Loading...
HomeMy WebLinkAboutProduct Approval SCIS Home ! Log In j User Registration i Hot Topics ; Submit Surcharge i Stats 8,Facts I Publications i FBC Staff BCIS Site Map Unks Search Product Approval RECEIVED USER:Public User - db r iy;6 i Product Approval Menu>Product or Application Search>Application List>Application Detail - /�D D {] {] rt O,r rt �' FL FL13757-R6 APR ij �j J L I y E ST. Lucie Coun P Application Type Revision ty, ermitting Code Version 2017 Application Status Approved Comments ArchivedOF I L E 0 PY CI Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature 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 Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer n Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 CO! Indeoi.pdf FL13757 RS COI Indeo2.pdf FL13757 R6 COI Inden3.ndf 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 R6 EDuiv Eauivl.Ddf FL13757 R6 Eauiv EDuiv2.Ddf FL13757 R6 EQUly EDuiv3.Ddf 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 Dwoi.Ddf Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL137S7 R6 AE Evall.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party: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 DwD2.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Eval2.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential Facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwo3.1)df Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.odf anchorage,etc. Created by Independent Third Party:Yes Back Next . Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AP,/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accesslbillty 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 notsend electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If - they have one.The emalis 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 heir-. Product Approval Axepts: mr WE oe�a® e CrsiJ4 Card Safe i G..8 STREAMLINE SHUTTER � 11///IMNK 65R9y�i GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE.HVHZ � � 'tic '' v 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING u Na PLzo04s54 ; CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE IBC)AND INTERNATIONAL RESIDENTIAL CODE :;-u { UNLIMITED WIDTH I/I i r ID M (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES q5 DEFINED IN v o ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. ��'•. srnrE DP •, 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR U$E WITH THIS SYSTEM SHALL BE, SEcaON . DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE % SS �+tton,•' ' a� REOUIR£MENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THEio FLO IDA BUILDING CODE SHALL BE LESS THAN OR EpUAL TO THE POSITIVE OR NEGATIVE DESIGN CT iV PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201j202((203 AND ASTM E1886 E199YE330• zlt <91 S 4.. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQU1ftED FOR ALL WIND Z +III ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UIII I NLESS OPTIONAL " PLAN VIEW W u~ CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND e il LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. �?JN w x 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE H w .t1 DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w 0 WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 SHALL BE USED, 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC x ua �. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME a PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER nI 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. tj d 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THECONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTORERIAL FROM' Y $ ^ THE STRUCTURAL SUBSTRATES pETAILED HEREIN. 11. MrOEpm ICATIONS OR ADpITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ._ a� 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION ^X OFFICIO!MAY RRE�ppLIRE THAT SITE SPECIFIC DOCUMENTS.BE PREPARED,SICaNEp,DATED AND BOTTOM S SEALED BY A LICEkSEp ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND 7USTIPY THE TRACK DEVIATION:AS A CONpIT10N TO THE BUILDING OFFICIAL GRAFITTNG HIS/HER APPROVAL. LOCKING MECHANISM,SEE III 13. EACH SHUTYER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS 3 S �' INFORMATION: TOWN&COUNTRY INDUSTRIES n' 4$° FORT LAUDERDALE FL TYPICAL ACCORDION a $t< MISSILE LEVEL 0-ASTM E1886 E1996&E330 r\SHUTTER ELEVATION TAS 201 202&2d3 / y � FLORIDA PRODUCE APPROVAL HUMBER TABLE Z: ",`,! N.T.S. EXTERIOR ELEV iirl 14- ALL S EXTRUSIONS SHOWN SHALL SE 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 MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF.60 K.S.I.,U.O.N.POP RIVETS SHALL BE iJ4"P10R 3J16"$5052 ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW;PUSH LOCK OR NON"HVHZ ESSENTIAL •BOX LOCK AT CENTER OR SIDE CLOSURE. ' HVHZ g 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REOpL[RE. PACILiTIE$ . I$ 18- FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REM6VABLE ANCHORS. SHUTTER I 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". BPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH, 5 30'A9oVE S ALLATION 5 30 ABOVE S ALLATIO 21, ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE• 0'GRAVE.DE GRADE GRADE 9 22. SHUTTER MAY SE.INSTALLED WITH UP TO(21 ADDITIONAL BLADES OF SLACK. I 23, SEALANT SHALL BE USED ON ANCHORS OR.TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" - 2-1(4" 'I-618" 2-316", 1.518' TABLE 1: 99" 3112" 1-718 3-51H- TABLE.1 .518"TABLE.1 NOTES: 120' ,A-0f8' 2' 4-114" 2" ' 1. DESIGN PRESSURES SHOWN IN ACCORDION 144" 4.718" 2- 6• ?? ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE', 2" tl. tl SPAN SCHEDULE MAXIMUM ALLOWABLEDESIGNPRESSURESTABLE2NOTE5: _ _ AT EACH RESPECTIVE SHUTTER SPAN. 1. NVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 2. LINEAR INTERPOLATION BETWEEN SHUTTER- _ 2. NON HZ:DEFINED AS ALL LOCATIONS'OTHER THAN MIAMI-DADE COUNTY AND BROWARD CAUMY POSITIVE NELOATiYE SPANS IS NOT PERMITTED.FOR SPANS i5.•z39 8.,HUT►, DEMON DESIGN - 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SPAN BETWEEN THOSE INDWATED ABOVE,THE PRESSURE PRESSURE ZONES 1 THROUGH 4 OUTSIDE OF THE HVH7y PROVIDED THAT SHUTTER HAS A DESIGN PRESSURES FOR THE NEXT HIGHER P8F pS MINIMUM SPAN OF AT LEAST 30", sAa.oTg4>�P�; I SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL ' T2" 100 100 HAVE 2-7/JS'14INIMUM SEPARATION FROM GLASS WHEN 5 3D' >ABOVE GRADE,AND 1-5j0'WHEN 30' Be' 70 70 • ABOVE 6 E. j 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE 9'Y 120" 63 63 INDICATED ABOVE THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 144" 43 40 6. S19P9A 09ON FOR LASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED 1N ACCORDANCE WITH ASTM � _PROJECTION VARIES `���titK L I rf�nAxK 65i9NNnq }-0.115"2.874' 4.874"MAX. .( _ .�!I.�T. • 3,_!_ tp •0.01.21525.' H7L� f --�'i• '1" 0460'l_-i----{ ••I 063' «�,r -1ll 1.90•..O..0O�' •'yI.AUf0q_�•1P,'7f.f1"1 0.A j0147 0450 '$Gals 2.708OSgO• 1.708- 0.100• 1 :`O 0.080" 0.063' C;u 0.195" - 0.1954193 TAT DA6Z" COF 0.630 .630' g6z0 .636" O,g6i 0.971' .971') - - v L069" �a/ p 0* 06306O. O _0• 1070"4 0.14 ` 062! 1.069" 302. 5.745'MASUPPORT LEG OPTIONAL "�; '1.069 z.- ,06Y p-,�p" 8((l�_•�° Willi M5A . J 6L g. WALL (y1 BUILD OU 7' WALL Q STREAMLINE CEILING TRACK 04 STREAMLINE WALL TRACK �NERVY HEADER SILL � 'ITE HEADER SILL L-•' SCALE:HALF SIZE �.✓ SCALE:HALF SIZE �`...// SCALE:HALF SIZE �•✓ SCALE:HALF S12E �-•' SCALE:HALF SIZE /gCALE:HALF SIZE Wa ' a>` IN�MII����11 WHERESHOWN, BASSES 8.FELT GROVES ARE D ON ALL EXTRUSIONS O.8 }- }----2.655` 0.875' 2.195" I 0.510• 2.195" 1.23V-1 23P' 1.224" ( Q Ips' a.ob0" t _. Up 5�t f� tI t-- m 0.7 � I.U6t� lhi �-2362• }-----4.84' 1.069" N I .!i �0105Q.SSO"�"'fJ ,_-_ •0.105" ��i "+ n ..(._�.n_+.,�. dgryllI ii �` ry� I fII- �4.510' 0075•0.075" . 04d' 60.Q.994rjl�r a° mG 1go6 0.07 THICK D.HARE METAL FAINT IS ;0391 3 506' O . SILL ( } SILL ADAPTER ( EXTENDED SILL ip EYTENDED SILL ADAPTOR t9 ADJUSTABLE SILL BOTTOM 6.8 STREAMLINE SLAT BL DE C a �`✓ ,✓ SCALE:HALF SIZE SCALE;HALF SIZE SCALE HALF SIZE 3 SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE g H ' 0.143 � 0.193" t- 0.080'#-0.2800,477' 77' I 1.570'�t-( 0 5Y0"��� D.59D" 0.341" 0.096"I.700° 1 " .O6 U-010' �Q .245" 0,060-fl--r 0.115" 0. o9Q^ 3" 904.530" 0.000' 0.662' 4.630' OA50"1. 0. 8 0.6 NOT:THICKNESS OF UARE .622" � .6250.420" aOd_o1s1Fr5g¢E_sQ�t! l u-�Un2c�c3m3�aEa9 METAL W/0 PA1Ni 3S 0.039° w�°ACCa lu �tt _ IS 6.8 STREAMLINE.STACK 16 RADIUS CEILING HEADER/SILL 17 6.8 STARTER 1g WALL SILL CLIP Ig WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE HALF SIZE p4 IY ' FIW/NL BEHNMDO PE `111111111111// IPEM6519 0.610" STAINLESS STEEL ;!,;`•'•- 1.950^ 0.125", 280"{-i NYLON WASHER OR -}}- _ A.4 0' ALUMINUM <C ASSEMBLY 0.357^ 0.320"0 HOLE D.50" *% NO p � '• ' $ 'o z #10 x 2-314"410 HT S.S. 0.276• a EpOgss 0.680 NYLON u v°' w INSERTS SCREW W/TC ULTRACOTE -'•I 0.591° _ J{- 49 0.05 WHEEL O x0.120o INTO COATING �1r' TRACK (TYP Top emy 0.062"-�- 1 %(tT STAT. 1.100• }}0.240' ' tn'•.Aj EDF (u m 8= NYLON BUSHING W/WASHER: ,L_C �,01j ;pRIOA 0.750• 7/16"0 x 1/2"@ INTERIOR 30INT TOP I �i�jt/ "' 7 L =AZ 0.070" 0.154"-4 �-0.137'� S'MAX. P. 7/16"O x l°@ INTERIOR JOINT BOTTOM - 7/,,, ENGwCYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR ///III 11111 o _E ANGLE HOUSING-ZINC DICAST,POWDER COATEDBLY BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT 0 9aSCALE HALF SIZENOTE: M DE SCALE HALF SIZE SCALE:HALF SIZE OR KEY MB TURN OPERATED INSIDE. In 3ti 9 }{0.250^ 23 BRASS PUSH LOCK 3 SCALE:HALF 512E '�•R0.155" w 1.978 2.125' O w 4,000• 01236° -- 1.742' 0.286" 1.603" 0.267• .T RD.500' 0.500° 0 --1.710° -1.224"- FFHFii 0.531" 0.531" $ �T 0.790" 0.090" 0.319^ io `° nm- 0.2 0.064" � o 2.250" T�- m 0 09 m mo 6 F. 0.607" I 0.607' I $ yI Y m 0.250' � o` Fp� .� 0.118"� n ~I, a:iF Winn u(^i N Com' 4 -0.224" 0.239"- }-' I 1 v,n mFa 0.060' 0.496" I 0.240" D + + + + m S n 1--2.750'-�4 f-z.Doo"--� I,- �� a. _.§ o '17 RAINGUARD 28 DECORATIVE FLOOR TRACK "3.476" 0.160•• 0.222"I r 0.240" OElmm< SCALE:HALF SIZE SCALE.HALF SIZE 3.001 0.062"O,p02• 0.062" 0.176° 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER �u SCALE FIALF SIZE SCALE-HALF SIZE _ C SCALE:HALF SIZE BI -41-0.062' 5.500'x 13116"WIDE-� �}0.400° �T 'A r 7' /lfi"p STAINLESS L STEEL NIJT -�---- p t Y- -- 30 `��+ 0 m0.125' rv-rrt,- i ro'438'. A _0.188^ 5/16-18x1 MACHINE SCREW TYP. -� 5/16"9 INTERNAL S7AINLESS STEEL n L= N "' 0.121' � b ? } 4.500' f----'1 0.689• POWDER COATED,ZINC DI THREAD 1 SECTION A HEApSTYLE� � l.os0°� @SSS T` DELTA MODEL 2022 36 T-LOCK ADAPTER 3/ T-SCREW INSERT 3g THUMB SCREW Q, o" "•1 OJ400. 8 bs INDUSTRIAL SYSTEMS (OPTIONAL SCALE-FULL SIZE SCALE:FULL SIZE F $ -r"p, 4UU '(Ob € Pt�U¢ (( 35 BOX LOCK SCALE:HALF SIZE ry 0.319 FIND STRIP 1" g �f SCALE:HALF SIZE �--•2.000' 2" & 3" EXT }-l.6zs l.soo• -1ro.lz U.125' CALE: HALF SIZE 0.050' 0.093'7 0.125" T 0.005" o •0.125° OWxIDR1A7KLmvWi00vE 0 -0.250• o Iryro BS^ 8 -0.093- 15-2339 1 1 IL N IIL RI•wu1 rAw aesaamaNl 7'000• ALT. 1" EIJD STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE 9� 39 2X7 ANGLE SCALE+HALF SIZE SCALE.HALF S1ZE SCALE,HALF SIZE 6 SCALE-HALF SIZE' ImAR001 P.E. ANY ANCHOR PER ANCHOR EDGE f DIST, SCHEDULE 10.O.C. DIST. r C, IN. TEE­­ENDSTRUC�- SCHEDULE FOR No IE004 A ANGLE EMBED SPAN WHEN t%tW: LEG RECITON 20,408,40b 1�!sl EMBED. 17 (INTERIOR) s I It4- OR 6.8 STAR A MAX. WITH 21 OR 29, MIN.0,062"THICK 6063-76 ALUM. ANG 1'x1"MIN.TO2-xS-MAX. 21 2 EDGE1 N EG MAY BE REVERSED) DIST. 0 ANY ANCHOR PER ANC FASTEN ANGLE TO TRACK SCHEDULE @ 18-O.C. (2)f10xL'SCREWS AT CORNER,TOP&BOTTOM'AND 13 13 ATTACH TO 6.6 STARTER W/ RU \—103 30 13 2'GALVANIZED QdS.S.sms, f12X I/Z'GALVANIZED OR z 2 6,80" [TYP 3/1610 AL OR 114-20 B.S.SMS 3/16`0 ALUM.POP 10 Lu PUSH LOCK OR(1) MACHINE BOLT&NUT(10 19'G.C. - ALTERNATE —DETA—IL P01VErjO 1/4-20 MACHINE OR) WITH H a S EN BOLT NU-r a 18,O.C. (EXTERIOR) STRIP 5116-18 UMS SCREW INTO THRMED Wiplj AND ANGLE INSERT3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3- 1--o" ANY TRACK W/ FROM NOM OF SHUTTER,RECEIVING TYPICAL PLAN VIEW END STRIP SCHEDULE SCREW BOSSES, %Dg HOLE SHALL BE 318"MAX WIDTH,UP TO SCALE 3"a T-0- I'HEIGHT. PSF BPA141 62 Off" USE(1)BRASS PUSH LOCK jF22— 4' OR 11)5/16-18 THUMB 75" kol a LOCKING DETAILS FOR --- 95- SCREW A 2'EWO(3.7 SEE END A INSERT 0-ATT--Vr:-1-.-AN CENTER MATES 72 --UiSTRIP - T.TIT1.14 0 A N FROM SHOWN ON RANDOM 2 8X SCHEDULE FOR MAX. BO F SHUTTER. RECVVINO HOLE SHALL F 30 DETAILS 62 w SPAN WHEN USING 7 Up T OR Up T 91 3/0�j�IAX WIDTH. 20,40ii,4QbOR4DC, 2: I- HT gig 1/4 OR 6.8 STARTER ALT.1, 2 wo AX. WITH 21 OR 25. 2F .32 ale :jr2 9NO I & 2 40 USE APPROPRIATE 1.5"X7 45 1 93' 0 20 STARTER STRIP 10 52 1 87" PROVIDE CLOSURE 13 X0.093* 117 1 FOR 3 21 D 111- 13UILDING CONDITIONS. 64 r 79, PAS TEN S I RIP (INSIDE) 7 TO TRACK W/START(2)ER H lox I- 2X3 13 SCREWS AT CORNER.TOP RD.125" ALTERNATE END STRIP DETAIL &BOTTOM r, gni 5T 0,6 2 c9t.3- SCALE 3- 1-0" ANY TRACK W/SCREW C; 16 BOSSES. 12 2 LW FOR GREATER SPANS OR LOADS 711A04 to FOR 9Tpjp5c"rmEFNv PSILEMOREAI-Xi'.090-CUP ANGLE tJi IUD PAN NG All 114111011 11"11,E EXISTING GLASS 0 1 Z — 13 SGEN 011114-200OUTUENDST)UP. z Z USE 11)BRASS PUSH LOCK USE(1)BRASS PUSH LOCK (INSIDE) OR 111 5/16-18 THUMB Uy on OU/16-18 THUMB SCREW I�O.JHREI?1D SrRE OOATTHRIpyllp ,,,, ,.. I" ED INSERT INSERT A. A SILL BOTTOM 'D 2/3 S AN FROM BOTTOM AN FROM BOTTOM OF SHUTTER (OUTSID �im BOTTOM OF SHUTTER Il RECEIVING HOLE SHALL BE E) B"MAX WIDTH.UP Tb , HEIGHT. lit 0 TYPICAL OUTSIDE CORNER CLOSURE DETAILS WO/CORNER POST 5 NTS 13 1 \. 3 215 (0 SILL USE III BOX LOCK AT 113 (OUTSIDE) 15-2339 SPAN TO 2/3 SPAN FROM TYPICAL INSIDE CORNER CLOSURE BOTTOM OF SHUTTER - ---------- DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY 99 1 NTS Ind SCALE.3' All I • .. .. .. fRANN L 9ENNMOp,P.E C1 CONNECTION•TYPE 19�Mi�vh///j� �•'} REFERENCE ANCHOR EXISTING HOST / SCHEDULE FOR MAX. STRUCTURE �� ,�•_,,l,V;r�1 /i� SPACING 7, MAX. i C1 CONNECTION) TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2" _ W/NUT 9 12"0 C OR ` p SCHEDULE FOR MAX. ® 014 SMS(nl 6"0 C -�• SPACING / 1/Z. (TYP.TOP&BOTTOM) 1J o 2 FASTENERS ALU1A. TUBE / \, %�O•-. AT O~m 8063-T6 ALLOY _.,A I � EACH ANGLE SEE TgTUB A FOR SIZE. Liz 5 OR 6 ORf g0Rg6 J Z s , •• I ALTERNATE TItRU BOLT 1"x 2"x 1/8'• I(/ 0 OR 2"x 2"x 1/B'. I I; CI CONNECTION TYPE HORPati GLASS a B w °' ALUM.ANGLE _ ( L -- '-- Y SCHEDUREFE LEEFORCMAX 13 Oma-, /r�n M m � SEPARATION F U �a 0 13 I �� � SPACING PERTABLE2 �azw ZTHREE 3/16"0 ALUM, GLASS = •I m Ww POP RIVETS OR ii� I OR DOOR THREE 012 SMS,TYP, 17 I \ _ ~ Il',I'r/�/�'J�f/y�/7//� N 6z 3/16•'0 ALUM POP I. " 1� 81 17 (Ral11BT D.C.IT 1'P 012 IS \•.';!I' .-_..-'__IIS/ A�TfkNq)E- _ SOR OR Ezj �0 ui TABLE A(CCT)-— PRTSSIIRE VS ALLOWABLE LENGTH S MAY USE MALE OR LI/I L1//NP�B/08• w 1.. PSF 2 No B/0� 3 M \ FEMALE LOCH-SLAT w ID ALTERNATE THP.0 BOLT 1-,,,,.AX FR011 PIN 61 13V IBB• 13 C5 CONNECTION TYPE CI CONNECTION TYPE GUIDE TO BUSH114G ri 12q• 17V TYPICAL CORNER CLOSURE DETAILS REFERENCE.ANCHOR REFERENCE ANCHOR \ WASHER(TYP.) N a CC3 SCHEDULE FOR MAX SCHEDULE FOR 11AX. I' `-•19 w 3 % 82 119• 172• O NIS SPACING K �Pb 97 114" t14 x3/b"SMS Co)9"O C ANGLE TO {- o 102 110" 160• TUB£CONNECTION 2"x 2 x 125" p_. 12D 104' 14T TABLE B(am) EXISTING HOST EMBED. 6063-T6 ALUM TUBE Z. 230 9T 131' STRUCTURE -m* 2 - lt4' PRFSCUREVSALLOWABLELI3HTH 5 CONNECTION TYPE �F '1T3x1 ry0 WITH EDGE DISTANCE SCHE REFERENCE ANCHOR SPACING E FOR MAX F h 62 113' 166" FASTENER C@ 16"O C. ALTERNATE BUILD OUT MOUNT SECTION T2 107' 1ST (USE ANY ANCHOR SHOWN Cb SCALE� AT 1'-0" m 82 101" Lor IN ANCHOR SCHEDULE). 92 9S 139• m 102 90• 132• L1r11%.1 R 120 ,83• 127." w n1sn 74" 109• i r w Cr 2•.x 2.•x 3/16 RIVET OR 4112 SMS 090-6063-1`6 1114 GLASS 13 �+io 8n @ 18"O.C. OR 1/4-2q ALUM TUBE TYP. 6 w EPARATION = z u ? 17 ¢4� PER TABLE - w OUIj d �s NUI&BOLT(TYP,). 9WE-". /16"m AL UI.1.PDP LtJ¢ GLA55 2 X Z m ALUM. BE IVET OR It SMS ZA OR DDDR <u Otis $ ,1 6063-TG ALLOY IS 10"O.C.IT P.) F a s u SEE TABLE_B FOR SIZE. 1-2"',5"x 1/0" o FASTENERS NI INUO US ACH ANGLE ALUMINUM ANGLE Y x T'x 003"6063-T6 OPTIONAL ANGLE INSIDE 3 6 THREE 3/16"0 ALUM •. ALUM.ANGLE,TYP POP RIVETS OR ORIENTATION TYP. - _17THREE 112 SMS,TYP. W"x 2"x 1/8" AN R 2"x 2"x 1/8" I - REFEORENCEnANCHOR13LUM.ANGLE `•rSCHEDULE FOR MAX iP-USE MAALE SPACING wFmwfcmLewwwrE . USE MA -EXISTING CONCRETE, 15-2339 LOCBLOCK ORWOOD FRAMING A (OUTSIDE) EE INSIDE SILL MOUNT SECTIO14 �"°�osOQ"T7ONI tt12.1/2"GALVANIZED SCALE:3"=V-0" CC4 TYPICAL CORNER CLOSURE DETAILS DR RI SMS,3/16'0 ALUM SIDE CLOSURE OPTIONS POP RIVET,OR 1/4-20 �9 NTS MACHINE BOLT S.NUT SCALE:3"=V-D" 78"0 C , FPAHK L.PB4NAlIBpt PyE C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING p� SCHEDULE FOR MAX STRUCTURE tt SPACING--- GLASS w n S"' GLASS �y Ci CONNECTION TYPE 5 MAX �1/4-20 MACHINE 8OL'TQ- OR ODOR y OR DOOR----- Itl w r j REFERENCE ANCHOR 19 W/NUT Cul 12"O.0 r r ] SCHEDULE FOR MAX. re SPACING Q� 014 SMS(jil 6"D C= 13 t w`4 13 ] N= &i/2" (TYP TOP B0TT8t'J MIN- LASS i r�1{. Ip N�7(• t/4".20 THRU BOLT W/ CLASS X m EPARATIO 'A r U'a - z A /2" Z 4 EPARATIO a 2`a s q 14 x iJ2"SMS @ 12"O C PER x Z X z 1- w �11 Ct LOCI(NUT @ 12"0 C OR i r w r UR 3/16"0 ALUM POP Q w a LO "0 T 6i Oi'1R I2 x tt2'SMS @ 12"0.0 E.S. PER w t- tABLE 7 n O ut .' S OR " T ' m p rnol[2 h RIVETS @ 6"O.0 OR 1/4"0 S � OR 3/16'0 ALUM.POP -`wl] ALUM POP RIVETS @ 12-0 C. w o OR 6 RIVETS @ 6"O.L Eyl/ Z �— 4 0: IT i/4"+a ALUM.POP RIVEAND� I �v @ 12"O.C.C.S. 1!4"MAX.FROhI PIN ASSEMBLY 1/L"MAX FROM PIW SEPARATGLAION Q AND ip GUIOE TU BUSHING 1/2"TYP. GUID�G PER TAfllE213mgg iWASHER ITYPI .iWASHER ITYP.1 u9 ] mw RASSEMBLtttttt x Z� '�2- 1/2'TYP EXISTING CONCRETE, JCONNECTION TYPE OR DSOOR--yi y~Q-w u W BLOCK OR WOOD FRAMING mEGE REFERENCE ANCIiOR O`,h � B*�uj iii—C4 CONNECTION TYPE 0Iµ5T. ZfzULE FOR HAX EOa EDGE REFERENCE ANCHOR SPACING -- SCHEDULE FOR MAX w rn "t DIST SPACING AS SHOWN d / •-C3 CONNECTION TYPE 114 DIAGRAM ON PG 9 O REFERENCE ANCHOR EXISTING CONCRETE, w oO 66R .,, CHF.,ULE FOR MAX. BLOCK OR WOOD FRAMING 1/4'MAX FROM Pill SPACItJG.ALT FASTENER !2" LOCATION.FRONT AND Ci CU79NEC730tJ TYt3f< GUIDE TO BUSHING i/4"MAX FROM BACK ANCHORS NOT REO'D (g INSIDE MOUNT SECTION SCHEDULE FOR MAX / 1 1 WASHER ITYP.1 '�wi W%4 Pill GUIDE TO WITH THIS LOCATION SCALE 3 T'-0" SPACING g BUSHING WASHER INSIDE MOUNT SECTION 5 CONNECTION TYPE I 7 $ (iYP.J A REFERENCE ANCHOR � SCALE:3`=1'-0" m SCHEDULE FOR MAX � �EXISTING CONCRETE, SPACINGBLOCK OR WOOD FRAM)OB IL�OUT MOUNT SFCTIg` a EXISTING CONCRETE, S LE 3"e 1'-0" ) 9 -+y BLUCK.OR WOOD FRAMING f E h Gi NOTE,FOR DETAILS A.B,D,AND£ON THIS SHEET, / EDGE DIST, B#1 g THE BASE TRACK MAY BE INSTALLED IN SECTIONS ,/ 4 CONNECTION TYPE EMBED S-' WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS ci REFERENCE ANCHOR 5 CONN TYPE !y X A MINIMUM OF TWO SETS OF ANCHORS AND IS A F E SCHEDULE FOR MAX ANCHOR 3f R MINIMUM OF 72"LONG.THE Sill OR CEILING TRACK W� _ 5 b SPRUNG SCHEDULE FOR MAXzi USED WITH THE BATE TRACK MUST BE CONTINUOUS SPACING y? OVER THE GAPS BETWEEN SECTIONS. �3 15 GLASS MN j OR DOOR o sy* y q 12 r.1/2'SMS @ 72" EPARAT O 73 = ww O.0 OR 3/1 ALUM, PER ,, U. IDD rwDD POP RIVETS @6"OC TABLE2 ONQ 13 tnSw� B I..'A=O�- X O=r GLASS OR > Ui w �5�6�Rb N w I„ OR RIVET ALUM POP a tt Q DOOR Z=2 u 13 =Z_Zj RWETS @12`OC r DQ vR I In�olA4 TNN GLASS to h 2 w m y PER TABLE 2 SEPARATION �oZ1 - aw¢gr p¢Bj 1J4-SO S S MACHINE PER TABLE 2 C w o a T ANO $ 7/4"MAX FROM PIN J o SCREW&'NUT (ul E In ASSEMBLY 1/1" 1/2` GUIDE 70 BUSHING _ c 52 OC GLASS a o TYP. WASHER{TYPj r C7 ! OR DOOR 1/4"MAX,FROM PIN m m O _ 1/4"MAX FROM PIIJ a @ ! X GUIUE 10 BUSHING w '4 CGNNECTIUtJ TYPE iJ2" -CiU1pE 7`O BUSHING I^+ WASHER(TYP I REFERENCE A14CHOR' L..7 WASHER(TYP I ¢¢ j A EDGE EfJ ti� EXISTING CONCRETE, SCHEDULE FOR MAX BLOCK OR WOOD DIST. SPACING AS SHOWN COFIAQ$T7WL41BlPAppFE _ FRAMING EXISTING CONCRETE, 4 CO1,4CCTION TYPE IN DIAGRAM ON PG 9 2 64ENCCymNUiUii 15-2339 OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SC EDU FOR MAX. oFAtl� "z 3`z 1/4"CONT / RCC SCHEDULE FOR MAX - 3 CONNECTION TYPE ql2 z 1J2"SMS(,3 12" SPACING AIT.FASTENER SPACING PACmbA�WP�1PNl 063-T6 ALUM.ANGLE �� SC HEREFEt UL£LFOR MAX ANCHOR0 C OR 3/16"0 ALUM EXISTING CONCRETE, AY BE REVERSED LOCATION FRONT AND S SHOWN DASHED) SPACING POP RIVETS Cnl 6"O.C. BACK ANCHORS NOT REO'U BL R WOOD FRAMING DR 1/4"0 ALUM POP WITH THIS LOCATION WALL MOUNT SECTION RIVET C�az' pc /�CFILING INSIDE MOUNT SEC'TiON �f SCALE:3-=1'-0" v SCALE:3"-V—6" V1ALUBUILD O T c HUN p V-0" ,1 MN GLASS BEHHNi00.P,E. GLASS SEPARATION Z ty1 OR DOOR PER TABLE 2 13 7 4�� a o= .......... . Cyy �u G1A55 OR �"'"• i y t .. — DOOR t- �`•* s w S OR No P 65 q GLA 04 ¢ 14 w 0. u DDDR MIN GLASS -*` I X N N SEPARATION I rW MN GLA55 w J PER TAB E 2 N - W I.. SEPARATION ft i-m ST Z PER TABLE 3 w r¢ F.A s Z J, I �i I =��'J;�fCSN Y m 13 r, zou Foo° ui - /2" 1 1/4"MAX FROM PIN GUIDE E J°u Q CI CONNECTION TYPE X w N y 61 q 0 10 BUSHING WASHER(TYP 1 ZB G REFERENCE ANCHOR -7 X31 1n SCHEDULE FOR MAX. �q lIJ ° JJ ( � TWO 1N.:'0 WOOD .250'• SPACING LAG SCREWS(a 24'• -C4 CONNECTION TYPE 250" Nw 0 C MAX WITH 2" ow REFERENCE ANCHOR IL- THREADED PENETRATION j T . "T"INTO CENTER OF 2X STUDS /� SPAT NG SCHEDULE FOR MAX P1 9 i D EMB "T' 014 SMS(iEI MIOSPAN BETWEEN /f CO N B ID !8 STUDS FOR TRACK TO 1'•x 4•' I �W � I PLYWOOD R TUBE CONNECTION - / EXISTING HOST STRUCTURE F'- STUCCO FINISHp• .125.. / 6063-T6 ALUM.TUBE 7N15 DETAIL TO BE USED WHEN STUD SPACING DECORATIVE FLUOR TRACK DETAIL WALL MOUNT SILL DETAIL �W' B EXCEEDS TI1E MAX.ALLOWABLE ANCHOR SP gCING SCALE:3"=l'-0" SCALE:3"a 1'-0" K WALL MOUNT SECTION THIs uETAO.MAY ,~/ $ SCALE 3'•c 1'-D" A13 L SATBE IL p ZIM 21 S$ ACCORDION SHUTTER Or w C PER PRODUCT APPROVAL F' o —GLASS o t• yr "N.GL T ASS OR DOORSEPa m g = 13 n M APPLICABLE AT TOP N z PER TABLE N u EXISTING WOOD(G=0.4Z) ry n AND OR BOLTON C n X d TRUSS OR RAFTER - (P 24"MAX.O.L. "OR3" E In 1: a In EXISTING FINISH Is! IL Al MATERIAL (� 1 1/2"MIN. 5 6 _ 1/4'M5AX FROM PIN GUIDE __ TO 8U11(NG WA5tiER(TYP) 2 x'5"x 1/B"6063-T6 S 2"x 3"x 3e'X CONTINUOUS OR -} 2,175" 16 "�— ALUM,ANGLE W/THREE G 2•x2-X Ps'X CONTINUOUS I _ 1/4"TILE ITYP) 1/4"0 WOOD LAG 6061-T6 ALUMINUM ANGLE INISH MaTFRIAL SCREWS WITH 2-3/4^ & 0-9'MIN.THICK 6061-7 3/4"PLYWOOD MINIMUM THREADED 6 ALUM TRACK X -'—1/4•'0 A32S GRADE THRU BOLT 7"O.0 PENETR '•T^IN WOOD(0 5 6 i FASTENED TO ANGLE WITH I/4-20 "� @ EACH RAFTER OF TRUSS, 1pTi,i ANGLE FASTENED TO f OR 5/16"0 A32S GRADE THRU BOLT(A 1Z"O C 24••O.C.MAX WHERE g 4 AND 9*E O.C.FOR THE BALANCE ENDS ANGLE EXTENDS BEYOND ![![![![ EXISTING 3 KSS CONCRETE - � GALv.OR 5.5 gy HOST STRUCTURE WITH _ AND 9' C.FOR THE BALANCE LAST TRUSS MORE THAN K-11 ELCO ULTRACONS AT EXISTING CONCRETE HOS' �E ° �`.— 5/OX W/1ELCO ULTRAC.E TO CONCRETE/CMU 6.. EXTEND ANGLE TO • S 3"PROM ENDS AND 4"D.C. 2-1/2-MIN. 5"OX W J1-1/A`MIN.EMB. W ' / STRUCTURE(3000 PSI MIN) OR 1/4"M LAG SCREW Gt 9"G.C.W/1-7/B" NEXT TRUSS. a ,, FOR BALANCE WTH)13;" L w w MIIJ.EMB, INWOOD SG=0.42.TO 0.55: MLN EMBEDMENT AND 2?<'" MAX.DESIGN LOAD A7 5'-0"MAX SRAM: MINEDGEDISTANCE, t62 P.S.F.� EXISTING CONCRETE, 1D j wW e f HOLLOW BLOCI<OR r S= STAGGERED WITH G MIN. MAX DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING,SEE •) 'A t~a U. CL4fY.FlRR9lRLR}iRFW!'E SPACING,TYP- *52 P.S.F. i 2"x 5"x 1/B•'CONT, ANCHOR SCHED. * ALUM ANGLE(6063-76) X wJ¢Z~ BASED ON TYPE OF ¢ °`= 15-2339 Hd BUILDOUT MOUNT STRUCTURE SCALE,NTS (MAX.DESIGN LOAD s 72 P S 1 1 ¢ BILGE OeFEf1Pr10H1 Hb PASS THRU DETAIL w n' SCALE:3•'=1'-B" r,',� TRUSS MOUNT SECTION &$ OK SCALE.3•'=V-D.' ffi EXISTING HOST ALT.LEG DIRECTION `t,L � Nf/ STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 12'MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3'ALUMINUM2)6063-T6 MINIMUEDGE DI57ANCE '•/q p)/ - TOP OR BOTTOM 4- I AX ANGLES PER BEAM END,SIZE - ic f DV gSq//S ;0 PER SPAN TUBE SCHEDULE _ EMBED. I SPAN TUBE PER - ' DESIGN SCHEDULE O N �C EDGE OF ACCORDION to ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT �,�'•, E F~ SHUTTER BLADES C3 12°O.0 OR IT14%3/4"SMS 6"O.C, i p1 S TYPICAL - n II_ .{I-i/2" 3"MIN 16 L7 a EDGE z t- O 2.875"0 HOLE(TO RECEIVE - DISTANCE MiN.GLASS ZX t ROUND WINDOW ASSEMBLY) EXISTING Q SEP TRATION 13 O W 41 N W MAXIMUM OF 3 WINDOWS GLASS OR PER EVERY OTHER BLADE DOOR s w As3'MIN a DID i LIGHT-N-VIEW WINDOW ee V OW F EDGE 11/2'M� 1 N .00 d $ N.T.S. EXTERIOR ELEV N m DISTANCE -}L- ^ S 6 a U• 3 16 1/4•'14AX.!'ROH PIN GUIDE N 00 + TO BUSHING WASHER-ITYP 1 n o p ACCESS 1/4-20 MACHINE BOLT W/NUT Q, 0+ '^w -1/2' 12"O.0 OR 014 x 3/4•SMS W O.C. m 2.875'0 HOLE TO -4— R I HOLE —SPAN TUBE PERLU E RECEIVE ROUND EMBED. DESIGN SCHEDULE y'p� WINDOW ASSEMBLY I 1/2• _(2)6063-T6 ALUMINUM L"'S _ �-I{-'M' ANGLES PER BEAM END,SIZE M EXISTING rt PER SPAN TUBE SCHEDULE ,.b;q p C HOST 1 4'0 THRU BOLTS SEE BEAM z <°a STRUCTURE �CHEDULE FOR REQUIRED NUMBERS --o 1/4"ALL POINTS SOLID SET ANCHORS WITH 718'MIN 9 EMBED IN CONCRETE OR HOLLOW BLACK 3"MINIMUM EE rr UI -}}}}--- - SPACING,AND 3'MINIMUM EDGE DISTAaCE C. ? 0,125" 0.032"-4Fj 0,125' MAX.DESIGN LOAD=t 72 PSF q�S 0.032" III 3 SPAN TUBE SECTION B N.T.S. VERT SECTION ANCHORS PER FSPAN TUBE SCHEDULE G / \ ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUMANOLE TUBE SHUTTER I SPAN THRU43RLTS ANGLE LENGTH ROUND SIZE SPAN —-•--- ------T y" I WINDOW TOP BOTTOM TOP BDT70M TOP BOTTOM TOP BOTTOM 5 'raI Q H J ASSEMBLY TI1BE I TUBE TUBE TUBE TUBE TUBE TUBE TUBE d 71 e 80" 123.8' 135.2' Z 2 2 3 4' 7- rTLLi 101.7' 108.9' 2 2 3-- G"25" T T - - - - —— -_ -_ \ / / 123• 88.8' 04.4' 2 2 3 3 T T A 129_1_ 167D' 2 2 2 3 4- 7- 88' 714.8 1Z4_t_ 2 Z 3_ 3 T T 0.126' Uzi• 10z8'_-103.8•' 2 2 4 4 10' 10' q 6 198.8' 2 2 3 3 T 7" 02.875' \ -- \ 0.,29' aw 122-7• UBS.T 2 2 3 4 7' 10• Q pp gp 133.250" / 123• 115.4' 137.6' 2 3 4 S 1P ,3 9 @ @ pp<e BO' 1401' 240.0' —Z --2 - 3 _ 4 T - 77YY p N� 9B' -140.8'- 2 9 4 - 1 T BIH LIGHT-N-VIEW WINDOW ,23 1322' 203.1' 3 4 5 7 13 1B UB8 W PINUR FWJIL L H4V(ND PE •�(1 _ � / SPAN TUBE SCHEDULE NOTES: t9 N.T.S. - ' SASIC PL.ASTICS_SLX1431T-UL-94HB — x x x 4"ANGLES FOR 2'x5'&2'x6'BEAMS. 15-2339 2- USE 2•"5'x3/4"ANGLES FOR 2"x8"9 2'x10'BEAMS. 4x.... 3. USE BEAM SCHEDULE FOR DETAIL 3/B, rAas BILrclltm we 4. TOP&BOTTOM BEAMS MAY BE USE&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 1N A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WIN DOW BELOW THE BEAM.MIO-SPAN 7UBE5 SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 1 8 N.7.5. EXTERIOR ELEV 6 LAPOBEAMBDARE LOW THE NOT HALLOWED. O 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. UO -Y ANCHOR SCHEDULE; CONCRETE FPANK]-OENNN Dp p,E. j PLvw6s49 s ,. 2. ED CE LOAD Spans U0 Tp S-0" 5 ens U ?o B'-3" Spans lfp 70 12'•0" ` ANWOR IPsO NN TYPE CONN TY CONN TYPE QP.•'• E:iYv/,f7� Cl :2 C3 C9 C2 - G4 C5 C1 C2 C3. 'C4 CS <t„' if4'[T W TAPCON OR EI,Cp• 3 1^1 .' 35.0"18,0" . ND PE00q ULTRACON WITH 1-3/4' _5 16.0"16A"10.5^14,5'i7.0" 30.5"16.0"15.0" 75" 4,S' 7.5" SD,S" rt1 EMBEb(3192p5 MIN COJIL) 62 16.0'16.0' 8.5" 12.5"16.0"160" 9,5' S.5" 8:5" 15:0"1S_0" 7.5" 4.5" 7.5" 14:5" _ * y C N 74_16,0"19.0•' 7.0" 11.0"26.0'''15.5" 8.0" 5.0" 7.5; 22.5^1sa, 7,5n 4.5_ 0 COMBtNA TI07$t) ST _ 100 Y9.0" T5" 4.9" 7.S" 10.5"15A"7.S' 4 7.9" Sp.S"15.0"-7�5" 4.5" 7.5" 10.5" 2"S(TYP. S T`•. +t7E O z 43 1@.0 16_0"15:0"L8.4"tG.O"SG.O"16.0" 4.0" 13.5"16A"16.4" 8.5" S.5" 9 / 10 COI481NATIDFJ;f��•.•.c1pRt0 ppp 214' tlFAST H WITH 1-3/4"EMeEU(3375ps1-53 18.0"16.0'•11.0"15.0"16.0"16.0"11,P' 7.0" 10.5"16,0"13,5' 7,0" 4,5" 7.S' 4.5" _ MUJ CONCRETE) 62 18.0"15.0"8.5"23.0".16.0"16.p' 0.5" S.5" 9.0" 13.5"13_5" 7,0_ q_5" 7.5" 9,5" O //S��NJ�L D U S ]0 38.0 12A" 7:0" 11.8 16.0"14.0" 7.0" d.5" B.Q" i8.5"13.5" 7.0° d.5" 7.5" 9.6'i 71UItr. _F�. �{B __ -100_13.5" 7.a"-4.5" 7.5' 9.5" 13.5" 7.0" 4.S" 7.5' 9.S" 13.5"7.0" 4.5" 7.5"9.5" r UI(� �Q 2/4"ELCO CRETEFLE)t SSd 43 26.0"I8.0"16.0"16.0"16.0"26.0"1&4"13:5"26.0"33&.D"16x"12.5"9.0" 13.4"16,0" W L W/2'EMBED(3350p11 MIN 53 16.0"16.0"ifi.0'"10.0"16.0"16.p"16.0"IO.p"15.5'16.0"16,0"30,0" 6.5' 11.0"1-0.0" I x S ITYP.I 2 x S 7YPJ N..1 CONC) 62 16.0"25.0"12.5"I6.0"SG.O"SG.p".12.5" 8,4" 13.0"16.0"16.0"30.0" 6;5" 310"14.0" • "'1 3j 9�U11gUe• 70 16.0"16.0"10_•5"16-;_-D"16.p"16_p^10,5_' 7.p" 11.5"15.0"IG.O"10:0" 6.5_' 11,0"140" N eL IUD 3G.0"lO.D" 8.5" 11.4"14.0"16.0"10.0" G,5"' 13.0"24.0"16x"10.0" 6,5" 11,0"14.0" O gT �• _1'MIN EDGE DISTANCE w 0 NOTE '"S"INDICATES ANCHOR SCHEDULE SPACING ,%D0 CI C2 C3 C4 C5 CS C2 O C4 C5 CI G2 C3 C4 C5 1/4'ITW TAPCON OR ELCO 43 16.0"116.W17.5" 8.9'116.0"16.0"16.0•' 5.0" 5,5" 16.0"16.0'• 9.0" 3x" 4,0" 14.0' SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: ULTAAGON WITH 1-3l4" 53-16.0"16.0" 5.5" 6.5" 16.0"16.4"12.0" 4.S" 16.0"14Z".7.5" 10.0" - C2 CONNECTION TYPE USING PIECE IO WITH OUTSIDE EMBED(3292p51 MIN CONCj 62 16.0"l5.5" 4.5" 5.5' 16,0"Ib.O" 9.0" 4,0" f4.5"14.5" 7.5" 10.0" ANtHUkS ONLY 0 --"---•--•-- - C4 CONFJEC TION TYPE USING PIECE ®WITH 70 16.0"12.5" 4.0" 5.0" 16:0"15.p"7.5" 11.0 1q.S' 7.5" 100" OUTSIDE A14CHORS ONLY 240 19.5" 7.S` 10,0"14.5' T.5' 10.0"14.5" 7.5' 3/4'MILLENtUM MILIFAST 43 X6.n"16.0"11.0"13.5"16:0"16.0',13.0" 6.5" 9.5"' 16.0"13.D" 7.0" 4.0" 6.5" 10.9, _ {4 WITH 1-3J4"EMBED(327Spst 53 I6_4"18_O"-8.0" 22.0"26,0"I6.0" 9.0" 5.0^ 7.5" 16.0"20.5" S.5" ANCHOR NOTES: MIN CONCRETE) 62 16.0'11.5"'8.0" 9.�' 16,0"13.5" 7.0" 4.0" G,5" I3.0"10.5" 5.5" S.5" 7.5" 70 18.4" 9.5" 5.5" 8.0" 16,0"SLS" 5.5" S.5_ 8.S" Sol", 5.5" 5.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 1- 100 'I.". 5.5 S.S' 7.5" t0.5" 5,5' S.5" 7,5" 10.5" 9.5" 5.5" I.Y. ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE = 1-3/4'MIN EDOE O35TANCE LIMITED TO 7HOSE SHOWN IN TABLE 1(P4.1). E a n o 114*ALL-POINTS O'o gp u ANCM40.W/7/B"EM6EB& Ci C2 C3 C4 CS 'Cl C2 C3 C4 CS Cl C2 C3 G4 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUC7f1RE MATERIAL, zm< 1/4-20 SS MACHINE SCREW 43 16.0"16.0' 8.5" 10.5"16.-p 16 0"12x_ 5.5" 7.5" 15.0"1215' S_,;6" 3.0" 5.0" 10.0" - ANCHORTYPE ANp EDGE DISTANCE.SELECT DESIGN LOAD GAEA7ER THAN OR 3000 sI MIN CONC) MAL NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ( P j -•53 16.8"15.0" 6.5"8.0" 16.0"16.0' 8.5" d,0�6.0" 25_4S"20_0" 5.0" 4A" 7.0" ern AOR EOUALTO SHUTTER SPAN. • • 62 X6.0"11.0' 5.0" 7.P' I. 12.5" 6.5' 3.5" 5.p" II 1p.0" 5.0 q,0" 7.0" 3. SEE MOUNTING SECTION DETAILS IDEN71FtCATTON OF CANNEGTI4N TYPE. 70 16.0" 9.0" 4.S' 6.0" 18.0"14.5" 5.5" 3,0" 4,0" B.0" io.4" 5.0" 4.0" T.4" (3�I� 100 10:0" 5.0" q.0" 7.D" 10.0" S.p" 4.0` 7.0"10.0" 9.0" 9,0" 7,0" d, EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE o S 1/4'ALL-F/' Dl3iTS SODD-SET 3'MIN EDGE DISTANCE BLOCK OR WOOD FRAMING-REFERENCE ANCHOR SCHEDULE FOR PROPER �- '-- ----- ANCHORTYPE BASED ON TYPE OF EXIST3HG STRUCTURE AND APPROPRIATE "' ANCHOR W/7/8'IMBED& CL Q C3 C4 CS C1 Q O G4 C5' CS C2 C3 CA CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFlCRTIDN OF 1/4-20 SS MACHINE SCREW 43 16`0' 16x"16.0"16.0"16.0"16.0"15.0"11.5"16_0"15.0"16,4•'li.p" 7.D" 21.0"36.0" CONNECTION TYPE. >.�'. (3000p6t MIN CONCj 53 16.0"16.0"13.5'I6.5"16.D"26.0"14,0" B.5" 13,5.16:p"16.0" B.5" 5,5" 9,5'12.5" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NDN-CRACKED CONCRETE SO,S16.p"16.0"16.0"11.0"7.0' 11.0'•15.0"16.0" 8.S" 5.5" 9.5" 12.0" ONLY. A. Y G •�Q 70 16.0"15A" 9.0" 34.0"16.0'"36.0" 9.0" 6.0" 10.D'23.0"15.0" 8.5" S.5" 9.5" 12.D" Tb Y Fi 100 16.0" 8.5" 5.5" -9.5" 12,0"16.0" 8.5" S:5" 9.S" 12.0"16.0" 9.5-115.5-1 9.5" 11.0" 6• THE CONTRACTOR IS RESPONSIBLE TO ENSURE THEANCHORSARE INSTALLED C' 2-SJH'MEN EDGE DISTANCE IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEOMENT 114'POWERS SS DROP-IN __ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/I/4.20 SS BOLT AND Cl C2 C3 c4 CS Cl c2 C3 C4 CS Cl C2 C3 C4 CS FINISHES. 3 r CONC) (300Dps)MIH -'S3 16.0"16.0' 945"60", ,14.0"16,0"16.0"19.5" 6.0" 10,0"16.0"11.5" 6.0" 4.0_7,0" 810" 7• VgpYREFIELDVENRGIFYTHUAR^SIENERS WOOD Mi4 AD�pOU^7WOOD FRAMING Lc 62 16.0"12,5"L5' 12.5"55.0''24.5' 7.S' S.0" &5" 22.5"11.5" 6,0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD LS ACCEPCABLE ONLY FOR 8 6.5" L6.0"'12.0" 9.0" SIDE CLOSURE PIECES. 4.0" 7.0" 8.0" 11.5" 6.0" 4x" '7,0" 6.0` D. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER a tt II ip'POWERS SS ORO0.[N 3-J2'MIN EDGE OTyTANGE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x d^(MIN. WOOD STUD.3J4' i EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.�G SCREWS SHALL 6 W/114.20 SS BOLT AND C! C2 C3 .C4 CS Cl C2 C3� CA C5 CY CZ C3 C4 GS .HAVE PHILLIPS PAN HEAD OR HEX HEAD. pAI 1'EMBED(30p00stMTN 43 56.0"16A"15,8"16.0_25:0"26.0"14:5" 9.0" 135'56.0"25.0"7�5^ 5.p" 9.0" 22.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 312'ENGAGEMENT 6F THREADS IN 6 p A CONC) 53_16.0"16_0"10.5'15.0"16,0"16.0"10.0" 6,S' 10.5"16.0"12.0" 6,0" 46" 7,5" 8.5' N E EAD r--------- BASE A CHOR AND MAY HAVE ITHER A PAN H ,TRUSS HEAD,OR WAFER q p -62 26.0"33.0" 8.0" 12.5"ifi.0"IS.O'`B4O"5.0' 4.0" 32p"32.0" 6.0" 4-.0" 7.S" 8.S" HEAD{SIDEWALK SOLI),U.O.N. s� 70 16.0''10.5" ]_0"11.0"16.0"12.5" 6,5" 4,5' 8.0" 9.5" 12.0" 6,0" q.0" 7,5" 8.S" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTAOLE USES. KS 8 100 22.0'I 6.0'T 4,0" 7.S' 8.5" 220" 6.D" 4.0' 7.5" 8.5" 12,0" 6,0" 4.4" 7,5" 8.5" 2'MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 012 SMS W�2"EYEWALL Ci C2. C3 C94 CS Cl C2 C3 G4 C5 a C2 C3 C4 CS NUT OR WASHER WINGNUT. mptPJDRTRMtRLtplvWmop� ARMOR INSERT W/2"EMBED 43 16.0"16.0"'11.5"29x"16.0"16.0"16.0" 7.5" 10.0"16.4"I6.0:' 9.0" 4,S" 6.5" 13.5' (20DOps1 MEN CONC) 53_16.0 26.0" 0.5" 11.0°16A"16.0"11.5"5.5" 8.0" I6.0"14.p" 7.0" 16.0" IL MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 62 16.0"25x" 7.4" 4.S'16.0"36x" 4,5" 4.5" 6.5" 14.0"14, 7.0" 3.5" 5,5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SRS DRILLS SHOULD NOT BE USED TO ecAtas _ Q_D 70 26.0"12.0•' 6.0" 8.0" 16.0"14.5" 7.5" 4.0" 6.0" 10.5"14.0" 7 0" 3.5" 5,5" 1p,0" DRILL INTO HOLLOW BLOCK NOR SHO IMPACT DRILLS BE USED TO INSTALL Fyfe IIEit1IRI10110 l4A" 7.0" 3_5"�§161' 30:0"14.0" 7.0" 3.5" S.S" 10.0"14,0"-2.D" 3.5" CONCRETE SCREWS 70 HOLLOW BLOCK >x125MS W/2.75'EYEWALL 13__160" 16.0" 16.0"Sfi.O"I6.0"10.0 14.0"16,0"160"11,5 60" B.5" 16.0"ARMORINSERTW/2.5' S3 28_0 ;6,U 12,4" 16.0"16A"SS.Q" JY' SI.D"36.0"36.0" 9.U"S.Q" 0,0' 23.0EMBED(2000pd,MW L'ONC) 62 160"160" 9.5i716.0"16.0"11.5" 6.5' 9.5" 16.0"16.0" 9,0" '70 16.9 16.0" 8.0" . 16,0"16.0" 9.5" 5.5" B.5" 14.0"16.0" 5.9"-5.6" (0�,), 8.0" 13.0" ,'� 7 • Dili 44WOKI0101 unmEw 1-3/4'EMBED(28990 MIN ma ma n MIN EM [MR Em mm ,.. ■m����mm©m[�mm®O© 00 .O©mom©[:1 r • MQUIIAD om • • /0�7/%//�.[��////L�//a�0/�/�%///�®�I ®�1� EmL®mIIa%O////O��� iT®/ii/�WORoi/��iiia��//iiiar�/�yiiia��, iii//ii. E . . . MINNOW ri'r�i�iiiii� Well, ' � iii ®��i���/i/ IN //%// ®% ///'/��/%////.% %////%/////�%/////.%//// %'////J�/..%im� iA M �m©I[��©mIR�®[�mm©gym©mm©mmmm©©mm©©1[i! Rol ---------- LWOW/ ® INEUMULEW[a Ex pmmmm©Om[�Om®D®©©mmmnm0©mL7©m© � of /// /i/ / f m©mmmmm • mmmmm000®m©yam iiiiti ' amu �K//�:i�iai/� i%�� i�/ %� � � /i/f�iiis �� i/i � •... �� % ,�' % ,/// .'i/J'/.r LLo%/Nomm�E�'///Off/////O//%///6'////////®%/ y ELI7 W////�.''OIN/J�f%�%/%//��/�%//%i/��/�����/�� /.�///' .. 10 f ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK YRiNN LaENNM00r P.E. �ic 3)2"MEN EDGE DISTANCE s _.__M t LOAd ns U X06'-C�? ns U 70 8,•3„ $Ra ns UaTo 1�,'•0" •., ^ CONN TYPE CONN TYPE CONN NDE =��';`' i61 ANCHOR (Ps(} C7 C2 C3 C4 CS Cl C2 C3 I Cd I CS Cl C2 C3 I CA I CS 74p 3' 012SMS Wj2"EYEWALL 43 16.6"16.0" 7.5-119.0" 16.0"15,5" 8,5" 4.5-116y', 158' B,5" 4:5" 4.0•' 7.0" _•r�c MEOO4654 = -- 3 ARMOR INSERT Wj i-ij4' S3 36.0"16.5" S.0" 7A" 36.0"114" 6.0 3.5" 5.0"IlUr 7.0" 3.5" 3.5" 5,0" _ _a N 7 EMBED �� 62 17UP 7.5" 4.0"6.D" 19.5" 9 0 4.5" �.0" 7.0' 7.0" •75" 9.5" 5.0., S.Sr 7.0" (�•; STATE "•°41'� "1 %0° 3,5" 3.5' 5.0' 7,0" A'� ° Ofi + j• airs a� ANCHOR SCHEDULE: WOOD (G=0.55) ff��ssj�NAL �� i111"111''' aNag it YII!!l3t1Nt\1 W Pit g 3/4'MIN EDC-E DISTANCE Z� ?UQ i I7 Ni Span.Up To 6'-0"AD Spans Up To 0'.3" Suns UO 7o 12'•0" UI g<W O a . �P CONN TYPE CONN TYPE CONN TYPE Z o 1lnn o 01 = O ANCHOR = C1 C2 q Ca q CI Cz q Ca C$ C1 C2 q C4 CS W i/4'LAG SCREW WITH 1-314 43 26.0"264"115"125"16.0"16.0"I64" 7.5" 9.0" 16.0"16.0'"14.5"4.5' 6.0" 16.0" VSH,MIN THREAD PENETRATION 53 16.0"16.0" 8.S" 10,0"16.0"16.0"18.0" 6q" 70" 5:0" 16.0" �K+asii 62 16^,4"15.0" 7.0"BSj'16�Q"16,0"14.5" 5.0" 6.0" 16.01-16.0"L1�5" 70 16.0"16.0" 6A"7.5" 26,0"16.0"22,51- d,0N 5.5" 16.q"16.0" 16.0" 0 SOD-36.0"11.5" 4.0" 5.0" 16.0"16.6^11.5"4,0" 5.0" 16.0"16.0"11.5" 4.0° 5.0" 16.0" .I 7116•WOOD RUSHING WITH 43 16.6"I6.0" 8.0" lO.D"16.0"15.5" 8.5; d,5" 7.0" SSS' 8.5" 4,5" A.5" 7.0" 1.13"MEN EMBED R:/4.2010.5" 5,5" 8.0" 16.0"1L0" 6,U" 3,$" S,S" 11.0" 7.011.3.511 4.0" 5.0" SS MACHINE SCREW b2 I4y0" 8. 4.5" &S" 14.5" 9.0" 4,5" 3.0^ 4S" 7A° 7." 3.5" 4.0" 5.0" _ o •L.�mn 70 12.q" 60"3.5" 5_5" 12.5" 7.5" 3.5 4.0„�' SA5' A.0" S.0" 3.S" 4.0'1 5.0�" 7.0" 3.5" 4.0" S.tl° 7.0" 3S" 4,0" 5.0" 4'14 SMS OR s14 WOOD �4316,0" 14,5'16y0"16,0"16:0" B.0_' 1p.q"16.0"16.0"13,5" $yq' 7,0" 160"SCREW WITH13/4•M3N 160"16..__0" . ]5"16. 36.0' 6,0" 8.0" S" Q" 5.5" 13.0"THREAD PENETRATtQN 6.0" " S" 5" p"3d�0"il_S" 5,0" T.0" 36.0"36.0" 9,5"i.0" S.5" 13.0"6.0"16.0" 6.5" 8.5" I6A1"16.0"10,0" 4.5" 60" 140"360" 95" 409.5" 4.0" 5.S' 13.01-16.0" 9.S" 4.0" ANCHOR SCHEDULE: WOOD (G=0.42)- 3/4- G-0.42)3/4'MIN EDGE DISTANCE ` g _ns Up.-•__ fi Spans Up To 6'-0" Sp,Pns Uo 7o B'-3" ,5�ans Up To 1'"y_-0_' 5 LOAD CONN TYPE CONN TYPE CONN TYPE 4 ANCHOR ° _ (PSI Cl C2 C3 Cq CS C1 C2 q Cq CS Cl ( CZ q C4 i CS 114'LAG SCREW WITH 1.314 43 16.0"116.0"19.0" ID.O"16.0"16.0"16.0 5.5" 7.0" 16.0"16,0"19.3" 3.5" 4,5" 1$0" MIN THREAD PENETRATION 53 I6.0"15.0-16.51-18.0" 16.0"l6.0"SZ.S" d.5" 5.5" 36.0"15.0" 7.5" 3.0" 4.0" SLO" N 16.0"16.0" S.W. 6.5" 1660"'160" 9.$" 3.5" 5.0"_15.01- 62 4.0" 11,0" g. 3 70 16.0"33.5" 4.5" 6;0" 16.0"26.0" B.0" 3�-0" 4.0" it^5'15.6" t.5" 3.0° a_.0" 11.0" lip ]OD 15.0" 75" 3.0" 4.0" IU iS.U" 7_5" 3.0" 4.0" 11.0"15.0" 7,$" 3.0'1 4.0�' 11,0" - 7144 5MS OR 014 WODD 43 ]6.0"16." OF 10.5"'16."16.0"12.5' S.5" 7.0" 16,0"13,0" 6.S" 3,5" 5.0"10.5" ' Oo SCREW WITH 1-314'MLN 53 16.0'16.0"T51- 3: .5" 8.0" 16.0"16.0". 0.9-14.0-1 5.5" 16,tl"10.5" 5,5" 2.5°. 4.0" 7.5" 3 THREAD PENETRATION 62 16.0"21.5" 5.D" 7.0" 16.0"13.0116.5113.51, 5.0" 10.5"10.5" 55" 2.5" 4.0" 7.5" QroOan• 70 36.0" 9.S' 4.5' 6.0" L6_0"SLO� 5.5" 3__0° 4.0" 8,0" 505" 5.5'_ Iy5_ 4;0" 7.S" 100 30.5"5.5'2.5" 4.0" 7,5" IO.S" 5.5' 25" 4.0" 7.5" 10.5" 5.5" 1.5' 4.0" 7.5" a{ � ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK dt P ' 4"MIN EDGE DISTANCE �i $pans Ua Ta 6^-6" $Dans V�To 8'-3" Spans Uo To 12'•41- LOAD CONN'IYPE CDNN TYPE CONN TYPE ¢ ¢ O ANCHOR (PsI) s Cl [2 C3 C4 CS Cl ' CZ C3 1 C4 I CS CL I C2 I C3 C4 I-CS S/16-TTW TAPCON RL W/ 43 16.0"16.0"16.0'16.11-164"16.0'16.0"15,0"]6.q"ib4"16-0"115.0'f 9,0" 14.0"116.0" s 2-1/4'MIN,EMBED16_,•0" I6�0"13.0"16.41-16.0"I6,D"12.0" 7,5" L2_;•0"16.0" 62 16.0"I6.0"14_O"16.0"367W 56;0"35.0" 9.0" 2-0.p"26.0"16.0"!2.0"7,5" 52.0"16.0" 4 70 16.0"16.0"11.5"16.0"16.0"16.41-12.5" B.0" 12.5"16.0"16.0'''12.0" 7,52 12,0"101 ilk p 300 16.0"12.0" 7.5" 12.0"164"16_0_12.0" 7.5" 12.q"36.0"16.0 i2 0" 7.5" V. �__�,_....-._ 55%L6'E1C0 ULTRACON W/ 43 16.0'16.0"110.5"14,0"16.0"16.0°10.5' 6.5" 9.5" 16,0"11.0" 2-1/4•MSN.EMBED 53 16.0"13.5' 7.5" 12.6"16.0"4�!4!,�, 7.S" 13.51, 9.0" 6,5' a14R0{RYR4Kt192 m?z m 62 ]6.0"10,0" 6,0" 9.0"'1_6,0" 6.5" 9. 1�J"Z•339 70 15.0" 8.05.0" B.0" 15.5" 5.5" 7,0" 9.0" 65'z___. _ IOD 9.0" $.5"�6�5': G. 5.5' 6.5" 9�4" 6.5" - O 8 _ 2"MIN EDGE DISTANCE _ CAoR DEMI--E119M-I CI A-049 C3 Cd C4 f5 _C2 C3 C4 C5 11126M5 W/2'EYEWALL 43 16.0"16.0" 9.5' 11.5"16.0"16.0"'14.0" 6.0" 8,0" I6.D"145"7S" 3.5" 5.5" 11.5" " � ARMOR INSERT W!2'EMBED 53 16.'"16.0" 7.0" 9,0'" 16.0"I6.0" 9.S" 4.5"` 6.5" 16.0"11.5" 6,0" 3.0"141 1 -• Q.\`� 62 16.0"113.0"15.5"1 7.5" 16,0"14.5" 7.5" 3.5" 5.5" 12.0"L3,5' 6.0" 3,0" 4,5" 11,51- JI 70 16_0"10.5' 5.0" 6�5' 36.0" 5.5" 3.0" 4.5" 4.D" 135" 6�0" 310" 4.5" 8.5" ANCHOR NOTT:S:SEE SHEET fy/LJI� IQO 11.5" 6.0" 3.0" q.5" 8.S' II.S" 6.0"3.0" 4.5" 8,5" 11.5" 6,0" 7.p" 4,5" 8,5" 9 FOR ANCHOR NOTES.