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HomeMy WebLinkAboutProduct Approval 1/24/2018 Florida Building Code Online Business 'EUT Nv. Professional • y BCIS Home Log In User Registration Hot Topics ! Submit Surcharge { Stats&Facts ! Publications FBC Staff I BCIS Site Map j Links Search ! b' a Product Approval re USER:Public User Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved 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.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 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 COI Indepl.odf FL13757 R6 COI Indeo2.odf FL13757 R6 COI Indep3Ddf 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 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%3d%3d 1/2 1/24/2018 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Equiv Eq iu vl,pdf FL13757 R6 Eauiv Eauiv2.Ddf FL13757 R6 Eauiv Equiv3.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 1I Dwal.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure FL13757 R6 AE Evall.Ddf combinations and additional limitations of use. --_ — Created by Independent Third Party: Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System —.- --- ----..__._ — _ ----- -- —__................ __.—_._._._._.__ Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwa2.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure FL13757 R6 AE Eval2.pdf 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 R6 1I Dwg3.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 Eval3.12df anchorage, etc. Created by Independent Third Party: Yes F3ax,k Nrs? Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A`/pad`/pad 2/2 \\`1111I!11/ F �NNARDO,V.E. 6.8 STREAMLINE SHUTTER ..G�zGENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ ;Q4 ' `' 9 j No PE004654 1. 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 WIDTH (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D' AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN U 0 c ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION ,O STAT[OF v 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE '.F<ORlpp,,,. w ^$o DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE ' SS w- u'^ REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN "ll i I i t i j PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 ¢y o i= SAFETY FACTOR. 2 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND WW n ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW 11I ? CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 r 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND an 0: v LOAD DURATION FACTOR Cd= 1.6 WAS USED FOR WOOD ANCHOR DESIGN. 0 w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE gi w 00 DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED. Z 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. x 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER limew 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE.10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE rc$ CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR 11AVERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL mDocuMENTS. HURRICANE PROTECTION .,1 11 11111ILLL 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDINGCpMm > o OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE G w DEVIATION 13. EEACH H * CONDITION TO THE ALL BE PERMANENTLY OFFICIALGRANTING WITHNTHE FOLLOWING MINIMUM LOCKINGTYPICAL GAL PLAN VIEWS ---- E 3 5 INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION 8 L FORT LAUDERDALE,FL �. MISSILE LEVEL D-ASTM E1886,E1996&E330 i SHUTTER ELEVATION TAS 201,202&203 � FLORIDA PRODUCT APPROVAL NUMBERTABLE 2' 1 N.T.S. EXTERIOR ELEV 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. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL p BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS him d a Ee° 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. - <_ 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE '.� ''3dI 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 0� 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-518" 2-3/8" 1-5/8" I TABLE 1C 99" 312" 1-718" 3-58" 1-78' TABLE 1 NOTES: 120" 4-1/8" 2" 4-1/4' 2' 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2' 5" 2" y {$, ACCORDION SHUTTER 3 g SHUTTER SPAN SCHEDULE'ABOVE ARE YYY �•! MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: �c SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. o�rbRRwueewaoFE 2. NOW- DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FCDRIOi� LS-Z339 SHUTTER -DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND y SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A �'�1 - DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PACE nENC1IPTIoN; T89 (PSF) SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 530-ABOVE GRADE,AND 1-5/8'WHEN>30' 99" 70 70 ABOVE GRADE. 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 120" 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 144" 43 40 E1996-09. ANK L \\\\\\ ,/ PE-0046549 NM00,P.E. PROIECTION VARIES `�� NK L' 2.874• 4.874'MAX. 0.115• `: �•••..- •..Se /- 0.062• 0.450' 0.080' *: pE0pg65q ,O 1.708• 0.100• N 0.125" 1.708• 0.100" {---1.830• 0.062• N _�: >f _ L t -� O.080• °.063• - D •* b 0.195 _10.096•t L o.195 -r 2.820• '^�` �s*ArE� 0.060• 0.070• 0.060• t 0.1 t -r 0.630" 0.630" 0.062' }1.908 �ORIDA W z 0.63°• 0.°62• 0.630. 0.062• .14 I o ik- • 'G J 8. -4-. ^' 069• 0.971• '•.... � � }0.971•{ 0.143• IITIItI1 j5\1WR S0.062 " 1.069" 0.062• 0.200• ° °• °•ash• �� � 0630• o. °oo6z•1.069• �� 5.745 MAX. �y�SUPPORT LEG OPTIONAL-/ J• qk-ot6wg-;4000';6;V1.069'4 0.0�• -"•200" WW ti W 5.745•MAX. 3 E i Oj WALL O BUILD OUT WALL O3 STREAMLINE CEILING TRACK Oq STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL c w SCALE:HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE 'ti O ^I -WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL Ir^i ON ALL EXTRUSIONS n 0.874•�- k1611 0.875 LL a 2.195" w y 2.195 1230' ' 1.229• s o.o6a �.• � p 0.7 s• 2.655 z s 5 J-0.105" ` I 2.362 z�< � 1.069' 10 '^ .. _ a.8a" -.o B ry I �i N I a j _ r 4.510" m}.0.105 i. "' o.o7s• M o.07s" N �I t w 4.51(r 0.. ._.h.__ _ 0.994 ^i a.044• E 3 g 4.510• 0.07' NOTE:TESTED THICKNESS OF a g 0.781. < �-3.506• BARE METAL W/0 PAINT 150.039' � R OSILL O SILL ADAPTER O EXTENDED SILL tp EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE LQ SCALES HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE L SCALE.HALF SIZE l LL �ee � { o80.477" 0.080• � s7•- o 50• •e 0.143 0.143" O.s0.341'#F 0 .070 1.708 0.143• 0. . t0.245 e!i`Coy`n o�R8 0.060• 4.753• 0.00 0.11 4.510' 0.0 "0% 044" 0.682"[1282r 0.630• � 0.693' 15A-2KI; �L3ee3e� 9 NOTE:THICKNESS OF BARE w � o o Pt: 1 6u. 0.420• moi, - METAL W/0 PAINT IS 0.039" PA"ORQyilgll 15 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 17 6.8 STARTER tg WALL SILL CLIP g�WALL SILL SCALE:HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE 99 FRANK L BENNARDO,Y.E. 1.950' X11111\111111/7 0PE0016W x}0.125" 0.610" STAINLESS STEEL •280•{'{ . NYLON WASHER OR `���,"p.NK.. i_r� ASSEMBLY 4 ALUMINUM ..'' LI I 0.320'0 HOLE O50' 0.2�• 0.35T *•'• •�� *10 x 2-3/4"410 HT S.S. b' �65 'p 0. NYLON ,•,u ? m INSERTS SCREW W/TC ULTRACOTE T- 0.591' _ ° ry 0.0 WHEEL O O.1C 20•Y I� COATING -� 1N 1 t TYP TOP 8 BOTTOM 0.062• o.2ao TRACK ( ) �t�•, 4TF lu M NYLON BUSHING W/WASHER: I %ls� .�R/pA wF M 1- S'IMAX IYP.AT EVERY OTHER 0.870" 0.750' 0.154'T 4137" �/ N a LL 7/16.0 x 1/2"0 INTERIOR)DINT TOPi 0 y j INSIDE JOINT AT TOP. /i 7/16.0 x 1"®INTEaIoa JOINT BOTTOMi qL ENG 111 �� gg O ANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR I11 1111111` Z W O W V @ 19 HOUSING-ZINC DICAST,POWDER COATED Q �> c 22 ROLLER ASSEMBLY O BUSHING ASSEMBLY DETAILBOX CENTER INSERT SCALE HALF SIZE O /It�1 a u 24 26 U� z� SCALE HALF 512E NOTE: MAY BE KEY OPERATED OUTSIDE SCALE.HALF 512E SCALE HALF SIZE �( L m OR KEY/THUMB TURN OPERATED INSIDE. Z' W �D'250' 23 BRASS PUSH LOCK WW ��wij, SCALE.HALF SIZE N C s z III 80.155' A36i9 78" +26 25• ti p W 80.500' 4.000' 742" 003' 0.500' 224" 0.26T0.623' 530.790• 0.090• 0.319• 0.531'0.06{' ! 0 o2.250' y^j 0. , _r a a 26' N v d 0.250• -T o o �-• - 0.60 .60T 0.118"J 4�0.224' 0.239' }•• N N r; n 2.000• 0.060" 0.496' 0.240• m2.750' 1.751' _ o �RAINGUARD 28 DECORATIVE FLOOR TRACK 3476• 0.160' 10.2 I zm w SCALE.HALF SIZE SCALE.HALF SIZE 0.222'1 t- - 1.001 0.062' 0.062' 0.062' }0.176' '� < 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER f SCALE-HALF SIZE SCALE HALF SIZESCALE HALF SIZE w O 35 4-0.062' � Q 5.500•x 13/16•WIDE 0.400 i 'A 7/16'0 STAINLESS a 16T T � STEEL NUT 30 Ilrr�,i 0.125' I 0.438" LL }0.188• 5/16-18x1 MACHINE SCREW •".1. 'FO+: L TYR 5/16"0 INTERNAL STAINLESS STEEL t 0.121' 4.500' +0,689" POWDER COATED,ZINC DIE-CAST THREAD a IIIII ' SECTION A HEAD STYLE VARIES ^�+ 1.050'♦ 3 ' !�� DELTA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 3g THUMB SCREW - INDUSTRIAL SYSTEMS (OPTIONAL) SCALE FULL SIZE SCALE FULL SIZE 0.254• 40 40b 40c h 35 BOX LOCK SCALE HALF SIZE n 0.319 SCALE.HALF SIZE �--- END STRIP 1" J3 � r-2.000•-j 2" & 3" EXT t� X1.625' 1`-1.500'•--� 01 Yr0.125'SCALE. HALF 512E e�4 0.050' 0.093' 7� 0.085" h.h,I ii� T S 0.125' =Prn F WLIIEW 0.250• C4 o.oes• 0 '093' 15-2339 IV t fCALE: y " rAee m 7.000' 1 PO ALT. 1" END STRIP 21 1.5"x3"xO.093" ANGLE 2g 2•'x3"x0.125'• ANGLE 39 2X7-ANGLE SCALE.HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE SCALE HALF SIZE t11 / .EeENMARDO,P ANY ANCHOR PER ANCHOR EDGE DL<T• SCHEDULE®18"O.C. EXISTING D(S{, 1 GLAZING _ STRIIC��[L��� n SCHEDULE FOR P13vc. No E004 }7p� A .ANGLE EM SPAN WHEN LMI*Gj p p( LEG D RECITON 20,40a,40b - EMBED. 17 IC (INTERIOR) 11 I I SO Ix 1/4' OR 6.8 START p'. LU p pN c oil IC 17 MAX. WITH 21 OR 25Y'Q•• j y�7~ m MIN.0.062"THICK 6063-T6 ALUM. %� .y F' ED c ANGLE I'x 1"MIN.TO 2"x 5"MAX. 21 25 DIST. 3u (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ /S/ 1� ly=p{ g€ ANY ANCHOR PER ANCHOR (2)ilOxl'SCREWS AT x 3 SCHEDULED 18"O.C. CORNER,TOP 8.BOTTOM;AND a Q OJ a ATTACH TO 6.8 STARTER W/ m 13 13 @_/ 13 i12 x 1/2'GALVANIZED OR S.S.SMS, 112 x 3/2'GALVANIZED OR Z^ «L, 30 S.S.SMS 3/16'0 ALUM.POP �J(j) 6.80"(TYP.I 3/16.0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE 8;w Z USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT B NUT 0 Is•G.C. ALTERNATE END STRIP DETAIL BOLT NUT 0 la'O.C. ;T u (EXTERIOR) 5/16-1aJ� MTB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE IA W d z W INSERT(37)AT 1/3 SPAN TO 2/3 SPAN SCALE 3"=V-0" ANY TRACK W/ TYPICAL PLAN VIEW FROM SO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. p W HOLE SHALL BE 3/8"MAX WIDTH,UP TO SCALE.3"=V-0'• 1*HEIGHT. F 1"BAO(2.T 82 1 • 7 1 4" N 82 94^ USE 111 BRASS PUSH LOCK 11 OR(1)5/16-18 THUMB 132 7 SCREW OOTHREADED LOCKING DETAILS FOR 2'840(3.T) 2 SEE END STRIP a INSERT 071 AT 1/3 SPAN CENTER MA7E5 ® 72 t�- RECEIVING "Y 5 TO 2/3 AN FROM SHOWN ON RANDOM SCHEDULE FOR MAX. TS sBOTTOM OF SHUTTER n SPAN WHEN USING HOLE SHALL BE 30 DETAILS 3840(4.T) 20,40x,40b OR 40c, ¢-8 B a 3/8"MAX WIDTH.UP T 13 ®D 72 79" ~ o 1"HEIGHT. ?31 1/4" OR 6.8 STARTER rn < ALT.1"BAD 62 110" ■ MAX, WITH 21 OR 25. �� tot• 8: \... Zm A M O 112 81" 4 4 USE APPROPRIATE 1 STARTER STRIP TO c O - - -- ----- 1.6'x3' 45 93" 4 20 PROVIDE CLOSURE 1O F 13 '4 x0.098' 52 BT FOR rn, 7 81" BUILDING CONDITIONS. g 3 9' FASTEN STARTER STRIP c (INSIDE) 7S TO TRACK W/(2)M10x1" v g SCREWS AT CORNER.TOP R ry x0r125 &BOTTOM, Z7 1 SCAER LE SATE E°NO STRIP DETAIL ANY TRACK W/SCREW o 660 120" BOSSES. 4 118• 'LI 0d F 70 111 Z nWu¢WW I 7 IOT SILL N 6 W FOR GREATER SPANS OR LOADS THAN SHOWN IN END STRIP SCM— .END j STRIPS REWIRE A 1•xl•.090'CLIP ANGLE {q MIO SPAN USING ANY ANCHOR ON THE EXISTING GLASS C O Z ANCHOR SCHEDULE\#14x3/4'TEK s e a 13 SCREW OR U4-20 JOLT 10 END STNID. v 30 Nw USE(1)BRASS PUSH LOCK Ia',aA2 v USE 111 BRASS PUSH LOCK INSIDE SCRE)VI 116018 HREAOED 30 13 �¢ SCREIW 1p1�6018 HREADED ( ) x1 a INSERT f371 AT 1/3 SPAN SILL p 5 INSERT 7 AT 1/3 SPAN Z<m SP' m TO 2/3 S N FROM Y TO 2/3 AN FROM J BOTTOM OF SHUTTER (OUTSIDE) BOTTOM OF SHUTTER RECEIVING HOLE SHALL BE �� 3/8'•MAX WIDTH..UP T 1"HEIGHT 3 Mp TYPICAL OUTSIDE CORNER CLOSURE yy 9! 9 CCi DETAILS WO/CORNER POST NTS 13 30 0011�R FPNRL lk) I PE 13 SILL 31 z 15 13 3 (OUTSIDE) 15-2339 USE(1)BOX LOCK AT 1/3 Ru3e, SPAN TO 2/3 SPAN FROM FAkD�RON, BOTTOM OF SHUTTER OTYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POST 8i MULTIPLE SHUTTER ASSEMBLY ���111 X99 NTS R. SCALE 3"=V-0" FRANK L.BEIAiAR00,P.E. REFERENCE ANCHOR ON TYPE REANCHOR EXISTING MOST SCHEDULE FOR MAX STRUCTURE SPACING 'j / C1 CONNECTION TYPE 1/4-20 MACHINE BOLT REFERENCE ANCHOR 1/2- W/NUT @ 12"..0.0 OR Z p / \ SPACING FOR MAX. (9 #14 SMS @)60 C - \ (TYP.TOP b BOTTOM) 2 FASTENERS ALUM. TUBE 1 Oa 6063-T6 ALLOY O m ' EACHm E SEE TABLE A FOR SIZE. I In 5 6 OR 1"z8' �/ I ALTERNATE THRU BOLT T- f OR2"x8" I C1 CONNECTION TYPE � ALULE ( ____ __ REFERENCE ANCHOR MN CLASS u < SEPARATION L,1 K LLl tll b' 1 SCHEDULE FOR MAX. 13 F z 0 13 � I 1'• SPACING PER TABLE 7aZw Zk X'4 w� THREE0 ALUM u'�W ^ PETS OR I GLASS m u m WW C THREE S,TYP. 17 OR DOOR a 3/16-0 ALUM POP X r 3� 17 RIVET OR 012 SMS I 1, ! qC �� GW 'w TABLEA(m) (m 18"0 C (TYP) ry\ _.___ i�/ �RNq�� 5 OR(6 OR 0 PRESSURE VS ALLOWABLE ��ORT MAY USE MALE ORPSFFEMALE LOCK-SLAT 62 I= 13 ALTERNATE THRUBOLT 1/4"MAX.FROM PIN C5 CONNECTION TYPE C1 CONNECTION TYPE GUIDE TO BUSHING 72 12r CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR - _- WASHER(TYP) rn m SCHEDULE FOR MAX �� w - 62 IIT 17T NTS SCHEDULE FOR MAX _ 16S 92 17SPACING a 4' _ 14x3/4"SMS @ 9"0 C c� 102 117 167 - ANGLE TO TUBE CONNECTION u>�� m 120 104' 14T �.c c O m TABLE B EXISTING HOST 2" 2"x.125" Og h o: 150 gr �1. (cm) EMBED. 6063-T6 ALUM TUBE Z �' LL STRUCTURE 200 67 114' PRESSURE VS ALLOWABLE IEIIIR# 5 CONNECTION TYPE 2y0y11//89'� ,yll/8' EDGE DISTANCE REFERENCE ANCHOR f y PSF WTTH ryO W[TM 8(O SCHEDULE FOR MAX SPACING p 62 113' 166' ; AS TENER P 18"0 C. Cb ALTERNATE BUILD OUT MOUNT SECTION = 72 LOT 1ST 5 $ )USE ANY ANCHOR SHOWN 3 82 101' 14T IN ANCHOR SCHEDULE) SCALE 3 1'-0" a� 92 95- 13T O w 162 97 137' C0 120 63- 12r 150 74" rw 200 64' 9P W r m 2"x 2"z _ r »W 3/16 RIVET OR#12 SMS 090"6063-T6 MN GLASS O _cc cc cc (al 18"0 C. OR 1/4-2 17 ALUM TUBE TYP. 0 9 W PARATION = Z u w NUT B BOLT{TYP) L 411 PER TABLE In o In 3/16-0 ALUM POP a X2 czm ALUM. TUBE RIVET OR#12 SMS z � OR DOOR GLASS 2 a o:aaaslad'a � � 6063-T6 ALLOY (�18"O.C.(TYP.) L ONr SEE TABLE B FOR SIZE. 2'x 5"x 1/8" 2 FASTENERS CONTINUOUS 9 EACH ANGLE ALUMINUM ANGLE511 oil I '0 1"x 2-x 093"6063-T6 THREE 3/16"#ALUM OPTIONAL ANGLE INSIDE II ALUM.ANGLE.TYP. ORIENTATION TVP 3 1e� o POP RIVETS OR 17 17 o 5 6a6 6 =1 17 THREE#12 SMS,TYP w { x 2"x"x 4 CONNECTION TYPE I� 13 OR 2"x 2"x 1/8" I REFERENCE ANCHOR ALUM.ANGLE SCHEDULE FOR MAX I�R R F �x USE MALE OR FEMALE SPACING NPtA01R RINK L®#VEG PE LOCK-SLAT EXISTING CONCRETE, SS-2339 13 13 BLOCK OR WOOD FRAMING SCAM (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAmD"c`�D#' 012 x 1/2"GALVANIZED SCALE:3"x 1'-0" _ OR S.S SMS.3/16"A ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT b NUT SCALE 3"=1'-0" - [d1 FRANK L.MWtARDO,P.E. C5 CONNECTION TYPE I11H9 REFERENCE ANCHOR EXISTING z SCHEDULE FOR MAX STRUCTURE O 7 SPACING cc m GLASS a W- GLASS Cl CONNECTION TYPE 5"MAX 1/4-20 MACHINE BOLA ' Q w W �' REFERENCE ANCHOR W/NUT 12"O C OA OLA OR DOOR w 3 V•/ No �u�A F r w O SCHEDULE FOR MAX M14 SMS(A b"0 C. _ m a z- 13 j W w�+ SPACING 1/2•. (TYP.TOP b BOTT6M1 f N; 2 w¢^ MN S u p *- MN 13 UI aw GLASS Nf um /2•• -� Awto;xl* 1/4"-20 THRU BOLT W/ GLASS X N m EPARATIO m a �O••, T� ¢ Ntl x 1/2"SMS(A 12"O C X Z 2 w r LOCKNUT 12"0 C.OR EPARATIO 2 w¢ PER W �PER i H w I OR 3/16"0 ALUM POP TABLE 2 ¢ a 5 R 6 OR/12 x 1/2"SMS @)12"0 C E.S LD i JOR 3/16"m ALUM.POP TABLE 2 zjRIVETS(A 6"0 C. OR 1/4"0 N w O ORa6 RIVETS(A 6O.0 E.S 2ALUM POP RIVETS(�12"O C //In R J/4"10'ALUM.POJI / T7 AND 3O W MN CLASS (al 12"0 C E 5. ASSEMBLY V4"MAX FROM PIN SEPARATION 13 r » y ¢W z / 7-ASHER( MAX.FROM PIN GUIDE TO USHING i io- 1/2"TYP PER TABLE2 F-E TO BUSHING ulWASHER(TYP) WON-1STYP 1 GLASS o N �"W/ 1/2" 1/2EXISTING CONCRETE, W 3 CONNECTION TYPE OR DOOR WOOD FRAMING XOz~ LW EDGE REFERENCE ANCHOR SCHEDULE FOR MAX. i ac4 CONNECTION TYPE DISTREFERENCE ANCHORSPACING uby EDGE SCHEDULE FOR MAX DIST. SPACING AS SHOWN w L-C3 CONNECTION TYPE IN DIAGRAM ON PG.9 W N 5 0 OR m REFERENCE ANCHORY O O 6 EXISTING CONCRETE, SCHEDULE FOR MAX BLOCK OR WOOD FRAMING 1/4"MAX FROM PIN SPACING ALT FASTENER /2" Cl CONNECTION TYPE GUIDE R BUSHING LOCATION.FRONT AND REFERENCE ANCHOR 1/ WASHER(TYP.) N'"T MAX FROM BACK ANCHORS NOT REQ'D Og INSIDE MOUNT SECTION SCHEDULE FOR MAX w� WITH THIS LOCATION PIN GUIDE TO SCALE 3".1'-0" SPACING o:o @- BUSHING WASHER REFERENCE(ANCHOR OA INSIDE MOUNT SECTION S$ (TYP 1 SCALE:3".1'-0'. SCHEDULE FOR MAX c i p EXISTING CONCRETE, SPACING p�i K / BLOCK OR WOOD FRAMI EMBED. zm f< BUILD OUT MOUNT SECTION u —— TYP BOTTOM EXISTING CONCRETE, SCALE 3"=1'-0" `9c BLOCK OR WOOD FRAMING 1�W Q E ;g EDGE IST EXISTING a' g 19 NOTE:FOR DETAILS A,B.0.AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE *� THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED 5 CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS O SCHEDULE FOR MAX. REFERENCE ANCHOR O 3 A MINIMUM OF TWO SETS OF ANCHORS AND IS A m SPACING SCHEDULE FOR MAX. L - R MINIMUM OF 12"LONG THE SILL OR CEILING TRACK W 5 6 SPACING •p USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 ` l OVER THE GAPS BETWEEN SECTIONS. 7 R 2 Q) 1/2" 0: r W GLASS OR DOOR MIN MN GLASS 13 H' Mo- #12 w ■t w x 1/2"SMS(�12 EPARATI p I w w bill !{ O.0 OR 3/16"0 ALUM PER V21 z w m ~IW/I i ^ xf■6 r j p POP RIVETS @1 6..O.0 TABLE 2 X p z r GLASS OR MN GLA 13 p I I 1, i5C =Q^ OR 1/4"0 ALUM POP ¢ 0:a DOOR z u m IE 79 13 =2Z=� RIVETS @12"OC i On. PER TABLE 20N� MN GLASS I, u m u N X z �gg! SEPARATION30141 a j a IL E PER TABLE 2 %z 0 2�' i . 1/4-20 S S MACHINE f w O D OASSEMBOLY 1/2 1/4"MAX FROM PINSCREW Q 12"O C 8 NUT(d wN 1/2" TYP WAIDE TO SHER ITYP.) r ! GLASS u D 1/4"MAX.FROM PIN 3 OR DOOR 1/4'"MAX.FROM PIN m w O r x W 4 CONNECTION TYPE 1/2"` GUIDE R BUSHING GUIDE TO USHING 4 a WASHER(TYP) r i WASHER(TYP1 EDGE REFERENCE ANCHOR a 5�: EXISTING CONCRETE. DIST SCHEDULE FOR MAX DaMORRU/RLNWM ?E I 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. �L x 3"x 1/4"CONT 3 CONNECTION TYPE #12 x 1/2'"SMS La 12'. SCHEDULE FOR MAX SPACING PAW osCllynaU O.C.OR 3/16"0 ALUM SPACING ALT FASTENER 063-T6 ALUM.ANGLE REFERENCE ANCHOR EXISTING CONCRETE, LOCATION FRONT ANO AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS(M 6"O C BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMING .. S SHOWN DASHED) SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION La 12"0 C RIVETS L -- . Op WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT SCALE 3"=V-0" SCALE 3"x r-0•• SECTION SCALE 3"=1'-0" MN GLASS 111 K L.BENNARDO,P.E. GLASS SEPARATION Z OR DOOR PER TABLE 2 130 G Iz Gly GLASS OR "�" ,•••I v DOOR No P ~•� =w a G1A55 OR * 04654 DOOR MN GLASS * - %N N SEPARATION 0 N a 2 it MN GLASS w PER TABLE 2 %p "" 1 E F SEPARATION STA • \O*_ JZ? PER TABLE 2 r w j a a t �O `wi]�j V�•N'.. . AU `�Yn . Y'I^ 13 a ��� �3 - ZOO+ Uel /2'" t aZ Cl CONNECTION TYPE X w¢'A �( Qoqtm ^i 1/4"MAX.FROM PIN GUIDE 28 n REFERENCE ANCHOR L JO Z ¢ry 0 �ti TO BUSHING WASHER(TYP.) alA SCHEDULE FOR MAX va WW 9.,W-."i TWO 1/4"0 WOOD 250" SPACING aln N� iW LAG SCREWS H " C4 CONNECTION TYPE %,I 250' o W W ClC MAX WITH REFERENCE ANCHOR '0 O N "T"INTO CENTER OF 2X STUDS /o SPAC NGE FOR MAX. THREADED PENETRATION /w a .i _ 8 EMB "T' 14 SMS CB MIDSPAN BETWEEN / 1 �w - n STUDS FOR TRACK TO 1"x 4" n PLYWOOD 8 TUBE CONNECTION EXISTING HOST STRUCTURE / m STUCCO FINISH 1"x 4"x 125" 6063-T6 ALUM TUBE O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL wS THIS DETAIL TO BE USED WHEN STUD SPACING8 EXCEEDS THE MAX ALLOWABLE ANCHOR SPACING. SCALE 3"=1'-0" SCALE 3"=1'-0" F a OWALL MOUNT SECTION THIS DETAIL MAY �.� o SCALE 3"=1'-0" ALSO BE USED o °C AT TOP _ZV � zo t w w ACCORDION SHUTTER 0: E 3 g PER PRODUCT APPROVAL o —GLASS W o < r MN GLASS OR DOOR r 1 v = SEPARATION R APPLICABLE AT TOP ut Z PER TABLE I N AND OR BOTTOM X 4 Z „ EXISTING WOOD IG=O 42) TRUSS OR RAFTER 0. X a (0 24"MAX O.C. a 0. 2"OR 3' F IA EXISTING FINISH I I MATERIAL 4LL 1/2'MIN. 5 6 1/4"MAX.FROM PIN GUIDE 2"x 5"z i/8"6063-T6 1 5 o TO BUSHING WASHER(TYP 1 1 i O (l ALUM ANGLE W/THREE m 2'x 3"x'/x'x CONTINUOUS OR 2.1 g 1/4"TILE(TYP 1 1/4"0 WOOD LAG I ' W a O st 2"x 2"x Ya"x CONTINUOUS FINISH MATERIAL SCREWS WITH 2-3/4" I e 6061-T6 ALUMINUM ANGLE 3/4"PLYWOOD MINIMUM THREADED PENETR "T"IN WOOD(B 5 6 0.9'MIN.THICK 6061-76 ALUM TRACK X 1/4"0 A325 GRADE THRU BOLT La 7"O.C. EACH RAFTER Of TRUSS. FASTENED TO ANGLE WITH 1/4-20 OR 5/16"0 A325 GRADE THRU BOLT t2"O C o ANGLE FASTENED TO E C� 24"O.C.MAX.WHERE EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3'FROM ENDS GALV OR SS ANGLE EXTENDS BEYOND HOST STRUCTURE WITH AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN e d EN 0 �— 1/4•'0 ELCO ULTRACON TO CONCRETE/CMU p "0 ELCO ULTRACONS AT 6". EXTEND ANGLE TO EXISTING CONCRETE HOST 5"0 C W/1-1/4"MIN EMB. gi 3'FROM ENDS AND 4"O.C. 2-1/2'MIN. NEXT TRUSS. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW(b 9"O.C.W/1-7/8" F•w]j FOR BALANCE WITH 13'� MIN.EMB. IN WOOD SG=O 42 TO 0 55 r MIN EMBEDMENT AND 2%- MAX.DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING CONCRETE, MIN EDGE DISTANCE, *62 P.S.F. HOLLOW BLOCK OR ol mrnmrtRewcLeeelNooPa STAGGERED WRH 3'MIN. MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING SEE 2"z 5"x 1/8"CONT. X Z Z, 15-2339 SPACING,TYP. t 52 P.S.F. ANCHOR SCHED ALUM ANGLE(6063-T6) a OBUILDOUT MOUNT BASED ON TYPE OF s HO STRUCTURE ; SCALE�NTS IMAX DESIGN LOAD s 72 P S F 1 PASS THRU DETAIL Hb SCALE 3•'=1'-0• O TRUSS MOUNT SECTION 9� RSCALE 3"=1'-0" EXISTING HOST ALT.LEG DIRECTION FP,%%ajGF0JqDO,P.E. STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/B'MIN 12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3•MINIMUM EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW 1/2• SPACING,AND 3•MINIMUM EDGE DISTANCE y TOP OR BOTTOM _ ASSEMBLY L I (2)6063-T6 ALUMINUM ANGLES PER BEAM END,SIZE 4' 0 - 6549 1/2• PER SPAN TUBE SCHEDULE _- EMBED. SPAN TUBE PER DESIGN SCHEDULE EDGE OF ACCORDION ACCESS NOTE 1/4-20 MACHINE BOLT W/NUT! �0AYE FW r' SHUTTER BLADES 12"O.0 OR!14 x 3/4"SMS 6"O.C. 3.5'MIN i�s v, cc TYPICAL Irr 3'MIN MAX.5 6 F,11 EDGE 316 a Qw�milo 2.875.0 HOLE(TO RECEIVE DISTANCE t m ROUND WINDOW ASSEMBLY) MIN.GLASS 73 w Z Z iN CI} W MAXIMUM OF 3 WINDOWS EXISTING SEPARATION o W l►J F PER EVERY OTHER BLADE GLASS OR ?cc W 3Mg TAN 9 1 C DOOR N O u U1 R' w 1 3"MIN LIGHT-N-VIEW WINDOW 0.0 EDGE 1/2*MAX w< �',o w 8 N.T.S. EXTERIOR ELEV k DJ STA vl ZO25 6 E 0 0 ' d 3 16 1/l"MAX,FROM PIN GUIDE n 11,1 f TO BUSHING WASHER ITYP 1 n WACCESS 1/4-20 MACHINE BOLT W/NUT @ ELIM19s ;f 1/2' HOLE 12'O.0 OR*14 x 3/4•SMS 6'O.C. 2.875'0 HOLE TO w SPAN TUBE PER RECEIVE ROUND w y+ EMBED.- DESIGN SCHEDULE WINDOW ASSEMBLY p C )6063-T6 ALUMINUM A2NGLES PER BEAM END,SIZE < �ce0n EXISTING IMAX. PER SPAN TUBE SCHEDULE HOST 1/4'0 THRU BOLTS SEE BEAM Zm" STRUCTUREJ SCHEDULE FOR REQUIRED NUMBERS 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN m p EMBED IN CONCRETE OR HOLLOW BLOCK,3-MINIMUM E G w 0.125' 0.125• SPACING,AND 3'MINIMUM EDGE DISTANCE c 3 0.032' 0.03r E MAX.DESIGN LOAD t 72 PSF p -- 3 SPAN TUBE SECTION 0.196• g N.T.S. VERT SECTION o f SPAN TUBE SCHEDULE d / 1 ALLOWABLE TUBE NUMBER OF NA SPAN AN NNMUN ANGLE OU SHUTTER ANGLE U94M� W SPAN 1 Tn TOP fK7TTOLA TOP BOITOM TOP BOTTOM TOP BOTTOM ASSEMBLY rUBE TUBE TUBE TUBE TUBE TILE TILE TUBE Sr3.8• 155.2' 2 2 2 3 4• r _ 0.126• TktO1.T 105.5' 2 2 3 9 T r \ / - 122" I SUr S4A' 2 2 3 3 T r 2*xn 87 128.1• 161.7 2 2 2 s3 r Y T / \ 86' 114.8' 124.1• 2 2 3 0.12$ r 66 oO i4 12r 102.8' 109.7 2 2 4 4 10' 17 - 2Tdk 87 138.7 111&d' 2 2 3 9 r r 8 2 02.875' 03.250' }--►0.188' 0.125' or 122.r 166.r 2 2 3 4pY[ 123' 115.4" 137." 2 3 4 0 2l 2717x 87 68 1 .1• 240.7 2 2 3 4 r 17 lei • / TM' 140.8" 228.7 2 3 4 6 ; 17 15' T„i ��� 29 LIGHT-N-VIEW WINDOW \� �/ 6.1em 122" 132.2" 1 5 7 13' Ir C0FfNWFPEILN8KVW0PE N.T.S. SABIC PLASTICS SLX1431T-UL-94HB SPAN TUBE SCHEDULE NOTES: Z-X3 x x x 4"ANGLES FOR 2"xS"&2"x6"BEAMS. 15-2339 2 2. USE 2"x52 x1 /4•ANGLES FOR 2'x8"&2"x10'BEAMS. �N - Sa 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAN 0tlOOR30A: 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. _ 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SMALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 9 9 ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS --- . S N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. O 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: 2.5'MIN EDGE DISTANCE CONCRETE FRANK L.MNNMDO,P.E. -_.- 111 1 f PEoO.es.v _ `���` :.... Soana UO To 6'-0" spans UO To 6'-3" SOan Uo To 12'-0" ` ••' ' Pt ANCHOR LOAN CONN TYPE CONN TYPE CONN TYPE .. x G (� Cl C2 I C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 CA CS NO PE004 1/4"ITW TAPCON OR ELCO 43 16.0"16.0 15.0"116.0"115.9'16.17'16.0" 9.0" 13.0"16.0.16.17' 9.5' S.S' B.S' 141.S" ULTRACON WITH 1-3/4" 53 16.0"116.0"10.5 14.5"16.0 16.0"112.0"17.0" 10.5"16.0"15.0' 7.5 4.5 7.5" 10.4' - 7k f� 7b Pl EMBED(3192psi MDI CONC) 62 16.0"16.0"_8.5" 12.5"16.0"16.0" 9.5 5.5 B.5" 15.0"15.0" 7.5 41.5" 7.5 10.5" -p U C O 70 16.0"13.0" 7.0" 11.0"16.0"15.5 8.0" 5.0" 7.5" 11.5 15.0" 7.5 4.S" 7.5' 10.5" 7 / 8 COMBINATIOM0 57A1EO �a 100 15.0" 7.5" 4.5" 7.5" 10.5"15.0" 7.5 1.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5' SO.S' 2 x 5(TVP) q / 10 COMBINATIO,�VN'•.,A•J 1/4'M-1I IUM MIUFAST 43 16.0"16.0"15.0"16.17'16.0'•16.0"16.17' 9.0" 13.5"16.0'16.0" 8.5" 5.5 9.0" 13.5' ��s •.,•. of WITH 1.3/4'EMBED(3275ps1 53 16.0"16.0•'11.0"15.0"16.0•'16.0••11.0" 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7.5" 9.5" O 7/7s�0(�/1L o i n MIN CONCRETE) 62 16.0"15.0' 8.S" 13.0"16.0"16.0' 8.S" 5.5" 9.0" 13.5"13.5" 7.0" 4.S" 7.5" 9.5 JJJ 11111 _ w V" u 70 16.17'.12.0' 7.0" 11.0"16.0'14.0" 7.0" 4.S" 8.0" 10.5"13.S" 7.0" 4.5" 7.S' 9.5" IInn �>Q 100 13.5•'7.0" 4.5-17.5" 9.5" 13.5" 7.0" 4.5 7.5" 9.5 13.5 7.0" 4.5" 7.5 9.S" uv L Wm 1/4'ELCO CRETEMXX SS4 43 16.0"116.0"16.0"16.0"16.0"16.0"116.(r 13.5 16.0"16.0"16.0"12.5 8.0" 13.0"16.0" Z^ C) w W/2'EMBED(3350ptl MIN 53 16.0"16.0"16.0"16.0"16.17'16.17'16.0"10.0"15.5 16.17 16.0 10.0 6.5" 11.0"114.0. 1 x 5(TYP. 2 K S TYP.1 W W w ru' CONC D W i 62 16.0"16.17'12.5'16.0"16.17'16.17'12.5 8.0" 13.0"16.a'16.a'10.0" 6.5 11.0"14.0" y 70 16.0.16.0"10.5 16.0"16.0"16.0"10.5 1.0" 11.5 15.0"16.0"10.0" 6.S" 11.0"114.0" W Io0 16.0"10.0" 6.5 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0" ow r. 1'MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING .mi0 Cl n u n Cl u p u C5 cl u p u cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPOON OR ELOD 0" 7.5 8.0" 16.0"16.0"16.0•' S.0" 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0" y ULTRACON WITH 1-3/4' 0" 5.5 6.5" 16.0"16.0"12.0" 4.5'• 16.0"14.5 7.5" " - C2 CONNECTION TYPE USING PIECE WITH OUTSIDEEMBED 3192 MDI ANCHORS ONLY ( psl OONC) 5 4.5' S.5 16.0"16.0" 9.0" 4.0" 14.5 14.5 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE®WITH 5'•..4.0" 5.0" 160"15.0" 7.S' 11.17'14.5 7.S' 10.0•' OUTSIDE ANCHORS ONLY ' 10.0"14.5 7.5 10.0"14.5" 7.S' 10.0" 1/4'MILLENIUM MDIFAST 43 16.0-116.0-111.0-13.5".16.0"16.0"13.0" 6.5 9.5 16.17.13.0" 7.0" 4.0" 6.5" 10.5 laJ j 5 WITH 1-3/4'EMBED(32750 53 16.0"116.0"18.0" 11.0"16.0"16.0" 9.0" 5.0" 7.5 16.17'10.5' S.5" 5.5" 7.5 ANCHOR NOTES: MIN CONCRETE) 62 16.0-111.s- 6.0" 9.17' 16.0"13.5' 7.0•' 4.0" 6.5 11.17'10.5• 5.5" 5.5•' 7.5 F✓ $ L° 70 16.0"!9.5 S.5-I B.Or116.0"111.5"15.5 5.5" L. 10.S' S.5•' 5.5" 7.5 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING y EiONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE �1 o^ u 100 10.5" 5.5•' 5.5 7.5110,5"15.5" 5.5" 7.5" 10.5' S.5•' S.5" 7.5 LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). P� -� O"' 1.1/4'MIN EDGE DISTANCE O ; s 1/4'ALL-POINTS EMBED III, Z f m O 2. ENTER ANCHOR SCHEDULE BASED E. THE EXISTING STRUCTURE MATERIAL, _m. u ANCHOR W/7/8'EMBED 6 CI C2 4 G CS Cl C2 p C4 CS Cl C2 p u CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-20 SS MACHINE SCREW 43 16.0 16.0 8.5 10.5 16.0 16.0 12.0 5.5 7.5 16.d•12.5 6.5 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3000ptJ MIN CONC) 53 16.0"15.0" 6.5 8.0" 16.0"16.0" 8.5 4.0" 6.0" IS.S'10.0" 5.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. m 9n 62 16.0"11.0" 5.0" 7.0" 16.0"12.5" 6.5•' 3.5 5.0•' 10.0"10.0" 5.0" 4.0-17.0 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. O .1-0 70 16.0" 9.0"14.5 6.0•'116.0-110.5-1 5.5 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0" E 3 g 100 10.0 5.0"011MA 4.0" 7.0'110.0"1 5.0 4.0 7.0 10.0" 5.0 4.0" 7.0'• 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE a $ ANCHOR SCHEDULE FOP PROPER 1/4'ALL-POINTS SOLID-SET 3'MIN EDGE DISTANCE ANCHOR TYPE BASEOR WOODD N TYPE OFING. REXISTING STRUCTURE AND APPROPRIATE T Y r` ANCHOR W/7/8•EMBED 6 =16.0;�165.0'Cl 2 n 04 CS Cl C2 n C4 CS Cl C2 C3 C4 CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF , 1/4-20 SS MACHINE SCREW 0"16.0"16.0"16.01 16.0"16.0"11.5 16.0"16.0"16.0"11.0" 7.0" 11.0"16.0" CONNECTION TYPE. R (3000p51 MIN CONC) 0•".13.5'16.0•'16.0"116.0"114.0"18.5" 13.5 16.17'16.0" 8.5" 5.5" 9.S' 12.0 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 0"10.5"16.0 16.a'16.17'11.0" 7.0" 11.0"16.17'16.0 6.5 5.5" 9.5-112.0" ONLY. •�� .0" 9.0" 14.0"16.17 16.0" 9.0" 6.0" 10.0"13.17'16.0" 8.5" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 5" S.5 9.5" 12.0"16.0" 8.5" S.5 9.5 12.0"16.0" B.5" 5.5 9.5 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/a^POWERS 55 DROP-DI 2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4-20 SS BOLT AND CI C2 C3 C4 CS C1 C2 n u CS CI C2 n C4 CS FINISHES. SS 1^EMBED(3DDOPsl MIN 43 16.0"16.0.14.0"16.0"16.0"16.17 14.0' 8.0" 12.5 16.17 14.17'17.5-15.0- 8.0" 11.5 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS CONC) 53 16.17'•,16.0" 9.5" 14.0"16.0"16.0 9.5" 6.0 10.0 16.0 11.5 6.0" 4.0" 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEp�UATE WOOD FRAMING 00 33 66 EE , MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR aeA 62 16.17'12.5 7.5 12.0"16.0"14.5 7.5" 5.0" 8.5 11.5"11.5 6.O" 4.0' 7.0" 8.17' SIDE CLO§URE PIECES. -zm 70 16.0"10.0" 6.S' 10.5'16.0"12.17' 6.0" 4.0" 7.5 9.0" 11.5 6.0-14.0- 7.0" B.0" O�d��� 100 11.5• 6.17' 4.0" 7.0" B.0" 11.5 6.0" 4.0" 7.0" B.0" 6.0" 4.0" 7.0" 8.0' 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER ■■{ SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4'(MIN.)WOOD STUD.3/4' a 1/4•POWERS SS DROP-IN � "MDI EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL a d d 4 W/1/4-20 SS BOLT AND Cl C2 c3 U CS Ci C2 c3 C4 CS C3 C2 c3 CA C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. R 1"EMBED(3DOOp51 MIN 43 36.0"16.17'15.0"16.0"16.a'16.a'14.5' 9.0" 13.5'16.17'15.0" 7.5 S.W' 9.0" 12.0" CONC) Si 16.17'16.17'10.5'IS.d'16.a'16.0"10.0" 6.5 10.5 16.0"12.0" 6.0" 4.0" 7.5" 8.S' 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN a l S BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER p 62 16.0"13.0" 8.012.5 16.a IS.d' B.0" 5.0" 9.0" 12.0"12.0" 6.0' 41.0" 7.5 8.5 HEAD(SIDEWALK BOLT),U.O.N. +I S •! � 70 16.0"10.5 7.0 11.0"16.0"12.5 6.5 4.5 8.0" 9.5" 12.0" 6.0" 4.0 7.5" 8.5 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. p •e 100 12.0" 6.0" 4.0" 7.5" 8.5"112.0"16.0- 4.0" 7.5 8.5 12.0 6.0 4.0 7.5 8.5' ® DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, a �_ e > Y MDI EDGE DISTANCE NUT OR WASHER WINGNUT. *12 SMS W/2"EYEWALL Cl Q p u CS Cl C2 p C4 CS Cl C2 p u WPINvaRY/RLaaaYldlOPE ARMOR INSERT w/2^EMBED 43 16.0"16.0'111.5 14.0"16.0"16.0"16.0•' 7.5 10.0•'16.0"16.0" 9.0" 4.5 6.5 13.5 Il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. (2000psi MIN CONC) 53 16.0•'16.W'i B.5 11A"16.0"16.0"11.5• 5.5'•r6.r 16.17'14.0" 7.0" 3.5 S.S' 10.17• 15-2339 62 16.0"15.0"'7.0" 9.5 116.0"16.0" 9.a' 4.5" 14.0"14.0' 7.0" 3.5 5.5" 10.0' 12. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO DRILL INTO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAYa Oson3•r1oN 70 16.0"12.0" 6.0" 8.0" 16.0"14.5 7.5 4.0" 10.5 14.0' 7.0" 3.5 5.5 10.0' CONCRETE SCREWS TO HOLLOW BLOCK 100 14.0' 7.17' 3.5" 5.5 10.0•'14.0" 7.0" 3.5" 10.0"14.17' 7A" 3.5 5.5" 10.0"12 SMS W/2.75 EYEWALL 43 16.0"16.0"16.0 16.0"16.0"16.0•'16.17.10.0" 16.0"16.0'11.5 6.0" 9.5 16.17'ARMOR INSERT W/2.5' 53 16.0"16.0"12.0 16.0.16.0 1615.0" 7.5 16."16.0" 9.0" 5.0' B.0" 130"EMBED(2000p51 MIN CONC) 62 160"160" 9S' 135 6.0"16.0"11.5 6.5" 16.0"16.0" 9.0" 5.0" 8.0" 13.0"7016.0"16.0" 8.0" 11.5 16.0"16.0" 9.5 5.S" 14.0"16.0" 9.0" 5.0" 8.0" 13.0" 10016.0 9.0 5.0 .8.0 13.0"160•' 9.0 5.0" . 13.0"16.0" 9.0" S.0" 8.0" 13.0" NEE mmmmmmmmmmmm mmmmmmm mmmmmmmmmmmmm®mrmMMMMmMKMmMM . m MMMMMMM M MEEMMMMMmEQUE mmmmmmmmmmmmmmmm ®mmwomm i �moomomoo©omoo©o©oo©omoo©omoo©v MIN CONC) EMBED 0®m®®m %////mm I. , %////mm��®��®®mm��mmm� : i/%/®® • ////,m������®�m �mmmm • ' • • IN• • Spam Spam Up To 8'-3" CONN TYPE CONN TYPE ®mm%//////%////m®%/////'/////%'//////m''///////,"'/////%'///////,"'///OffilV////mm®u a Mmm%///%i®mm%///%%////%//%//%i%///% 0�'7i] %/////%/////,%/////,mM''///////,,%/////,"'//////,VZ//////,///////,,W//%%////%///i,'%//%im®%//%ice /////%i/////%i//////, m%///%i/////%%////%/////. man mM''/////%%///%%N//,vo/ami////%i%///G%//%i%//%i 1/4'ELCO ULTRACON WITH 0�, 1-1/4'EMBED ®�'/////%'/////%M '///////,%////%/////i.M"%////%////%///%%///%%////Mm® Om%///i%///L%///im%////%/////'//////,'//////i%////i%////i%////i%/////%////%/////.m®%/////.comm%/////."'/////%ff////.mm"V///%%///%%////m 0aa%/////.%///%%/////.®%/////."%/////,OWN/.VWX/1%///%%/////."VONV////%///%///im®%///iF12MMO//i//////i%////i m////%///i%///i///////V///i%///i//////%////%////%////%////%////%////%////%/////.m%/////.%/////:%/////.mm%/////:'%/////.'%/////. m%////.'%///i%///im ® mmmmm%/////%////�mm%/////.%/////.%/////.m®®®®®E I a®%//// ®%///%%///i%////�® ANCHOR W/ ® m%////%//// ®%///%%/////.%///%%///i 0 ////i%///i//////imm%/////%////'//////i'%////m%////%/////,%//////, /.®m%/////.mM®%////.%///%%////.'%///i®%///i%///i%///i%///e mm%////%///%//i%///i�%///%%////%//%i%///im%////i%///i%///%///®%/�%//%%///,%///,®%////,%////,%%//%////®%///%/// - �.�• �m�D©�m�©0��0©m©gym©0©Oma©0� M�00%%////mMMmmm�"'lxg M m® ® ® mm a//®m //////,//V///®Mm .. /,�� warlallV11111, mom mm'�/O•V///V///®�////,V///V///®m'////,V////tea//®m®%/i/MMMMMmmm®�///mm 1-3/4'EMBED �mo�mm©mommmom0000m0000mo©©o /iii/a/iiia/iii/iia/iip/ //iii/iii/////iY/i/�i/i i//,MMK 1 AMM� ///////////V///�////O// `/////�///�//6�//%�//%�//%�///WOMEN®gym%/i// Ute//%///®® m//i/iii/iii/���/ii�o/W�/�i/iii/ilii/iii/iii/i�/iii/iii//ff,T V/a i////, %////i%////i'//////i.%/////%////%///%'///////////////VW//%,0/V/j/////mm%////i®®m%%V///*/////®®m''/////%%/////.®m a I I A//////i%//////'//////LM%////%/////%'/////%'//////%/////.MML K z M L E A%/////%//Nrzl///Lu Nunn [ %//////%////9M%/////,%/////%//////,%/////.'%////'V//////%///%%///%%/////,WONMff2M%iI x a®�//////%/////%/////MEM%////%////%////%/////, � m%///%'///////.'%/////%////%///%%////%////%////%%//%%////%%////%////i%/////%///ii%//////IKW//%i%////i%////i%//N %////'////////%////l/MN//,M%/////,%/////%///%%//// 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK PIUNKL BENNAR00,P.E. 111111111 0PE0046519 2'MIN EDGE DISTANCE - F 5pana UO To 6'-0" Spans Up To 8'-3" Spans UO To �� 12'-0" -P,•'• SIC Y r ANCHOR OA CONN TYPE CONN TYPE CONN TYPE ` �:• =vi Cl 0-2 1 C3 CA CS Cl C2 C3 I C4 I CS Cl C2 I C3 C4 CS =* NO PFM46__ a12 SMS W/2"EYEWALL 43 16.0"16.0" 7.5' 9.0" 16.0"15.S' 8.5"1 4.5 6.5 15.5" 8.5 1.5 4.0" 7.0" -'^0.74 3 x ARMOR INSERT W/1-1/4' L7O 16.0"10.5" 5.0" 7.0' 16.0"11.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.5" 3.5 S.0" - g EMBED 1{.0 7.5 1.0" 6.0" 11.5" 9.0- 4.S' I.0- 7.0" 7.0" 3.5" 3.5 5.0" 1 U 0 VNy t i m 11.5 6.0" 3.S" 5.5" 12.S" 7.S" 3.5 3.5" 5.5" 7.0" 3.5" 3.5 5.0" ` S7A7E OFP1 8E 7.0" 3.5" 3.5" 5.0" 7.0" 3.5 3.5" 5.0" 7.0" 3.5" 3.S' S.0" �i�(tl••-. ANCHOR SCHEDULE: WOOD (G=0.55) �,LSs1 -.�?!o�...• "u) "$ ���i ONAL EN �In W F +++1+111111` W DW= ffFm 3/4•NiN WGE DISTANCE _ rZr1nf/Q �><UO To 6'-0Spam Uoa'-3" Soama UD To 12'ANCHOR LOADCONN TYPE CONN TYPE CONN TYPE ZX p gp(P>� CI 0-2 1 tl i C4 CS Cl 0-2 tl C4 CS Cl C2 C3 CA I CS W W � Ix, 1/4'tAG SCREW WITH 1-3/4 43 16.0"16.0"11.5"12.5"16.0.16.0"16.0" 7.5" 9.0" 16.0"16.0"14.5" 6.0" 16.M1N 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" 4.0" 5.0" 16.0" N W dw 62 16.0"16.0" 7.0" 8.5".16.0"16.0-14.5" 5.0" 6.0' 16.0.16.0"11.5" 4.0- 5.0" 16.0" 70 16.0"16S 60- 7.5" 16.0"16.0"125' LC S.5 16.0"16."115 5.(r 16.W- 1 16."I 0 " 16.0"16. 11.S' 4.0" "16.0"11.5.0 0 5.0" 16.0" u' 7/16'WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0"116.0"IS.S 8.5" 1.5" 7.0" 15.5 8.5 4.5" 1.5•' 7.0" 1.13'MIN EMBED Q 1/4-20 S3 16.0",10.5" 5.5 8.0. 16.0"II.C.6.0" 3.S' 5.5" 11.0" 7.0-I 3.S" 4.0".5.0" u SS MACHINE SCREW 62 14.0 8.0" 1.S" 6.5 14.5 9.0 4.S' 3.0" 4.5" 7.0" 7.0- 3.5" 4.0" 5.0" o •� 70 120" 6.0" 3.5" 5.5 12.5" 7.5 3.5" 4.0 5.5 7.0- 3.5" 4.0 5.0" g 100 7.0" 3.5 4.0" S.0 7.0- 3.5 4.0- SO- 7.0" 3.5" 4.0' S.0 t14 SMS OR t14 WOOD 43 16.0"16.0"12.5'14.5'16.0-1&0-16.0" 8.0 10.0"16.0"16.0",11.5 5.0" 7.0" 16.0- rn Y SCREW WITH 1-3/4•MIN 53 16.0"16.0" 9.0" 11.5"16.0"IN,15.0" .- 8.0" 16.0"16.0" 9.5 4.0" 5.5" 13.0" THREAD PENETRATION 62 16.0"16.0" 7.5 9.5 16.0"16.0"11.5" 5.0" 7.0" 16.0"16.0 9.5 4.0" S.5" 13.0" o F Q 70 16.0-16.0- 6.5" 6.5" 16.0"16.0-10.0" 4.5" 6.0" 14.0"16.0" 9.5" 4.0- 5.5" 13.0- 100 16.0-19.51-14.0" 5.5" 13.0"16.0"1 9.5" 4.0" 5.5"'13.0"16.0" 9.S" {.0 S.5" 13.0" p n O� 101 ANCHOR SCHEDULE: WOOD (G=0.42) Z_m f,- Z 3/4"MIN EDGE DISTANCE m F 4 G Soans Up To 6'-0" Spans UD To 8'-3" Soarn Up To 1T-0" E w $ o r ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE 3 j ( Cl C2 C3 C4 CS Cl C2 C3 ' C4 CS Cl C2 1 C3 C4 CS E p g 1/4-LAG SCREW WITH 1-3/4 43 16.0"116.0" 9.0:: 16.0"16.0" 5.5" 7.0- MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0 16.0"16.0"12.5" 4.5" S.S" 16.0"15.0" 7.5" 3.0" 4.0" 11.0" 62 16.0"16.0" 5_5" 6.S"116.0-16.0" 9.3- 3.5" 5.0" 15.0"15.0" 7.5" 3.0" 4.0" 11.0" R a 70 16.0"13 ' 4.5"1 6.0" 16.0-16.0- 8.0- 3.0 4.0" 11.5"15.0-7.5" 3.0" .S 4.0" 11.0 a 100 15.0" 7.5•' 3.0" 4.0" 11.0"15.0-1 7.5" 3.0-1410- 11.0"15.0 7.5" 3.0" 4.0" 11.0- c #14 SMS OR!14 WOOD 43 16.0"16AY, 8.5" 10.5"116.0"16.0"i 12.5" 5.5 7.0" 16.0 13.0" 6.5" 3.5 S.0" 10.5" SCREW WITH 1-3/4"MIN 53 16.0-16.0-'6.5" B.0- 16.0"16.0" 8.5" /.0" 5.5 16.0 10.5 5.5" 2.5 4.0" 7.5 g THREAD PENETRATION 62 16.0-11.5" s.0" 7.0" 16.0"13.0" 6.5 3.5 S.0 10.5 10.5 S.5 2.5 4.0" 7.5 s �uNRntto>mt1ID 70 16.0",9.5" 4.5" 6.0"116.0-11.0 5.5" 3.0" 4.0" 100 10.5" 5.5" 2.5' 4.0" 7.5' 10.5" 5.5 2.5" 4.0" 7.5" 10.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK s � _ 4'MIN EDGE DISTANCE Spans 6' !i 5554 G Sns UD To -0" Spans UD To 8'-3• Spans UD To 12'-W' LOAD CONN TYPECONN TYPE CONN TYPE m O ANCHOR =�n (Pst) Cl C2 C3 C4 CS Cl 0-2 tl ' CA C5 C1 , C2 I C3 I C4 CS 5/16•ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"16.0"16.0-16.0"15.0"116.0".16.0-y 16.0"15.0- 9.0" 14.0-16.0- C 24/4"MIN.EMBED 53 16.0"16.0"16.0"16.0"'16.0"36.0-16.0"11.&,16.0"16.0"16.0"12-"1 7.5'• 12.0"16.0" 7� -_16 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- QQ , a 7016.0",16.0"11.5 16.0"16.0-16.0"12.5 B 0' 12.5"16.0-'16.0"12.0" 7.5" 12.0"16.0- " 100 16 0 12 0',7.S' 12.0"16.0-36.0"12.0 7.5" 12.0-16.0"16.0"12.0" 7.5" 12.0"16.0" 5/16•ELCO ULTRACOIN W/ 43 16.0"16.0-110-S"14.0"16.0-16.0"20.Y 6.5" 9.5•' 16.0"11.0" 5.5" 6.5 9.0" 2-1/4"MIN.EMBED S3 16.0-13.5!7.5 jII.V 16.0-14.0" 7.5" 7.S'113.5" 9.0" 6.5 RFFWKLPF III:W 6z 16.0-10.0- 6.0"!9.0" 16.0"13.0" s.s' 6.s" 9.0' � a9N6VmO 9.0" 5"6. 15-2339 5 E -�� 70 IS.0 8.0"'5.0" 8.0" I5.5' 9.5" 5.5" 7.0" 9.0" 6.5" �,.•.. _ 0. 9.0" S.5 6.5" 9.0" 5.5" 6.5 PAGE pEfotxmoh, O V _____ _ _2'MIN EDGE DISTANCE _ CI C2 tl C4 CS Cl 0-2 i C3 C4 CS Cl C2 Ttl G T s12 SMS W/2^EYEWALL -/3 16.0-16.0" 9.5 11.5"16.0-16.0-14.0- 6.0"!6.0•' 16.0-11.5" 7.5" 3.5 ARMOR INSERT W/2•EMBED 53 16.0-16.0 7.0" 9.0" 16.0"16.0- 9.5 1 4.5'1 6.5" 16.W'11.5 6.0"13.0" 4.5" B.S' - . C 62 16.0 13.0 5.5 7.5 16.0"11.5" 7.5" 3.5" S.5' 12.0"11.5" 6.0"1 3.0" 4.5" 8.5' ANCHOR NOTES:SEE SHEET ,I 6.5 3.0 1.5 9.0"111.5"!6.0" 3.0" 1.5 8.5 9 FOR ANCHOR NOTES. 100 11.5" 6.0"1 3.0•' 4.5" 8.5•'111.5"i6.0- 3.0" 4.5 6.5 11.5" 6.0" 3.0".4.5" 8.5