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RECEIVED SAFEWAY STORE #1478 MAY 28 2013 CITY OF TIGARD BUILDING DIVISION SAFEWAY TIGARD, OREGON ACTIVITY ID 1 PORTLAND DIVISION 16300 S .EVELYN STREET,CLACKAMAS,OREGON 97015 15570 S VV PACIFIC HIGHWAY 03/ 1 3/ 1 3 CITY OF TIGARD Approved T( [�/ Conditionally Approved.... [ I See Letter to:Follow [ Attached. Permit Number: P—AS(3'C)OtW Address:t � G�� Re By: van Date: AM I Approved plans shall be on job site. OFFICE COPY . , . . . , . 1. ,.. ---, ._... -- 41. r_..... rt, _........10 , r- II I 1Y • .B / 1.1 .,..4 • — -- - 1 111111111:EARIIIIM ‘,\ Alk , Ill 31 • 7111 • 1 j.,00 0 "\., g'ii il/---' 1111Z: 11 1 ° II a _ no,. • • 111 wl, vair , a Ill I . ,•. 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EACH OW Fa�1 rialF001 O ,Nro DEG((vEWFV RDOFWes) (428 SCREWS - • _ f•1EIONl I • a7:� �- I i 1008126J]METAL 36071 2643 MLTAI Ali STUD BRACES O Pd MUGS°M•0.c 1 I I O.G GYPEKBA BOARD SHEATHING -__ /0,/ I s ,r D.D.FIELD I I I I I CONTRACTOR TO VERIFY e 4 E FRAYING "II I IEIISIEEE SW awo�' I 1L --� I 'E" j I I �� __ I I I (E)SUSPENDED COLONS PER AROI SIEfEESOpIL (1YII : +EPN°P� SCREWS o i7Ww COAT Z '.. (EIS I (MEM L MOPE= I 0 i WHERE PER AR^H. / ) PER ARCH LJJ i I I k I I r:::•,-GRILLE:,CREW o SCALE 1 ROOF FRAMING PLAN-PHARMACY H Z r J SCALE 11b+ra I J seas TYP.SUSPENDED SOFFIT e _I— L.! SCALE: 1/2,1,0 13-7102 • � a • 1. tMENOIIMW NOTE,ALL WSW.AND DSWSPEC7rfwTMICITm ERIE S / CONFORM TO THE NWT INICE11LY ADOPTED SFSCN ATION OF OmE L TIE DOflwMCTOR SMALL VERIFY AND WORONAII THE 000103118 MOM OPRA•OU MO119 PROCEEDING WITH ANY WOW OR FANEATIOIL /0001/10 OPAL L ME STRICRNAL OONMID•REPI®IT TIE COORETED STRUCIIIE AE ARE NDr NTE1 T) Us� {µuu} INDICATE TIE MEANS AIM IETNOO aF COiTNCT1O.T)E OUITRACTIA R REIPOIREE POR ALL _ _ __... -. \\vAR.E-' LwL , j i�p DEIIOINICN NM�IRUCTpO IEAIE,IETIECETIEmuei LEOUENCSA.NO SAFETY T > 16 FLOURED FOR THE PROJECT. ' - 2 a A THE CONTRACTOR E I�OSEIE FORME OBI AND COETNCTIOI O ALL Ewan.EIAOq n pg�pgl, TOM WOSL AND TEMPORARY E10RE10 ROWED FOR THE PIOE.T. '\... \ Cr) Cl- VQJ pC L TIE COORACIOR EIALLVEVY(E)ROOF FRAIEMPRMR TO SUMO MK L NL FEATURES?COETRUCIOI NOT FULLY MORN M A L L aFTTELNETIR NO G ACI ASWM FOR WEN CONDITIONS SIEEOT TO MERIT TIE AIIOSRLT AIM MRUCRRAL xL eNOSSEI O'REDO. _. -....--'--'- --__.....• /. ALL PIIOOIETH AND MATERIAL IS M TIM COMRACIORMMLL E AFREO.FIACBA°ECTEOR SETALLE N RIFT ACCOOVICE NTH THE WMFACIUEFII T XTIOIL L TOWD:CU•EflI COME NOM TUT WY APPLY 08EWLY TO ALL MISCTIRN OaIRL AS FIAT BLCCIONO BEIwEEN SPECRCMLYTO ONE SHEET.ORSPEMTCMLY TO OE ORIIOIE STMCIlRMLB. IT VT1E MOTES JOISTS ABOVE BEM,-SCREW _ COOT 1109,2b� al•SYTOtTDE WIllDOT BE SRIDOINOBPA�AA 0008112454 11.EA CONT. AIE ROf1E1EOWELS EL TEYAIE rvuOrNM►NICE Of aul®oIAM'MOn(TINTE (vERIFr ROOF wIL NOr SE eHOaN wI aTR FwiimBTEHnne roJ�OEr P6q.®TIT T,TENDr«CDIE.,NR,Ew1TT1TLENDTE■NDT«OOS„ORA MFT:INTO € ) PERMIT SET AND ona wow T.ACT OR FIILURET ACT.MAIL IEGEEDOMEEYWM4 Epla RWA SCREWS MOTS SYMIITNO,ACT OR FAILURE TO ACT.SWU ECMEEOUTOLYMRI TIE NIOR F7lPF1BBe WAt]♦12[I•SCREW-TYP MITTEN CONSENT AND PARR A OF R1OEL01010•E9E 12 o.BENT R 01TEJONT. 'g LrR 1. L•LAfloAE EEL swanroc w�}+1a+K EACH T 4 aim.mum* EACH JCEf b /ATV AS 5SPADEA(TWA 10)FOR A GAGE MO ULCER SRADEtII?QC a STUDS 02 0.c. L ALL FAESCATIOI,ERECTIOC NO ID MIST ATION OF LIGHT RAW STEEL FRAM S/Mt1 OOEOM TO Awwwac SP8L1S know- L FASTEEq Or CO/OIBOI SHALE HTTH Hof- .MO AOEVE tR FASIHEM OF p COWSEflS SMALL.ELEMMEDNO 6 A ALL WELDS SHOAL E OF SUFRCS3(T SOE TO EEIE 14E 1IlBO1N CF TIE OOSECDOL L NJ.WEANS SINLL CONFORM TO AYE IIPIErfA110IT G MEW DWNALL la CEETED FOR USW C E MIL ME SIED•[Allow 4. STEEL STUDS AND JOLII LOLL ME O:TIE TYPE AIM MDE WON ON TIE EOSBIISN BOARD OEATIEq MAAUFACI0 •Y ANKLE METAL SYSTEM TIMOR rms.ARMEE RITES.IT CR 10 RP 0.G °lr oc mOEea PROJECT: 13-7102 IPIEL anw W)L ,W "ALLAOti7I2111'A`NCILIDSIL E,T NOT LMTO TO TRAOq G,.,ME ETERDERL m v a DATE 5/23/2013 ANCHORS,PASTEEN7€. fr/M0T/EtAC4EIS®1E01EDPONEmP1ETENn 1 FEIGNER NITALUTbI pl PRAYING E. EIMSOC IOSSIOIlEPROVOED WHERE OW AND JO ST7MS ARE Far 0IM30E - SCALE AS SHOWN REMAND RUM WADE OII. T MACES LAXIALLY 1 FLANGES CF TOED. DRAFTER& ITWSEDAwnToIR6Y ATTAO®roFLAmPOF ROTH IFRRNM MER wawa ArIC14 YSP 0. FMCS AND JOETI TOEEU0.7M MTM swam r9iYWiAL UBRfE�iATIpE. L)SUSPENDED cE1.1N9,>ER ARGL i IEETU•ILODMr, •(4)-0 BCREwE ENGt1EER: YSP MEWEMPemir= 360T1 2643 z COOT. REVISIONS: • DEAD)(BEND wHFNE _-- • •FOR ARCH. _-.... DEAD) t 2. PER ARCH.o \ 3. 1111111111► GRILLE TRACK ER 4. OTHERS ---- SHEET NUMBER TYP.SUSPENDED SOFFIT 2 S 1 •0 SCALE: 1!2 1,0. 51.0 13-7100 _ . 0(------ . SAFE WAY Ir. t . ..- J REVISIONS — :z4zlANGE 07/2 CHANGE 07/19/2011 RA FIXTURE CHANGES SAFEWAY • ° CHANGES 7----;- � RETAIL SHOPS #1478 ( kw ( ) ' 3 ° ❑ f _ _ . , , _ _ , . ,______ 1 1 0 a VALVOLINE -� BSAA 1±1 OIL — 0., Y1CnfRCTU0.F•PL/0091M4 U CHANGE - , "" 5300 s.w..rwoows ROAD }Q _ -.- , LAKE O0.sIT10s SUITE lt30 ..... _. fea MIL 670 0135 t , a _. ,_ ., , w ,,,,, (_.., c. , , „ u, ,1252 WilSH/ 7/t;;;ADH/JR/CWD JY FO'N (ON 4 I ulaieSPI/Aldwy st1 / CO PACIFIC Ve NI cyk'AY i I 1 i e = O O J Ll.l O I t9 — C uw 0 WLL' IA ›-a NORTH SRO <3 ° H Qa PAC/F/ a c y/G"WA Y r Lu a' I- LL 0 Q 8• ., SHEET TITLE SITE _ HOIE:HOCNumro T5[RTEeMw urn=of nits PROJECT' . PLAN 1 YEXJSTING SITE PLAN SHEET NO. SP1 .1 •E3 54,5013 ECE1EO STRUCTURAL CALCULATIONS w 2 8 zo 3 SAFEWAY #I 1 478 ut of pVISo� gUiLDtNG NEW SLIDING GRILLE EQ 4GINE412 tL 51411• Q OREGON OP. 22 \G3 c) fYT.1 ' EXPI RES.AS,XVy * * * LIMITATIONS * * * ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND/OR LIABILITY IS ASSUMED BY,OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. MAY 23, 2013 JoB# : 13-1102 FROELICH ENGINEERS :: MAIN OFFICE CENTRAL OREGON 6969 SW HAMPTON STREET 745 NW MT.WASHINGTON DR, SUITE 205 PORTLAND,OREGON 97223 BEND,OREGON 97701 503.624-7005/503.624-9770 FAX 541.383-1828/541.383-7696 1/6 4411006. Client: Safeway Project: Safeway# 1478 Proj.#: 13-T102 • Date: 5/23/2013 FROELICH By: YSP E N O I N E E R Si Cxl.tlwb TINIJIMS Soffit Design ~� Adli, :`%1 Lateral Load= 15 psf Studs @ 2'-0" O.C.= 30 psf MTL ETUDE L= 10 ft -JI a= 5 ft Fa= 33000 psi W "'�`�" 1 6R!LLE Lc R1= 112.5 lbs/stud [W/2L(L^2-a^2)] R2= 337.5 lbs/stud [(W/2L)(L+a)A2] M1= 210.9 lbs-ft (W/8L^2)(L+a)^2(L-a)^2 M2= 375 lbs-ft (W*a^2)/2 Use M= 375 lbs-ft SReq'd= 0.227 inA3 (M/FB•o.6) Use 350S125-43 (20-Gage) lxx= 0.493 inA4 Sxx= 0.272 inA3 Brace Design Located @ 4'-0" O.C. Axial Load= 675 psf (2xR2) Length= 14.14 ft L(2^0.5) For 3.5 in Studs(Le/d)= 48.49 Use (2) Rat Lines (Evenly Spaced) 2 Client: Safeway Project: Safeway# 1478 Proj.#: 13-T102 Date: 5/23/2013 FROELICH By: YSP ENC3I N EERSi [xiarr•y T � mem Siesmic Out-Of-Plane Load �' aa= 1 SDS= 0.744 RP= 2.5 IP= 1 CGICEPI z= 14.5 ft h= 22 ft IN Wp= 15 psf III ORILLH .OR/ 'RACK Per ASCE/SEI 7-10 Sec. 13.3 Seismic Design Force: Fp= 0.4(ap)(SDS)(Wp)(1+2Z/h)/(Rp/Ip) Fp= 4.14 psf Fp is not required to be taken as greater than: Fp= 1.6(SDS)(Ip)(Wp)= Fp= 17.86 psf OK Fp shall not be taken less than: Fp= 0.3(SDS)(Ip)(Wp)= Fp= 3.35 psf OK Use Code Min. 5 psf 3 Client: Safeway Project: Safeway# 1478 Proj.#: 13-T102 Date: 5/23/2013 F R O E L I C H By: YSP E N G I N E E R S I Determination of Increase in the Moment of Member for Additional Point Load L= 32 (The Length of Member,ft) W= 300 (The Uniform Load on the Member, plf) P= 144 (The Additional Point Load on Member, Ibs) a= 15 (The Distance From The Point Load to the Closest Support,ft) The Max. Current Moment of the Member (@ Mid Span) M= 38400 lb*ft M=( WL^2/8) The Maximum Moment From New Point Load at Point Load M1= 1147.5 lb*ft P(a)(L-a)/L The Maximum Moment From New Point Load at Mid Span M2= 1080 lb*ft M1-(M1/(L-a)(L/2-a) The Ratio of New Moment to Existing Moment on the Member R= 2.7 % M2/(M+M2)x100 The New Moment Has Not Been Increased More than 5%, Therefore Additional Load Is OK TYPE OF MEMBER: (E) 24K7 6'-4" O.C. 4 Section Properties Section Properties Table Notes 1. The centerline bend radius is the greater of 2 times the design thickness or 3/32". 2. Web depth for track sections is equal to the nominal height plus 2 times the design thickness plus the bend radius. 3. Hems on non-structural track sedions are ignored. 4. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2. 5. Tabulated gross properties are based on the full-unreduced cross section of the studs,away from punch outs. 6. For deflection calculations,use the effective moment of inertia. 7. For those steels that have both 33 and 50 ksi listings,if the design is based upon 50 ksi,the 50 ksi steel needs to be specified. (i.e.,3628137-54(50ksi)) Non-Structural (S)Stud Section Properties 0 162812637 0.0319 0120 041 0066 0066 0.662 0.029 0445 0.006 0961 1.01 526 0099 0.032 0.019 -1049 1 327 0376 1625123 30 3 0312 0 131 046 006 0 075 0 661 D 026 0 442 0060 0.059 1 16 579 0 890 0043 0 015 .1 046 1.323 0376 162512593 0 0346 0 153 0 49 0067 7 0 093 0 879 5 020 0440 0060 0.056 1 35 641 0 871 0066 0 019 1 052 1 319 0918 2609126.26 01813 0.097 0.41 0 069 0 379 1.614 5 028 0.531 0066 0059 1 11 247 1 381 11011 0 023 .0 930 1444 006K 200312S-27 00283 0154 049 0.141 0.116 100.9 0027 0434 0149 0092 161 700 1374 0039 00.13 0911 1412 0599 201).$126.30 0 0312 0.169 054 0 161 0 129 1 008 0 930 0 435 0139 0 104 2 06 851 1 364 0062 0 994 -0 015 1 429 0591 2508125.33 05386 0 176 060 0 178 0 742 1 008 0 9 1 1 0 431 0.175 0 720 236 1040 1.333 0 970 0 039 0 911 1 425 0 591 2005125 43 3 0451 0 227 0 77 0.228 0182 1 051 0 441 0 425 0 228 9173 3 43 1950 1 275 0 154 0 049 0 595 1 412 01914 2008125 54 0 0666 3.260 095 0 271 0 222 0 994 3.040 0.480 0 271 0 218 406 1656 1200 0 276 0 205 0 14 2010 1 289 0 299 0 030 0 500 1 385 0 595 4503125.88 0.0713 0 345 1.18 0.334 0 267 0.984 0.067 0406 0534 0 288 6 30 2017 1 252 0 338 0 281 7 51 3067 1 262 0 365.0 009 -0 599 1 361 01104 3505125 27 90183 0.173 059 0.215 0.123 1 361 3 020 0423 1 0 312 0 087 2 90 172 1 592 0 019 0 079 3 509 1 537 0 755 350512520 00283 0190 059 0951 0203 1351 0033 0417 0.346 0167 229 790 1571 069 0077 -0800 1634 0757 3505125 33 00312 0 210 0.72 0.387 0 201 1 330 0033 0417 0346 0 197 3 27 04 5 947 0 064 0 075 0806 1 030 0 757 350512543 80401 0272 0.73 0 387 0224 333 0336 0410 0362 191 077 1777 1747 0184 0106 0702 1.010 0792 360512544 0.0401 0 917 116 0 600 0 344 1.344 3.056 0410 0605 0 372 7 82 2473 1.160 0 360 0 127 0 701 1 615 0 763 3608125 65 3 0713 0 417 1 42 0 736 0 432 1 343 0064 0 392 0.637 0 422 792 2959 1 762 0 737 0 413 9 71 3903 1 730 0 706 0 151 3 770 1 587 0 763 344112660 00713 0417 141 0790 0422 13320064 0381 0737 0421 896 7959 11'52 0737 9973 12%4483 1165 0 705 0 15 3 77 1 58 0755 3028121.27 00263 0.116 040 0.447 129 1404 0.021 0 449 0216 0164 176 166 1967 0 047 0 077 0 707 8 667 0 710 96281262/ 00263 0178 060 0.951 0.192 1.401 D W 7 0416 0536 0104 9.06 568 4.96'/ O 447 0 077 0 707 1657 0 771 302512530 00312 0.104 050 0301 0210 1402 0.003 0.415 0375 0.175 246 761 1.933 0063 0008 0704 1664 0772 362312533 0.0346 0116 0 73 0 421 0232 1 400 0.037 0 413 0 455 3 291 308 1339 1 911 0569 0 002 0 790 1 080 0.774 3625/2543 00451 0278 006 9540 9298 1395 0546 0406 0.530 0.285 564 1777 1643 0188 0115 0779 16x0 0.777 362812634 00666 0.344 1,17 0861 0 366 1.366 0.065 0.400 0661 0 358 $21 2497 1626 0 655 0141 1020 3448 1 866 0.387 0 138 .0 769 1 636 0 170 362512668 00719 0426 1.45 0.803 0443 13740065 0.366 060.0442 1044 3076 1.615 0602 0434 12.96 4681 1 821 0721.0134 .0756 1817 0.700, 400013518'00158 0 0 042 0 2114 0 147 1 536 0 721 0 414 0 255 3 099 196 160 2 325 3 015 3 366 0774 1 759 3 8011 4012512527 00283 0167 004 0438 0219 1531 0031 0410 0426 0179 352 511 21500 0050 0080 0754 1759 0811 4003125.30 0 0312 0 206 0.75 0481 0.240 1 529 0 034 0 408 0 473 3.202 390 606 2 127 0.067 0.103 .0 761 1 756 0512 4008125 33 0 0346 0 229 0 77 0831 0 288 1 527 0 030 0 407 0 523 0 231 456 936 2 102 0091 0113 .0 757 1752 0113 . 4008126.43 00451 0295 100 0.082 0341 1.621 0.048 0.402 0616 0327 646 1777 2.032 0200. 0145 .3746 1742 0518 4003126 54 0 0668 0 365 124 0 635 0 415 1 012 5 067 0 394 0 833 3 411 9 40 2777 2 019 0 826 0.391 11 71 3448 2 049 0 390 0 174 0 737 1 728 0 815 4008125 68 00713 0 452 164 1 017 0 309 1 499 0.086 0.363 1 015 0 507 11 96 3429 2 003_,1515 015 0 498 14 91 5196 2 016....0 767 0 206 0 725 1 709 0 620 6506121-27 0.0263 0223 -078-0:020 0.318 2023 0.034 0389 0011 0 135 •0 667 2 172 0-:506 5608825.21 00312 0.252 076 1331 0345 2021 0337 0384 1013 0307 300 491 2076 0062 0220 0654 2159 0.908 560512533 00312 0.272 0.86 1 131 0314 2.011 3 041 0 352 1124 0 367 728 491 2954 0112 0 222 0 651 2 159 09.0.8 5808125 043 00346 0 362 095 1 139 0414 2 019 0 051 0 382 1 226 0 316 016 870 2.758 0 242 0 304 0 641 2:146 0911 6303125+3 00451 0 460 123 1506 0.636 2 013 0 051 0 360 1.405 0.647 1410 2797 2.788 0.446 5 304 .0 641 2146 0912 560612634 0 0606 0 450 1.53 1.606 0 650 2 052 0 062 0.369 1.806 0 657 1490 4799 2 165 1 790 0 620 18.67 2907 2804 0 481 6 350 0551 2.132 0.012 5608126 68 0.0713 0 562 110 2 209 0 603 1 987 0072 0.366 2.206 0801 18.04 4442 2 753 2 205 0 769 2382 5468 2.767,60.9=0 437 0 620 5512 0914 6008126 7 0 0083 D 242 0.83 1 160 0.257 7 169 0 034 0 352 068 0 248 0 627 2 303 0 426 800812530 0.0512 0 269 0.91 1 210 0.425 2.151 0 030 0 377 1.253 0.331 5 54 335 9 212 0067 0 270 0 6.26 2 300 0026 60081253/ 0 0316 2 297 1.01 1400 0425 3 179 0 030 0 374 1.250 01 0311 606 440 3352 0.117 0 270 0 626 2.297 0027 600512531 00346 0 295 101 1417 0 400 179 0 043 0 369 1.393 0604 11 OQ 612 3354 0 211 0 306 41 612 2.297 0927 6005125= 0 0566 0 418 1.63 2 236 0745 2.161 0.063 0 362 1303 36 0 664 1652 2109 3.017 0.511 O 449 .0603 2 273 0930 6002125 60 00613 0 599 202 2.240 0.745 1 2 161 0 073 0 361 2.238 0 735 16 52 4442 3.006 2 216 0.708 21 16 5405 3008 0.511 3 536 .0 502 4 253 0 830 800822368 00113 0.596 202 2.740 0 913 2 846 5 073 p 931 2 735 0 921 21 51 4442 3 003 2 735 0890 28 88 5486 3 01�/008 D 598 .0 592 4259 O lqt 5008125.15` 0.0346 0300 1.25 2.561 0720 2.900 0.014 0.347 2.665 0.610 37 465 4521 - - Uu 0176.0150 2.077 0.950 000012642 00451 0475 163 3.721 0930 2.700 0050 0.342 3696 0394 1767 1000•056 0322 0.727-0.621 1067 0.067 800512554 0.0665 0.002 2.01 4.003 1.115 2786 0.060 9 335 4 599 1 134 25 96 2055 4.016 4 560 1 097 32 84 2000 4 360 0 632 0 877-0.623 2662 0.066 600512569 00713 .0 739 261 9.603 1413 2 765 0 018 0 324 5 644 1 410 93 33 4046 4603 6 644 1 393 41 09 4040 4 019 4 250 1 000 .0 001 2 832 0 969 'Web-height t0 011CIV1ees 1900 370334.91 200. 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Check end reactions for web crippling 3. Limiting heights based on continuous support of each flange over the full length of the stud. 4. Heights based on steel properties only. 5. For 350S125 members use values listed for 362S125. 6. Calculations for 362S125 are based on 350S125 properties. Interior Non-Structural Non-Composite MM!4* 46f eM • 1120 • 4.441 -UNA' . ..,.11175 '-(J 4 "5555.UM VW L44•. . LAS '.825128-18 9'-)' T-7' 8'.r 74' 6'-r 5"-9' 7'7• 6'-0' S'-3- 012412515 18 8'43- 5'-'?- 4.0- 7a- 6'-m 5'3' e')" 5571 4'.7 "925125-19 24 7-7' 8'-0' 5'-3- 4-23 9'-3• 4"-7' 5-4- 1s 12627 12 11'3• t1.II' 7'9` 9'-10 7'-9 8'-10' 8'11' t 1' ire 162612627 le 10 3` 6'I' 7'r 6,11' T-1• 6'^Y 6'r 8'4 6'r 1623126.27 24 or 11' r e'2 793 8'-2' 6'-5' 6'63 5'r 4'1 r 192512$-30 12 11 7' 0 2 or 0' '0'-i• 9-9' 7•-0• 9 2' 7'3' 6'4- 1626125-30 16 8'4' 7'3' 9'-7 73• 7-4' 8'4' 6'r 5 7 10 n "826126-30 24 9'Y T3' 8.4' 8'.0- 8'4^ !'.r 72' 5'9' _-_._ 5'0'.._.. "6'28125.39...5555 12 '7-0' 741• 8'.3' ..105' R'.:1•.. 7 3' 9 6' _.. 74r 7•r 1625125.33 16 10.10' 8'-7• 7-9' 91'71- T-8' 6.7- 5-7- 8'-10' e'-0' 1825125-33 24 7.8' r-0' e'-7• 6.3' 5.7. 6•-98 7-8• 7-0' 8.7 2603126-16 12 10'-3' 10'•6' 9'•2' 11'.7` 5-2' 8'-0• 191.2+ 8'r 7.3' ' 2503125-16 16 170- 11•6' 8'4' 10'-23 64' 7'-3' 9-109 7'-7' 8'-7• 2505125-16 24 10-24 84' 7'.3 943 7-3. 6'4 7'-2-• 4.7.- 6'9' 2008125.21 12 157 174' 10'9• 13'-7" 10'•9- 7.5' 124' 7S Or 260.5:26.27 16 14'1' 11'2' 9 9' 124' 59' 6-8' 17 11'1 r 10' T 9' 260814-27 24 17.4' 79' 8'7 10.4'l 61.8' _ 7-5' 7'1.1 7'9" _Cr__-, 2505121-30 12 .6'• '2''i .4:0• .•'•' 0.8: •2"9 '0•i' 6'10' 2110.5125.30 'h -4.7' ' 7- -0'1' '0'.•.• 5"0' '.r '1'2- 50' 2505125.30 24 71'f U 8- 4)'" 6.0' 7'.8' f6"' e'0- 7'0- 2605125.33 12 151-7 'T-2" 1".8' 14'•8' 1"a' 10'-0' ,T-2` 111-5' 7.1' 250812633 18 15'--• 1"_1^.^ 10'5- 13'-2' 10'-5• 9'-1' 11•-11' 943* 7.0' 2508125.31 24 1352' 10'-5' f1-•' 11'-7 5.1" 7511• 10539 6-3' 7'-1' 2505125-43 12 '8'•• '4'J' '2'B' v 9" '28' •0.••• 14'4' _ 2505125-43 19 '8'.5• '3'0• ..0• '4'.4. .'4. 7-!1- 13'-0- •0.-4' 0-0' 2505125-43 24 -4'4' '''J' 9'•.. '75' 9•.1•' B'-8' 11'4' 9'-0' 7'•'9' 382512518 12 17-3' 13'•8' 11'•11' 14'-3'1 11'-11' 19.6^ 124'' 1410' 54' 362512618 18 17"+ 12'-5' 10'-10• 1743 117:19' 544 10'-0'1 5.14 3625125.18 24 1443 10'•10' 7.6' 10'•"' 741' 4.3. irs'l 8'-7- r.s• '1825125-27 1 2 2 0 • 16"1" 13.1" 'T-7' 1 3'-1 1' 17-2' ,5.11- !78' ..1'0' 3825125.27 16 163' 14'6' 12'8' -11• `21-81 +'-0' 13''0'1 11'6- 10'0' • :62514.27 24 '5".•' 12'8' 1,0' 13'-,9 1"-0' 9'-8' 11'4'1 10'0' S'9' 3629125-90 12 24101 17 8° 14'6• 14.2' 14'-6' 12-41 18'7 19111 11'6• 362812630 18 1811• 15'0' 13'1• 144 13'-1• 11,4' 14.94 11.11• 10'5' 3623126.50 24 14 5 1 1` 11.5* 15.114 11•-5' 10,01 12'19 10'8' 7 1' 3626125.33 12 21'4• 14'-11- '8'.9- 14'-11• 13'-0' 17'-1' 13'-9' 3826125.33 15 19•{11 14-01 13•-5' 'T-" 134' '-'0' 1`5'18- 174' 3625125:33 24 17'.• '3'9' 11'-1(Y 14'.11' tt'-10- 1117-' 12.1'3 10'_9• 9'4' S82912d4a -2 - 285• 18'-i' 181-3' 24-11" �. ia: 144 itrt• __. 14.r,.__ 12115_. 3629126.43 16 21'4' 15.11' 14'-9 174' 15-9' 12'41' 14-11• 1356' 11•.8 028125-43 24 16'-7' 14'-9' 13'.11• 17.55 12.11' 11.4' 14^9' 11•-0' 17.3• 'l412S125.64(50 kai) 12 26'.'.' '7-11` 174• 21•-11' 17'4- 15'-2' 17.1!' 15'9' 362512654(50ku) 16 22'9' 'e'.1• 1.5-9' 19-.11• '6'9' '3'-0' 18'-1• '4,4' '2"6' M12312664(501.4 24 19'-11• 15'9• 13•,9• •3'J. 13'-9' '2.0- 11'-9' '2.6" '0'-'1 1629128.88160 12 28'-10' 21'•3• 16'.7• 23'•5 18'.7° t7-3• 21'3• t7-10` 141-9' 382412568(50 kw) 18 24'4' 15.8' 14.10' 21'.3' 1410' 14.9' 18'4' 154' 13,4 ;18251268815501151) 24 71'7' 17.10' 14'-9' '6'-7. 14'•9• 13"10- 18'-10' 13'-0' 11'. • 1:Flexural stress controls allowable wall height 14 RECEIVED MAY 28 2013 Safewav/Von's Project Specifications C.Free floating intermediate posts shall be located at-) all curves and at intervals not exceeding 8 feet.)iViSION • Side folding Grill Intermediate posts shall be be equipped with self- Part 1 General adjusting spring loaded drop bolts with Best brand construction cores spring activated dust proof stainless 1.01 General steel receptacles_ A. Supply and install where indicated folding D.Pull bar at leading post shall be installed for ease of aluminum closure model"Q-Clear"as manufactured operation, all heights. by QMI Security Solutions TELEPHONE 800-446-2500 2.04 Track FAX 630-980-6364 A.Curtain shall be hung from an overhead track 1- smiller@gmiusa.com 5/16"wide by 1-9/16"high. Track shall be aluminum 6351 alloy tempered to T6. 1.02 Exclusions B.Curves where required shall be 14"radius standard. A.Work not included in this section. Preparation of Standard curves are 45 degree and 90. Other curves the opening, overhead track supports,storage pockets, are available on special order,with additional charge. miscellaneous trim and field painting. 2.05 Stacking 1.03 Submittals A. Stacking shall not exceed a depth of 1.15"per A. Submittals(shop drawings, installation instructions, foot of closure width plus 3"for each post operation and maintenance instructions)shall be in (lead,end or intermediate). accordance with general instructions. B. 2.06 Finish A. Finish shall be standard anodized dark bronze. Part 2 Product Part 3 Installation 2.01 Model type A."Q-Clear"by Q11II Security Solutions 3.01 Inspection A.Verify that all preparation work has been completed 2.02 Curtain by other trades. A.The top and bottom of each section will be fitted B.Verify dimensions of opening prior to installation. with an aluminum panel 4 inches high. This panel will 3.02 Installation consist of an aluminum extrusion 1/16 inch thick and A.Closure as per printed instructions from QMI composed of modules with a 15 degree angle between Security Solutions and approved shop drawing. them to facilitate the operation of the closure. The B.Clean and adjust closure to ensure smooth curtain is constructed of 6 inches wide modules linked operation. together by a continuous aluminum hinge. These hinges will hold co polyester panels"Self- extinguishing co polyester"5-1/2"inches wide and 1/16 inch thick. Each panel is entirely recessed in the aluminum hinge throughout its full height 2.03 Locking A.Lead post shall be equipped with a self-adjusting spring loaded up and down bolts.The lead post will have a Best brand construction core on store-side only. B.Trailing post shall be equipped with a self-adjusting spring loaded up and down bolts.The trailing post will have a Best brand construction core on the store-side and a thumb turn egress on the pharmacy side. 1 PA. a SECURITY SOLUTIONS Pocket Requirements 1 A Ideal 10' (254nn min. 1 8' (203nn +c— :3---_%::: bIII I - :.' � - rlu:-: -.c I- // — ,t 4' - 102m � \`\. mini/nun Radius Radius P (Ininimun stocking) = 14' - 356rnri10' - 254rnn A B B 1,15' per linear foot + 3' per post 8' - 203rnn 18' - 457rnri4' - 356r1rn or 9' - 229rnrn 14' - 356rirl 1' - 279r an 10' - 254mn .2' - 305rnr10" - 254nm +mr} per linear meter .2' - 305rnr1:1' - 279rnr1 9' - 229r1rn 76rnrn per post A I Interior pocket width, width 10' - 254mn 4' - 102rnm min clearance both sides of track. is recommended with a standard If a pocket door Is used, the door rust 1 14' - 356mm radius and B at 12' - 305mm not obstruct the entry dimension given. B 1 Pocket entrance width J 1 1 TRACK POCKET . • MINIMUM STACKING ibl1K3' • 1.05'PER FOOT OF OPENING PLUS 3.5'PER POST OR ROUGHLY • ,_/ . 2'PER FOOT OF OPENING MIN. 14'RADIUS CURVE w i �. �IN.I VT IND l 12• 4-112• N ► ' " SECTIO 13A4• 3/4• WEIGHT LBSJSQ.FT. MIN. 1-1f2' Q-CLASSIC 1.2 Q-GUARD 1.5 Q-CLEAR-TEMPERED GLASS 2.5 Q-CLEAR-LEXAN 2.2 CLEARANCE EOM Q-AIR 2.0 THE GRILLE SUPPORT SHOULD BE DESIGNED TO CARRY THE WEIGHT Mil OF A FULLY STACKED DOOR L AT ANY POINT ALONG ITS LENGTH FLOOR 1-112 (COUNTER 1•) El FLOOR SOCKET LOCKING 1--3'4' ® 0 4--- 0 -. -. f O -0.. -. 2 --1-1-51-1-- -t i 1- {- --(1141.11 i 6 1- 7 1 H 8 TOP&BOTTOM BOTTOM LOCKING BOTTOM LOCKING BIPART SELF LOCKING HOOKBOLT& FIXED END LOCKING DW INTERMEDIATE INTERMEDIATE HOOIBOLT INTO WALL STRIKER CYLINDER CONTROL SPRING KNOB BOTTOM LOCKING STRIKER SAMPLE LAYOUTS )9