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Specifications (67) • OFFICE COPY' . , &_/L,,,„/. .O,S-99/a —,2 04 3r1tLe -A--)D -CA -- Q.-k(ACi-Q--T-'6QA-' --(-V STRUCTURAL CALCULATIONS FOR EXTERIOR CURTAINWALL SYSTEM AT BRIDGEPORT VILLAGE CINEMAS .4,o'4 PROpts �.S GI N, F 41,0 !.. 4' 16,310 /61 0 a., doEGON� C► ec I 1 l*1HONY At � g p,,z s =,/3 o/0 6 E 0? r doffiC inn. ly iie`� ,, .. .f� ;75i, _CITY OF TUALATIi,3 i ,t,,_-s,RECEIVED --- Be S 4 (•;;c: .. ..CONTACT PERSON: JOHN TESNER NOV $ 3 2004 WE 1 ..n CCD AC?, K. ..�. BUILDING NT BERRY-NORDLI JOB:DEPARTMEBRIDGEPORT VILLAGE CINEMAS ENGINEERS, INC. CLIENT: MOUNTAIN GLASS JOB NO. 04-644 CIVIL-STRUCTURAL DATE: OCT.2004 BY: JAT SHEET NO.: COVER 3607 SW CORBETT AVE.,PORTLAND OR,97201,503-227-7783,FAX 503-227-7784. bneng@e-z.net ,� .. StG , ) Cgfre-ri,q D&Ad LOAD Ve-/ -T/c-Ac My LL./oNs 2 a a 3 re c. / - o3 / /(.o c - a 3 3 ..... . ... . . . /-/o2/Za N 7ALS VE2-7/ c-,c L.5 V — / O 0 MA1N 1/v02S� cAs6 wogs T case Ex%oos,-)2e 8 s,,'raiQ = 3 / 3/4- 1Q7e2ME.c/a--t- - De-s/ i p�2 45ce-7 Wo1ZS7 (-AlSCr Ife-/ 61-/. - A 7/L/,Q - SZ XTz A4 77-1oO / CS/M/0(./F/Ec DLa = 4- /-- 3 f/2# Przo � 6*av�� � -.. v5e- 2o, 3psi . SE-e- 51-17. 2 icon ,h 2 ss u/z,E o /L MEAN /Zoo Sc P71- C',r.e c7/v� Ile Au,4c,tls/S Sv^4^AA2Y /-/ = 4 o ' WANa AK-CA - Oft .4 = //O,O / // d $ I/ oh 4 c,LAviv,NG Lo CA? 6L-1-77AO G C •IGU2,� (0- 3 ) = 43(..0 cK s AT A� o C 3 ,c 4 J �� & L. Ao /w -7s BA,Ten ONE= lv. lx/vc' _ Co i...1.5.1io r /tie ALL- /'S/ ie aft.. A(,LiA,i/kJ.)AA ,'/2,4 - Ers A2 I = 7,a3/ w/7;40 A.? ��a - "2.0N�5 gL,�37c., r� 1 2.9 ,1-\,�D�lllo,l1 (wcz/L.57" CAse ) 04.e, _ ! 1, 737 /N 4- ..) A4 A X/M V AA (A)EGA-7./v-67 6 = (/, 2Co) 7/:;):71 ( 1} °2-e-s S v 2e" =. a, 76 4 a L 0 K W/,t e Ph.ef 3 o 24-9 1 2e A 3T/Z6Ss-e-S OK. - 6Cf iN-re-2 t°o c.,a7e ro,z 5f-/-7; 3 20 22,5 ,.6 42 Fre 44-eA 50 20, 3 Phe.* 30 = 2O. 9 "f'f, Folt eLEVA-7 oN AZ .dam J, OS ti ` f78 OYc Int/NO aoveILA.,s ove2 57/ -.5,s Es arc.- 566 SE/4 n-t/c F O/Z Lt 5,l-7-_ S1 1 T. 4- ' ,G t+7 4A/"4•6°C)w 6i1,$7EM5 ��4M B,S OK B y co MI°tt2/ so �a BERRY-NORDLING JOB: BRIDGEPORT VILLAGE CINEMAS 44 • ! ENGINEERS, INC. CLIENT: MOUNTAIN GLASS JOB NO. 04-644 I i CIVIL-STRUCTURAL DATE: OCT. 2004 BY: JAT SHEET NO.: / M 3607 SW CORBETT AVE.,PORTLAND OR,97201,503-227-7783,FAX 503-227-7784. bneng@e-z.net CURTAINWALL DEAD LOAD ANALYSIS MULLION 166-031 Dead load analysis for horizontal mullions- 1" insulated glass (6.5 psf) Consider 1/4 point loading (setting block locations) A DLO width 37.75 inches B DLO height 51.5 inches C Weight factor 1 Enter 0.5 for 1/4" glass or 1.5 for triple glazed system D Glass weight 91 lbs E Iyy 0.688 in4 F Syy 0.384 in3 G Setting block location 9.44 inches H Dead load deflection 0.010 inches Dead load stress 1116 psi 2 J WORST CASE INTERMEDIATE 166-033 A Mullion sightline width 2.5 inches B DLO1 37.75 inches C DLO2 37.75 inches D Base wind pressure 22.4 psf E Tributary width 3.35 feet F Uniform load on mullion 68 plf G Mullion span length 15.54 feet H Tributary area 52 sq. ft. I Base Cq value 1.5 Enter 1.2 for non-corner, 1.5 for corner J Reduced Cq value 1.36 Adjusted for tributary area K Reduced wind pressure 20.3 Adjusted for tributary area L Mullion moment of inertia I 7.031 in4 M Mullion deflection 1.26 inches N Mullion section modulus S 2.345 in3 O Mullion stress 10520 psi P Mullion end reaction 529 lbs 31 ELEVATION A2 INTERMEDIATE 166-033 A Mullion sightline width 2.5 inches B DLO1 37.5 inches C DLO2 23 inches D Base wind pressure 22.5 psf E Tributary width 2.73 feet F Uniform load on mullion 57 plf G Mullion span length 15.54 feet •H Tributary area 42 sq. ft. Base Cq value 1.5 Enter 1.2 for non-corner, 1.5 for corner J Reduced Cq value 1.39 Adjusted for tributary area K Reduced wind pressure 20.9 Adjusted for tributary area L Mullion moment of inertia I 7.031 in4 M Mullion deflection 1.05 inches N Mullion section modulus S 2.345 in3 O Mullion stress 8802 psi P Mullion end reaction 443 lbs .... _..�. •�o Mr1W11=.CM 479 756 4402 P.01 • Kawneer Company,Inc. M Ako. 600 Kawneer Drive P.O.Box 709 Springdale,Arkansas 72765-0709 Tel: 479.7561740 Fax 479.750.8398 Fax To: John A.Tesner (Berry-Nordling Engineers) Fax 503-227-7784 Date: October 24,2003 Re: Extrusion Properties Pages with cover. 1 Below are extrusion properties requested for the 1600 System-5 product. The 90-degree corner SSG mullion that can be used with the 6"depth System-S is extrusion 162-101 (from 1600 System-2)and is a typical application for SSG corners in System-5. The mass of the extruded shape is AREA x 1.176 pounds per lineal feet. All have properties of the 6063-T6 aluminum alloy. Die# I(strong-axisl S (strong-axis) I(weak-axisi S (weak-axis) AREA(sq.in.) 166-042 7.597 2.558 1.631 1.155 1.971 166-039 2.754 1.462 0.770 0.451 1.171 166-033 7.031 2.345 1.142 • 0.739 1.818 166-031 6.886 2.354 0.688 0.384 2.158 162-101 8.107 2.490 1.989 1.591 1.923 SSG corner(not 166-101) 166-016 0.522 0.297 0.004 0.011 0.420 filler Let me know if you need anything else. Regards, Greg Turfiage Western Wall Team • Kawneer Company, Inc. Ph.#: (479) 750-6319 rii ALCOA TOTAL P.01 USE /4- S Fol F AN cit-/e3n ASSvMe 34/ 64 ,A) /ck..,/eSS /to/2. 5re-c- c 6A 5E MST L - (21 , s)(/,7 8) X Z ALLO+NA ,3 Le- LOAOS - - 3`/ 746 • V,4 570 # pg-eSSU/Lr., Fd 2 20 d'7- -F/e/ c_--/-/v 6 V/A-.+.6 v4 it'02 `$ /4- * (copsui) c.uI, - co msv, ) V - // /© 4- , 3 2 7- 4 c{-/ A. A'7" i -,-erzlAcr V (3 /l )( 4-)/ lfetZT/ cAcs 3 /I ,5c/2.e ws 3 // )( /; SSS ) AMAX = 52944 C3I (1-/3 )(1,$) S,2,s o, 5 0 = l9 t s /. 5 759'9' 1- = O . 9 57�o /04-S v 529 ` / 32 # ok 4- T.= ( 52..9 )( /, 87G) (4-)(Z/ ) /, s /32 - = 47 5`ro /of oc. BERRY-NQRDLING JOB: BRIDGEPORT VILLAGE CINEMAS ENGINEERS, INC. CLIENT: MOUNTAIN GLASS JOB NO. 04-644 CIVIL-STRUCTURAL DATE: OCT. 2004 BY: JAT SHEET NO.: 3607 SW CORBETT AVE.,PORTLAND OR,97201,503-227-7783,FAX 503-227-7784. bneng rei e-z.net 4 r ER-4780 LEGACY REPORT Reissued February 1, 2004 ICC Evaluation Service, Inc. Business/Regional Office•5360 Workman Mill Road,Whittier,California 90601 •(562)699-0543 Regional Office•900 Montclair Road,Suite A,Birmingham,Alabama 35213 •(205)599-9800 www.icc-es.org Regional Office•4051 West Fbssmoor Road,Country Club Hills,Illinois 60478 is(708)799-2305 Legacy report on the 1997 Uniform Building Code DIVISION:05—METALS 2.2.2 Self-drilling/Self-tapping Fasteners:Self-drilling/self- Section:05090—Metal Fastenings tapping fasteners are installed without predrilling holes in the receiving member of the connection.The drilling function of DRIL-FLEX AND KWIK-FLEX SELF-DRILLING the fastener must be completed prior to the lead threads of STRUCTURAL FASTENERS the fastener engaging the metal. This is accomplished by predrilling a clearance hole in the component being fastened ELCO INDUSTRIES, INC., to the attached member. Clearance holes shall be 13/64, 15/64, CONSTRUCTION PRODUCTS DIVISION 17/64 and 21/64 inch (5.2,5.9, 6.7 and 8.3 mm) in diameter for 5110 FALCON ROAD No. 10 gage diameter, No. 12 gage diameter, 1/4-inch- POST OFFICE BOX 7009 diameter and 5/15-inch-diameter (4.7, 5.3, 6.4 and 7.9 mm) ROCKFORD, ILLINOIS 61125 fasteners, respectively. Fasteners must be installed with a 1,800 to 2,500 rpm screw gun incorporating a depth-sensitive HILTI,INC. or torque-limiting nose piece. Installed fasteners must 5400 SOUTH 122ND EAST AVENUE protrude through the attached members, with the high- TULSA,OKLAHOMA 74146 hardness drill point and lead threads extending beyond the attached members. 1.0 SUBJECT 2.3 Allowable Loads: Dril-F!ex and Kwik-Flex Self-Drilling Structural Fasteners. Allowable loads for the fasteners are as shown in Tables 1 2.0 DESCRIPTION and 2. The allowable values are for a single shear connection consisting of two members,with the material type 2.1 _General: and thickness of each member noted in the table. Minimum fastener spacing and edge distances must comply with Table Dril-Flex Structural Fasteners,by Elco Construction Products, 3. and Kwik-Flex Self-Drilling Fasteners, by Hilti, Inc., used for connections to metal members, are steel screws and are 2.4 Identification: identical in design and manufacture except for the product identification. The steel screws have a dual heat treatment Fastener circle. are markedxofwto the haslco Textron logo within and coating consisting of electroplated zinc. The fasteners a raisedmname Each box of fasteners Systemsys a label bearing the are available as tapping metal screws for installation in company e, evaluationuon Fastening number (ER-4780)or Hilti, Inc.),d predrilled holes,and as self-drillin /ta fastener type, report and g pping metal screws.The description(including load bearing area).See Figure 1. lead threads of both screw types and the drill point of the self- drilling/tapping fasteners are heat-treated to a high hardness 3.0 EVIDENCE SUBMITTED for thread forming and drilling. The balance of the fastener shank is the load-bearing area of the fastener and is treated Data in compliance with the ICC-ES Interim Criteria for to a lower hardness complying with SAE J429 Grade 5, Tapping Screw Fasteners(AC118), dated July 1996. The No. 10, 12,1/4- and 5/16-inch-diameter(4.7,5.3, 6.4 and 4.0 FINDINGS 7.9 mm)fasteners have hex washer heads,and are available in various lengths. That the Dril-Flex and Kwik-Flex Self-Drilling Structural Fasteners described in this report comply with the 1997 2.2 Installation: Uniform Building CodeTm, subject to the following 2.2.1 Self-tapping Fasteners:Self-tapping fasteners must conditions: be installed in predrilled holes having the appropriate 4.1 Fasteners are installed in accordance with the diameter specified in Table 1.The fasteners must be installed manufacturer's instructions and this report. with a screw gun with a depth-sensitive or torque-limiting nose piece. Installed fasteners shall protrude through the 4.2 Allowable pullout values comply with Table 1. attached members, with the high-hardness lead threads beyond the attached members. 4.3 Allowable shear values comply with Table 2. ICC-ES legacy reports are not to he construed as representing aesthetics or ant'other attributes not specifically addressed.nor are then to he construed at an endorsement of the subject of the report or a recommendation for its use.There is no tearranty hi ICC Evaluation Service,Inc express or implied,as to ANS/ am finding or other matter in this report or as to grin product covered he the report. Copyright©2004 Page 1 of 3 7 4 Page 2 of 3 ER-4780 4.4 Minimum spacing,edge distance and end distances 4.6 Calculations demonstrating that the applied loads comply with Table 3. are less than the allowable values are submitted to 4.5 The capacity of the connections must be the building official for approval. investigated in accordance with accepted design This report is subject to re-examination in two years. criteria for fastener bearing on connecting members and for fastener pull-through. TABLE 1—ALLOWABLE PULLOUT VALUES FOR DRIL-FLEX AND KWIK-FLEX FASTENERS' SCREW SCREW DRILL DRILL PULLOUT(pounds) TYPE SIZE POINT CAP.' STEEL GAGES OR THICKNESS TYPE (inch) (inch ) ALUM 6063-15, THICKNESS(inch) No.18 No.16 No.14 No.12 1/6 '118 1/4 6/16 3/9 1/2 1/6 1/4 3/6 Self-drill 10-16 3 0.150 158 200 254 638 677 - - - - - 306 - - 12-14 3 0.187 158 210 284 460 620 1159 - - - - 210 914 1/4-14 3 0.187 159 212 274 480 740 1015 240 969 02-L-12 4 0.312 206 260 500 765 1045)1215 1275 - - 230 700 1473 /16-24 4 0.312 859 1029 1690 1936 2182 - - 417 1027 Self-tap 5/„-24° - - - - - 760 932 1729 1931 2662 3422 3421 308 802 For SI: 1 inch=25.4 mm, 1 pound=4.448 N. 'Steel members shall conform to ASTM A 36. Aluminum members shall be 6063-T5 aluminum alloy. 'The maximum drill capacity is the maximum metal thickness the fastener can self-drill and self-tap. 'The base-metal thickness of No.12 gage steel is 0.105 inch,of No. 14 gage steel is 0.075 inch,of No. 16 gage steel is 0.060 inch and of No. 18 gage steel is 0.048 inch. °For self-tap fasteners,use 0.290-inch predrilled holes through members. TABLE 2—ALLOWABLE SHEAR VALUES FOR DRIL-FLEX AND KWIK-FLEX FASTENERS' SCREW SCREW DRILL DRILL SHEAR(pounds) TYPE SIZE POINT CAP.' STEEL GAGE'OR THICKNESSinch TYPE (inch) ( ) ALUM 6063-T5, THICKNESS(inch) No.18-18 No.18-14 No.16-16 No.14-14 1/6'-3/16" 346"•1/4" 1/4'-12 1/6"-1/8" 1/6"-1/4" Gage Gage Gage Gage Gage Self-drill 10-16 3 .150 545 693 585 587 12-14 3 .187 526 847 662 727 335 475 1/414 3 .187 558 925 672 967 635 405 590 /'720 i 4 .312 540 835 633 980 670 715 660 395 rig j '116-24 4 .312 2194 2113 1904 740 1147 Self-tap 5/16-244 - - 2182 2116 804 1170 For SI: 1 inch=25.4 mm, 1 pound=4.448 N. 'Steel members shall conform to ASTM A 36. Aluminum members shall be 6063-T5 aluminum alloy. 2The maximum drill capacity is the maximum metal thickness the fastener can self-drill and self-tap. 3The base-metal thickness of No. 12 gage steel is 0.105 inch,of No.14 gage steel is 0.075 inch,of No. 16 gage steel is 0.060 inch and of No. 18 gage is 0.048 inch. °For self-tap fasteners,use 0.290-inch predrilled holes through members. 8 i r, • Page3of3 ER-4780 TABLE 3—MINIMUM FASTENER SPACING AND EDGE DISTANCES FASTENER GAGE/DIAMETER FASTENER MINIMUM SPACING(inch) MINIMUM EDGE DISTANCE MATERIAL No. 10 Steel 5 (inch) /8 9/32 Aluminum 15/32 ]/ No. 12 Steel e „/i6 3/a Aluminum 8/16 ,/ 1/4 inch Steel 3/4 3,s /a Aluminum 5/8 / 5/18 inch Steel 15/15 15/82 Aluminum 25/32 5/8 For SI: 1 inch=25.4 mm. COMPANY NAME (Elco industries,Inc.,or Hilti,Inc.) 1/4-20 by 11/2 inch HWH No.4 DnUing Capability.210 inch-.375 inch 0 1 %1g iiilNiilld;i:+` inspect around by noting r�ed ante 41—.730"730" our head. "fig" top of Maximum Load-bearing Area To insure proper performance,only the bad-bearing area can be engaged in the material being fastened. FIGURE 1—TYPICAL LABEL 9