN TO 2/3 SPAN FROM acALe: I ISE III BOX LOCK AT 1/3 PAGE DRSCRIPTION: a BOTTOM DF SHUTTER TYPICAL INSIDE CORNER CLOSURE F°-j CC2 DETAILS WO/CORNER POST 2!V MULTIPLE SHUTTER ASSEMBLY NTS 4 SCALE:3"=1'-0" Cl CONNECTION TWE REFERENCE ANCHOR EXISTING HOST SPACIN SCHEDULE FOR MAX. STRUCTURE i Cl CONNECTION TWE 1/4-20 MACHINE BOLT = 4 \ REFERENCE ANCHOR 1/2•"® W/NUT @ 12"O.C.OR SCHEDULE FOR MAX. #14 SMS @ 6"O.C. SPACING 1/2" (TYP.TOP&BOTTOM) q • TA GGttpp�� ALUM. TUBE v 1 =1�9�/f` �4!`d •� 2 FASTENERS 6063-T6 ALLOY i` F EACH ANGLE I rn CS OR/ SEE TABLE A FOR SIZE. o OR 6 J Z //►u S U •� ALTERNATE THRU BOLT 1"x 2"x 1/8" I/r+ ClCONNECTION TWE o LLL j U� W OR 2"x 2"x 1/8" I7 a w ALUM.ANGLE ° _ REFERENCE ANCHOR SEPARATION N� W Q L9 SCHEDULE FOR MAX. 13 F. r m Z PER TABLE 2 13 SPACING �- �� Z w THREE 3/16"0 ALUM. ° I 8 ��� I Xa<w N� yk( POP RIVETS OR I 1 I GLASS tttttt a< W ~W THREE#12 SMS,TYP. ° 17 OR DOOR---fl X rn ur F N r 3 O 3/16"0 ALUM.POP =w LU 17 17 RIVET OR#12 SMS At�� E LO F LO @ 18"0 C (TYP.) _ Riy �� Z TABLE A(a3). \,+ / q \ 5 OR = a s PRESSURE VS ALLOWABLE LENGTH „ t-� _ O w MAY USE MALE OR 2x2 xl 8 3Yi°z1/8 .. '._ w o �114" m YSF'-' No B/� NO B/ FEMALE LOCK-SLAT62 13V 188° 13 ALTERNATE THRU BOLT MAX.FROM PIN C5 CONNECTION TYPE Cl CONNECTION TWE GUIDE TO BUSHING 72 124" 179" O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR r -� WASHER(TYP.) 82 119" 172" CC3 NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. I 1g w 8 d :72 114" 165' SPACING ---J I/ 14x3/4"SMS @ 9"O.C. 1�-•$ o 102 110" 160' -- ANGLE TO TUBE CONNECTION =2 s p M tzo 109^ 14r TABLE B ctrl 2" 2"x.125" pv. ce 6 150 9p 131• ( ) EXISTING HOST EMBED. 603-T6 ALUM.TUBE 0 z 3 200 88" 114" PRESSURE VS ALLOWABLE LENGTH STRUCTURE 5 CONNECTION TWE Q. 2"x2°x1//8• 3'z3°xi/8• EDGE DISTANCE REFERENCE ANCHOR PSF wlm If/O WITH 8/O SCHEDULE FOR MAX. 6 SPACING )(S 62 113" 166" 3 n tBr 167 FASTENER L°1 18"D.C. Cb ALTERNATE BUILD OUT MOUNT SECTION a g S (USE ANY ANCHOR SHOWNv 82 101" 14r IN ANCHOR SCHEDULE). SCALE 3"=1'_0" 92 9s• 139" 102 90" 132• CO- L 12083• 122" C H 150 74• 1097 F W ^n 200 64' 94" f =C m0 LL 2"x2"x 3/16 RIVET OR#12 SMS 090"6063-T6 MR GLASS 73 F- N w 1B"O.C. OR 1/4-2 ALUM.TUBE TYP. uu117 EPARATION = z w (BI IS" &BOLT(TYP.). 17 r PER TABLE- rn o ut 3/16"0 ALUM.POP L I GLASS 2 X o Z m RIVET OR#12 SMS ALUM. TUBE @ 18"O.C.(TYP.) OR DOOR 0 a. a 6063-T6 ALLOY 2"x 5"x 1/8" E v of~ '• e� lg SEETABLE S FOR SIZE. 2 FASTENERS x CONTINUOUS EACH ANGLE ALUMINUM ANGLE 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE 3 t6 31 THREE 3/16"0 ALUM. ALUM.ANGLE,TYP. o POP RIVETS OR 17 ORIENTATION TYP. 17 w - 6 8 17 THREE#12 SMS,TYP. w op 0 0 T x 2"x 1/8" 4 CONNECTION TYPE gg69 OR 2"x 2"x 1/8" D REFERENCE ANCHOR 13 ALUM.AN SCHEDULE FOR MAX. 111RI o N USE MALE OR FEMALE SPACING CtPYWCi1 M MLBEWAMPE LOCK-SLAT EXISTING CONCRETE, 152339 13 13 BLOCK OR WOOD FRAMING SCALE: - s (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAceoescRSPrxon) 012 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 NTS MACHINE BOLT&NUT SCALE.3"=V-0" @ 1B"O.C. II�II' C5 CONNECTION TYPELd N,9 REFERENCE ANCHOR EXISTING p 7 SPACING SCHEDULE FOR MAX. STRUCTURE •O`, � �. �, 0 p �F GLASS a w^ GLASS ui Cl CONNECTION TYPE 5 MAX' 1/4-20 MACHINE BOLT OR DOOR Fw-ou N y OR DOOR w w SCHEDULE FEFERENCE OR MAX. 19 CHOR #14 SM/NUTSu@ 6,"0 D.COR *j j¢Z~ w w m SPACING /2• (TYP.TOP&BOTTOM) a xw¢t MR 13 p= 2.� r TbGfm MN 13 Vwi la/1 J GLASS Q /2" � '1/4"-20 THRU BOLT W/ GLASS X mARATION '�•� EPARATI ¢_ Q #14 x 1/2"SMS @ 12"C.C.OCPER X Z Z 1- w f LOCK NUT @ 12"O.C.OR F f.w F, OR 3/16"H ALUM.POP ¢w ¢ w an 5 OR 6 OR/ 12 x 1/2"SMS @ 12"O.C.E,S. PER l7 F TABLE 2 E-z w O OR OR 3/16"0 ALUM,POP TABLE z RIVETS @ 6"D.C. OR 1/4"0 w RIVETS @ 6"O,C. E,S. \ x ALUM.POP RIVETS @ 12"O.C. Q w �V7 'U S W R 1/4"0 ALUM.POP RIVETS / M 11 AND 3O I-w � 19 d @ 12"O.C.ES• ASSEMBLY SEPARATION 13 F w W �1�11 y 1/4"MAX.FROM PIN 1/4"MAX.FROM PIN w t'u L! ¢ / 1/2"TYP. GUIDE TO BUSHING PER TABLE I- xp" w O9 AND OO GUIDE TO BUSHING WASHER(TYP.) o m w w M D 4 ASSEMBLY WASHER(TYPJ m GLASS N x o N m ~wr,�j. 0. / 1/2" 1/2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR X p F y d 3 y o BLOCK OR WOOD FRAMING ¢ aQ w" $ w EDGE - REFERENCE ANCHOR p w / 4 CCNNECTION TYPE DIST. SPACING SCH E FOR MAX. E u w O EDGE R_EFERENC.E.ANCHOR _ .% DIST -PACING OWN _ - ,P G AS SH f/, w I ,.:. .-:' '.. 3CONNECTION TIDE IN,.DIAGRAM„ONPG.,9:`. J- ❑ in (5]0 6AOR,?. £, J Tv'3 REFERENCE ANCHOR R MAX. EXISTING CONCRETE, w p O 6 SPACSCHEING..FULE RONT AND BLOCK OR WOOD FRAMING / GUIDE TO BUSHING� MAX FROM N \ Cl CONNECTION TYPE / LOCATION.FRONT AND REFERENCE ANCHOR 1/ WASHER(TYP.) .�Y MAX.FROM BACK ANCHORS NOT REQ'D g INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 PIN GUIDE TO WITH THIS LOCATION SCALE:3"=1'-0" SPACING O a'$ BUSHING WASHER O INSIDE MOUNT SECTION REFERENCEnANCHOPR y� q4 g (TYP.) SCHEDULE FOR MAX. p cn M SCALE z 3 1'-0" EXISTING CONCRETE, SPACING p`o amt BLOCK OR WOOD FRAMI EMBED. Z� a BUILD OUT MOUNT SECTION U TYP. BOTTOM EXISTING CONCRETE, SCALE:3"= € BLOCK OR WOOD FRAMING l�o $ - EDGE IST• EXISTING $ g m NOTE:FOR DETAILSA,B D,AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE m THE BASE TRACK MAY 9E INSTALLED IN SECTIONS REFERENCE ANCHOR EMBE 5 CONNECTION TIDE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. REFERENCE A14CHOR o A MINIMUM OF TWO SETS OF ANCHORS AND IS A m SPACING SCHEDULE FOR MAX. L�v S MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS OVER THE GAPS BETWEEN SECTIONS. 3 16 &R@ Fw W p GLASS w 1"R I. j OR DOOR CLASS 13 � =w' a ~w - '� 3 - w #12 x 1/2"SMS @ 12" EPARAT = _ r w» e� w w O.C.OR 3/16"0 ALUM. PER lA p N m 13 ,.Doo POP RIVETS@6"O,C, TABLE pzf GLASS OR+� p=�2, �ppp� X MRGLA 2 zw 2A9 N w w OR 1/4"0 ALUM,PDP Q DOOR- Ol I-p w Q & 13 =x MA RIVETS@12"O.C. '-00. uPER TABLE zozr- grA A MR GLASS NF.Zug7 um xwa ❑S�if� 8 SEPARATION z o z F u o a d PER TABLE2 <w M.1 Q7 AND QB 1/4"MAX.FROM PIN u w d CREW&NUT MACHINE E u v a ASSEMBLY 1/ 1/2" GUIDE TO BUSHING ¢ � q 12"O.C. TYP. WASHER(TYP.) F 6 GLASS w O Lo N 1/4"MA OM PIN OR DOOR 1/4"MAX.FROM PIN m w o X GUIDE TO BUSHING w 4 CONNECTION TYPE 2" O TO BU NG Q WASHE TYP.) d r Y WASHER(TYPJ EDGE REFERENCE ANCHOR x 5 6. EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. CLPYAIGIRFIINMLBOOLVlWPF. a s m BLOCK OR WOOD SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE: "x 3"x 1/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS @ 12"• SCHEDULE FOR MAX. PAGE DESCRIPTION: 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/76"O ALUM. SPACING.ALT.FASTENER EXISTIN ONCRET AY BE REVERSED SCHEDULE FOR MAX. LOCATION.FRONT AND SPACING POP RIVETS @ 6"O.C. BACK ANCHORS NOT REQ'D K OR AMING � S SHOWN DASHED) OR 1/4"0 ALUM.POP WITH THIS LOCATION S19 OWALL MOUNT SECTION RIVETS @ 12"D.C. O CEILING / INSIDE MOUNT SECTIONOF WALL/BUILD OUT D SCALE:3"=1'-0" SCALE:3"=1'-0" SECTION 3 SCALE:3"=1'-0" NNF4 MR CLASS OR DOOR PER TABLARATIE 2 13 ,`GLASS OR ••l DOOR _ F"Z % 0. a Z GLASS OR =w a DOOR MN GLASS *I :A w(L SEPARATION w- mv MN GLASS PER TABLE 21�: SEPARATION wZ F- PER TABLE 2 W j Qw F .. I wn wx� w=) i In vim to III x mo o° V LA 4Q I _� 13 Q II' 13 Z13 a� Z/2" 1 JW C C1 CONNECTION TYPE B oz m$W1/4"MAX.FROM PIN GUIDE <o. REFERENCE ANCHOR uO BUSHING WASHER(TYP.) V SCHEDULE FOR MAX. "awWO 1/4"0 WOOD ,2SO" SPACING a va �Q 3 J LAG SCREWS @ 24" 04 CONNECTION TYPE f .250" w _ O.C.MAX.WITH 2" REFERENCE ANCHOR THREADED PENETRATION EDULE.FOR MAX ¢ T"INTO CENTER OF 2X STUDS r, :. o/{ _ _ EMB::T 14,SM5 @ MIDSPAN BETIYEN /W "STUDS FOR TRACK TO 1"x 4"" .. LEXISTING.HOST STRUCTU m PLYWOOD& TUBE CONNECTION ° STUCCO FINIS 1"x 4"x.125" 6063-T6 ALUM.TUBE n THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL n WALL MOUNT SILL DETAIL w SCALE,3"=1'-0" `l SCALE.3"-1'-0" K� d EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. OWALL MOUNT SECTION THIS DETAIL MAY 'egg o SCALE.3"=1'-0" ALSO BE USED IL O Zm'<¢a AT TOP g � � U � 5 o ACCORDION SHUTTER B PER PRODUCT APPROVAL F cd v I-i -GLASS o MN GLASS OR DOOR F I v = 'D SEPARATION 13 ut vl R PER TABLE = R EXISTING WOOD I6=0.421 ro a APPLICABLEATTOP Z m Z TRUSS OR RAFTER I`��,I H AND/OR BOTTOM Q a XQ a @ 24"MAX.O.C. ;-1/2';-1/2' 2"OR 3" E VI EXISTING FINISH MATERIAL 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 , w �; e ? 1/2"MIN. n is }•J( TO BUSHING WASHER(TYP,) ALUM.ANGLE W/THREE 3'am 2"x 3"x "x CONTINUOUS OR 2.175° 3 ` 6 1/4"TILE(TYP.) 1/4"0 WOOD LAG 2°x 2"x Va"x CONTINUOUS _ 1" FINISH MATERIAL SCREWS WITH 2-3/4" 6061-T6 ALUMINUM ANGLE MINIMUM THREADED : 3/4"PLYWOOD PENETR."T"IN WOOD @ 5 6 w 0.9°MIN.THICK 6061-T6 ALUM TRACK X ,S —1/4"0 A325 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, n 8 FASTENED TO ANGLE WITH 1/4-20 .� OR 5/96"0 A325 GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHERE ' m ANGLE FASTENED TO F _ EXISTING 3 KSI CONCRETE -- MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. ANGLE EXTENDS BEYOND g °€ HOST STRUCTURE WITH AND 9"O.C.FOR THE BALANCE n, LAST TRUSS MORE THAN m �— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU w %4.0 ELCO ULTRACONS AT k 6", EXTEND ANGLE TO W a� EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB. NEXT TRUSS. w w _ 3°FROM ENDS AND 4°O.C. 2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/8" r w>> FOR BALANCE WITH 11/4" IN.EMB. IN WOOD SG=0.42.TO 0.55, F•ut V,W w iii R 3 MIN EMBEDMENT AND 2yZ" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING CONCRETE, 13 =_ =u I e i MIN EDGE DISTANCE, 1 62 P.S.F. v,t"p w m HOLLOW BLOCK OR LO-tO zQ IXIP1'R[iEB7NIXLBFJ2U1mOPE STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6'-0°MAX SPAN: WOOD FRAMING.SEE I` 2"x 5"x 1/B"CONT. X w Ol Z~ SPACING,TYP. t 52 P.S.F. ANCHOR SCHED. �`ip ALUM.ANGLE(6063-T6) 0 a IS-2339 BASED ON TYPE OF I, SCALE, HO BUILDOUT MOUNT STRUCTURE SCALE:NTS (MAX.DESIGN EGAD s 72 P.S.F.) Q PAGE 045C TIP C A. P ION: Hb PASS THRU DETAIL TRUSS MOUNT SECTION 119 SCALE:3 1'-0" O SCALE:3"-1'-0" plltp O,P:E. EXISTING HOST ALT.LEG DIRECTION STRUCTURE 1/4°ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN 7�/A EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM ROUND WINDOW 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE 3' �••• 12°MIN FROM EDGE OF ACCORDION EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY AX 2 6063-T6 ALUMINUM ll ' TOP OR BOTTOM 'I ANGLES PER BEAM END,SIZE ; No 1/2" PER SPAN TUBE SCHEDULE + EMBED. SPAN TUBE PER ACCESS HOLE DESIGN SCHEDULE , ;•• A gr ; 1/4-20 MACHINE BOLT W/NUT @ EDGE OF ACCORDION ? 12°O.0 OR#14 x 3/4"SMS 6"O.C, �^0 SHUTTER BLADES 3.5"MIN TYPICAL 5 6 ' wx• 6 1 3"MIN 1 m /;n >Q W EDGE 3 16 Z=¢ LJ 4 ul 2,875"0 HOLE(TO RECEIVE DISTANCE If MIN.GLASS 13 z W N m w ROUND WINDOW ASSEMBLY) EXISTING A SEPARATION w O W ..9 3°� MAXIMUM OF 3 WINDOWS GLASS OR O w w 3 PER EVERY OTHER BLADE o DOOR w •. 1 LIGHT-N-VIEW WINDOW fro EDGE 1/2°MAXw3"MIN < ° * $, N.T.S:_;,, EXTERIOR ELEV -. ,a " DISTANC z�n m. 5 6 .. - p p W _ 3 16 1/4"MAX.FROM PIN GUIDE •. •" TO BUSHING WASHER TYP. - m ~ M a ACCESS 1/4-20 MACHINE BOLT W/NUT @ In 1/2° HOLE 12"O.0 OR#14 x 3/4°SMS 6"O.C. rn 2.875"0 HOLE TO - SPAN TUBE PER w 3 RECEIVE ROUND EMBED. .I DESIGN SCHEDULE dI WINDOW ASSEMBLY 1/2" (2)6063-T6 ALUMINUM a o M fT1AX. ANGLES PER BEAM END,SIZE c O¢m ,4 EXISTING .1 PER SPAN 1/4'RJ THRU BOLTS SEE g QBE SCHEDULE Z= c STRUCTURE SCHEDULE FOR REQUIRED NUMBERS ` 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MINcid E a EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM \J E Q SPACING,AND 3"MINIMUM EDGE DISTACICE `E 0.125" 0.125" l m 0.032" 0.032" MAX.DESIGN LOAD=t 72 PSF a v g 3 SPAN TUBE SECTION N 0,196° .N.T.S. VERT SECTION O 4S" / SPAN TUBE SCHEDULE n `1 ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUM ANGLE d I - ANCHORS PER TUBE SHUTTER SPAN THRU-BOLTS LENGTH ANGLE ROUND SIZE SPAN -TO - - _ '-I- f WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM 1 ^ ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE o S m 80^ 123.8' 135.7' 2 2 2 _ 3 4' 7" e g \ 0125" 98' 101,7' 108.9" 2 2 3 _ 3 7' 7" 4 " q E -` 123' 09.0" 94.4" 2 2 3 3 7' 7" @yi¢ 8D^ 128.1' 157.0" 2 2 2 3 4' 7" A i��� 9 0.125' 86" 114.8' 124.1' 2 2 3 3 7' 7" 3 t� g� / 123' 102 8' 109.6' 2 2 4 4 10" 10" CB 00' 130.0' 198.9" 2 2 3 3 7" 7" 8 rYBk 96' 122.7' 155.T 2 2 3 4 _7'- - 10 02.875" 03.250° 1"1'0.188' a.1zs ' 123" 116.4' 137,5" 2 3 4 5 10" 13" 80' 158.1' 240.0" 2 2 J 4 7° 10' pp¢yyy ` / 0.1875 S. 140.6' 229.9" 2 3 4 0 10" imiga> Sse ' 29LIGHT-N-VIEW WINDOW \\ �� 123" 1322 203.1" 3 n s 7 13" GOPYFJGHTFAUL8 COMuiW PE N.T.S. SABIC PLASTICS SLX1431T-UL-94HB \ _ / SPAN TUBE SCHEDULE NOTES: x3 xl 4 % xl 4"ANGLES FOR 2"x5°&2"x6"BEAMS. 15-2339 2. USE 2"x5" 1/4"ANGLES FOR 2"x8"&2"x10"BEAMS, SC/LLE! - 3, USE BEAM SCHEDULE FOR DETAIL 3/8. pac�,�N;E DESCRIPTION; - 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM, no 7. LAP BEAMS ARE NOT. ALL BEAMS AND ANGLES TOED.E 6063-T6 ALUMINUM. O S " ANCHOR SCHEDULE: CONCRETE FD� p,�,;E. 2.5"MIN EDGE DISTANCE S ans U To 6`-0" ° Spans Up To B'-3" Spans Up To 12'-0" •{Jc}/��y '7 5 Si LOAD . O N TYPE CONN TYPE CONN TYPE ° s ANCHOR IPSO C1 C2 C3 C4 C CI c2col C3 C4 CS CS I C2 I C3 C4 I C5 ' 1/4"I7W TAPCON OR ELCO 43 16.0" "15.0"16.0"16.0"16.0"16.0" 9.0" 13.0"16.0"16.0" 9.5' S.5" 8.5" 14.5" ULTRACON WITH 1-3/4° _53 16.0"16.0"10.5"14.5"16.0"36.0"12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.5" 10.5" �F % EMBED(3192ps1 MIN CONC) 62 16.0"16.0" 8.5" 12.5"16_0"16_0•' 9.5" 5.5" 8.5" 15.0" 15.0" 7.5" 4.5" 7.5" 10.5" 1/4°M[LLENIUM�MiLLFASi 43 16.0"16.0"15 0"16.0"16.0"16.0"16.0" 9.0" 135"76.0"16.0" 8.5" 5.5" 9.0" 13.5"1100 ILL 7.5" 2 x S(TYP. y � COMBINATION ���```�� WITH 1-3/a"EMBED(3275ps1 53 16.0"16.0"11.0"15.0"16.0'•16.0"11.0" 7.0•' 10.5"16.0"135'• 7.0•' 4.5" 7.5" 9.5" "�` f p; & MIN CONCRETE) ,0" 8.5" 13.01' 6.0" 8.5" 5.5'• 9.0" 13.5"13.5" 7.0" 4.5" 7.5" 9.5" O W€W 7 6.0"12. " 7.0" 11.0' 16.D" 4.0" 7.0" 4.5" 8.0" 10.5'13.5" 7.0" 4.5'_ 7.5" 9.5" f1f Q (9 3 13. .0" 4.5" 7.5' 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" a.5" 7.5" 9.5" W 1/4°ELCO CRETEFLEX 554 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0"12.5" 8.0" 13.0"16.0" N 1 x 5 TYP. 2 x 5 TYP. W/2"EMBED(3350ps1 MIN 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"15.5"16.0"16.0"10.0" 6.5" 11.0"14.0" W "i W � w CONC) 62 16.0"16.0"12.5"16.0"16.0"16:0"12.5" 8.0" 13.0"16.D"16.0"10.0" 6.5" 11.0"14.0" 70 16.0"16.0"10.5"16.0"16.0"16.0"10.5" 7.0" 11.5"15,0"16.0" 100 16.0"10,0" 6.5" 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0"16.0"10.0"i a5"171_0"14.0" N W _ 113 MIN EDGE DISTANCE ' NOTES "S',IND!CATES ANCHOR SCHEDULE SPACING. - a r, ..Ct C2 c3 ca .rs .a cz 'c3 c4 'cs I c1 .cz c3 cam S'A.•!NG' C2 &,C4 CONNECTION,TYRE . I 174 ITWYAPCON;Oft L.CO.. 43 16.0".16.0''7.5" 8 0 6.0"16 0 16'-0'15:0" 5.5' 16.0"16.0" 9.0' 2,p".,0 �IFlGF2AMA•f01a _ •;•53 16.0"16.0" 5.5" 6:S 16.0"16.0"12.0". 4.5' 16.0"1a.5" -L5"` _t2 CONNECTION+TYPE U511JG PIECE QO WITH OUTSIDE _ - "ULTRACON'.V12TH13/4.; �� Si)0'.,.=- :. ANCHORS ONLY'- . m EMBED(3192ps1 MIN CONC) 62 16_0"15.5' 4_5" 5.5" 16.0"16A" 9.0 4.0" 14.5'14.5'• 7.5" 10.0' - C4 CONNECTION TYPE USING PIECE QB WITH M 70-16.0"12.5"-4.0" 5.0" 16.0"15.D" 7.5" 11.0"11.1" 7.5" 10.0" OUTSIDE ANCHORS ONLY 100 14.5" ZS"%���/,. O;U"i4.5",S-j�j/ 10.0"14.5•• z5' 10.0•' i 3/4"MILLENIUM MILLFAST -43_ 16A"IIA"13.5"16.0"16.0"13_0" 6.5" 9.5" 16,0"13.0" 7.0" 4.0" 6.5" 1.5" W F WITH 1.3/4"EMBED(3275ps1 53 16_0"16.0" B.0" 11.0"16.0"16_0" 9.0" 5_0" 7.5" 16.0"10.5" 5.5" 5.5" 7.5" ANCHOR NOTES: d MIN CONCRETE) 62 16.0'•11.5" 6.0" 9.0" 16.0"13.5" 7.0" 4.0" 6.5" 11.0"10.5" 5.5` 5.5' 7.5" F. c 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING G m 70 I6A" 9.5" 5.5" 8.0" 16.0"11.5" 5.5" 5.5" 8.5" 10.5" 5.5" 5.5" .7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 0) 100 10.5' S.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). e 0 1.1/4•MIN EDGE DISTANCE O Z m 1/4"ALL-POINTS SOUD-SET - - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, m ¢ p S ANCHOR W/7/8°EMBED& C1 C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 04 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR m U 9 G 1/4-20 SS MACHINE SCREW 43 16.0"16.0" 8.5" 105"16 0"16.0"12,0" 5.5" 7.5" 16.0"12.5" 6.5" 3.0" 5.0" SO.D" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER pQ $ (3000ps1 MIN CONC) 53 16,0"I5.0" 6.5" 8.0" 16.0"16.0" 8.5 4.0" 6.0" 15.5"10.0" 5.0"� 4.0" 7.0'• THAN OR EQUAL TO SHUTTER SPAN. � 11((� �W 6 ,� 62 16.0"11.0" 5.0•' 7A" 16.0"12.5' 6.5" 3.5 5.0" 10.0"10.0" 5.0"%4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. As; �g 70 16.0" 9.0" 4.5" 6:0" 16.0"10.5" 5.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0'• l E �+ $ 100 10.0" 5.0" 4:0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7A" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-9D HOLLOW CONCRETE a S 3"MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER m a 1/4"ALL-POINTS SOLID-SEI _ .-_ ANCHOR TYPE B,rYASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE - LL ANCHOR W/7/8°EMBED& C1 C2 C3 Gl CS C1 C2 C3 C4 CS CI C2 C3 C4 C5 CCONNECTION ONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 SS MACHINE SCREW 43 I6A"16.0"16.0"116.0"16.0"16.0"16.0"11.5"36.0"16_0"16.0"11.0" 7.0" 11.0"16.0" ►•�°�j L 9 (3000ps1 MIN CONC) 53 16,0"16.0"13.5"16.0"16.0"16.0"14.0" 8.5" 13_5•'16.0"16.0" B.S" 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE h 62 16.0"16.0"30.5"16,0"16.0"16.0"11.0•• 7.0" 11.0•'16.0"16.0" B.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" B.S" S.S" 9.5" 12.0" 100 16.0" 8.5" 5.5" 9.5" 12.0"16.0" 8.5•' 5.5•• 9.5" 12.0"16.0" 8.5" 5.5" 9.5" 12.0" 6. IN ACCCORDANCE CONTRACTOR MANUFACTURERS'RECOMMENDATIONS.EME ENT INSTALLED d 2-5/8"MIN EDGE DISTANCE _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4"POWERS 55 DROP-IN - FINISHES. W/1/4-20 SS BOLT AND- Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS I� 1"EMBED(3000psi MIN 43 16.0"160"14.0"16.0"16.0'•16_0"14.0•'. 8.0•• 12.5"16.0"14.0" 7.5" S.0" 8.0" 11.5 7, WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS a CONC) 53 16.0"16.0" 9.5" 14.0'•.16.0"16:0" 95" 6.0" 10.0"16.0"11.5" 6.0" 4.0" 7.0" 8.0" � VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEpUATE WOOD FRAMING - MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 85 62 16.0"12.5" 7.5" 12.0"16.0"14.5' 7.5" 5.0" 8.5" 11.5"11.5" 6.0" 4.0" 7.0" 6.0" SIDE CLOSURE PIECES. rpp6a m 70 16.0"10.0" 6.5" 10.5"16.0"12.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0•' B.0" � LL E 100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0"I A 0"1"'"1 6.0" 4.0" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER g 3-1/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4° w 1/4'POWERS SS DROP-iN --_.-. 3' .- 'd .._ ._-_ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING LAG SCREWS SHALL W/1/4.20 SS BOLT AND C1 C2 C3 Ca C5 C3 C2 C3 C4 CS c1 c2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. g 1°EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0"16.0"16.0 14.5 9.0 13.5"16.0"15.0" 7.5" 5.0" 9.0" 12.0" 9• MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN CONC1 53 16.0"16.0"10.5"15.0•'16.0•'16.0"10.0" 6.5" 10.5"16.0"12.0" 6.0" 4.0" 7.5" B.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER �� 62 16.0"13.0" B.0" 12.5"16.0"15.0+' 8.0" 5,0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5'• 8.5 HEAD(SIDEWALK BOLT),U.O.N. is p 70 16.0"10.5" 7.0" Il.o"16.0•'12.5" 6.5 4.5 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" ® ��2� ' 4 2 c 100 12.0" 6.0" 4.0" 7.5" B.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0•' 4.0" 7.5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 2"MIN EDGE DISTANCE x DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, #1 SMS W/2"EYEWALL CI C2 C3 C4 C5 C3 C2 C3 C4 C5 C3 C2 C3 C4 CS NUT OR WASHER WINGNUT. COPmmFRft LBD9WWP.E ARMOR INSERT W/2"EMBED 43 16.0"16.0 11.5'14.0"16.0"16.0•'16.0" 7.5" 16..0"16.0" 9.0" 4.5" 6S" 13_5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15_2339 (2000ps1 MIN CONC) 53 16.0"16.0" 8.5 11.0"16.0"16.0•'11.5" 5.5' 6.0"14.0" 7.0 3.5" 5.5'• 10.0"62 16.0"15.0" 7.0" 9.5" 16.0"16.0•• 9.0" 4.5" 4.0"14.0" 7.0" 3.5 5.5 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO SCALEIc DRILL INTO HOLLOW BLOCK NOR SH06LD IMPACT DRILLS BE USED TO INSTALLPAGE DEBCRipnONf 70 16.0"12.0" 6.0" 8.0" 16.0"14.5•' 7.5" 4.0" 0.5"14.0" 7.0" 3.5" 5,5" 10.0•' CONCRETE SCREWS TO HOLLOW BLOCK100 14.0" 7.0" 3.5" 5.5" 10,0"14,0" 7.0" 3.5" 0.0"14.0" 7.0_'. 3.5" 5.5" 10.0•'#12 SMS W/2.75"EYEWALL 43 160"160"160"160"16.0" 160"16.0"10.0" 6.0"16.0"11.5" 6.0" 9.5" 16.0"ARMOR INSERT W/2.5° 53 16.0"16.0"12.0"16.0"16.0"16.0" 15.0" 7.5'• 6.0"16.0" 9.0" 5.0" 8.0" 13.0•'EMBED(2000ps1 MIN CONC) 62 lfi A"IM 9_5" 13.5"16.0"16.0" 11.5" 6.5'• 6.0"16.0" 9.0" 5.0" 8.0•• 13.0"70 16A"16.0" 8.0" 11.5"16.0"16.0" 9.5" 5.5" 4.0"16.0" 9.0" 5.0" 8.0" 13.0" -�100 16.0" 9.0" 5.0" 8.0" 13.0" 16.0" 9.0" 5.0" 3.0"16.0" 9.0" 5.0" 8.0" 13.0" a ANCHOR SCHEDULE: CONCRETE (CONT.) 2-3116°MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE ° •ll�tl; �'7� Spans Up To 6'-0" Spans UD To 8'-3" Spans Up To 12'-0" SpansUpN To 610" Spans Up To S'-3" Spans UD To I2•-0" t LOAD CONN TYPE CONN TYPE CONN TYPE CONTYPE CONN TYPE CONN TYPE ' O g ANCHOR x rn (ps0 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2C3 C4 CS Cl C2 I C3 C4 CS 5/16"ITW TAPCON XL WITH 43 16.0"16.0"16.0"16.0" 1-3/4"EMBED(2899ps1 MIN 53 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" 10.0"12.5'16.0"16.0"14.5"16.0"36.0"16.0"15.0" 9,0" 19.5"16.0"16.0" 9.5 6.0 10.5"13.0" CONC) 62 16.0"16,0"11.5"16.0"16.0"16.0"11.5" 7.5" 12.0"16.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"11.5"16.0"16.0"16.0"11.5" 7.5" 12.0"16.0"16.0" 9.5" 6.0" 10.5"113.0" �� 70 16.0"15.5" 9.5" 15.0"16.0"16.0" 9.5" 6.0 10.5"13.5"16.0" 9.0" 6.0" 10.0"12.5"I6.0"16.0"10.0"15.0"16.0"16.0"10.0" 6.5" 10.5"14.0"16.0" 9,5" 6.0" 10.5"13.0" //// l�^� 100 16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.5" 6.0" 10.5"13.0"16.0" 9.5" 6.0" 10.5"13.0"16.0" 9.5" •6.0" 10.5"13.0" 5/36"ELCO ULTRACON WITH 43 16.0"16.0"16.0"16.0"16,0"16.0"16.0".13.5"16.0"16.0"16.0"12,0" 8.0" 13.5"16.0"16.0"16.0"16.0"16.0"1fi3O"16.0"16.0"35.0"16.0"16.0"16.0"13.0" 9.0" 15:0"16.0" � WDlll�l X 1-3/4'EMBED(3500ps1 MIN 53 16.0"16.0•'16.0"16.0"16.0"16.0"15.5"10.0"16.0"16.0"16.0" 9.5" 6.5" 11.5"13.5"16.0"16.0"16.0"16.0"16.0"16.0"16,0"11.0"16.0"16.0"16.0"10.5" 7.5" 12.5"15.0" U p1€u CONC) 62 16.0"16.0"12.5"16.0"16.0"16,0"12.0" 8.0" 14.0"16.0"16.0" 9,5" 6.5" 11.5•'13.5'16.0"16.0"14.0"16.0"16.0"16.0"13S" 9.0" 15.0"16.0"16.0"10.5 7.5" 12.5"15.0" UI 4;� LZ7 3 z 70 16.0"16.0"10,5"16.0"16,0"1fi.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" 7.5" 13.0"16.0"16.0"10.5" 7.5" 12.5"15.0" 7 D1$W Ig 100 16.0" 9.5" 6.5" 11.5"13.5"1fi3O" 9.5" 6.5" 11.5"13.5'16.0" 9.5' 6.5" 11.5"33.5"16.0"10.5" 7.5" 12.5"15,0"16.0"10.5" 7.5" 12.5"15.0"16.0"10.5" 7.5" 12.5"S5A" LN09 p 1/4"304 SS POWERS TAPPER 1-1/2'61IN EDGE DISTANCE _ 3"MIN EDGE DISTANCE W ~LU m lY m W/1-3/4°EMOED(3000psi Cl C2 C3 C4 C5 Cl C2 C3 *360' SW3.0" CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 y 3 g MIN CONC) 43 16.0"14.5' 6,5' 8.5" 16.0"12.5" 7.0" 4.0" ,0" 5.5" 16.0"16.0"13.5"16.0"16.0"16.0"14.0" 6.0" _32.0"I. 14.5" 7.5" 4.5" 8.0" 11.5•' o W.. x @ 53 14.0" 8.5" 4.S' 6.5" 14,0" I.W. 4.5" 3.0" .U" 4.0" 16.0"16.0" 9.5" 13.5"16.0"16.0" 9.5" 6.0" 9.5'.' 36.0"12.0" 6.0" 4.0" 6.5" 8.5Wg62 11.5" 6.5" 12.0" 5" .0" 4.0", 16.0 13.0 7.5" 11.0"16.0"14.5" 7:S' 5.0" 8.0" 12.0"12.0" 6.0" 4.0" 6.5'_ 8.5"' 70 9.5" 5.0" '' 10.0: 6.0'-. 3.0"• 0" 4 0. 16.0"..10.5" 6.5" 10.0"16,0' 12.5" 6.5" 4.0" 7.0" 9.09 120':-60' 40" 6S' 85 100' 6.0" 3.0"�� 30 4 0 6.0'C-3.0" ,0" 4 0 12'.0"Ti 0 4.0" 6.5:1 8.5" 12.0" 6.0" 4 0 6 5 8.5" 12,0"j,6.0".- 4.0" 6S" r- ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK �,. 1"MIN EDGE DISTANCE 2.1/2"MIN EDGE DISTANCE Y -..... .._ .. rj Spans UD To 6'-0" Spans UD To 8'-3" Spans UD TO 12'-0" Spans UD To 6'-0" Spans UD To 8'-3" Spans Up To 12'-0" O LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE e s ANCHOR (Psi Cl C2 � C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS C3 C2 C3 C4 I CS Cl I C2 I C3 I C4 CS Cl I C2 C3 I C4 I C5 1/4°TTW TAPCON WITH 43 6.5" 7.0" 3.5" 8.5" 6.0" 3.5" 6.0" 3.5" 11.5" 10.0" 5.0" 6.5" 11.51' 8S" 4.5" 3.0" 4.5" 8.5' 4.5" 3.0" 4.0" 1-1/4"EMBED 53 7.0" 4.0" i/ 7_0" 4.5" 4.5"�/ 9.5" 6.0" 3.5•' S.0" 9.5" 6.0" 3.0" 3.5" 6.0" 4.0" O z 62 5.5 3.0 / '6.0" 3.5" i 8.0" 4.0" 4.5" 8.0" 5,0"© 3.0" 4.0" 4.0" m< 0{ 3 70 4.5" % 5.W. 3.0". �/ '- @S' 3.5" 3.5" 6.5" 4.0" 3.0" 4,0" c U p$Q WITH 43 13.0" 4.0" E K 1/4"ELCO ULTRACON SO.S" 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" 9.0" 5.0" 4.0" \/.•`E 1Wn p 5,0 iJ 1-I/4^EMBED 53 10.5" 6.5" 10.5" 6.5" 6.5" 10.5" 6.5" 3.5" " 10.5" 6.5"; 3.5" 3.5" 6.5" 4.0" 3.0" 3 M m ! 62 B.S' 9.0" 4.0" 9.0" 5.0"! 4.0" 4.0" m 70 7.0" 7.5" 70" 3.5" 3.5" 7.5" 4.5" 3.0" 4.0" 100 3.0" 4.0"1 3,0" 4.0" O 1/4"MILLENIUM MILLFAST 43 12.5"10.5" 4.0" 5.0" 12.5" 9L0" 5.0" 9.0" 5.0" 4.0" 13.5"11.5' S.5" 7.5" 13:5" m ANCHOR W/1-1/4"EMBED 53 10.0" 6.0" 4.0" 10,0" 6,5`' 6.0" 4.0" 11.0" 6.5" 4.0" 5.5" 11.0" 7.0" 4.0" 7.0•' 4.5" �'��p 62 8.0" 4.5" B.5" 5.W, 4.0" 4.0" 9.0" 70 6.5" 7.0" 4.0" 4.0" 7.5" 4.0" 6 z � 100 4.0" 4.0" 4.5" U 1-1/4°MIN EDGE DISTANCE _ 7.'MIN EDGE DISTANCE 1/4'ALL-POINTS SOLID-SET C1 C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 CS ANCHOR W/7/8"EMBED& '- pp 9 1/4-20 SS MACHINE SCREW 43 15.0"13.0" 5.0" 6.0" 15.0"11.0" 6.0" 3.0" 4,0" 11.1 6.0'! 3.0" 5.0" 16.0"16.0" 8.5" 10.0"16.0"16.0"10.5" 5,0" 7;0" 16.0"11.0" 5.5, 3.0" 4.5" 8.5" x 53 12.5" 7.5" 3.5" 4.5" 12.5" 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" 4,0" 6.5" ae {� 62 10.0" 5.5" 4.0" 10.5" 6.5" 3.0" 5.0" 5.0" 3.5" 16_.0'_' 9.5" 5.0" fi.5" 16.0"11.0" 5.5" 3.0" 4.5" 9.0" 9.0" 4.5" 4.0" 6.5" t 1'L 705.5" 8.0" 4.0" 6.0" 35.5" 9.5" 4.5" 4.0" 7.0" 9,0" 9.5" . 9€ '9 100 5.0" 3.5" 5,0" 3.5" 5.0" 3.5" 9.0" 4.5" 4.0" fi.5" 9.0" 4.5" 4 5/16"IEN XLWITH -- - -"- u •4 m 1-3/4-EMBED 3"MIN EDGE DISTANCE 4'MIN EDGE DISTANCE C1 C2 I C3 C4CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 I C3 I C4 I CS I C1C2 C3 C4 CS 43 16.0"116.0"19.0" 12.0"16.0"14.0" 7.5" 5.0" 8.5" 14.0" 8.W' 4.0" 3.0" 5.5"-L.5-- _5153 .5" 53 // /� 15.5" 9.5" 6.0" 9.5" I5.5"1D.0" 5.0"✓ 6.5" 10.0" 6.5' 4:5" 4.5" aB q 'S 62 13.0" 7.0" 4.5" 8.0" 13.0" B.0" 13,E 0 10.5" 5.5" 4.0" 7.0 11.0" 6.5" a 9 yRp 00 6.5" 3.0" 4.5 4.5" 6.5" 1-9116"MIN EDGE DISTANCE 3.1/8^MIN EDGE DISTANCE 5/16°ELCO ULTRACON WITH CI C2 C3 C4 I CS I Cl I_C2_1 C3 I C4 I CS I Cl C2_1 C31 C4 CS CS C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS WPfWGIRFl01MLB07UR00P.E 1-1/4"EMBED 43 12.0"10.0" 12.0" 8.5" 8.5" 016.0116.0" 8.5_,11.0•'16.0"15.0" 8.5" 7.5" 53 9.5" 6.0" 9.5" 6.0" fi.0" I6.010.5" 6.0" 8.5" 16.0"11.0" "a.o" 10.5" 7.0" 15-2339 E 62 8.0" 8.0" 70" 70" SCALE70 6.5" 7.0" PAGE DESCRIPTION- 100 7.0" 7.0" 7.0 - ANCHOR NOTES:SEE SHEET O _ 9 FOR ANCHOR NOTES. ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 2'MIN EDGE DISTANCE ri _Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 121-01- LOAD CONN TYPE CONN TYPE CONN TYPE S /' _ ANCHOR (P5f) Cl C2 C3 C4 CS C1 C2 1 C3 I C4 I CS Cl C2 I C3 I C4 CS 3' C #12 SMS V//2"EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0"15.5" 8.5" 4.6" 6.5" 15.5" 8.5" 4.5" 4.0" 7.0" 3 ARMOR INSERT W/1-1/4" 53 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 13.0" 7.0" 3.5" 3.5" 5.0" i oEMBED 62 14.0" 7.5" 4.0" 6.0" 14.5' 9.0" 9.5" 4,0" 7.0" 7.0" 3.5" 3.5" 5.0" 3� :• a s m 70 11.5" G.0" 3.5" 5.5" 12.5" 7,5" 3.5" 3.5" 5.5" 7.0" 3.5" 3.5" 5.0" / O•. � '� 100 7.0" 3.5" 3.5" 5.0" 7.0" 3.5"/3.5" 5.0" 7.0" 3.5" 3.5" 5.0" ANCHOR SCHEDULE: WOOD (G=0.55) _ 3/4_'MIN EDGE DISTANCE fffn1 >¢V G Spans Up To 6'-0" Spans Up To 8'-3" Soans Up To 12'-0" u Q W Q Z �S 'o o= ANCHOR (Psi CONN TYPE CONN TYPE CONN TYPE Z N W >_ Cl I C2 I C3 I CA I CS Cl I C2 1 C3 1 C4 I CS Cl. C2 I C3 C4 CS W •+J u w 1/4'LAG SCREW WITH 1-3/4" 43 16.0"16,0"11.5"12.5"16.0"16.0"116.0" 7.S" 9.0" 16A"16.0"14.5" 4.5" 6.0" 16.0" j 3�M MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"16.0"16.0"16.0" 6.0" 7.0' 16.0"16.0"11.5" 5.0" 16.0" - 62 16.0"16.0" 7.0" 16.0"16.0"14.5" 5.0" 6.0" 16.0"16.0"11.5" 4.0" 5,0" 16,0" W W.. `. 70 16.0"16.0" 6.0" 7.5" 1G.0"16.0"12.5" 4.0" 5.5" 16.0"16.0"11.5" 4.0" S.0" 16.0" .i ✓' 100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0".16.0"16.0"11.5" 4.0" 5.0" 16.0" WOOD BUSHING WITH.,43 16.0"16.0" 8,0" 10.0"16.0"L.5•' 8.5" 4.5" 7.0 15.5" 8.511 .4.5" 4.5" 7.0" -1 •.••--. c 1.13"MIN EMBED 1/4,20-.:.-53 160 100 55 80' IG;O 110 60 35 5 30 0'f3.5" ' m n SS,MAC INE SCREW -. ..... ., 5.': 1.' 7, 4.0' 5.0 ` . - •62_1410" 8.0" 4.5' 6.5" 14.5" 9.0" _4.5" 3.0" 4:5" 7_0" 7:0" 4.0" 5.0" � F • - ❑ �l�m�n 70 12.0" 6.0" 3.5" 5 5" 12.5" 7.5" 3.5" 4.0" 5.5" 7A" 4.0"3 1'"'OO�Na�O100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 7.0" 4.0" 5.0" #14 SMS OR#14 WOOD 43 16.0"16.0" 12.5"14.5"16.0"16.0"16.0" 8.0" 10.0"16.D"16.0" 7.0" 16.0"SCREW WITH 1-3/4"MIN 53 16.0"16.0" 9.0" "16.0"16.0"15.0" "THREAD PENETRATION 62 16.0"16.0" 7.5" 95" 16.0"16.0"11.5" 5.0" 7.0" 16.0"16.0" 5.5 13.0"70 16.0"16.0" 6.5" 8.5" 16.0" 16,0"10.0" 100 16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" ANCHOR SCHEDULE: WOOD (G=0.42) O Zm �a�y 3/4"MIN EDGE DISTANCE Ga, 6 ri Spans UO To 6'-0" _Spans Up To B'-3" Spans Up To 12'•0" zW 6 o LOAD CONN TYPE CONN TYPE CONN TYPE z ANCHOR (p") C1 C2 C3 C4 CS CI C2 C3 1 C4 I CS Cl I C2' C3 I C4 I CS o g 1/4"LAG SCREW WITH 1-3/4" 43 16.0"16.0" 9.0" 10.0"16.0"36.0"16.0" 5.5" 7.0" 16.0"116.0" 9.5" 3.5" 4.5" 15.0" a m MIN THREAD PENETRATION 53_16.0"16.0" 6.5"18.0"116.0"16.0"12.5"_ 4.5" 5.5" 16.0"15.0" 7.5 3.0" 4.0" 11.0" e 62 IL 16.0" 5.5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"15.0" 7.5" 3.0" 4.0" 11.0" O c < 70 16.0"13.5" 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4.0" 11.5"15.0" 7.5' 3.0" 4.0" 11.0" h 100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.S" 3.0" 4.0" 11.0" F o #14 SMS OR#14 WOOD 43 16.0"36.0" 8.5" 10.5"16,0"1fi.0"12.5' 5.5" 7.0" 16.0"13.0" 6_5" SSCREW WITH 1-3/4"MIN 53 16.0"16.0" 6.5" 8.0" 16.0"16.0" 8.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 9.0" 7.5" THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" L6.0"13.0" 6.5" 3.5" 5.0" 10.5"10.5" 5.5" 2.5" 4.0" 7.5' 70 16.0" 6.0" 16.0"11.0" 5.5" 3.0" 4.0" 6:0"_10.5" 5.5" 2.5" 4.0" 7.5" lOD 10,5' S.S' 2.5' 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK o ?a g�iRSr, 5 4"MIN EDGE DISTANCE & G Spans Uv To 6'-0" Svans Uv To B'-3" Spans Up 70 12'-0" m LOAD CONN TYPE CONN TYPE CONN TYPE u g _p ANCHOR (Psf) Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 e 5/16"ITW TAPCON XL W/ 43 16.0"16.0"16."16."16.0"16.0"116.0"115.0"16.0"16.0"16.0"15.0" 9.0" 10"16." ss S .h 2-1/4"MIN.EMBED 53 16.0"16.0"16.00" 04. 16_0"16.0"16.0"16.0"11 16.0" 16.0" .0"16.0" 12.0" 7.5" 12.0"16.00" B4 �[>�p 62 16.0"16.0"14.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0"16.0"12.0" 7.5" 12.0"16.0" b y E 70 16.0"16.0"11.5"16_0"16.0"16.0"12.5" 8.0" 12.5"16.0"16.0"12.0" 7.5" 16.0" qqg ^. 100 16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0" 16.0"12.0" 7.5" 12.0"16.0" 3 � p ❑ 5/16"ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0"16.0"10.5" 6.5' 9.5" 16.0" 11.0"W6. camlacxrfRuacLeDaWmoPE O 2-1/4'MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5" 7.5" 13.5" 9.0" m 62 16.0"10.0" 6.0" 9.0" 16.0"11.0" S.S' 6.5" 9.0" 9A" 15-2339 70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" 5.5" 70" 9.0" SCALE: 100 9.0" 5.5" 6.5" 9.0"j/ 9.O" PACE DPSG[l.E.e! j11PTION,3_yL W Qj _ 2"MIN EDGE DISTANCE _ Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS #12 SMS W/2"EYEWALL 43 16.0"I6.0" 9.5" 11.5"16.0"16.0"14.0" 6.0" B.0" 16.0"14.5" 7.5" 3.5" 5.5" 11.5" �9 ARMOR INSERT W/2"EMBED 53 16.0"16.0" 7.0" 9.0" 36.D"16.0" 9.5" 4.5" 6.5" 16.0"11.5" 6.0" 3.0" 4.5"M81562 16.0"13.0" 5.5" 7.5" 16.0 14.5' 7.5 3.5 5.5" 12.0"11.5" 6.0" 3.0" 4.5"5.0" 6.S' 16.012.5 6.5" 3.0 4.5" 9.0" 11.5" 6.o" 3.0" 4.5" ANCHOR NOTES:SEE SHEET100 11.5" 6.0" 3.0" 4.S' 8.5" 13.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 9FOR ANCHOR NOTES.