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HomeMy WebLinkAboutProduct Approval �. U ps. ae f • �- r �li.s. i,2� i- ,. BCIS Home Log In User Registration Hot Topic { Submit Surcharge Stats&Facts I Publications FBC Staff j BCIS Site Map �Unks Search b "d 4 =' Product Approval USER:Public User p 'Ttnc�es ?oduct Approval Menu>Product or Aoolication Search>Application List>Applimtlon Detail _ i LEC�IULC� " ' fisyl: FL# FL13757-R6 Application Type Revision Code Version 2017 6� �, fqApplication Status Approved. CJounty, Permitting Comments —"""— Archived (� Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.comr Ia COPY, Authorized Signature Frank Bennardo s®rei frank@engineering 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 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeoi.odf FL13757 R6 COI Indeo2.odf FL13757 R6 COI indeo3.ndfR6 COI indeo3.ndf Referenced Standard and Year(of Standard) Standard Year ASTM E1B86 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 e � Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eouiv Eauivl.odf FL13757 R6 Ectliv Eouiv2.odf FL13757 R6 EQUIV Enuiv3.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwol.odf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact'Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A-_.- Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Evall.odf span/pressure combinations and additional limitations of Created by Independent Third Parry:Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwg2.ndf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation drawings for allowable FL13757 R6 AE Eval2.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A.Essential Faclllties Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwo3.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 R6 AE Eval3.odf anchorage,etc, Created by Independent Third Party:Yes Bask 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 Stale 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 mall.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 ennails 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,FS.,please click here. Product Approval Accepts: GYadft Cara I IV 6.8S TREAMLT H E SHUTTER ��```l 11 11 i1NNK 6519 {P'E.;� FOR USE WITHIN AND OUTSIDE THE HVHZ �2?` GENERAL NOTES: NO PE004654 I- THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION((2017)) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE - ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED w1orH - (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN O •. SrATE OF ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECnON C'•F<oRIDA ' ' un m 4 � 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 13A DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE SS REQUIREMENTS AS DETERMINED 1N ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE )I/ C� Ili FLO IDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN �III1111 y 1� III oV. PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. �� �< 8 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 2011202/203 AND ASTM E1886/E3996/E330. 1111 4. DESIGN PRESSURES-NOTED HEREINARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. Uj 0i S. THIS SYSTEM HAS BEEN DESIGNED WITH -0 SEPARATION FROM GLAZING UNLES ED FOR ALL WIND W nN 3 � ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW CRITERIA 15 INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. s 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. w " 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE .+D 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 SHALL BE USED. z ul 8. vs THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC i N SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL f a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME m E rn Im + PRODUCT APPROVAL.USE OFTHESE APPROVAL DOCUMENTS SHALLCOMPLY WITH'CHAPTER OI W 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED 8Y THE CONTRACTOR PROVIDED THE a CONTRACTOR DOES,NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE 1N EITHER FORM OR MATERIAL FROM 5 M C THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL - 111111��I lin 111 11111-1 or DOCUMENTS. HURRICANE PROTECTION 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 SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE LOCKING MECHANISM,SEE g DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS%HER APPROVAL. 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS 0 INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION w 9 FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1S861 E1996&E330 1 SHUTTER ELEVATION TAS 201 202&293 N.T.S. EXTERIOR ELEV 8 R FLORIDA PRODUCE APPROVAL NUMBERTABLE 2: 1 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. NON-HVHZ ESSENTIAL f > 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE.' 18. FLOOR TRACKS MAYBE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS d �a 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. s3o'ABOVE >30'ABovE 530'ABOVE 30.ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 7Z" 2-114" 1-618" 2-3/8" 1-518' 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 99" 3.112" 1-718" 3.518" 1-7/B" p TABLE 1: 120• 1 4.118" r 4-114" 2' i TABLE 1 NOTES: y 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2' 6' 2" ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: mill MAXIMUM ALLOWABLE DESIGN PRESSURES 1. Ht{VHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 2. NON-HVH2:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY OOPACOIRTPNLLI6FPADOPE POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FL-ORTGJr 15=2339 i 9H�TTER DESIGN DESIGN SPANS IS NOT PERMITTED,FOR SPANS '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SPAN pRE93URE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A I DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". FAT! ONO (psn SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30•SHALL HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>30' �8I 72' 100 100 ABOVE GRADE. n BB' 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE Ell INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 120' 63 '36. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144' 1 43 40 E1996-09. ENKLBDO 9NNAR �\ l '..5. PROJECTION VARIES \ QNK•••'•••. ' 2.874• 4.874"MAX. `C�'• L S 0,115' ��. I� pi 0 0.062" 0.450' 0 0.080' _ 65q w O T c 0.725" 1.708"- 0.100" (-1.830" 0.062" =� 1 708" 0100" n --T• 41.60- 0. _ 0.090^ 0.063' r SOT.. 77,A7-, a"y 0.195" 0.195" 0�096' t, O.OfiO"U'O�- 0' H 0.060" 1� �'y 2.620' J� '• or: ,,� I�* 0.125• '1' -�- 0.630 0.630" --1 i 0.062"� 1.993"� I1.908" COg1A $ �Mm 8 ---fes o.o6z• oofiz• ]f -I- i 0.143" I a 0961 0.63 0.630" I ' 1-=- y 1-- yi.069"-( }--10.971" I }0.971"-� 0.143" r.TI�- 11!1111 X11 '1`1" �yW1 L - (• 0, 0• o.O6 r' 1':{170"-1 m O.fi30" ZY. �>V 0.200' -1.069' 0.062" 0.200' _n• ) 0.630" 0.06' � 0.062 I-C a u 0.062' i =o �-1.069" /J 0.200"Tl_ 0.062" 00" Z �Nm � 5.795'MAX. t_____5.745" - y�SUPPORT LEG OPTIONAL) 1 }-1.069"� W 6"'u 5.745"MAX. g O WALL 0 BUILD OUT WALL 3O STREAMLINE CEILING TRACK 0J STREAMLINE WALL TRACK HEAVY HEADER SIL O LITE HEADER SILL Nd � 1 v SCALE:FIALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF 512[ O WHERE SHOWN,SCREW BOSSES 9 FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"1- 2.655" 0.875' :SS 2.195" I-- }-i 0.510' }-2.195" 1.23D- 5 .230 ' 0.060" j - -1,229 f 0.305" ti�1 �•$ q IC 0.75 �7S-••I . (•�`0 II �I I o� ofi -2.655• ,u 107 .�G.xx I G, 2.342' -ca. I n i N I m o 1 0.105 i t in I: 4.84" I�-II1f- 1.069" .1 .. ri .631' 1@ IV N I I H in N 4.510" g 1 ;L. I 1.069" L :� 0.075" 0.075'0.105" ' II 4.510- i 0.994"1 0.044" 3 _ NOTE:TESTED THICKNESS OF � 0.781' �� "--_.J -- --4.510"� � -3.506"� BARE METAL W/0 PAINT IS 0.039' °1 SILL ADAPTER O EXTENDED SILL �p EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM �3 6.8 STREAMLINE SLAT/BLADC [ SCLALE.HALF SIZE S SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE F R a fill 0.477" 0.09 0.590" 0.341 � �• ,1.57.0^ 06 0.143" 0.143" t- 0 5300"0. 0.06700"-{tT0.245" LA ¢ 1.708. 0.143" 0.096 7 0.115" 00801 0.117"' ol 4.753 • _ �� 1 0.090" 0.096" e pS@4iR R 1115 r a.slo' _ +-D.1eo" _ n ;j o.oso" g � 0.090• 1° ' 0.094" 0.227" 0.682' 0.630` 0.060" `,II�. �P MIIMMCL®ewaDtB I 0.693"j .- 15-2339 NOTE:THICKNESS OF 13ARE 2.822" I-r-. --}-0.420" �eALe, METAL W/0 PAINi IS 0.034" {---1.625"-{ NW�0®PITPfl0l�lt �g 6.8 STREAMLINE STACK �6 RADIUS CEILING HEADER/SILL �7 6.8 STARTER �g WALL SILL CLIP 18b WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE 99 ' FRiOIK L BEHHMDO P E 1,950" +ttlttlttt{t/ P�0/6Si9 .{�r.... 0.610" STAINLESS STEEL. 280•!-f �,+ 1,K ._ .•, ': NYLON WASHER OR � 'f ASSEMBLY ALUMINUM Q �fl 0320"O NOLE (3 rQ.OSD" s ion T Nop _ NYLON e Q U5 z iri #10 x 2-3/W'410 HT S.S. 0.276" _b fi0p4 •. ` ri 0.880 O,OS WHEEL '4 o r0,i2 INSERTS SCREW W!TC ULTRAC07E T--• 0.591" "' ,}(. 6-16 a _ �'tT, INTO COATING -Q _L.--__._ TRACK (TYP TOP 8:BOTTOM) n 0,062"^� 1 TVP.AT EVERY OTHER .D.870'!'-110.750" NYLON BUSHING W/WASHER: �.. ����.'fORI OF ttt"--•^^'---ftt 7/16"0 x 1/2"@ INTERIOR 302NT TOP ��/Qe''••..dA•..'••' w -'-'i 0.870" 0.154` 0.137" �i •y on to 7/16"0x1" INTERIOR 10tNT BOTTOM � y CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED aN E7iTERIOR 11/+ N \++ }9 ANGLE HOUSING-ZINC DICASTPDWDER COATED //111111 w o »T 22 ROLLER ASSEMBLY �Q r SCALE HALF SIZE SCALEt HALF SIZE NOTE; OPE RATED OUTSIDE 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT UI Faggg OR UMBTURN OPERA SCALE HALF SIZE SCALE;HALF 512C w gY }0.250" 23 BRASS PUSH LOCK �gry+f0p7Ix 0E7�14 SCALE:HALF 512ES�rLe [7 80.155" UIQ � 0.500' of 0:6203.'080" 0.319" - 11.907.852"3 o 4.000' 0.236' %P 0.500" . . 30.267" 0.531" m0.790" 0.06"8.250' ' 0 0.2 !�! 0.09 0 I •' N 0,250' I __1.. o o :26, 0.607" (( 0.607• I1= Y 0.118"1 k.2Z4" D.239•- r~I �2.000"--4 0.060" 0.496" Lj02!40W' RAINGUARD DECORATIVE FLOOR TRACK U_,�' I� '$$pp r2P SCALE:HALF SIZE SCALL.HALF SIZE 0.160" 0.222"-1 t_ 0.240'. _ L.o01 0,062"0.062` 0.062" {-0.176" •o 3() UNIMATE LOCKS MALE BOX CENTER 32 FEMALE BOX CENTER @ egg SCALE:HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE O -4-0.062" 5.500'x 13/16"WIDE- f--}0'400' Q ion A 267" 7/1WO STAINLESS p t �A r' - - STEEL,NUT ! y.._ xom 5/16-18x1 MACHINE SCREW 0} 1438" -L- TMP' F-4 5/16 NA STAINLESS STEEL 0,121" T 4.50D' (--tO.689" WDT.AEAD y�f NOUN 5r}7E� �+ SECTION A HEAD STYLE VARIES p1 y 1.050'• N O� 8 8 . OFLTA MaD�2 22 36 ER 3'/ T-SCREW INSERT 3g THUMB SCREW �� � INbU�RIAL SYS EMS m 1 s>! SCALE-FULL 512E SCALE:FULL 512E w 35 BOX LOCK -} 0.254" 4UD 40b qOCSCALE:HALF SIZE ,) .sE,h.}D TRIP 1"H2" & 3" EXT t-1.sotl•-} 11 o.izs d 0050• U.125' SCALE: HALF SIZE ff 1 0.125" 0. 93 7 IY 0.085" o L I D o -0.125' a fCAM 0.250' 0.085" 0,093' ai lAM1ti.R@l494CPE 15-2939 } - 7.000' ---� ISL as 3g 2X7 ANGLE 2O ALT. 1" END STRIP 2} 1.5°x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE SCAM HALF SIZE SC ALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE \\)FAANIC,L„I E NARW,P.E. �1ED096 ANY ANCHOR PER ANCHOR EDGE DIST. SCHEDULE @ 18"O.C. EXISTING DIST. GLAZING SEE END STRIFI�t��� SCHEDULE FOk P47 ,. NO E004 r:O SPAN WHEN 08 MG.- ANGLE EMBED -_ >�; 20,40a,40b�R.SOC, r�nn P LEG D RECITDN It II — 1 1/4" OR 8.8 STAR EMBED. 17 (INTERIOR) 17 �. 17 _ —._.[MAX. WITH 21 OR�2gyQ wk0 Y �- MIN.0.062"THICK 6063-TG ALUM. i ANGLE 1"x 1"MIN.TO 2"K S"MAX. 21 25 EDGE - -- ---- -- 30 (ANGLE LEG MAY BE REVERSED) j FASTEN ANGLE TO TRACK W/ U �G! DIST. ANY ANCHOR PER ANCHOR (2 1410x1"SCREWS AT P j �. `yS �Q CORNER,TOP&BOTTOM;AND C SCHEDULE @ 18"O.C. ATTACH TO 6.8 STARTER W/ �pt ID 13 13 / 13 13) :412 x 1/2"GALVANIZED OR S.S.SMS #12 x S, GALVANIZED OR Z g 30 i S.S.SMS,3/160 ALUM.POP 6.80"(T YP.1 3/16"0 ALUM,POP RIVET,OR 1/4-20 ~ RIVET OR 1/4-20 MACHINE [ ---I USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT 8 NUT @118"D.C. E END STRIP DETAIL BOLT�a IN @ 18"O.C. (EXTERIOR) S/16-18J�UMB SCREW INTO THREADED S IAR IER AND ANGLE 13/1 W d5ld ( INSERT(37)AT 1/3 SPAN TO 2/3 SPAN V-O'• ANY TRACK W/ FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULSCREW BOSSES. p u. H TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO pBF SPAN 6 SCALE 3" V-0'• 1"HEIGHT. vwo(2.7-) 02 R 72 Bz USE(11DRASS PIhiUISH LOCK 132SCRE1V1 11fi 01THPUMB LOCKING DETAILS FOR 2'&0(3.7') 82 SEE END STRIPINSERT )7A71/35PAN CENTER MATES ® SCHEDULE FOR MAX.TO 2/3 ANF-ROM _ SHOWN ON RANDOM " 2 SPAN WHEN USINGBOTTOM OF SHUTTER.V 30 13 DETAILS 3'EVO®(4.7•) 02 20,40a,40b OR 40c, la-RECEIVINO HOLE SNAIL BE p 73/B"MAX WIDTH.UP TO F I/4" OR 6.B STARTER m1"HEIGHT. gp ALT.1•BIO 62_ N k .. AX. WITH 21 OR 25. 5.E*$M (c� (2.7") 8272 k'1 g 1D 112 81 40 40 USE APPROPRIATE _ mg 3333 K, 132 75'• STARTER STRIP TO 1.61)(3' 5 BJ' O 20 PROVIDE CLOSURE C ^ _- X0.083' FOR E4 13 on a 5 8J" BUILDING CONDIRONS. g • 23 1I 64 FASTEN STARTER SI RIP 0 6 TO TRACK W/(2)N 100" m ri (INSIDE) 7 7 SCREWS AT CORNER,TOP l no tr 45 25¢ 52 T2' ANY TRACK ALTERNATE END STRIP DETAIL BOTTOM vlow "' 60 SCALE.3"=1'-0"15" BUSSES. w U�m � � 70 111" a� I OR' W 1-vwi LL FUR GREATER SPANS OR LOADS 1NAN O SILL W 5110WN IN END ST0.IVSCHEWLE,END O STRIPS REQNREA 1'X1•.090'CUP ANGLE r MID MOIORNUSINO ANY ANCI01 ON 711E EXISTING GLASS a ' 0 ANCHORRCAFWIH!I'T'D END TER s I Z SGEN 00.1/0.10 BOLT 7U END STRIP. Y' O ! v 3.0 13 a o J USE(11 BRASS PUSH LOCK (INSIDE) Q d 6 G USE 111 BRASS PUSH LOCK I- OR(1)5/16-18 THUMB 99 OR I11 5/16-18 ThIVMb � 13 -'aa SCREW I O THREADED SCREW 1 O THREADED / 30 "ate' INSERT 37 AT t/3 SPAN SILL 7s'�>� y� m INSERT Np7 AT 1/3 SPAN gag TO 2/3 AN FROM l/ Y€ 10 2/3 AN FROM Iia BOTTOM OF SHUTTER d BOTTOM OF SHUTTER .� (OUTSIDE) 9 1g RECEIVING HOLE SHALL BE 3/B"MAX WIDTH,UP T / •` - 1"HEIGHT. 23 _ _ S CC1 limp OTYPICAL OUTSIDE CORNER CLOSURE -- — -- — 5 ID �� � lip DETAILS WO/CORNER POST -- NTS ° 13 CD WPNOpIfRYMLIeeWmOPL 13 31 3215 13 z3 (OUTSIDE) 15-2339 `-SIL.I. USE 11)BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM fM60FJICSIIPDO111 BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE x�8 CC2 DETAILS WO/CORNER POST Ug� MULTIPLE SHUTTER ASSEMBLY /T9S j NTS Z�1 W SCALE.3"=V-0" i . m a IJ 1 y fOABK L UEN mw`P.e Cl CONNECTION TYPE - I(gR�wfa�h/TNj•��'�) REFERENCE ANCHOR EXISTING 110ST SCHEDULE FOR MAX. STRUCTURE9 SPACING 1. 7, MAX. - i Cl CONIE]RIT I/4-20 MACHINE BOLT \ REFEREN1/2" W/NUT La 12"0 C OR % p \ SCHEDUL ®2. R 14 SMS(l0 6.0 C -�• 7 __- SPACING / ITYP.TOP&BOTTOM) - ALUM. TUBE , -�0 �`�77�J?7 ~m 2 FASTENERS 6063-T6 ALLOY �OR]OR/ lzeT04.EACH ANGLE- SEE TABLE A FOR SIZE. OR TT�6 R ALTERNATE T14RU Bo 0OR 2"x 2"x 1/B'• CI CONNECTION TYPE REFERENCE ANCHORMX GLA55arALUM ANGLE ° _ --- T SC HEOULE FOR MAXSEPARATION 13 N_, U �L m g 13 I I f,.-` 1'• �il SPACING PER TABLET jdz"' - Z 'fin Fil 0 THREE 3/16"0 ALUM. ° I: III GLA55 1 1' Cm WW POP RIVETS OR ° 17 I I� I OR DOOR—1� X vain 3� THREE#12 SMS.TYP u YI 3/16"m ALUM POP I � �� �_� N {¢Y TABLEA(cc4) IT L'1° 1 BDIU T D.C.171'P OR 012 11S \;�.II-._.__-__I1�/ 4C JfkNq)f: ",T --- (51OR6OR Ez= �Q vi b PRLSSURE VS ALLOWABLE LENGRI IW°In -\ On J N h F - MAY USE MALE OR - -� o� � F ,+ 2.12'x1/6' 3'IO'kl/B FEMALE LOCH-SLAT �+� 1� P-SF Bfb N°B/O' 13 ALTERNATE THP.0 BOLT 1/4"MAX FROM PIN 62 13V JOB• C5 CONNECTION TYPE CI CONNECTION TYPE GUIDE TO BUSHING n 124' 179' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCEAhIC110R REFERENCE ANCHOR ��'-:"--'' WASHER(TYP.) N R ,6 -- SCHEDULE FOR MAX .. - SCHEDULE FOR MAX '"-to 19 IU 82 119' 17x' NTS SPACING M1gg 14x3/4"SMS 9"O C. 92 11'r 165' '__Uig ANGLE TO TUBE�CONNECTION Ntn� (,I' 1@ 110' ?ce19 2"X 2"X 125" Off. ^a^a^a 120 104• 14r� TABLE B(cc4) EXISTING HOST EMBED 6063-T6 ALUM TUBE -- � 160 gT 131, STRUCTURE Rg PAEMMEVSAIIDWABIEUENGIH 5 CONIJEC11ON TYPE 200 6g' 114• EDGE DISTANCE REFERENCE ANCHOR 2'yx�27�5t11//B�' 3504'x1((8g'^' SCHEO ULE FOR MAX EE rr pEF WITH O/D WITH 6/O SPACING c O 62 117' 166' FASTENER(M IS"0 C. "` E 72 107' IST USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a' 82 101• 14T IN ANCHOR SCHEDULE) SCALE 3"=1'-0" 92 95' 139' 102 90' 132" L. � 120 83" 12Y W h ISO 744 - 200 fig" gq• - W u r�m I"X2"x H XOo. $ 3/16 RIVET OR ql2 SMS 090"6063-T6 MN GLASS 13 ] y�w g (nl IB"O.C. OR 1/4-2y ALUM TUBE TYP u, EPATATIOIJ - t z - I� NUI C. ITYP.I. 17F� PER TABLE 10 ONS 3/16'•m ALUI.1.PUP d a F GLASS 2 X x a z m RIVET OR M125M5 ia¢ OR DOOR a oala- ALUM, TUBE £ 0 N 1� 6064-76 ALLOY h 1B"0 C.IT E` u SEE TABI R FOR SIZE. 2"x S"x 1/B•' 2 FASTENERS x CONTINUOUS EACH ANGLE ALUMINUM ANGLE INSIDE 1•x 2"x 093"6063-76 OPTIONAL ANGLE 3 6 THREE 3/16"m ALUM ORIENTATION TYP. o >! Ig AL .,ANGLE,TYP 77 --- 17 - 5 6 6 Sq POP RIVETS OR a 17 THREE N12 SMS,TYP o 1"x I"x 1/B" 4 CONNECTION TYPE OR 2"x 2"x 1/B" ' REFERE14CE ANCHOR ' 13 `"'"'`P'' SCHEDULE FOR MAX F Mi �° ALUM.ANGLE USE MALE OR FEMALE - SPACING WviN=fMMLlUfW P.L LSE MALE —EXISTING CONCRETE, 55-2939 13 13 BLOCK OR WOOD FRAMING 4xJLLil - EE INSIDE SILL MOUNT SECTION aloe RxxlRmaly 4412 x 1/2"GALVANIZED (OUTSIDE) SCALE:3"=V-0" CC4 TYPICAL CORNER CLOSURE DETAILS OR s I SMS.3/16'm ALUM. SIDE CLOSURE OPTIONS ,4 POP RIVET,OR 1/4-20— 91 NT•S MACHINE BOLT& NUT SCALE:3"=1'-0" (°l 18"O C , I C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING SCHEDULE FOR MAX STRUCTURE SPACING GLASS ir Wr ly 5"MAX� OR GLASS CONNECTION TYPE 1/4-20 MACHINE BO&� R DOOR OR DOOR c REFERENCE ANCHOR W/NUT @ 12"O,C IL •NO g � c SCHEDULE FOR MAX. If 14 SMS 1p 6"G C SPACING IT x HN T YP 70P 9 BOTT9 W "N' In�wu GLASS /2" "El CLASS 114".20 THRU SOLT W/ EPARATIM 4 3f W T 4414 x 1/2"SMS 0 12**0 C EPARATION LOCK NUT&12"0 C OR PER Z 0 Z I— 12 X t- OR 3/6-0 ALUM PO 1.a 4 ■112-SMS -O.0 1 TABLE 2 PER OR 3/16'0 ALUM POP TAE3LC 2 RIVETS @)6 12 "O.0 ORl/4*'op IV RVEIS@6-0.LUM POP RIVETS P 12-0 C, )R 114"Ib ALUM.POP RIVETS @ 12"D.C.C.S. I Ell 0 AND(D MAX.SSEMBLY __1�4 FROM PIN GLASS MAX,FROM PIN SEPARATION o.i AND 10 1/2-TYP. Gu;Df­_T_0­B`U­9WNG 13 1 QUID E I U BUSHING PER TABLE 2 .1 3: OM ID 112-TYP :E Z ASSEMBLY WASHER ITYP I WASHER ITYP.) 1/2- 9 EXISTING CONCRETE, REFERENCE l lllNECnON TYPE GLASS vi n DOOR OLULM WOOD FRAMING ANCHOR z I" 'I'A X 0, 1 g01 -C4 CONNECTION TYPE 'HC.'L I.:'.F'IC' /QIST SPACING r ow W ry REFERENCE ANCHOR ,n EDGE SCHEDULE FOR OR MAX SPACING AS SHOWN -C3 CONNECTION TYPE IN DIAGRAM ON PG 9 so 6OR NOR L C C .V T "N CLASS AT.. r W OR "�R PER E.S.E. . P Cip TA E.S.E 1'. ASSEMBLY Y WASHER REFERENCE ANC EXISTING CONCRETE. SCHEDULE FOR MAX. 3 0 6 BLOCK OR WOOD FRAMING SPACING ALt,.FASTENER 1/4"MAX,FROM Pitt LOCATION.FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING BACK ANCHORS NOT REO'D REFERENCE ANCHOR 1/2" ITYP.)114'MAX FROM INSIDE MOUNT SECTIO WASHER TYP.) P114 GUIDE TO WITH THIS LOCATION SCHEDULE FOR MAX SCALE 3-c l'-0" SPACING PUSHING WASHER CONNECTION TYPE pp ITYP.) (AD INSIDE MOUNT SECTION ! ANCHOR SCALE s 3"=l'-0" SCHEDULEEFERENCE FOR MAX Na 4'q EXISTING RETE. SPACING 0 CONCRETE.I 0 BLOCK OR V Et FRAM NU—EMBED - ,2 cu ITYP So EXISTING CONCRETE, BUILD OUT MOUNT SEC71ON E! TE', SCALE•3-.V-0" BLOCK OR WOOD FRAMING rz 2 NOTE,FOR DETAILS A.8,D.AND E 0111 THIS SHEET EDGE GIST EXISTING THE BAS�,TRACK MAY BE INSTALLED IN SECTIONSCONNECTION TYPE STRUCTURE WITH 1 GAPS.PROVIDED THAT EACH SECTION HAS EMBED STR /1' a SCHEDULE FOR MAX, 'CONNR "TIONTYP' 3 A MINIMUM OF TWO SETS OF ANCHORS AND IS A 0 E PEPE ENCE ANC140P MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK 5 6 SPACING . 13 USED WITH THE BASE TRACK MUST BE CONTINUOUS SCHEDULE FOR MAX OVER THE GAPS BETWEEN SECTIONS. 3 15 SPAC114G 1/2.. &R(D fj GLASS OR DOOR "N L_ O.0 OR 3/16-0 ALUM GLASS 13 w1i1 _I R!a SMS[El 12" 1.PARATIO #112 r.1/2" PER w ..m aw, POP RIVETS 9 6.-0 c TABLE 2 13 1-0 I" z0 3 0 Z OL ASS 013 1114.GLA 3�LA �z - OR 1/4* ALUM.POP 4 P RATI 3f w RIVETS 4 DOOR e 13 MN GLASS 3: S P 12-0 C.-_ A 14 SEPARATION IA PER TABLE 2 PER TABLE 2 W Ix 4 x<Z le?Z I— (DAND08 tL "N GLASS SEPARATION "'C 2 AS'p- PER TA 1/4-20 S S MACHINE 1/4"MAX F nm PIN SCREW CREW&14UT P ASSEMBLY 12**0 1/2" GUIDE TO BUSHING— C' L SE YP. WASHER(7YP.j GLASS OR ADOORMAX.FROM PIN cc) 1/4•'M&&..fRqM ZjIq 99 -U L bUildIFTE)BUSHING 6 WASHER A-HE XtIIER ITYP I F I EDGE WASHER ITYP I S'ING CONCRETE, DIST. SCHEDULE FOR MAX BLOCK -CK PACING AS SHOWN \-C2 CONNECTION TYPE ---BLOCK OR WOOD EXISTING CONCRETE, FR M" -4— 711 FRAMING FRAMING CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 on BLOCK OR WOO IA .1 EFERENLE ANCHOR 4,-C3 CONNECTION TYPE #12 x 1/2"EMS 12" SCHEDULE rOP MASCHEDULE FOR MAX. CONT PACING 'Co"T '1'1'1 @ SPACING ALT.FAS AOCAttt " REFERENCE ANCHOR 0 C OR 3/16-0 ALUM 0611,T6 1. 1.A.5tc EXISTING CONCRETE, A ' 'lAY BE REVERSED SLHEOULE FOR MAX.MAX� POP RIVETS P 6"O.C. OCATION FRONT AND Is SHOWN C74SHEU)�um_ SPACING OR 1/4-0 ALUM POP.. BACK ANCHORS NOT REO'D BLOCK OR WOOD FRAMING RIVET S @ 12"0 WALL MOUNT SECTION nE CEILINGINSIDF MOUNT S .. C "'ALL/111JILD OUT /--a SCALE:3"=1*-0" S cA E•3 V-0- 0SECTION I f=N I*-o- y ' - ,,FTryry{1NK LSO�ENHMUO�P.E. MN GLASS GLASS', ORB."', PER'All F.2 13p0 `�` "•• 0y GLASS OR 1 •I DOOR = Q a z GLASS OR _*:• No P 00465 =w a DOOR HN GLASS _.v •N ,A W d u SEPARATION X w w a w PER TABLE 2 = •' �<. <fix MN GLASS w STA �5 I r W SEPARATION O S I` z PER TABLE I_ w jd w� •••'•.�O 411/-I oIL) 1=-00W �1f Om� 13 a w¢N 13 ON TYPE X WON L.I JQ[ 11 {-� _ /2 1 £ J u d REFERENCEANCHORANCHOR F Z' i.1 gh 1/4"MAX.FROM PIIJ GUIDEW JC 1D BUSHING WASHER(TYP 1 2B a. SCHEDULE FOR MAX. � MID .250" SPACING __ m TWD,//."0 WDDD LAG SCREWS Lal 2l." C4 CONNECTION TYPE T 250"O,C MAX WITH 2" REFERENCE ANCHOR / I� O THREADED PENETRATION p SCHEDULE FOR MAX "T"INTO CENTER OF 2X STUDS /m SPACING /w N P1 i IB IBb EMB "T' 14 SMS Ca MIOSPAN BETWEEN /f DIS �W- r STUDS FOR TRACK TO i"K 4" / EXISTING HOST STRUCTURE PLYWOOD A TUBE CONNECTION /� STUCCO FINISH 1"x 4"x.125" 6063-T6 ALUM.TUBE Nip O DECORAIIVf: FLOUR TRACK DETAIL O WALL MOUNT SILL DETAIL w� THIS DETAIL TD BE USED WHEN STUD SPACING SCALE:3"=i'-0". 0 SCALE:3"=1'-0" EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. !!tt O WALL MOUNT SECTION THIS DETAIL MAY C ALSO BE USE- SCALE:3"=T'-0" AT TOP ��IIyyggqq,, =0D< ,.t � Q m g Ec ACCORDION SHUTTER w a 03 PER PRODUCT APPROVAL r F o m —GLASS F I FPR GLASS OR DOOR I- m _ 'a SEPARATION 13 0 in to PER TABLE � e EXISTING WOOD(6=0.42) r A APPUCABLEATTOP Y z z TRUSS OR RAFTER 1`�eYI■l1 p ANDID, ORBOTTOM a u X a (m 2c`MAX.O.C. 1-112 -1/2 £ W £ w EXISTING FINISIi 2"OR 3" MATERIAL 1/2"MIN. 5 6 1/4"MAX FROM PIP!GUIDE 2"x 5"x 1/8"6063-T6 y� TO BUSHING WASHER(TYP) ALUM.ANGLE Y!/THREE li f Ij 01 s 2"%3"%Sg"KCONTINUOUS OR -} Iy(.- 2.175" 6 J 1/4"TILE(TYP) 1/4"O WOOD LAC 4 2'x2"x�e"%CONTINUOUS I I' FINISH MATERIAL SCREWS WITH 2-3/4" 6061-T6 ALUMINUM ANGLE 3/4"PLYWOOD MINIMUM THREADED O¢d t ¢ PENETR."T"IN WOOD Cd 5 G .9"MIN.THICK 6061-T6 ALUM TRACK X —t/4"G A325 GRADE THRU BOLT Cd 7"O.0 EACH RAFTER OF TRUSS, d 9 ANGLE FASTENED TO f FASTENED TO ANGLE WITH 1/4-20 OR 5/t6'•iD A325 GRADE THRLI BOLT(nl 12"0 f. 24"O.C.MAX WHERE EXISTING MACHINE SCREWS AT 3"FROM ENDS GAL V.ORS.S ANGLE EXTENDS BEYOND g� AND 9.O.C.FOR THE BALANCE LAST TRUSS MORE THAN- ¢ q HOST STRUCTURE WITH - E O �_ 1/4"0 ELCO ULTRACON TO CONCRETE/CMU id Y,-O ELCO ULTRACONS AT 6", EXTEND ANGLE 7D EXISTING CONCRETE HOSE 5"O.C.W/1-1/4`MIN.EMB. w e D.C.w/1-7/B'. NEXT TRUSS. 3"FROM ENDS AND 4"O.C. wI--I g 2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR1/4"O LAG SCREW 9 MIN EMS. IN WOOD SG 0.4 2.TO 0.55. FOR BALANCE WITH 014" > N w w MIN EMBEDMENT AND 2}i• MAX,DESIGN LOADAT 5`01 MAX SPAN: EXISTING COIJCRE1E, 1� x=zuJ19 MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR L~7 O N Q OWRCt flML2NWOOPE STAGGERED WITH 3'MIN. MAX DESIGN LOAD AT 6'-D"MAX SPAN: WOOD FRAMING.SEF. 2"x5"x1/8"CONT qI"' Q~ 15-2339 SPACING,TYP. t52 P.S.F. A14CHOR SCHEO ALUM ANGLE 16063-T6) £OASEO ON IYPE OF DUILDOUT MOUNT STRUCTURE IMAX.DESIGN LOAD s 72 P S.P) _ L PAcOoesLwlPnowI SCALE.NTS Hb PASS THRU DETAIL SCALE�3"=1'-0" �'� TRUSS MOUNT SECTION = SCALE-3" 1'-0" 1 I( 1 99 � �J • EXISTING HOST ALT.LEG DIRECTION 'rt� x�A900 P.6. STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN + /�/j• '`7 EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM L.. 12'MIN FROM EDGE OF ACCORDION -ROUND WINDOW 2" SPACING,AND 3-MINIMUM EDGE DISTANCE a EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY �J� AX (2)6063-T6 ALUMINUM 70P O0.BOTTOM ANGLES PER BEAM END,SIZE �':• 0 6549 1/2° PER SPAN TUBE SCHEDULE EMBED. I SPAN TUBE PER ' DESIGN SCHEDULE O N Q: ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT 0 EDGE OF ACCORDION z ,T'• FIII SHUTTER BLADES y CQ3 - 12°O.0 OR 1714 x 3/4'SMS 6"O.C, i�s• A fy y�n TYPIC/1L II-• i/2"MAX. s 6 3'MIN 3 16 s 00 EDGE sm z 2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 Z u�' X +• ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION o wlt( ti 9 a MAXIMUM OF 3 WINDOWS GLASS ORPER TA13 a a W PER EVERY OTHER BLADE DOOR x o N 6 i LIGHT-N-VIEW WINDOWEDGENum aw O IiI'-1/2"MAX 8 N.T.S. EXTERIOR ELEV =o DISTANCE I 5 6 N m L I p V' 3 16 1/L'•11AX.fRDH PIN GUIDE G W d TO BUSHING WASHEN 1'f YP I q a ACCESS 114-20 MACHINE BOLT W/NUT Q 1/2' 12°O.0 OR ar 14 x 3/4'SMS W O.C. (A 2.875'0 HOLE TO '1- - HOLE SPAN TUBE PER W RECEIVE ROUND EMBED. I DESIGN SCHEDULE y WINDOW ASSEMBLYm 1/2 (2)6063-T6 ALUMINUM 51 _ "("MAX. ANGLES PER BEAM END,SIZE 6„ r le EXISTING .-l. PER SPAN TUBE SCHEDULE `�Q ap r! HOST 1/4"0 THRU BOLTS SEE BEAM zm" STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8•MIN EMBED IN CONCRETE OR HOLLOW BLACK 3"MINIMUM FF SPACING,AND 3'MINIMUM EDGE DISTAiICE C p ?125" 0.032° 0.032" 0.125° MAX.DESIGN LOAD=t 72 PSF � o 3 SPAN TUBE SECTION $� N.T.S. VERT SECTION / SPAN TUBE SCHEDULE \` ALLOWABLEIUBE NUMBER OF NUMBER OF MINIMUMANOLE TUBE ANCHORS PER s ROUND SIZE B 9P/W� _SPAN 7HRU-BOLTS _..ANGLE _ _._ L� WINDOW TOP BOTTOM 70P BOTTOM TOP BOlTE. TOP TBOTTOM pq 1 1 ) ASSEMBLY TUBE I TUBE TUBE TUBE TUBE TUBE TUBE TUBE d S M 60" 123.9' I 135.7 2 2 2 3 4' 7" @ 0.125' BB' 101.r 106.9' 2 2 3 3 T r 123' 89.9' _9674'_ 2 -2- 3. - 3------- 102.0' 4' --r � E 60" 129.r 157.0' 2 2 2 3 4' 7' �1 96' 114.6• 124,7'_ 2 2 3 ___A T! r lbLB 123' 109.8' 2 2 4 4 IW 10' 60' 138.0• 190.9' 2 2 3 3 r _7" \' 00.108' � I 0.129' 96' 1227' 165.r 2 2 3 4 1" 10° �� 02,875" 03.250" 123' 1I6.P 737.6' 2 3 4 9 10' 13' d p I 60" 168_1' 240.0 1_ 2 3 4 I 7' __10' k® H / 01076 9B' 14D.6•_ 2�.9• _2 3 _ 4 1 10• 70 _ a tl�� !'g LIGHT-N-VIEW WINDOW �� �/ ,23 322 203.1' 3 -4 5 7 13 1B COP1f4N ff MLlNVfWPB 29 N.T.S. BASIC PLASTICS SLX1431T-UL-94HB _ SPAN TUBE SCHEDULE NOTES: -xi-xi/4- x "ANGLES FOR 2'x5"St 2"x6'BEAMS. 15-2339 2. USE 2'x5'x1/4"ANGLES FOR 2"xB"&2'x10'BEAMS. SCA a 3. USE BEAM SCHEDULE FOR DETAIL 3/8. p"or op-agfl lk 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 BLADE W/ ROUND WINDOW BELOW THE BEAM. TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDINGSPANS, 2 , p59 ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS N.T.S. EXTERIOR ELEV ABOVE Af�D BELOW THE BEAM. 8 6. LAP BEAMS ARE NOT ALLOWED. -' 7. ALL BEAMS AND ANGLES TO BE 6053-T6 ALUMINUM. O ANCHOR SCHEDULE: CONCRETE PtthNK V ePANARPD P.B P1tlDS6519 "•t'�:.1•;t 2.5'MSN EDGE DISTANCE `z� -•'17 G Spans Up TO W-0" SDanS UD T.613" Spans Up Tp 12'•0" e `��p. •'•••�� ^ �j LOAD CONH TYPE CONN 7Y CONN TYPE o ANCHOR x ( C1 C2 C3 C4 CS CY C2 C3 C4 CS Cl C2 C3. Cd C5 OR EtCO 53 160"I6.0"150'18.0"l8.p"16_ 0'18.0" 9.p" 3.0"16.0"1G.0" 9.5" 5.5" B.5" 14.5" _ f NO PS00q ULTRACON WITH 1-3/d' S3 16.0"ibA"Y0.5"14,S'16.0"16,0'12.0" 7.q" 10;51 36.0"15.0" ZS" A"n: (3192P51 MIN CON 62 160'16.0" 8.5" 12.5"16.0"160" 9,S' 5.5" 8.5" 15.0"150" 0:5"7015,0"13.0T.p" 12.0"10,0"25,5" O,D" S.0" 7,5" 11.5'35S" z�- - - COMOINATtOt¢O STA7Ep 100 19.0" 75" 4.S" I.5" 10.5"15,0' 7.5' 4.5" 7.5" 10.5"15.0"7.5" 4. 0.5" 7 z S TTY "t1 ijq'MILLENIOM MIt1FAST COMDINATIOFY", 43_16,0"16.0 55.0 iS,D"25.0"36.R"56.0'• 9.0"13.5'36.0"16.0" 8,5" S.S' 9.0"13,5" r�(�•,, WITH 1.3/4"EMBED(3275ps1 53 18.0"16.0 11.0"LS.tl"16,0"16.0"11.0" 7,011 10.5"16.0x'13.5" 7.0" 4.5"17.5-19.S" �7j MIN CONCRETE) 62 16,0"15.0" 0.5" 13,0"16.0"16.0" 6.5" 5.511 9,0" 1351 13.5" 7.0" 4_5" 7.5" 4.5" O 7/ 0NAL 70 L6.0"12.0" 7.0�' 11.0"16.0"14.0" 7.0" 4.5"+1306 5"13.5" 7.0'_ 4.5" 7.5" 9.Sri 7111 t 7/S t LT1 _100 13.5" 7.0" 45'• 7.S' 9.5" 13.51 7,0' 4.5" " 18.5" 7.0" A.5" 7.5" 9.5" 1/4'ELCO CRS- E SSd 43 I6.0"16.0"56.0"iG.O"16,0"16.0"i6,0-13.5" 0"16.0"32.5' 8,0'• 13;0"16.0' W Q � ze W/2'EMBED(3350p11 MIN 53 16.0"16.0"16.0"16.0"16.0"16.D"16.0"LOX" .16.0"10,0" 6.5' 11.0"L4.O" t x S ITYPI 2 x S(TYP.I N l CONC) 62 ]6_-�0"I6.0"12.5'26,8"26.0"]6.0"12.5' 8.0" "16A"10.0" S.Y' II.W 14.0' ` "i W'" 9 13UL1IT� 70 16.0"16.0"10 5"16.0„'16.0"16 0^30�E 7.0" O"16.0"50.0_' 6.,.•5" 11 0"X4 0"16.0"t0.8" 6.$" S1.D"14.0"16.0"14.0" 6.5' ."16.0"30.0" 6,3" 11,0"Y4.9" In I'MIN EDGE DISTANCE _ _ o it] MOTE "S"INDICATES ANCHOR SCHEDULE SPACING %DO CI C2 C3 C4 C5 C1 C2 C3 C4 C5 CS C2 C3 C4 CS 1/4'ITW TAPCON OR ELCO [43 16.0"16.p" 7.5" 8.0" 16.0'•16.0"16.0" 5.0" S.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0" SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE.- ULTRACON ZIP i-3(4" 16,0"116.0"154"16.5' 16.0"16.0"12.0" 4.5•' 18.0"14.5" 7.5" 10,0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE EMBED(3192p5 MtN CONC) ]6A"15.5" q.5" 5.5" 16.0"16,0" 9,0'• 4,8" 14.5"14.5' 7;5" 10.0" ANCHORS ONLY (p` C4 CONNECTION TYPE USING PIECE WITH y� . 12. 4.05.0" 16.p15.Q" 7.5" 11.0•'19.5" 7.5" 100" .OUTSIOE.AWCHORS OIaLY 14.5" T.5" l0.0"14.5' 7.5" l0.0"14.5" 7.S' 10.6" 1/4•MILLENIUM MIUFAST 16.0"16.0"1].0"13.5"L6.0"16,0"13.D" 65" 9-i5" 16.0"13•.30' 7.0" q.0" 6.5" 10.5" WTtN 1-3j4'EMBEb(32TSps1260"Ifi.D" BA" 12.01 26.0'•26.0"4.6" SD" 7.S" 36.0"10.5" 5u 5.5" 7.5" ANCHOR NOTES: WMIN CONCR,EfE) 160"135" 80" 9.0" 16.0"13.5" 7.0"4.0" 6,5" 11,0"10,51 5.S" 5.5" 7.5"16.W.11,5" 5.5"" S.S" 8.5•• 10.5" 5" 5,5" ?.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING211.5" 5.5" 5.5' 7.5" 10.5" 5.5" 5.5" 7.5" 10.51, 5.5" 5.5" 7,5" ONLY,ALLOWABLE STORM SHUTTER SPANS POR SPECIFIC LOADS MUST BE o b n Og Y Y _ LIMITED TO THOSE SHOWN IN TABLE 1 Pg 1). j¢ �4-20S-SMACHINESCRFW ' _ 1'1(4'MIN EDGE° ANCE ( d & CS C2 C3 C4 CS C3 C7. C9 C4 CS CT-FT-577--r-7-Tr-C71CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING StRUC7URE MATERtAt, zm EW 43 16.0"15.01 8.5' 10.5"16.0"1.6.0"12.0" 5.5" .5' 16.0"12^5" 0,5" 80" S0" 100" CORTYPE AND EDGE DISTANCE.SELECT DESIGN LOAD Gf+I:ATER THAN OR- EQUAL TO NEGATIVE DES2GN LOAD ON SHUTTER AND SELECT SPAR GREATER 53 16.0"15.0" 8.0" 16.0"I6.0' B.5" 4,0" 6,0" ISIS""30`0" 5.0" 4.0" LO" TITAN OR EQUAL TO SHlt77ER SPAM. Z 62 16.0"11.0'S.0'' 7,0•' 16.D"12.5" 5.5" 3,511 5.01, 10.0"10.0" $.0" A.D•' 7.0" E 70 26.8" 9.0" 4.5"I 6,0' 16.6"2851 S.S' 3.0" 4.0"IS." 10.0"5.0" 4.0" ?.D" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. , 100 10.0" 5.0" 4.0" 7:0"110.q' S.0" q.0" 7.0" 10.0" 9.0" / 4,0" 7.0" 4. ERISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 3'MIN EDGE DISTANCE BLOCK OR W000 FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 114'ALL-POINTS SQUD-SES _ ANCHOR TYPE SASE.ON TYPE OF EXISTING STRUCTURE AND APPROPWATE ANCHOR W/7/B'EMBED& Ci C2 C3 C4 CS C3 C2 C3 C4 C5 G3 C2 C3 GI G5 CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENPi.I'.ON OF 1/4-20 SS MACHINE SCREW 43 Y6.0' 18.6' 16.0"15.0"16.0"35,0"56,0"11.5"16.0"16.0"I6a,11.0'• 7.0"M 6_0" CONNECTIO TYPE, �. (3006p3I MSN CONC) 53 16.0"16.0"13.5'16.0'16.0"ifi.0"14,0" a-s" 13.5"16.0"16.0" 8.5" 5.5' 2,0' S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 Y6.0"16.0"16.5'16.0"16.0"16.0^11.0" 7.0" 11.0"16.0"16.0•' 8.5" 5.5" 2.0" ONLY, L� 70 16.0"15.0" 9.0" Sd.6"16.0"36.0" 9.0" 6,0" 10.0"Ii, 16,0" 8.5" S,5" 2A" 100 16.0' 6.5' S.5" 9.5" 12.0"16.0" 8.5" 5.5" 9.5' .0"16.0" B.5" " 12.0" 6. THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THE ANCHORSARE INSTALLED 4' 2-5/S'MIN EDGE DISTANCE IN ACCORDANCE WITH MANUFAMPERS'RECOMMENDATIONS.EMBEDMENT 1 Jd"POWERS 55 DROP-IN __ LENGTHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/314.20 SS BOLT AND Cl C2 C3 CA C5 Cl C2 C3 C4 CS Ci C2 C3 C4 C5 FINISHES! o F n n- J CONC)v EMBED(3008pst MIH 'S3 16.0"16.0" 9.5" 14.0"16.0'16.0"19.5" 6 0 30,01 15.0"115" 6.0" 4,0'_,7.0" 610" 7 VARYAEF«FEED VE IF'(TMUAT FAsfENERS ARE INTO ADEQOU^TE WppD FTV MW SONS a 62 16.0'1 12.8" 7S" 12.0"16 0 24.5' 7.5" 5.0" 8.5. 1L5"12.5"-6.0"'4.0" 7,0" BA" S[UE BEor URE PPlECES Op.FASTENING TCI PLYWOOD 15 ACCEPI'g8LE ONLY FOR t� 70 15.0"10.0" 5.5" 10.5"16.01 12.0" 6.8" 4.0" 7-Y' 9.0" L3,5" 6,0" 4.0" 7.o" B.D" �e1 100 11.5" 6.8" 4.0" 7.0" 8.0" 3351 6.O" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF SPUD F7UlMING,FASTENER ¢ Sp'POWERS SS DROP-IN 3-7R'MIN EDGE DISTANCE SHAD.BE LOCATED IN CENTER OF NOMINAL 2"X 4"(M[N. WOOD EDGE DISTANCE IS ACCEPTABLE FOR W00D FRgMING. L�G SRlEWS SHALL SL S( e W(S/4.20 Sr BOLT AN, CS Q f3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 GS CS HAVE PHILLIPS PAN HEAD OR Hf:X HEAD. I'EMBED[3000Dsi MIN 43 16.0"36.8"15.01 16.01•56.0"16.0"14.5" 4.0" 33.5"16.0"IS.O"7.5" $!0" 9.6" ]2.0" a CONC) 53_16,0^16.0"18_5"15.0"16.0"16.0"]0.0" 5.S' 10.5"38.011 12.0" 5,0" 4.0" 7,5" B.S' 9. MACHINE SCREWS SHAD.HAVE MI, OF 1!2"ENGAGEMENT OF THREADS INAt, e p 62 16.0"1.0" 8A"I2.5"26,0"IS.O" B.0"50"9 6 22.0"12A" 5,0" M1.0" 7.5" 8.5" HEAD{SNtDFNAIAt{N 80 MAY HAVE AO N I�IM A PAN HEAD,TAU55 HEAD,OR WAFER 'L•P't-s'y' 70 16_0"30.5" 7.0"11.0"16.0"12.5" 6.5" 9.S" CO" 4,0' 7.5" 8.S' DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 1 •260 12.(P]•6.0" A.0" 7.5' 6.5" ILO" 6.0" 4.0" 7.5" 8.5" ]2,0" 5.0" 4.0" 7,5" 8.5" y r MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, t12 SMS W/2'EYE �Ci C!�GT"-C4 t5 C2 C2 63 C4 CS Ci C2 C3 CA C5 NOT OR WASHER WINGNU7• cr>I�IrRWKL ,pP£ ARMOR INSERT W/2'EM8E4 43 16.0"16.0"13.5"14,0"16.0".26.0"16,0" 7.5" 10.0"I6.0"16.0" 9.0" 4.5" 6S"13.5' (200Opsl MIN CONC) 53 16.0"16,0" 6.511 21.0'1 36,011 16A"115' S,5' 6.0" 36,0"14.0" 7.0" 3.5" 5.5"'10.0" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, 15-2339 p 62 Y6.0"I5.0" 7.0" 9.5' 16A"26.0" 9.5".4.5" fi.5" 34,0"14.0-17.0"1 3,S' SS" 10.6" 12. WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT Be USED TO - f)�"'.'--(/..-_!'/� 76. 16.0"12.0" 6.0" 8.6" 16.0"14.5" 7.5" 4.0" 6.0" Iq.S"14.0"_7.0" 9.5" 5.5" 10.0" DRILL INTO HOLLOW BLOCK NOR SHO�ILD IMPACT DRILLS BE USED TO INSTALL Ctue tlllmnmp�t CONCRETE SCREWS TO HOLLOW BLOCK __,________ 20.0"24.0" 7,0 3.5" S,S' 30.4"1410" 7.0" 3.5" S.5" 10.01 >712 SMS W/2.75'EYEWgLL 43_16_0 16.0"16_0"16.0"16.0"S6.D"16:0"10.0"19,0"36,0"16.0"L1.5'"' ARMOR INSERT W/2S" 53 16_0"ls_m'22,0"16.Q"16A"16.0'15,0"7.5" 31.0'•1600 _62 .._ EMBED(20001si MW CONC) 62 16.0"16.0"9.5" 13.5"16.011 16.0"11.5" 6.5" 9.5'1 70 16.01 t5.o" B.O" 11.5"16.01 36.0" 9.5"5.5T'8.5" 14.0"16.0" 4.0" 5.0_8.D" 13,0" �\ 100 16.0" 9.0" 5.0'• B.q" 13.0'•16.6" 9.0" 5.q" 8.0" 13.01 I6.0" 4.p" 5.0" 8.0" 13.0'• m�EE�EL•�EL•�EI� •' �E�iiIEi�EL�EL•�®®� •MOM ®�', m Amo©m�.� «■ ��� ,�� mmm' 'ISTANCE MIS MR o©mom ' X. ® m ////iL�IO/�' //�//%S///fOa////�����® ®�///i�® •' ��/l�/� ��� .... %//////.fy/%�//Yf//,f%%///%//%. %// ' X51 U/%/'///%/��mm m��i�// KRIM / j/, ,.mG; ,/ / /r , , , , o/ /�/ //, W/ OEM ANCHORWI 1-114'EMBED lml Emu 'F11A f� ♦ MWINKM LE110111"IN M0,11110111,llm /i�ii�/ii�i/��i/�i1"'I//I �m©©�©m©mmt'f�m©O0©0m©mmm©©0®m00[� w r / ®/i/oi/� m®ice/ ONOE0 �iiyi�iio, �mmom m© imom MIAMI m©mmmm mmmmmomo®m©sem REM�' ' %1//%/%/%%ill %///%'//l�I//i%// %%//%///////r%///� /'////// @f��MEMEM .. 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK tR4HRL8ERNM06,PE. . `ttttti iiLU 77 #i'Ep645S99 _ 2'MIN EDGE DISTANCE �~ Snans Uo To B'•3" ns To 0"- -'• rj Span.Un To 6'•0" r�pa_N�„(1: ," -• LOAD CONN TYPE CONN TYPE CONN TYPE--- "y ;•' AUC 'V - i ANCHOR (p''� CI C2 C3 .C4 CS Cl C2 f C3 I C4 I C5 Cl C2 C3 G C5 j' 012 SMS W/2"EYEWALL 43 36.0'16.0" 7.5" 9.0"10,111S.S1118.5" 4,5" 6.5" IS,S' $Z,,3 ARMORINSERTW/2-1/4` _53 36.0'•10.5' S,0" 70' 0"53 " " " S.6" II.O"7,8"o EMBED k=��� .62 14.0'I 7." 4.0" 6.0S" 9.0" 4.a�"- 4.0" 70'7.0" 35'x 5" ." ^' *x m 70 ILS" 6.0" 3.5'• 5.5" 5" 7.52 3.5" 35"S,5_7A" 3.5" 3,5' 5.0" "O10p 7.0" 3.5' L5" " 7.0"3.S" 3.S" S.0" 7,0" 3S" 3.5"5.0" - �� •.,t =- TQtEp F• fly Gel j ANCHOR SCHEDULE: WOOD (G0.55) r • G rrrl/ri�� "NAL 3/4'MtN EDGE DISTANCE Y77t1I t,11 til t e t COAD Span.Uo To V-O" Soans up H'•3" Spans Un To f2'-0" �S eC�g; p (050 CONN TYPE CONN TYPE CONN TYPE c ISg$ o ANCHOR W offn�-' 0�� x Cl C2 I C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 G CS 1/4'LAG SCREW WITH 1-3/4 43 I6.4"16.0"1L5"12,5"16.0"16.0"16.0" 7.5" 9.0" 16X"16.0"145" 4,5" 6.0" 16.0" Ts' MIN THREAD PENETRATION 53 16A" 16.b•'16.0"18.0" 6;0_" 7A" 16,0"16,0"1L5" 40" 5.0" 16;0" 111 62 16.0"l5�p" 7.4"8S"16-00"15.0"24_;_5"5.0" 6.0'16.0"160"11.5" 4.0" 5.0" 56A" "QJIJfj��J�j�j.,/('p W R G 70 16.0"16,q" 6.4" 7.5" 16.0"16.Q_"12.5. 4y04 $.5" 16_"`P'16.0"1L5' 4.0" S.0" 16.0" p 100 56.0"11S"4.0" 5.0' 16,0"16.0'I1.5"4.0" S.0" 16.0"16.0"ELS" 4,0° $.0" 16.0" .y 7/16'WOOD BUSHING WITH 43 36.0'I6.00" 8,0" 10.0"16.4"15.5" 8.5" 4.5". 7.0" 15_V_5' 8.5" 4.5" 4.5" 7.0" 1.13"MIN EMBED®1/4.20 53 16.0'10.5" 5,5" 8.0" 16,0"11.0" 6.0" 3.5' 5.S" 11.0" 7.0" 3.5" 4.0" 5.0" SS MACHINESiREW 62 f4y,0" 8,0". 4.5' 6.5" 14.S' 9.0" 4.5'• 3.0' 4.5" 7,0' 7.0' o ,Lamm 70 12.0" 6.6" 3.5" 5.5" 12,5" 7,5" 3,52 4.p_' 5.51 7.0" 3.5' 4.0" S.0" °o i''� !OR 7.6"3.$" d.0" 5.0"-7.0" 3,5" 4.0" 5.6" 7.0" 3.5" �+ #19 SMS OR#14 W000 43 16.0"Sfi�p"12.5"414.V' q"16 0°16.p" 8.0" 10.0"16.0"16.0"11.5" 7." 76.0"SCREW WITH 1.3/4°MIH 53 1C 00"16,0" 9.0" 0"16,q"is.4" 6,0" 8.0" 5.5" 2THREAD PENETRATION 62 16.0"16.0" 7.S" D"16"0"11.5" 5.0' 7,tl" 16.0"16.0" B.5" 4.0" 5.570 76.0"16.0" 6.5" 0"16.0'10.0" 4.5" 6.D" 34.0"16.0" 9S" 4.0" S.5" 53.0" Nom, of 10D 16.0" 9.5" 4.0" 5.5"111011116.0`19.5" 4,0"15.511 13A"18.0" 9.5" 4.0"1 S.5" 13.0" 2m ANCHOR FMti 2 C 4 ANCHOR SCHEDULE: WOOD (6-0.42) nl �5' IET 3/4, M1MIN EDGE DiSFANLTi x LOAD Soans U°T°6'-p" SRnns Up To B'-3" SB,STo 1'•0" O ANCHOR CONN TYPE CONN TYPE CONN N TYPE I_I ' x (P�l G Cz C3 Cq C5 G2 C2 1 C3 C9 CS Cl C2 C3 I C4 C5 ' ]3 1/4'LAG SCREW WITH 3-3/4 43 15.0"16A" 9.0" I0,0"15.0"16.0°16.0" 5.5" 7.0" 16A"16A" 9.5" 3.5" 4.5" IS.", a MIN THREAD PENETRATION 53 16.0"16.0"6.5" 8.0"116.0116.0" 62 16.0"16.p"5.S" 6.5" 16,0" d 70_f6.4"I35"4g" 6`0"A-V 16:0" B4O',�3,0 4.0 1I.8"55.0" 7,5" 3.0° 4.0"ILO" A 1700 15.0" 7.5" 3.0" 4.0'I 11A"15.0" 7.5" 3.0" 4.p"71.0"150" 7.$" 3.0" 4.0" 1L0" D i14 SiMs oR#14 WDDO 43 16.0"16,0 BS"14.5°26.6"i6.0"12.5' S,S" 7,0" 16.0"33.4" 8•S" 3,5° SA"SO.S' p SCREW WITH 1-3/4"MIN B3 16.0'16.0" 6.5'T 8.0" 16.0"16.0". 8.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 4.0" 7,5" THREAD PENETRATION 62 16.0"53.5"5A" 7.0' 56.4"13.0" 6.5' 3.5" 5.0" 10.5"SOS"'$,S" 2.5" 4.0" W. gmm>mmuRm. 70 16 0" 9.5" 4.S" 6.0" 16,0'• 3A" 4A" 8.0" 50.5" 5.5"_ 2,5" 4.0' ZSR 100 30.5" 5,5" 2.5" 4,0" 7.S" 10.5" 5.5" 2S" 4.0" 7.5" f0 "5.5" 2.5° ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK @@ - 4"MIN EDGE DISTANCE 1? Spar s TI.p_Tp B-¢: Spens Un To W. Soans VR To 22`•6" LOAD CONN TYPE CONN TYPE CONN TYPE 11 y o ANCHOR (psf) x C1 C2 C3 C4 CS CS C2 C3 ( C4 CS Cl CZ C3 I C4 CS 5/16'IT9Y TAPCON%L W/ 43 16.0"16.0"16.0"16.0"1 L6.0"116.0"116.0',15,011116.0"116.0"16,0,,115.0"1 9A" 14.0"16.0" +' 2-1/4"MIN.EMBED 53 16.0"56.0'25_0"E6.0'3fi�0"ISA"16.0"11,0"16.0"E6.0" SAY'12.0" 7,5' 12.4"26 0" R �q�4c 62 76.0"I6.0" 16.0"I6:0"16;0"IS.p" 9.0„ 14.0"16.0"16.0"12,0" 7.5" 12�.0"F36.0-' d ! 70 16.0"16.0"IS_S'16.0"S6A'16.0"12.$" BA" 12.5'16.0"16.0":12,0" 7.5" 12.4"16.0" ! } 100 16___0"12.0:7.5" 12.0'36.0_'16.0"120" 16.0" 7.S" i2,0"I6.0" _ rj 5/16'ELCO ULTRACON W/ 43 16.0"16.0"i10,5 14.0"16.0"16.0"111.5' 6.5" 9.5" 16.p"11.0"I 5,5" 6,5" 9,0" 2-!/4"HSN.EMBED 53 16.0"13.5`7.5" f1.0"16.0"14.0' 7.5" 7,5" 13.5" 9.tl" 6.S' OnPOtaHttA9KLa8tYJ04tE S,`0„ 62 16.0"10.0" 6.0'!- 9A-'_''16,0°1_1.0' 5.5" 6,5" 9,0" 9.0" 6.5" 15-2339 TO 15_0" BA" 5.0" 8.0' SSS" 9.5" 5.5" t.D" B�D" g.5' 100 9,0' / 5.5", 6.5"• 9.0_, / 5.5" 6.5" 9.0" -6,5" MIN EDGE DtSTANCE 10 0Eoa1_.,.TIoSR :ED-d-c3- CS--6--Cl C2 _G3 c4 q cs_ #125M5 W/2'EYEWAIL 43 16.6"16.0" 9.5']S,5"16.0"16.0'14.0" 6.0' B.0'26.0"14.5" 7,S" 3.5" 5.5" 11.5' n � ARMOR INSERT W/2'EMBED 53 16.0"36.6"ZO" 9.0".E6.0"16.0' 6,0" 62 16.0"13.0" 55" 7.5" 16,0"14.5" 7.5" 3.5" 5.5" L2.0"L1,5" 6.4" TO 16,_0"50.5' S.6" 6.S' I6.p"12,5. 6.S_3.0" 4.5" 8.0' 115" 6.0" 3.0" 4.5" 89" ANCHOR NOTES:SEE SHEET 100 11.5" 6.D'" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4,S" 8.5" 11,5" -6.0" 7.0" 4,5" 8.S" 9 FOR ANCHOR NOTES.