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HomeMy WebLinkAboutProduct Approval Property Information Building Information riY g Owner: Buro Wind Zone: 160 MPH. Address: 6724 Exposure Category: B Alheli Minimum Building Dimension: 24 ft. Ft Pierce,F134951 Mean Roof Height: 15 ft. Risk Category: lI 0 g Design Pre's'sur1e^Calculations Opening Location Device Device Device Max Positive n Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 117 86 7 28.4 -31.1 2 End 74 99 7 29.0 -36.6 3 Int 53 63 7 30.7 -33.5 4 Int 26 39 7 32.5 -35.2 -----._.... --— ----- ---- -- -. ....._..........------ - _.— -.—_................_— 5 Int 19 39 7 32.5 -35.2 6 Int 26 51 _ 7 32.5 -35.2 7 Int 26 51 7 32.5 -35.2 8 End 112 63 7 29.1 -36.8 9 Int 96 81 7 28.9 -31.7 10 End 72 81 7 29.5 -37.6 11 Int 53 39 7 31.7 -34.5 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 r Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eouiv EDuivi odf FL13757 R6 Eeuiv EDuiv2.odf FL13757 R6 Eabiv 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.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PEOD46549 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 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 Dwo2.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.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.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 Badt Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,emall 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 far official mmmunimtim 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: 0® e-'..> Credit Card r - 7 n WE- ' ' F SCIS Home Login 's, User Registration Hot Topics j Submit Surcharge i Stats&Facts t Publications FBC Staff i BCIS Site Map Links Search E Product Approval ir -USER:Public User r. ProduK Approval Menu>Product or Application Search>ApplicationList>Application Detail i r FL FL13757-R6 d 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 i 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. !J Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeol.odf FL13757 R6 COI Indeo2.odf 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 i FRANK /691E9 NM �iPr.F 2.874' ,PRO�CTIO874"M IES �`("N•"� •,..S 11 f7 0.115' =-u - ✓/ Y PE004 . - 0,062" 0.450' 0 0.060' -�: 6�q to- TY--j Sa O.125' 1.70841 = 0.100' f 1.830" 0.062" _R �i0.100" F4 -T- 1- 0.080" 0.063' r, -Q 0.1LL U 'a 2.820' �\"' STATC OF, 0,096' 0.070' ry 0.060" iv -�' 0.060" ,.� -0.062".+ 1 [C�.613�0-' 0.6300.63006 � 0.630. 0.0 . (ltNA'1 ;069-10.971" 0.971"� 0.143' rU 1111111 0.200' 0.062 0.200 . U 0 0° 0.06p I 0.630• 0.06" � 00.062 0.062 �.-' \ 1•' l�l�c 1 ^+ (J Sa<W O 1.069• SUPPORT LEG OPTIONAL }-1.069"y 0.200" 1.069"� 0.062" 00" W(� N J -5.745"M_ .745•MAX. 0.062" 5.745"MAX. OjW0JALL BUILD OUT WALL 3O STREAMLINE CEILING TRACK (4�STREAMLINE WALL TRACK O HEAVY HEADER SILL O LITE HEADER SILL 0 SCALE:HALF SIZE `� SCALE:HALF SIZE SCALE:HALF SIZE `�� SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE H O WHERE SHOWN,SCREW BOSSES 0 FELT GROVES AREOPTIONAL �^ ON ALL EXTRUSIONS '^ 0.874"1- 2.19-5" -2�I.605.551" I0r:.8i7'.5,` 2.1�9i5". }j 1.230'- 0 ��ssiii 6 S. -1.229- 0.709 .229" D.7 a s' ;I M1 ifi.• III- f. I -J 1.069' ry ;t..7__:I.�J /.„1 m o }i 0.105" £I "� f-'!-2.362"" _ 4.84" aT li L .831' rJ N ! A I ry I �'C_+T ., 4.510" N : ^ 1.069" '0.105• I in 3 e O,las" --j. L` I 0.075• I.� �I' 0.075• 0. �I o - �----4.510'L-'-,t •0.07 -_� i 0.994'1 cLf NOTE:TESTED THICKNESS OF a g 0.781" ---4.530' 3.506' BARE BARE METAL W/O PAINT IS 0.039' O SILL ADAPTER O EXTENDED SILL O EXTENDED SILL ADAPTOR O ADJUSTABLE SILL BOTTOM O 6.8 STREAMLINE SLAT/BLADE R 7 SILL 8 9 10 11 13 � SCALE.HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE!HALF 512E SCALE:HALF SIZE SCALE�HALF SIZE F+ � gq gdel 0.477 S�d2d� ea 0.143"aO.143" 00801.570' 0 510"0.590" 0.341' O6 0.070' rD.2450.096" 0A60'�L0.115" � i 0.080' 0.117" L4.753.7' R090"ry -0.096" 10 1-0.000` 0.682'E2...22- 0.630" 0.060" ;i-� �WM1tARfRNRLm7V1mFE 0693" 15-2339 NOTE:THICKNESS OF BARE �-- ---� {--F 0.420" - - METAL W/0 PAINT IS 0.039" 1.625" FA98 oBalmloRj 15 6.8 STREAMLINE STACK i6 RADIUS CEILING FIEADER/SILL 17 6.8 STARTER 1g WALL SILL CLIP 18b WALL SILL SCALE:HALF SIZE SCALE.MAL'SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE HALF SIZE 99 6.8 STREAMLINE SHUTTER GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING No PCO046541 CODE SIXTH EDITION III FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE AND THE INTERV ZONE ATIJAL BUILDING CODE((IBC)AND INTERNATIONAL RESIDENTIAL CODE IRC THIS SYSTEMMEETS MISSILE LEVEL"D"AN INCLUDES ESSENTIAL FACILITIES AS DEFINED IN UNLIMITED WIDTH AST E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. S ON STATE OF ..K/ 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE torrLOa wm DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE RE UIRE MENTS 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 PRESSURE CAPACITY VALUES LISTED HEREIN FOR A ASSEMBLY AS SHOWN. t 3 TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202 z Q03 AND ASTM El88%EI99yE33O. I I - 4: DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DI IDED Y A 1.5 SAFETY FACTOR. I S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE REDFORAL.LWIND ZONES, ONES IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE U VISS OPTIONAL PLAN VIEW CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. u 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. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESEOW FOR .19 DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. 2 5 WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED. S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. VIM 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 Or THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM ma M THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION' OFFICIAL MAY RE, IRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,S19NED,DATED AND RICAN -BOTTOM SEALED BY A SED ENGINEER OR REGISTERED ARCHITECTWHICHDETAIL AND JUSTIFY THE TRACK ,A DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL GRA TING HIS/HER APPROVAL. Lj LOCKING MECHANISM,SEE 13. EACH SHiffiER ASSEMBLY SHALL 13E PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES FORT LAUDERCIAL MISSILE LEVEL D-ASTM 2188 FEL1996&E330 TYPICAL ACCORDION TAS 201 202& Y3 rl"),SHUTTER ELEVATION FLORIDA PRODUCT'APPROVAL NUMBER TABLE 2"' N.T.S. EXTERIOR ELEV 14. ALL'EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,I.I.O.N.,WITH A MINIMUM Fy OF 25 15. INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS U.O.N.MINIMUM TENSILE STRENGTH OF 60 K.S.L, POP RIVETS SHALL BE 1/4-0 OR 3/16-0 5052 ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LACKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ 17. INTERCHANGED AS FIELD CONDITIONS REQUIRE. FACILITIES 18. -STACKING LOCATIONS.USE REMIABE ANCHORS, SHUTTER 20. SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 19. MOUNTING EXTRUSIONS MAY BE BENT 70 RM A CURVE WITH A MIN.RADIUS OF 10'. 2 2 2 0. COATING FINISH. :9 3WAaOVr: 30'ABOVE 15 30'ABOVE 21.21.1 2 1 BE PAINTED OR PLATED. GRADE GRADE G 30'ABOVE 2'. SHUTTER MAY BE INSTALLED WITM UP TO ADDITIONAL BLADES OF SLACK. RADS GRADE 23- SEALANT ON ANCHORS TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE, 72" 2-1/4" 1-618" 2.318, 1-518, _;NSTAL A ONS INSTALLATIONS ST T'VE >30'ABOVE A - 2 TABLE 1: E DI 3-5/6' 1-7/8 51 i N71� TABLE NOTES: 120- 1 . , j 2' ACCORDION SHUTTER 1, DESIGN PRESSURES SHOWN IN"ACCORDION 1 144" 1 4-718" 1 2. SHUTTER SPAN SCHEDULE*ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: SPAN SCHEDULE go I AT EACH RESPECTIVE SHUTTER SPAN, 1. 00:DEFINED AS MIAMI-DADE COUNTY AND RROWARD COUNTY FLORIDA. POSITIVE NEGATIVE z LINEAR INTERPOLATION BETWEEN SHUTTER 2. mmF DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DAUE COUNTY AND BROWARD COUNTY CW=fTMftLW#V= Mumma UE�swrd DESIGN SPANS IS NOT PERMITTED,FOR SPANS '3.NO SEPARATION FROM CLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN PRESSUREBETWEEN THOSE INDICATED ABOVE,THE ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER JEUF In., MINIMUM SPAN OF AT LEAST 30-. SPAR SMALL BE USED. 4, INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30-SHALL 72* IOD iou ES HAVE 2-7aMINIMUM SEPARATION FROM GLASS WHEN 15 3D'ABOVE GRADE AND 1-518'WHEN>30' TO 70 ABOVE G E. 5- LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS HOT IT PERMITTED,FOR"PANS b[TWEENTHOSE 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 144' 43 40 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM E1946-09.6%9. EXISTING MUST ALT.LEG DIRECTION 1,112x��RDOJ P.E. STRUCTURE 1/4"ALL POINTS SOLID SEF ANCHORS WITH 7/8"MIN .J/}•('•'`' EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM 12*MIN FROM EDGE OF ACCORDION -ROUND WINDOW //112 ?•'••• EDGE OF SHUTTER, SHUTTER OIADES ASSEMBLY J SPACING,AND 3'MINIMUM EDGE DISTANCE TOP OR BOTTOM I AX (2)6063-T6 ALUMINUM ? �, ANGLES PER BEAM END,SIZE 0 6549 :O �•-- 1/2' PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER - DESIGN SCHEDULE •: O N ccC EDGE OF ACCORDION Ll) ACCESS HOLE 1/4-20 MACHINE BOLT W/NUr @ �,O'•, E SHUTTER BLADES C3 .- 12"O.0 OR 1114 x 3/4"SMS 6"D.C. �S• pin TNa YPIM. i1-- I/2'MAX' 6 4 1 TJ 5 6 _ 3'MIN �' �?uic EDGE 3 16 2.875"0 HOLE(TO RECEIVE - DISTANCE MIN.GLASSt ppm ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION 13 o_ WN al MAXIMUM OF 3 WINDOWS R o ajj PER EVERY OTHER BLADE D00R-iI SAO_ N O S G� a 1 LIGHT-N-VIEW WINDOW = � Eo E l 1/2"MAX 1 e° W ,{ I- ~ 8 N.T.S. EXTERIOR ELEV DISTANCE=O rn T.IJ,m5 6 p p VJ 3 16 1/t•'IMAX.IRON PRJ GVIDE G TO BUSHIRG WASHER fTYP 1 - q o F! a 1/4-20 MACHINE BOLT W/NUT 0 w '`^w 1/2' ACCESS 12'O.0 OR,14 z 3/4'SMS 6'O.C. 2.875'0 HOLE TD .J-- I( HOLE TUBE PER W RECEIVE ROUND EMBED. I DESIGN SCHEDULE $$ WINDOW ASSEMBLY 1/2' (2)6063-T6 ALUMINUM -MAX. ANGLES PER BEAM END,SIZE 6 EXISTING --11-- PER SPAN TUBE SCHEDULE .�'Tq m d 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 w EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM F SPACING,AND 3'MINIMUM EDGE DISTABICE 0.032' 9 p 0,125" 0. 0.032" i 125' MAX.DESIGN LOAD=t 72 PSF S I SPAN TUBE SECTION m ;ggg{ 0.196" 8 N.T.S. VERT SECTION 2 9g" / \ SPAN TUBE SCHEDULE ' NUMBER OF Fr 1 - ALLOWABLE TUBE NUMBER OF MMIMUMANOIE d ANCHORS PER TUBE SHUTTER SPAN 7HRU410LT9 AN LENl90f 3 ROUND ____ _ _ _ _ -:F6 _p­ __ _ I -}• I Er s WINDOW 91LE SPAN TOP BOTTOM TOP BOITOM TOP BOTTOM TOP LBOfTOM gig E' ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE d v S / rL fi0" 123.8' 135.T-_ 2 _ 2-- 2 3 4' 7" 0.125' w 101.7' 11.4' 2 2--3 - 3 - - T i 7- �altada 123' BBS 8l..' 2 2 3 3 T 7" nos, �• 129.1" 167.0' 2 2 2 3 4' 98' 114.8' 12e,P 2 2 3� 3 T`_I 0.126- 123` 102.8' 109.8'• 2 2 4 -4 IO" 10' TRy I 60' 138.' 186.0' 2 2 3 3 T _7' r.1 X2.875" ` l }--F O.ISB" / I B1. Be" 122.7' W. 2 2 3 4 7' 10' p �� (63.250" 0,725' 123' 115.4` 137.5' 2 3 4 5 iP 13' � fC ' 80" 168.1' 240.0' 2 2 3 4 _7' 10'_ Q@ ( 2SA0'a -ef7' 14D�5'_ 22B.1F __?.__3 4 _ 8� 10' _7n• _ ' / 0.1870' 123' 1323' 203.1 3 4 - 5 7 13' 1B' LIGHT-N-VIEW WINDOW , \� [OPBaORBVMLB00YDOPE 29 N.T.S. 'SABIC PLASTICS SLX1431T-UL-94HB SPAN TUBE SCHEDULE NOTES: 4. us z'x3i X x "ANGLES FOR 2'x5"a 2"x6•BEAMS. 15-2339 2. USE 2'zS'xl/4"ANGLES FOR 2x8 &2 x10'BEAMS. yip _ 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAyA DITmaw M1. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR 1N COM0INATION W1 1 OTHER CONNECTION DETAILS.WHERE USED TOGtZT1ER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. 2 BLADE W/ ROUND WINDOW S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING A80VE ANO BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LiMfTATTONS(INCLUDING SPANS, ANCI10R5 ANGLES AND BOLTS),WITH THE SHUI7ER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE AFID BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O - . 11 IxK L eexx'V!rtE. MN GLASS Z 1 er4�.9i GLASS SEPARATION OR 00012 PER Tnvl F•2 13 o Go= GLASS OR F W N DOOR No P 00465 .•'d — +•..i; 7 a Z GLASS OR - rtTJ GLASS -*T• ' 0 W d u DOOR SEPARATION -� UI v�Jg•*_ x w N PER TABLE 2 A 'P n a ° HN CLASS W W ! STA I 1:1-W SEPARATION R I-m r A. �8 �pY Z~ PER BL TAE 2 H .3 ¢ W �0 I y] (� tow i AZO //„1)11 UU1uII•VQ �m 13 a w¢vUi 13 x z23 uQY. Eli �am� ya6Tt TYPE 28 J Lou'a RIEFERENCEI AINCHOR T_ �W 1/4”MAX FROM PIN GUIDE TU BUSHING WASHER(TYP I e vl SCHEDULE FSPA�j G __ a N LAG SCREWS TWO 1/4"0 00." 250 C4 CONNECTION TYPE / �• 250'• o W his W O C MAX WITH 2" REFERENCE ANCHOR / I� D THREADED PENETRA TION p SCHEDULE FOR MAX "T"INTO CENTER CIF 2X STUDS /aW• SPACING /o 1B 10 E "i• 14 SMS(0 MIDSPAN BETWEEN /w I• / /w ry STUDS FOR TRACK 70 1"x 4" EXISTING HOST STRUCTURE PLYWOOD R , x. TUBE / STUCCO FINISH 1••x 4"x,125" 6063-T6 ALUM.TUSEP O��DECORATIVE FLOOR TRACK DETAIL O WALL MOUNT SILL DETAIL m THIS DETATO BE USED WHEN STUD SPACING v SCALE:3"=1'-0" SCALE:3"=1'-0" K EXCEE05 T,,,—,L,,AX.ALLOWABLE ANCHOR SPACING. G66 U f O WALL MOUNT SECTION THIS DETAIL MAY o C (' SCALE:3 1'-v" ALSO BE USED AT TOP m FF� £ E �C ACCORDION SHUTTER W a o PER PRODUCf APPROVAL H o —GLASS r 0 HN GLASS OR DOOR _ 0 SEPARATION IA 0 PER TABLE2 n EXISTING WOOD(G=0.421 A APPLICABLE AT TOP Z TRUSS OR RAFTER 1 AND OR BOTTOM x `a - x a (0 24"MAX.O'C. 1-1/2.1-1/2" ry 2"OR3' Y N £ 0 EXISTING FINISH I I I [» MATERIAL �.� _ 1/4"rIAX FROM FIN GUIDE 2"x 5"x 1/B"6063-T6 1/2°MI N• TO BUSKING WASHER(TYP) ALUM.ANGLE L•//TIIREE it S 2"%3'x3p'xCONTIN000S OR '? IIfL •— -X2.175` 3 t6 1/1."TILE(TYPI 1/4"0 WOOD LAG ii w a_ 4 2'x2'x% CONTINUOUS I W�_z FINISH MATERIAL SCREWS WITH 2-3/4"6061-T6 ALUMINUM ANGLE 3/4"PLYw000 MINIMUM THREADEDPENETR "T"IN WOOD C`D S 60.9'MIN.THICK 6061-T6 ALUM TRACK X 1/4"0 A325 GRADE THRU BOLT La 7"O.0 EACH RAFTER OF TRUSS.ANGLE FASTENED 70 FASTENED TO ANGLE WITH I/4-20 OR 5/16"0 A325 GRADE.THRU BOLT(ln 11"0C. 24"O.0 MAX WHEREEXISTiNG3KSI CONCRETEMACHINE SCREWS AT 3'FROM ENDS GAL V_OR 5.5 ANGLE EXTENDS BEYOND AND 9'O.C.FOR THE BALANCE LAST TRUSS MORE THAN QJ cc e HOST STRUCTURE WITH EI v 1/4"0 ELCO ULTRACON TO CONCRETE/U4U 6", EXTEND ANGLE TO 3;"0 ELCO ULTRACONS A7 EXISTING CONCRETE HOST S"O.C.W/l-1/4"MIN.EMB. ¢ &g Tpi 3"FROM ENDS AND 4'O.C- 2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW LID 9"O.C.W/1-7/0" NEXT TRUSS. W iv D p gQ x�x Q •� FOR BALANCE WITH 1314` MIN.EriB. IM WOOD SG=0.4 2.TO 0.55 r O W 33 MIN EMBEOME-AND 234' MAX.DESIGN LOAD AT V-0"MAX SPAN: EXISTING CONCRE 1 E, m ffi R MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK DR L7 a LWRP7RRVIIILBOA001E STAGGERED WITH 3'MIN. MAX DESIGN LOAD AT 6'-0"MAX SPAN: W000 FRA MING.,SEE 2"Lx 5"x 1/B"CONT x z p Z I- SPACING,TYP. 52 P.S.F. Ala[HOR SCHEU. ALUM ANGLE 16063-T61 a a n 15-2339 pp BUILDOUT MOUNT STRUCTURE ON7YFE DF Y aN EoeeournvMl " HD SCALE.NTS IMAX.DESIGN LOAD x 72 P 5 F) PASS THRU DETAIL Hb SCALE!3"=V-0" ov TRUSS MOUNT SECTION C SCALE•3"=1'-0" . FR/UIK L65R4E9NNAR00.RE C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING Z SCHEDULE FOR-RAX STRUCTURE �� O> w^ R SPACING - 5"MAX. 1/4-20 MACHINE B06Y P' 1 GLASS war GLASS ui Cl CONNECTION TYPE Q': '•,Q�- OR DOOR--- REFERENCE ANCHOR 19 �W/NUT @ 12"O.0 ()RCC: NO OR DOOR �..U N F H w>? � 1}14 SMS Cx1 6"0 C N=a SCHEDULE FOR MAXMAX. q z MIN13 j _ SPACING t/2" ITYP TOP 8 BOTTB I�• ON; 13 [w 6 w GLASS N `• w '/2" r 1/4"-20 THRU BOLT W/ CLASS X N�^m EPARATION •Z U M F. w ��0 EPARATI < m N14 x 1/2"SMS fpl 12"O C PER L X Iu Z U COCK NUT 113 12"0 C OR PER E H r I- OR 3/16'•0 ALUM POP TABLE 7 E-/0, O o +g�R 66DJ moi.�C�sS• C ��, p§ 12 x 1/2'SMS @ 12"O.C.E.S. rABL[2 z I- RIVETS[c0 6"O.0 OR 7/4"0 OR 3/16"A ALUM.POP J= ALUM.POP RIVETS @ 12"O C. it RIVETS Cd 6"O.C. E.S. \ VI 11 AND 3 k1>u s q IR 1/W.-ALUM.POP RIVETS �' O O 1/4"MAX.FROM PIIN MN RATIO z� @ 12"O.C.C.S. -- 1/4"MAX.FROM PIN ASSEMBLY- FROM SEPARATION _ a Ip �� 1/2"TYP—GUICI O US NG �II{II�PER TABLE " F- tea' a2 O9 AND 10 GUIDE UBUSHING w -- WASHER ITYPI 1l - 7= Z� 8N9^ WASHER ITYP.I ttt111rrr111 S Zum N ASSEMBLY / 1/2" I/2"TYP EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR--II _ 4-m<Z p 1— g � BLOCK OR WOOD FRAMING EC1GE REFERENCE ANCHOR u X m a N dsl3 w / —C4 CONNECTION TYPE DIST SPACING1C FOR MAX E V N WO d g REFERENCE ANCHOR •1 / EUGE SCHEDULE FOR MAX Oil SPACING AS SHOWN w n/ to IN DIA OR API ON PG.9 p VI ! 5 OR GOP Gi 1! _ -C3 CONNECTION TYPE w a ' �O 6 ra REFERENCE ANCHOR EXISTING CONCRETE, 1/4'MAx.FROM PIEI SCHEDULE FOR MAX. BLOCK OR WOOD FRAMIIJG SPAC IIJG ALT FASTENER CI CONNECTION TYPE /2 GUIDE TO BUSHING \ LOCATION.FRONT AND REFERENCE ANCHOR l/2" WASHER ITYP.) / \ t/4'MANX FROM WITH ANCHORS NOT REO'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX // 19 Wn.� WITH THIS LOCATION SCALE 3"=1'-0" SPACING Be PIN GUIDE TO •5 CONNEC110N TYPE BUSHING WASHER REFERENCE ANCHOR OA INSIDE MOUNT SECTION IT SCHEDULE FOR MAX. " S YP.1 SCALE:3"=7'-0" EXISTING CONCRETE, SPACING BLOCK OR WOOD FRAMI EMBED 'Zm< INT" ___ Co BUILD OUT MOUNT SECTION EXISTING CONCRETE, SCALE•3-.1'-0" N TYP. BOTTOM - E r BLOCK OR WOOD FRAMING 13D p •E s EDGE DIST_ EXISTING NOTE:FOR DETAILS A.B.D.AND E ON THIS SHEET, .—C4 CONNECTION TYPE Si RUCTURE .� EMBED y THE BASE TRACK MAY BE INSTALLED IN SECTIONS W SCHEDULE ANCHOR 5 CON14EC AN TYPE HOR SS WITH 1/4"GAPS.PROVIDED THAT EACH SECTION HAS SCHEDULE FUR MAX REFERENCE ANCHOR S A MINIMUM OF TWO SETS OF ANCHORS AND IS A W EO E 5 6 MINIMUM OF 12"LONG.THE SILL OP.CEILING TRACK SPACING SCHEOLILF.FOR MAX USED WITH THE BASE TRACK MUST BE CONTINUOUS SP/�ACING OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2.. &RO m V � lJ - d GLASS J m SM.OR DOOR GLA55 MIN 13 w 012 r.1/2"SMS(u1 12" EPARA710 = x -, f.iU D 7 O.0 OR 3/16-0 ALUM. PER ut pNQ 13 oxodq �w70 POP RIVETS @6"OC TABLE XZ OZF- GLASS OR MIN.G(A Z=WW W w OR 1/4"0 ALUM.POP q R'4 DOOR p RA I In I-_o Tun Ql € `TRpj MIN GLASS 13 =x Lj i m RIVETS @ 12-Cl C. E Luai PER TABLE 2 SEPARATION In V O In q Q O L G o PERTA9LE7 L � �ANDI B� �114-10 S.S MACHINE 0 p 1/4"MAX FROM PINSCREW a 1NUT @ M ASSEMBLY 1/2„ 1/2' GUIDE TOBUSHINGq YP. WASHER(TYP,) lO 12"O C. GLASS M 1/�_MAX FROM PI1JGL DDDR FROM PIN '4 CUNNEC710N TYPE a 1/2'• GUBUSHINGX BUSHING O WASHER ITYP) S < REFERENCE ANCHOR E WASHER ITYP I EDGE OOIAppRppMEILpgKyBpPE Di 5 6, SCHEDULE FOR MAX / q EXISTING CONCRETE, DIST. t m SPACING AS SHOWN 2 CONNECTION TYPE H BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. - OR - SCHEDULE FOR MAX SPACING EACIWsalirmmt "x 3'x 1/4"CONT -- �.—'1-3 CONNECTION TYPE Nl2 x 1/2"SMS @ 12" SPACING ALT.FASTENER063-T6 AI.UFtANCiLE REFERENCE ANCHOR 0 C OR 3/16"0 ALUM LOCATION FRONT AND EXISTING CONCRETE,AY BE REVERSED1SCHEDULE FOR MAX POP RIVETS @ 6"O.C. BACK ANCHORS NOT REO'U BLOCK OR W000 FRAMIIJG SPACING OR 1/4•'0 ALUM POP WITH THIS LOCATION S SHOWN REVERSED 99 RIVETS @ 12oc. CFILING INSIDE MOUNT SECTION F WALL/BUILD OUT Op WALL MOUNT SECTION OE -� O SCALE:3'•=1'-0'• SCALE,3••-r-o•• SECTION SCALE 13"=1'-0" - RUNT(L DENNAR00,P. CI CONNECTION TYPE I�N�P9i7941i/%j�•'�.i REFERENCE ANCHOR EXISTING HOST / SCHEDULE FOR MAX. STRUCTURE SPACING AX. - i' CI CONNECTION TYPE T'I��477777 ��'�'QQQQQAAAA�� 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2,5 — W/NUT[0)12"O C OR / p / \ SCHEDULE FOR MAX 1/2" 014 SMS(01 6-0 C =�• SPACING ITYP.TOP&BOTTOM) -'u ALUM. TUBE 2FASTENERS 6063-T6 ALLOY �OR�OR } �T�•. ?AT O EACH ANGLE- SEE J9@LE...A FOR SIZE. A Tu f /�'`,'f wo OR 6J 2w '�� • I ALTERNATE 71 RU BOLT O 1•'x 2"x 1/B" I/ O qI 1'r2fl OR 2"x 2"x 1/B'. / CI CONNECTION TYPE ALUM ANGLE REFERENCE ANCHOR 61N.GLASSrsSPACIING E FOR MAX AER TABLESEPAPATIa213 r Z THREE 3/16"0 ALUM, ° /I i III GLASS xW� $POP RIVETS OR ° 17 � OR DOOR-- I n rTHREE 012 SMS,TYP 3/16"T ALUM.POP / \ 4=0: to 17 RIVET OR 012 SMS Lrw Ow "1 l7 (01 16"O.C.ITYP 1 ------- -/ A'q) SUR OR w D CI TABLE A(m) _ \ f -- D N O PRTSSURE VS ALLOWABLE LENGTH -- M OR — w p - MAY USE ALE � rr 2'z27<vB' 3N0�1f8' FEMALE LOCK-SLAT w O PSF No B/0 0 - ALTERNATE THP.0 BOLT 1/4" TO FROM PIN 61 130' 16B' 13 CS COIJNECTION TYPE CI CONNECTION TYPE GUIDE TO BUSHING 71 124' 119• TYPICAL CORNER CLOSURE DETAILS REFERENCE.ANCHOR REFERENCE ANCHOR :'--�' WASHER I7 YP.1 N> � b CC3 SCHEDULE FOR MAX SCHEDULE FOR MAX I' 19 1u if B2 119 ill' NTS SPACING 92 114' 165• 14,3/4" O lC 14 x3/�"SMS(nl 9"OC t) IN I10" 1b0'__ ANGLE TO TUBE CONNECTION G 2"x 2"x 125" 120 104" 147' TABLE 6(a:4) EXISTING HOST EMBED 6063-T6 ALUM TUBE 150 97* Llp STRUCTURE 2 BO' 119' ON TYPE PRESSURE VS AIIAWABLE LENG711Jg^_ EDGE DISTANCE REFERENCE TIANCHORy PSF WITN�O WITH 116" SPACON/CLE FOR MAX F 5C �� 62 117' 166" _ 3 FASTENER Is"O C. � Ca BUILD OUT MOUNT SECTION AL7LRNATE U ssT Cb 3 l2 IDT USE ANY ANCHOR SHOWN 101• 11T IN ANCHOR SCHEDULE). �� SCALE•3"=P-0" ?> B2� � 92 9S 139' °1 102 90" 13Y a 120 B3" 172' w ry 350 � h w ._.. �., wu rim — 2"x2"x -V 1:0 3/16 RIVET OR 1112 S4R'V 090"6063-T6 I•iN GLASS 13 ] w=O ALUM TUBE TYP �'x EPARATION •= Z u (ul 18"O.C. OR 1/4- F PEH TABLE -- N L O u1 w a NUI&BOLT ITY /16•'0 ALUM.PUP C•I a GLASS 2 X u 02-0 m g ALUM. TUBEET OR 012 SMS a rad OR DOOR a 6063-76 ALLOYm 1B"O.C.ITYP.) aSEE TABLE$FOR SIZE. 2"xS" v0" w FASTENERS x CONlIN0005ACH ANGLE ALUMINUMANGLE1'x 2"x 093"6063-T6 OPTIONAL ANGLE INSIDEALUM.ANGLE,TYPHREE 3116••-ALUM 17 ORIENTATION TYP. 17 0 5POP RIVETS OR HREE 0l2 SMS,TYP. ET Ex 2"x 1/e" 4 CONNECTION TYPE 1] OR 2"x 2"z'1/B" SCHEDULENCE FORCHOR MAX ALUM.ANGLE --USE MALE OR FEMALE SPACING DFINaBTNgML�fY101O PE LOCK-SLAT - --EXI571NG CONCRETE, 15^2339 13 13 BLOCK OR WOOD FRAMING DGL6 INSIDE SILL MOUNT SECTION F"EDES=^1O1t1 012 x 1/2"GALVANIZED (OUTSIDE) LE SCALE;3"z 1'-0" E OR 5.5 SMS,3/16"O ALUM SIDE CLOSURE OPTIONS f8i CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET.OR 1/+.-20- NIS MACHINE BOLT&NUT SCALE:3"=1•_0" (nl 16"O.0 i ANY ANCHOR PER ANCHOR EDGE DIST. SCHEDULE @ 18°O.C. EXISTING D15T. _ "•.7 GLAZING SEE END STRUT; - .: SCHEDULE FOR : NO E004 _ 9 A .ANGLE EMBED z n SPAN WHEN U�S�I*�G�[7 I1{{�0 20,403,40b V , LEG D RECITON II II /' / 1/4" OR 6.8 STAR N C EMBED. 17 RI 9; (INTERIOR) 17 IC !L--_ .____._ ••. y Gi 1i 17 __IMS• WITH 21 OR 25i. .. - MIN.0.062"THICK 6063-TG ALUM. e$ - r c — -- --- ANGLE 1°x 1"MIN.TO 2"x 5"MAX. + 21 25 /";" `µ L EDGE}I- 30 (ANGIP LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ 7j 1 I TL71 lyj V oyST, B ANY ANCHOR PER ANCHOR (2 #10x1'SCREWS AT �a a. SCHEDULE @ 1B"O.C. CORNER,TOP 8,BOTTOM;AND UL Sya til ATTACH TO 6.0 STARTER W/ m 13 13 13 13) 012 x 1/2"GALVANIZED OR S.S.SMS, S.S.SMS,3/1.6'0 ALUM.POP 2"GALVANIZED OR w 9 ' 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE 6.80"(TYP.1_ 3� USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT B NUT 18"D.C. ALTERNATE END STRIP DETAIL BOLT&NOT IB"O.C. 3 (EXTERIOR) 5116-I8 UMB SCREW INTO THREADED WITH 6.8 SIARIER AND ANGLE mw m • INSERT(370 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0'• ANY TRACK W/ O FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. �IiI W H TYPICAL PLAN VIEW HOLE SHALL BE 3/6'MAX WIDTH,UP TO PSF BP SCALE 3"=1'-0" 1"HEIGHT. 1•11rO I2_T-1 02 DB_ AF 94' USE(11 GRASS PUSH LOCK TD 132 875 80 l 82 95' SEE END STR1P OR It)5/16-18 THUMB LOCKING DETAILS FOR 2"&0(3.7') SCREW 01)7HREADEO CENTER MATES � ® a INSERT 77 A77/35PAN t _ SCHEDULE FOR MAX. yN=9 Ya TO 2/3 'P'AN FROM SHOWN ON RANDOM 2 SPAN WHEN USING BOTTOM OF SHUTTER 30 30 13 DETAILS 3°8!0®(4.7') 6 79" 20,40a,40b OR 40c, F m RECEIVING HOLE SHALL BE 7 D, om 3/8"MAX WIDTH,UP TO 1/d" OR 6.B STARTER N 1"HEIGHT, 3D ALT.1•BIO_82_ 0' /U(, WITH 21 OR 25. zo 112 75 nn 0 a0 USE TER STRI 7 g a 132 75' .�Sa. ��jIJl11 STARTER STRIP E Ly m f _ _.... 1.6'A3' S 83' y 0 20 PROVIDE CLOSURE A0.033' FOR 5 u1 13 8- � OUILOING CONDIDONS. 3 23 21 80 3 FASTEN S7ARIER STRIP (INSIDE) D 76 TO TRACK W/(2)fltOxt" v SCREWS AT CORNER,TOP Ro.1zs' 2 12� ALTERNATE END STRIP DETAIL SCALE 3" S BOTTOM I 1'-0^ ANY TRACK W/SCREW = 13 I < I 25 60 18" BUSSES. w 0�� 0 111" , zq� i W I' 4 FOR GREATER SPANS OR LOADS THAN Q SILL W MID—IN END STRIP SCHEDULE,END @ ag (n O STRIPS REQUIRE A I"xl".D90•CUP ANGLE Sa5 = T- jn MID SPAIN SPA NUSINGANYaNOIORONTIIE EXISTING GLASS Q Z AN NEWIEl.Il4R7/4'ltl: SOIEN OR 214.20 00LTTD END SITUP. tl CK ad¢�� USE 111 BRASS PUSH LOCK arm OR 1111158 6-18 PUSH (INSIDE) £ OR 1115/76-18 THUMB 3U 13 ��a SCREWI OTHREADED SILLS OOH& ( SCREW 1N.�O THREADED INSERT (N3.7�)AT 1J3 SPAN 1 E I INSERT U71 AT 1/3 SPAN 0.es TO 2/3 ST+'AN FROM C1 TO 2/3 S AN FROM =il,q BOTTOM OF SHUTTER Q BOTTOM OF SHUTTER (OUTSIDE) RECEIVING HOLE SHALL RE _ d V8"MAX WIDTH,UP T / s HEIGHT. 23 e OTYPICAL OUTSIDE CORNER CLOSURE _ —._ _ 5 30 �rP CC1 DETAILS WO/CORNER POST NO NTS 13 30 COPW FVMLWWA=1 13 31 2 75 1� 23 (OUTSIDE) 15-2339 SR 1. USE BOX 1 AT 1/3 RAGl9[fOITIRg1T SPAI4 TO 2/33 SPSPAM FROM BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE �F8 ¶y CC2 DETAILS WO/CORNER POST E) � MULTIPLE SHUTTER ASSEMBLY 7 14T5 Y � SCALE..3"=V-0" AI i Eula f�_"fl I I _ ' FRANK BENNA600 P.E. 1111111111/7 I P1M049 •tr,"�:•v 0.610" STAINLESS STEEL 280"�" }I NYLON WASHER OR 0-- t _ .480• ALUMINUM I-}- ASSEMBLY I 0.357' 0.320"O HOLE 0.50" � k•%� NO F® 0.276' b pFp� �n N W N S10 x 2-3/4"410 Hi S.S. _A bs4 O.B80 NYLON «u o 0 0,120 0 INSERTS SCREW W/TC VLTRACDTE �-• 0.591" _ 0.05 WHEEL F0.120' INTO COATING --TI o N TRACK (TYP TOP 9 BOTTOM) ,.I 0.062-- TRACK _L -_ 1.100"-f 240' .. - '�JI.'•"1tgr�op ~mm 8s s .•D w $ NYLON BUSHING W/WASHER: L---• % / ?Ipq LIC PI$ �i N TVP.AT EVERY OTHER 0.750• 7/16"¢x 1/2'@ INTERIOR JOINT TOP 0.154- I-0.137' �N �- INSIDE JOINT AT TOP. O.B70" 7/16"0x1"®I INTERIOR JOINT BOTTOM �7,,'qC ENGN1 YIJ� tm 5'MAX.MAx. � CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 711 I I I 111111 7W oy�._S )g ANGLE HOUSING-ZINC DICAST,POWDER COATED K< ` Z 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT ('a ,�Q� SCALE HALF SIZE SCALE+HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE HALF SIZC SCALE:HALF SIZE z �w9 OR KEYMUMB TURN OPERATED INSIDE. N HO,z50• 23 BRASS PUSH LOCK SCALE:HALF SIZE Nye yFFi g 0.500 t ' 21..fi1203'^ .m• b pR0.155" 4.000• 0. --1.742 0.286" RO.500" 0.623' --1.710" 1.224- w 0267 0" 0.09D" 0.319 0.531" 0.531" 0.79 r " 0-.1t2- '26 0.06 2.250" 0.09 0.601-771 ' 0.607' 0.2$0' fo' N40224" m0.118^ " D.239f y I 1 0.060" 0.496" 0.240" :�' •+•+-T •+^I °• 2.000"---'t Da,r 1.758" 27 RAINGUARD 2g DECORATIVE FLOOR TRACK 3.476"-- 1 3 1 r SCALE:HALF SIZE SCALE HALF SIZE 0.160" 0.222"1.001 O,-,0.062' 0.0.04062^ -0.176' 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER SCALE:HALF SIZE SCALE hIALF SIZE SCALE-HALF SIZE. C -4-0.062• o g (--5.500'x 13116"WIDE- 7/16"0 STAINLESS 'A � F•167' STEEL NUT t-} 1- o I f.py 11161-0 0 ° 0.125' - ^Iy - 0. 0.438" 0.188" 5/16-18x1 MACHINE SCREW TYR INTERNAL STAINLESS STEEL �I: °,.j 0.121" F -X4.500• F-t 0.689" POWDER COATED,ZINC DIE-CAST THREAD SS SECTION A HEAD STYLE VARIES G: DELTA MOUEL 2012 r 3g T-LOCK ADAPTER 3'/ T-SCREW INSERT 38 THUMB SCREW 1;o50•� @@ INDUSTRIAL SYSTEMS (OPTIONAL) SCALE.FULL SIZE O SCALE:FULL SIZE .254• 4U0 4Ob 'I GC €S /" 35 BOX LOCK SCALE:HALF SIZE 'II 0.319 END STRIP 1" 149411 �9 SCALE,HALF SIZE �•Z.0011" -TY0.125 � 2" & 3" EXT ' 1.625" }--1.500"-{ 0.125' SCALE: HALF SIZE 0.0$0' 0.093 7 0.175" 0.085" a o -0.125' NIF&WF1WKLNNWWPB 0.250" N 0.085" S- 0.093" m t15-23397.DOD" --+ ALT, 1" ENU STRIP 21 1.5'x3"x0.093" ANGLE 25 2"xY 0.125" ANGLE 392X7 ANGLE SCALE+HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZESCALE+HALF SIZE ANCHOR SCHEDULE., CONCRETE FIMM LBERN a1-1 --- lilt �pE0046149 2,5"MIN EDGE DISTANCE \1��� -^•'I} C Spans Up Tn 6'-0" Spens Up To 813" Spans Up To 12••0" :.... LOAD OpC ANCHOR (psO CONN TYPE CONN TYPE CONN TYPE x G Cl G2 C3 C4 I CS CL I CZ C3 C4 CS Cl C2 I C3 I C4 CS �''• No PE004 1/4•ITW TAPCON OR ELCO 43 •'15 16.0"16.0 .0.16.0'•16.0"16.0"16.0" 9.0" 13.0" .0"16 16.0" 9,5"15.5" 9.5"11.4.5- Z* ULTRACON WITH L-314- -S3 16.0"1670"t05"24.5'16.0"38.0.12.0" 7.D" 50.5"26,0"15.0" 7.S' �_5'• 7.5" _ EMBED(3192pd MIN CONC) 62•IS V,16,0" B.5" 12.3"16.0"16.0" 9.5" 5.5" 8.5" 15.0"15.0" 7,S" 4.5" 7,5" 1020.5"5` `• * 43 p T"1 70 26.0"1370" 7.0" 11.0"26.0"15.5" D.0" S.p" 7.5' 11.5"SSA"7,S" 4.5" 4.5'"20.5" z Qr+; " - _ 7 r%COMBINATIO1j C}�-. STATED 1p0 19.0" 7,5" 4.5" 7.5"Lo 15.0" 7.5" 4.5'• 7.5" ID.S"15.0"7.SS^ 4.S" 7,5" 10.5" 2 5 ITYP. T M 9 r t0 COMBINATICK- I/4'MILI.ENTUM MIL(fA5T 43_16.6 160"15.0'16.0"16.0"16.0"360" 9.0" 13.5"56.0"ifi.0" B.5" 5.5" 9.b" 13.5" r�ts '•.<ORICI (Rt Iyy� WITH 1.3/4'EMBED(7275ps1 53 18.0"16.0"11.0"15.0"16.0"16.0"13.0" 7.0" 10.5"16.0"13.5" 7,0" 4.5" 7,5" 9,5" MSN CONCRETE) 82 18.0"15.4"B.5"23.0"18.0"16.0" 8.5' S.S" RO" 13.5"13_5" 7.0" 4.5' 7�5" 9.b" O 7NAL1 U=VX " 70 10.0"12.0" 7.0" 11.0"t6.0"14.0" LO" 4.5" B.0" 10.5"13.5" 7.0'' 4,5" 7,5" 9,6" rn x • _ 390 13.5" 7.B" 4.5" 7.5' 9.5" 13.5" 7.0" 4.5" 7.5" 9.5"33.5" 7.0" 70,5" 7.5" 9,5" I - 1/4•ELCO CRETELEX SS4 43 30.0 28.0 16.0"16"0"16.0"16.0"36.0"13.5'26.0"36.6"16.6"iL5" 8.0" SIA"26.0" L4 W/2'EMBED(335Dp1I MIN 53 16.0"16.0•'16.0"16.0"16.0"1.6.0"16.0"10.0"SS.S"'I6.p"16.0"SO,p" 6.5" 11.0"1q,0" I x S ITYP.I X x 5 TYP.) ry zi CONC) 62 1660"16.0"12.5"I6.0'•16.0"16.6"12.5' B.0" 23.0"26.0"36.0 SO.p" 6�5" 12.0"14.0" Ay, I)=3mv1'3. �70 10.0"1601 10.5"16.0_'16.0"16_0"30.5_' 7.0" 11.5']S,p"16.0"10.0" 6,S" 11,0"145_0" /J"�1 200 36.0"10.0" 6.5"31.0"24.0"18.0"10.6" 6.5"11101 14.0"i6.p"20.0•' fi.5" 22.0"24.0" UI 1'MIN EDGE DISTANCE -•- -- ---- ........ ...___� NOTE "S"INDICATES ANCHOR SCHEDULE SPACING %D CI C2 C3 C4 CS Ci C2 C3 to CS C; 17.5" C3 C9 CS 1/4'ITW TAPCON OR ELCO 43 16.0"16.0" 7.5" 8.0" 16.0"16.0"16.0" 5.0" 5.5" 16.0"116.0" " 3.p" 4.0" 14.0" SPACING DIAGRAM FUR C2 & C4 CONNECTLON TYPE; ULTT+ACON WITH 1-3J4" 53 Z6.0"t6.0" 5.5" 6.5" 16.0"16.0"12.0" 4.4" 18.0"14.5" •' 10.0" C2 CONNECTION TYPE USING PIECE WITH OUTSIDE p EMBED(3192ps1 MIN CONC) 62-16.0"15S" 4:5" 5.5• 16.0.'16.0" 9_6" 4.0" 24.S"14.5" " 10.0" ANCHORS ONO Y q�$$ - C4 CONplECT/ON TYPE USING PIECE t�WITH e` 70 16.0"1X.5" 4,0" S.0" 16.0"15.0" 7,5' '11.0"14S" " 10_0" OUTSIDE A14CHURS ONLY _ _ ZO0 19.5" 7.5" 10.0"34.5" 7.5" 30.0"24.5' 10.0" 1/4"MIIENIUM ,0"18.0"11.0"13.5"16.0"16.0"13.0 6.5" 9_S" 16.0"13.0" " 4,q" 6_S"WITH 1.3/4•EMBED(3275pst 53 16.D_IB.U' B.0" 1201 18.0"I6.8"9.D" S.0"" ZS" 15.0"30.5" •' S.5" 7.5" ANCHOR NOTES: w'3 1 MIN CONCRETE) 62 16.0"11.5"8,0" 9.ff' 16.0"13.5" 7.0" 4.0"6.S" 11.0"10.5" 5.5" 5.5" 7,5' p; 70 16.0" 9.5" 5.5" 670" 160"2t,5` 5.5" ,SS" 8.5" 10.5" 5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ~ C Imo" 100 30,5" 5.5" S.S' 7.5^ 10.-1 'MI S.5" CE lo.S" 5.5" 5.5" 7.5'• ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 1• 4'MIN EDGE OIs. 7.5 LIMITED TO 71105E SHOWN IN TABLE 1(P3 1). = 114•ALL-POIN15 SDUD-SET - - O °u ANCHOR W!7/8'EMBED& Cl C2 C3 C4 CS Ci cz C3 Cq CS CY cx C3 C4 C5 2. ENTER ANCHO11-5 CHEDULE BASED ON THE EXISTING STRUCTURE MA7'ERtAL, Zm !/4-2055 MACHINE SCREW 43 18.0"16,0' B.5" 10.5"16.0"16.0"12.0_ 5.5" 7.5" 16.0•"12,5" 6.5" 3.0" 570" 10.0" jr ANCHOR AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER T7{AN 00. " _ EQUAL70 NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3000pat MIN COHC) _53 16.0"35.0" 6.5" B.P' 16.0"16.0" B.5" 4.D•' 6.0" 15.5"10.0"5.0" 4.0" 7,0" TNHAAN OR EOUAC TO SHUTTER SPAN- 62 16.0"31.0" 5.0" 7.0" 16.0"ILS 6.5" 3.5" 5.0" 10.0"10.0" S.O. 4.b" 7.0" E s� TD 76.0" 9,0" 4.5" 6.11' 16.0"10.5" 5S" 3.D" 4.0" 8.0" 10.0" 5.0" 4,0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. .� t00 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.D" 7.0" 10.0" 9.0" 4.0" EO" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE o s 3"MIN EDGE DISTANCE _ BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 1j4'ALL-POINTS SOUD-SET ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE °• g ANCHOR W/7/B•EMBED 8. Cl C2 I C3 I C4 I CS I CI I C2 I C3 I C4 I CS CI C2 C.2 CA CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF S! 1)4-20 SS MACHINE SCREW 43 16,0"16.0"56.0"16.0"16.0"Isa,16.0"IIS"16.0"16.0"16.0"17.0" 7.0" 11.0"16,0" CONNECTION TYPE. (3000p11 MIN CONC) _S3 16.0"16.0"i3.5'14.0"16.0"16.0"14.0" @.5" 13.5'16u0"I6.0" 8.5" 'S,5' 9,S"12,0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE A 62 16.0"26.0"20.5"16.0"16,0"16.0"130" 7.0" 11.0"16.0"16.0" 8.5" 5.5" 9,5" 120• ONLY. 54a�{,] 70 16.0"15.0" 9.D" 14.0-116.0"116.0-19.ff• Ila- ma-113.w.L6.0",8.5" 5.5" 9.5" 12.0" IDD 16.0"18.5" 5.5"19.5"112,0115.0"1 15.0" 0.5' 5.5" 9.5' 12.0"16.0" B.5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 2-5/8'MIN EDGE DISTANCE IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4•POWERS SS DROP-IN _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/114.20 S5 BOLT AND Cl C2XC4. CS CI C2 C3 C4 CS Cl CZ C3 C4 G5 FINISHES,1•EMBLT)(3004psiMIN 43 16.0"16.0" 16.0"26.0" ' " " " " " " ", 7. WHERE EXISTING STRUCTURE IS WOOQ FRAMING,WQODD FRAMING CONDITIONSCONC) S3 16.0"16,0" 16.0"16.0" 9.5" 6,0" 30.0"16.0"1.1,5" fi.0" 4:6" ).p" 80" MEMBEMRSE'NOT PLY�1YOOp FASTENIN TO PLY�VlOOOO ISUACCFPTpB01•E ONLY FGOR ��~ 112.5" 16,0"14.5' 7.S' SA' 8.5" 12.5"31.5"6.0' 4.0" T.0" 8.0"."1D;01G.0"12.0" 6.0" 4.0" 7.5" 9.0" ES" 6.0" 4.0" 7•q" 8.0SIDE CLO�URE PIECES.100 11.5" 6.0" 870" HIS' S.0" 4.0" 7.0" BA" 32S' 6.D" 4.0" 7.0" 0.0" 8. WHERE(AG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 1/4'POWERS 55 DROP-IN -1J2'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2'X 4" MLN.}WOOD STUD.314` EDGE DISTANCE IS ACCEHTI'ABLE FOR WOOD FRAMING. HAG SCREWS SHALL d s/ i e W(i(4.2q SS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 Cif C5 Cl C2 C3 C4 CS HAVE PHII.UP5 PAN NEM OR NEX HEAD. 1"EMBED(3000psi MLN 43 16,0"26,0"15.51,15.0"26.0"36.0"14.51 9_0" 13.5"16.0"25,5" 7.5" S.0" 4.0" iZ0' 9. MACHIN SCREWS SHALL AV MINIMUM OF 1/"ENGAGEMENT OF THREADS IN g 6 A CONC) 53 185"16.0"10_5"150"16.0"16.0"15,01 N "16.0 I2.0" 6.0" 4.0" 7.5" B.S, g �- BAE ANCHOR AND MAY HAVE ELTHER A PAN HEAb,TRU55 HEAD,OR WAFER6X .5"t60"IS,O"�8.0" 32.0"I2.0" 6,0" 4.0" 7.5" 8.5'"" •.70-16.0"1q.S' 7.0_' t1,0"36.0"12.5" 6.5" " 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" HFM(SIDEWALK BOLT),U.O.N. 100 12.0" 6.0" 4.I 7S' 0.5" 120'• 6.4" " &5" 22.0" 5,0" 4.ff' 7,5" 8.5" 0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. __.._ __-,•_ 2•MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, RIZ SMS W/2"EYEWAU- C2 C2 C3 C4 C5 Ci C2 C3 CA CO.Ci C2 G3 Cq C5 NUT OR WASHER WINGNUT. ARMOR INSERT W/2"EMBED 43 16.0"16.0"111.911 14.0"16.0"16.0"16.0" 7.5" 10.0"16.0"16.0"9.0" 4.5" 6.5" 17.5' aXpvttRlAVIO�6vwpL (2000p41 MIN CONC) 53_16.0916.0"10.5" 2LU"160"160"YS.S' S.S' 8.0" 16.0"1470" 7.0' 3.5' 5,5" 10.0" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, 15-2339 62 160"35,01 7.0" 4.5" 16.0"16.0" 9.0'• 4.9• 6.5' 24.0"114.0-17.0' 3.5" 5.5" 10,0" 2Z WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT 8E USED T4 OCtlif _ 70 16.0"12,0" 6.0 9.D" t6.0"14.5' 7,S' 4.0" 6 0" 10.5"14,0" 7.01 3.5" 5.5" 10.0" DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL r,ue oEsnxrnas, " 3_5" 5.5" 10:0"14.0" 7.0" 3.5•' S. 50.0"24.0" 7.0" 3.5" 5.5" 20.6" CONCRETE SCREWS TO HOLLOW BLOCK ( 012 SMS W/2.75•EYEWAIL 43_ i6A" 19.On 16.011 -11_5"B4Oa' ARMOR INSERT W12.5' 53 28.0"it6.4"SLB"k 6r 16.0"1670"15,0"7,5' 13,0"16.0' 36.0- 6.0.; 6 0" 5.ff EMBED(200Dpsl MW CONC) 62-16..6"16.0" 9.5" 13.5"16.0"16.0"11.5. 6.5" 9.5" 16.0"I6.D" 9.0" 5. 17,0" 70 20.0'16.0" B.D" 11.5"16.0 16.0 9.5" 5.5 @S' 14.0"16.5" 9.0"• 5. 13.0" ! 100 16.0" 4,0" 5.0" 8.0" 23.0"26.0" 9.0" 5.D' B.0" 13.0"16.p" 9.6" S. I3.0" � • . . JA I aEM MR • '�u..1 . ' EMBED(2899pal MIN LEMUR ENO ®®® • , S MEN �O9®NOE•M////////F 9 A9 _114-EMBED mo�m , lowgrg.���ai.� m�MEN, /i .per :. s .......,.....,. Efl'ff//%i%/////�////%/y/��//.l D////���'./l�//.I/�iY.l9,'///%/'//�•'//////1////////%////%%//// %% �,G.%%��j®%�%//�����/���1 3. KNI%�%%D�.%f%///O%O mm woman iNg 10 BOB iiyiaaam��iaaiaiiiaaia� •' aa� • ' ai/ �mo©mmm©mommmmm©m©om©m©oo©mmmm© ������ CIA Mw NO 0004 WIN,MR Mum loll ®iiia�a �mmmmmmmgg MWI ®mo©om o %/ �op %//%///////� I/III/ �• %% ®y///FMI MOM/ F��%/%/�G,%%/%iFEa %/j ��77 � %/. •.. . 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK FR�NKL ALNRm=PE' 111111!! �(fDp40549 Y'1'4.c 2222 2'MIN EDGE DISTANCE LOAD Spans Up To 6'-D" Spans UP_o e'•3" Spans U 0 12'AO'� 1,IC ' tri CONN TYPE CONN TIDE CONN TYPE x ANCHOR (ps� Cl C2 1 C3 I C4 I C5 ClI C2 tl 1 C4 C5 Cl C2 C3 I C4 C5 J{ 012 SMS W/2'EYEWALL 43 36.0"X6A" 7.5" 4.0" 4.0" 7.0" p�6D465{ = tS ARMOR INSERT Wj 1-1j4" 53 16.0"10.5" S,0'• 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.0"7.0" 3.S' _3.S' S.p"' _•i} - '�' EMBED 62 }4.0'r 7.5"4.0"-6.0" 14S"9 0 4 S ".0"7.Oa�7-0" 3.5 P 3.5" 5.0° -,ZS *-o r/ 6A' 3.5"TS" i2.St 7S"-3.5" 3.5"S,Sa'7.0" 3.5"' 5.07 .1\ STATE OF W 14 100 7.0" 3.5" 3.5"'S.0" 7.0" 3.5" 3.5"-5.0" 7.0" 3S" 3.5" S.F. i'��S•�.<OglDt U tu f 1 E ANCHOR SCHEDULE: WOOD (G=0.55) �� 1tu"' 3/4"MLN EDGE DISTANCE '7Yt3111iiiT1 2� aOjUit tt , F LOAD Spans UP To b'-0" Spans UOTO 8'-3" Spans Uo To2'- 30" - z yS L p�j g O 4 3 ANCHOR CONN TYPE CONN TYPE CONN TYPE oM s (Psn Ci C2 C3 C4 CS Cl C2 C3C4 CS Cl C2 tl C4 CS w 1/4'LAG SCREW WITH 1-3/4 43 16.fY'16.0"53.5"}2.5"16.0"L6A"I6.0" 7.5" 9.0" 16.0"16.0„14,5"I 4.5'1 6.0" 18.0" w"4 � MIN THREAD PENETRATION 53 L6,0"160" B.5" }0.0"16.0"16,0"16.0" 6;0" 7.0" 16.0" 24.o 62 26.0"15. -7. 0"145S.D" 6.6" 1.0" ."11. "5.4"`_15.0" O W G L6.0"Y6:0"12.5" 4_0" 5�5" 1_0_„' " " " 6.0"100 16.0'=115"4.0" S.0" 15.0"26.0"11.5' 4.0" 5.0" 16.0•'36.9"11. ` 5.0" 16.0" a CI umi 7/16'WOOD BUSHING WITH 43 16.01,16.0"0_.0" 10.0" 1.13'MIN EMBED B,1/4-20 53 16.0"10.5" S,5" 8.011 15.0 llv0" 6.0" 3,5" 5.5" 11.01' 7.01, 315" 4.0" 5.0'T tgrl IS MACHINE SCREW 62 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0' 7.0" 3.5" oD ,Lmm� 70 12.0 8.0 3.5" 5.5.12S",7.5" 3:5" 4.0'" 5_5" 7.0" 3.5" 4.0" 5.0" !!''������00 1DO 1.0" 3.5" 4.0" 5.0" 7.0"3.5" 4.0'4' S.0' 7.0"Z-54.0" 5.0" y, '> 4114 SMS OR 114 WOOD A3 16.0"160"12.5'Y4.5"1620"16.0"16.0" B__D" 10.0"160"16.0" 7.0" 16.0"SCREW WITH 1-3/4"MSN 53 16.0"15 0" 9�V 1Y.5"16.0"16.0"I5.0" 6.0" 8.0" 16:0"L6.D" 5.5" 13.p" wTHREAD PENETRATION 62 16.0"16.0" 75" 9.5" L60'160"13 5 5.0' 7.0" 16.0"16.0" ' 13,0"70 160'•16.0" 6." 8.5"16.0'16.0.10.0" 4.5" 5.0" 24.0"16.0"100 16.0" 9.5" 4.0" 5.5' 13.0"16.0" 9.5" 40" 55" 130"160" ANCHOR SCHEDULE: WOOD (G-0.42) zg 3/4-MIN EDGE DISTANCE g Y WAD ¢pans Up Tp 6�0" • 5pan8 Up To 8'-3" Soap UP Tp 12�t r LyD Li ANCHOR CONN TYPE CONN TYPE CONNTYPE 4}3} x (DSI CI C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS 1/4'LAG SCREW WITH 1-3j4 43 1601116.0"19.011 10.0"16.0"16.0"16.0" 5.5" 7.0" 16.9"}6.01' 9,511 3.5" 4.5'15.6" MIN THREAD PENETRATION 53 16.0"16-0"16.5" 8.0"116.0"116.0"12.S' 4.5" 5.5" 16.0"15A" 7.5" 3.0" 4.0--1 i-ILO" 62 X6.0"I6A" 5,5" 6.5" 16,0"16.0" 9,5" 3.5" 5.0" 15.0"L5.O" 7S" 3.0" 4.0''!110" TO 26.0"13_5"4,5" 6.0" 26.0"36.0" 8.ti" 3_0" 4.0" 1L5"15.0 7.5" 3.0" 4y0" 1.0" g 100 L5�0" 7.5" 3.0" 4�0" 110"15_U" 7.5" 3.0" 4.0i1 11.0'T 35.0" 7.5" 3.0" 40-i-,IL" p a145MS OR:414 WOOD 43 16.0"15.0" B.5" 36.5'A6.0"36.0"}2.5" 5.5" 7.0" 16.0"}3.0" 6.5" 3,5" THREAD ENETRABONSCREW WITH 1-3/4' IN 53 3G.0'16.0" fi.5" 8.0" 16.0"16.9". S. 4.0" 5.5" 16.0"10.5" 5:5" 2.5" 9.0" 7.5" 62 l6.ti"lYS" S.D" 7.tY' 15.4"13.0" b,5" 3.S' 5.0" 10.5"Y05" 5.5" 2.5" 4.0" 7.5". $ " _70 16`0"0_.5" 5.5" 3.D" 4.0" 0.0" 10_5'; 5.5"- 2.5" 4.0" 7.5"_ 100 X0.5"5.S' 2.5" 4A" 7.5" 20.5" 5.S" 2S" 4A" 7.5" 10.5' S.5" 2.5" 4.0" 7.S" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK a - # 4"MIN EDGE DISTANCE LOAD Suns Uo To 6_-=0"CONN TYPE �Spaps UG To 8'-3" Soans CONNTY Y PE 22'•0" ANCHOR (Ps@ N Cl C2 C3C4 CS CONNTYPE C1� C2 tl ( C4 CS Cl I C2 I C3 C{ CS Res 5/16'ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"15.01,16.0'36.0"15.0"16.0"16.0"16.0"15.0" 9.0" 19.p" rb 2-1/4-MIN.EMBED S3 16.0"16.0"160"IG.O"!62,20"16___0"16.0"}!.0"3fi.0"Sb_0"16_ 6"12.0" 7.5" iL0" 62 16_0"16,0"1A0"16.0"36;0"16:0'15.0" 9.O,r' 14.9"16.0" 66.0",i2y0" R �70!6A"16.0"11.5"16.0'16.0"16A'1L5"B.0" 12.5"16.0"16.0":12.0" 7.5" 12.0-I'll.0" ! _100 35.0_12.0"j 7.5" R. 16.92.16 T 12_0" 7.5" 12.D'16.0"I6__D"}2.0" 7.5" }2.0"16.p" 5/16'ELCO ULTRACON W/ 43 16.0"16,01,10.5"14.0"16.0"16.0"SO.S' 6.5" 9.5" 15.01,11.9"�5.5" KS9 � ������ P 2-Ij9'MIN.EMBED 7SS.513.5" 53 36.6"13.5 14.0 7. - dittA4}CLiRW0td6 " 5."010 5 6.5" 90" " 70" 6S, 15-2339 5� 100 9.0" S' 6615 n C1a x O'$ 2MIN EDGE DISTANCE PSR1_-4iA4LJ1 " CS C2 C3 C4 6 CS CZ C3 CA_ f5 C1 C2 C3 C4 CS 012 SMS W/2"EYBWALL -43 1'6.0"16.0" 8.5' 37.5"16.9"16.0'14.0"-6.0" 8,0" 16.0"14.5"7.5" ARMOR INSERT WJ 2'EHOED 53 16.0"16.0"7.0" 9.0" 16,0"16.0` 9.5" 11.5" 6,0" 3.0" 4.5" B.S' 62 16.0'•13.0" 5.5" 7.5" 16,0"14.5" 7.5" 3.5" 5.5" 12.0"t}.5" 6.0" 3.0" 4.5"18.5- 26.0" .5" 8.5"16 0"10.5" S.O" 6 5" }6.0"}2.5' 6.5" 3.0" 4.5" 9.0" Y1.S" 6,0" 3.0" 4.S' B,5" ANCHOR NOTES:SEE SHEkT L'u' ----� 9 FOR ANCHOR NOTES_ 100 1,5" 6,0" 3.0" 9.5" 0.S' 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" G.0" 3.0" 4.5" B.5"