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HomeMy WebLinkAboutBUP2022-00177 (6 of 9) BU P2022 -00 177 ( 6 of 9 ) OFFICE COPS'. O O O O RECEIVED o 0 IAN 25 2024 CITY OF TIGARD BUILDING DMSION 00,in MOT Mark Product Qty Length LF/Q 10503 2 X 9-1/2 BCI 5000 1.7E 6 3 18 13 30504 2 X 9-1/2 BCI 50001.7E 2 4 8CCI ro_rxo ` '"'' 10508 2 X 9-1/2 act 5000 1.7E 2 8 16 ii3� V/ • •-• - 10510 2 X 9-1/2 BCI 50001.7E 40 10 400 • • �., . ___ LGR3 1-3/4 X 9-1/2 Versa-Lam 2.1E 2&- .5 20 300 -1.111111. /N:xwJl7i;mrwR - �I/ — ,• 55103 1-3/4 X 11-7/8 Versa-Lam 2.1E 28... 9 3 27 Jx = yyr-�•119 =F 09'2 `GR;____, 55203 1-3/4 X 5-1/2 Versa-Lam 2.1E 2800 9 3 27 U 2 R ptl LA " 2 - m 8 JO'10 = O 55313 1-3/4 X 14 Versa-Lam 2.1E 2800 9 13 117 /�� c, ( Ot pJ 55316 1-3/4 X 14 Versa-Lam 2.1E 2800 3 16 48 W,w m 309'2 § (2 J0 8 **Rip to 7-7/8"deep per 8/S210 55413** 1-3/4 X 9.1/2 Versa-Lam 2.1E 2800 9 13 117 U) /' u. •-t **Rip to 7-7/8"deep per 8/S210 55416** 1-3/4 X 9-1/2 Versa-Lam 2.1E 2800 3 16 48 • / aP (7 y m m w _ _ BK5 1-3/4 X 9-1/2 Versa-Lam 2.1E 2800 2 20 40 0 L1G a t 5R 3 -- - - CGl F80904 5-1/2 X 9 ARCH 24f-V4 GLB C=STD 1 4 M .2~ 2r FB0905 5-1/2 X 9 ARCH 24F-V4 GLB C=STD 3 15 FB0906 5-1/2 X 9 ARCH 24F-V4 GLB C=STD 4 E 24 FB0907 5-1/2 X 9 ARCH 24F-V4 GLB C=STD 1 7 7 FRAMING FB0910 5-1/2 X 9 ARCH 24F-V4 GLB C=STD 1 10 10 REVISION FB0911 5-1/2 X 9 ARCH 24F-V4 GLB C=STD 4 11 44 PENDING ASI 05 AT FB0912 5-1/2 X 9 ARCH 24F-V4 GLB C=STD 8 12 96 BALCONY, (4) DB0208 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 3 8 24 H18 ITS2.06/9.5 100 1 100 PLACES. EELLC H19 1151.81/9.5 48 1 48 H2O H65.50/9 4 1 4 H24 HUCQ612-SD5 2 1 2 h4P:IF, FBD906 REVISION APPRO Q/ E "�el o O W 3 � - o O m- g F-o[O d =H19�r H19 i E 3a....)_ O N• O O e�L m (8 JO?10 3** • (2 JO 2m a U a....)_- le001-1' L.L. o - 1_,4 H1 f 0912 m +�- Ji / .• �-I H19 E Li E 'live..-• J CO m H —LGR3 —.— =LGR3 — Z O w W O 3020,W C C5 WOW OOH=Ufx Za—WiHOU cn 0 2 L`W CO I I �—J UCCDDQZ aatn Za— H_11UJ5 W Z�HUQ=cc oF_ogow0 W(xUpWU1Zcc H 0_=CC—CC Z W .21. .n ZWH0OWZZ LGR3 I Ww')wZzoC3 o ■ o m in 2 11 1 x H1•y Y 19 = E ; •_3,3 <HOLLOZOW a ix z (n 0 (8J0510 o _ pULUg(3-W coH1` MT • r-:0912 2a"CC ,. MM >IZo 1-1— u. L 4 SUBMITTAL REVIEW H W 5 ce O Q E " '0:119 E E W01:: i' 5 -J a_OZaZU I2 4 EC3R 0 I ~r 0 NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT -W W a=Z H ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM Q 2 H H H_O EQUILIBRIUM CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT U-1= Q H OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE <d C..O W Q CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE.IS SUBJECT TO THE RE- d QUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESPON. 0 D<O 0 SIBLE FOR:DIMENSIONS WHICH FABRICATED T E JOB SITE:FABRICATIONPROCESSES AND ECHNIQ ES OF CONSTRUCTION? (n W 0_LLJ O COORDINATION OF THEIR WORK WITH THAT OF ALL OTHER TRADES:AND THE <= Q- EN9IN8B 0 SATISFACTORY PERFORMANCE OF THEIR WORK. 0(n H Z co BY 91LcA -`4,t A DATE 01.12.2024 • Q Z VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT •. a. BASED ON CONSTRUCTION : UI I- 21. I DOCUMENTS AND OTHER z CFa • GR3 DATA SHALL NOT PREVENT z W x H1 19 E x 3 3 THE CODE OFFICIAL FROM et ^ m ,./ • - 3** REQUIRING THE CORRECTION W • (2,,J0"• (8 J0010 .t x - -OC OF ERRORS.OSSC 105.4 0 O El H1'I•1P —0912 ;; a, :� PLACING PLAN NOTES: 0 J Q X M; I RT•7 LL a. W T G� <-t=LGR3 • O 1. DO NOT NOTCH BCI JOIST FLANGES W O� U W FOR ANY REASON,TYP. Z a I I 2.SHIFT BCI JOISTS UP TO 3"TO I-- < Q O o AVOID PLUMBING DROP,TYP OD WN U<z 3. REFER TO THE STRUCTURAL 2 ry,2 m DRAWINGS FOR ALL NECESSARY - DETAILS,TYP. I O Q O LEGEND: 0 L- O ® ® 0 ADD=ADDITIONAL JOIST BBO=BEAM BY OTHERS r- BK=BLOCKING PANELS(FIELD CUT) I 6 DBE © C=COLUMN iCG DB=DROPPED BEAM il FB=FLUSH BEAM H=HANGER P�OGO.�o� L)GR=LEDGER BOARD BCI JOIST RM= RIM 0 /V C)��� SS=STAIR STR NGER Job#: 23-000059 • * \'—CiOv SPACE BCI JOISTS AT 24"OC U.O.N. December 14, 2023 FO UON,TYPICAL. i FLOOR UNIFORM DESIGN LOADS: 40 PSF LL, 32 PSF DL U.N.O By: Jeff Davis THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale: 1/8" = 1' FIRSTDRAWINGS BY EQUILIBRIUM ENGINEERS LLC FLOOR MEZZANINE PLACEMENT PLAN DATED 11/15/23, ASI 04 Sheet 01/11 =1 191 =1 I I =1 ` --°- O -_ _ __ --= O I 1— OD O O 0 O Mark Product - Qty Length LF/Q W 10503 2 X 9-1/2 BCI 5000 1.7E 6 3 18 J0504 2 X 9-1/2 BCI 5000 1.7E 2 4 8 10508 2 X 9-1/2 BCI 5000 1.7E CU 2 8 16 ,,++ 0 0 10510 2 X 9-1/2 BCI 5000 1.7E 40 10 400 V,A LGR3 1-3/4 X 9-1/2 Versa-Lam 2.1E 2L 15 20 300 V/ 55103 1-3/4 X 11-7/8 Versa-Lam 2.1E 280u 9 3 27 55203 1-3/4 X 5-1/2 Versa-Lam 2.1E 2800 9 3 27 117 16 48 S5313 1-3/4 X 14 Versa-Lam 2.1E 2800 9 13 v 55316 1-3/4 X 14 Versa-Lam 2.1E 2800 3 A+ **Rip to 7-7/8"deep per 8/S210 55413** 1-3/4 X 9-1/2 Versa-Lam 2.1E 28r' 9 13 117 Cl) **Rip to 7-7/8"deep per 8/S210 55416** 1-3/4 X 9-1/2 Versa-Lam 2.1E 280, 3 16 48 ._ - BK5 1-3/4 X 9-1/2 V 1E 2800 2 20 40 0 FB0904 5-1/2 X 9 ARCH ,;LB C=STD 1 4 4 FB0905 '2 X 9 ARCH /4 GLB C=STD 3 5 15 CCI FB0906 '2 X 9 ARCH TD 4 6 24 FB0907 '2 X 9 ARCH D 1 7 7 a ARCH 24F-V4 GLB C=STO 10 10 J ARCH 24F-V4 GLB C=STD Y 11 44 ,912 5-1/2 X 9 ARCH 24F-V4 GLB C=STD 8 12 96 DB0208 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 3 8 24 J H18 IT52.06/9.5 100 1 100 (:@ H19 11-51.81/9.5 48 1 48 H2O HB5.50/9 4 1 4 0 H24 HUCQ612-SDS 2 1 2 W >N r Z= U�oF =0�=� d N O'2 Oy r O'9 " 22S5iEU0t s '^slim, cCIO o Z W0 CO W W O p 2 CD • H 0OHD0W LL Lij D_ 0aHRH O - I 0 ZU)O -°w U rT m oj 3 W aODCDCCZ aan Za� C0< O W Q o�Zgct F-o owo W OC OUL] U)ZO_ Hd:7O' 11ZW LU ZZ W H o O W Lu Z W co 1O W Z Z of� u)=Wc005ZZ QHOu-1ZO W _,C -Oui Ili O1_ n Z c Zr-Ww _ >=Z0HF O H C5( =W U 0 a O W U O O Q Hg Wo W w0-=ZH Q H H H O 0 W=U W F SUBMITTAL REVIEW <a rx o o OO 9 ❑ NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT W CO W o:G_O LU 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM O u)H D d LL Z 0 O O O O O EQUILIBRIUM CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT m< Cl)CD CD OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE- CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE,IS SUBJECT TO THE RE- QUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESPON- Z SIBLE FOR:DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATED AT THE JOB SITE;FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; .J COORDINATION OF THEIR WORK WITH THAT OF ALL OTHER TRADES;AND THE ENGINEERSI SATISFACTORY PERFORMANCE OF THEIR WORK. LL BY )y1uM4 DATE 01.12.2024 (.9 z w CO— " CO0 0 PLACING PLAN NOTES: O J R Q d W3 1. DO NOT NOTCH BCI JOIST FLANGES 0 w o w FOR ANY REASON,TYP. Z = Z �D 2.SHIFT BCI JOISTS UP TO 3"TO F- < U O AVOID PLUMBING DROP,TYP OD W co; 3. REFER TO THE STRUCTURAL 2 2 m DRAWINGS FOR ALL NECESSARY DETAILS,TYP. (Y O Q O LEGEND: 0 LL ADD=ADDITIONAL JOIST I- BBO=BEAM BY OTHERS CC BK=BLOCKING PANELS(FIELD CUT) LL C=COLUMN CG DB=DROPPED BEAM FB=FLUSH BEAM \ H=HANGER �O .\C) ()J=QTY AND BCI JOIST v S-\ \)- SSR=LEDGER STAIROARD STRIINGER Job#: 23-000059 Co -C1 SPACE BCI JOISTS AT 24"OC U.O.N. ° UON,TYPICAL. December 14, 2023 FLOOR UNIFORM DESIGN LOADS: 40 PSF LL, 32 PSF DL U.N.O By: Jeff Davis THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale: 1/8" = 1' FIRSTDRAWINGS BY EQUILIBRIUM ENGINEERS LLC FLOOR MEZZANINE PLACEMENT PLAN DATED 11/15/23, ASI 04 Sheet 02/11 0 0 © 0 - ~ O Mark Product Qty Length lF/Q m T (11)HO' - _a ' ' 01OIo " H ' ° r (19)HO' 10103 2-5/16 X 11-7/8 BC1 6000 1.8E 4 3 12 2 0 o ° J0104 2-5/16 X 11-7/8 BCI 6000 1.8E 15 4 60 Q9),011) 10106 2-5/16 X 11-7/8 BCI 6000 1.8E 55 6 330 01).011? a ° 24"OC ° 10107 2-5/16 X 11-7/8 BCI 6000 1.8E 28 7 196 •' 24"OC 4 10108 2-5/16 X 11-7/8 BCI 6000 1.8E 2 8 16 g J0109 2-5/16 X 11-7/8 BCI 6000 1.8E 16 9 144 �p x I µ _ (19)HO" J0110 2-5/16 X 11-7/8 BCI 6000 1.8E 297 10 2970 11Ni01 _ U o U O - •- "' 10111 2-5/16X 11-7/8 BCI 6000 1.8E 73 31 803 ®A+ F�.14Ut F'O4V c p x (!9)-1-1(1 ° 10112 2-5/16 X 11-7/8 BCI 6000 1.8E 165 12 1980 V/ (11,HO' N o _N E� I = 10113 2-5/16 X 11-7/8 BCI 6000 1.8E 53 13 689 10114 2-5/16 X 11-7/8 BCI 60001.8E 62 14 868 o Q1),011) ® m (211.0114 J0214 2-5/I6X11-7/88CI602.OE 9 14 126 m 24"`OC 5 '6"OC ir O Hot (5 i01 s`t 10215 2-5/16 X 11-7/8 BCI 60 2.0E 14 15 210 //\ c it 7 7 0 + 10314 2-5/16 X 16 BCI 60 2.0E 8 14 112 V�/ ( 1 HC1 o (5)i01 0 _ _ = 1 F 05 ^� (>)i01 o I (14)f 01 Will J0320 2-5/16 X 16 BCI 60 2.0E 17 20 340 == 10613 2.5/16 X 9-1/2 BC!1 6000 1.8E 16 13 208 V 9K♦D 9 �' t t - j91 i� ' , - �1 10710 3-1/2 X 11-7/8 BCI 90 2.0E 11 10 110 g ° r. FB18t;ui J1 ° - J071Z 3-1/2X11-7/8BCI902.0E 11 12 132 ,A �BK1 H22�K2 a 1).011) i o = �, (171 J0,06 _i 10815 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 6 15 90 VI BK2 24"OC _ m *These stringers to be ripped 1 2x"OC ME pped in half to 5-7/8" mo o = LL attach to adjacent stingers per 8/8210 M- O+ 12 11 BK1 2-5/16 X 11-7/8 BCI 6000 1.8E 16 20 320 ■ :t t :t,J. �' BK4 2-5/16 X 16 BCI 60 2.0E 1 20 20 O g- (11)Ho' 6) 01 � BK7 2-5/16 X 9-1/2 BCI 6000 1.8E 1 20 20 m 11,H0 .i ■ FB1808 3-1/2 X 11-7/8 Versa-Lam 2.1E 3r. 1 8 8 I' M rn ' _ �'J�I (16)J�111 ®� LGRi 1 3/4 X it 7/8 Versa Lam 2.1E 28;: 6 20 120 ?4"OC LGR3 1-3/4 X 9.1/2 Versa-Lam 2.1E 2800 2 20 40 rpj 011PH •C2.1E 2800 t8 11 198 billiam (1>)H)2 hil *,rRlp to 77/8"deep per8/5210 55416** 1-3/4 X 91/2 Versa-La, 16�'f>♦C'iI w■I - -t"+ _-1• -, BK2 1-3/4 X 11-7/8 Versa-L,- )0 9 20 180 _'+ -" ,- -- - - - ( I „ (1 )H 2 BK3 3-1/2 X 11-7/8 Versa-Lam L.1L s100 2 20 40 01 11 10 I H 1I' BK6 1-1/2 X 5-1/2 Versa-Lam 1.8E 2400 2 20 40 - 1 I 3Mr FBO305 3-1/2 X 10-1/2 ARCH 24F-V4 GLB C 5 5 11 011II, 1°'"• (1r�JO 13 t FBO107 3-1/2 X 10-1/2 ARCH 24F-V4 GLB C- 7 7 ., g. OC 24"OC I - - �"OC F6o108 3-1/2 X 10-1/2 ARCH 24F-V4 GLB C=57L. 1 8 8 �u�=L F.z- 213. ) S _ • I... FB0209 3-1/2 X 11.7/8 ARCH 24F-V4 GLB C=STD 1 9 9 c')+ V i 2 (11)HO L� 1 FB0210 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 10 10 N N o 1§2 5_o S HO ° •t fr��+�w= H 1( =< _ = FB0212 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 12 36 -o.)-.01-0 0.g.C o 0 _ _ FB0213 3.1/2 X 11.7/8 ARCH 24F-V4 GLB C=STD T 65 I;LYII.. � DB01050 Le I C3R7 FB0306 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 6 6 1111,1 tf• Mgr Wks for strap/ • F. FB0309 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 1 9 9 CC 10' 1 011' �� FB0310 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 5 10 50 N e`' 24"OC o 24"'OCta mu :: O FB0311 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 3 11 33 u_ FB0312 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 5 12 60 '� 11 HO m (11)HO , ,] FB0313 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 1 13 13 m W H O _ _ _ FB0320 5-1/2 X 15 ARCH 24F-V4 GLB C=STr 2 20 40 LU a 11)Hoi 1 t _�' - 1 HO FB0509 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C 3 9 27 Z W W JCL FB0512 5-1/2 X 11-7/8 ARCH 24F-V4 ::=STD 1 12 12 0 2 O 2 W • o FB0513 5-1/2 X 11-7/8 ARCH 24F-V4(_3 C=STD 1 13 13 1> -W 0 Ww o011),011) o o FB0514 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 14 14 a U Ca, pt).0111 24"OC H CC 411 LL 24"OC FB0515 5-1/2 X 11-7/8 ARCH 24F-V4 Cr^ cT. 3 15 45 C7 a W- ~ Z_ 0�OW W FB0516 5-1/2 X 11-7/8 ARCH 24F-V4 1 16 16 O (7)-101 ( Hlr , m 111)HO k _ UZamUJ-�U) o FB0711 5-1/2 X 10-1/2 ARCH 24F-V4 GLB C=STD 3 11 33 Q Q O Ur (7)101 " ,, ()Hi, - ` `• �11 HO E,. FB0712 5-1/2 X 10-1/2 ARCH 24F-V4 GLB C=STD 7 12 84 0_a U) Z a Z - ■,•--.- FB0808 5-1/2 X 19-1/2 ARCH 24F-V4 GLB C=STD 1 8 8 U J 2 U W Q III FB0820 5-1/2 X 19-1/2 ARCH 24F-V4 GLB C=STD 1 20 20 2 Z<aQ F CC N FB1116 6-3/4 X 15 ARCH 24F-V4 GLB C=STD 1 16 16 D 2 (11).011' ' . tit-OD C7uJ �24"OC 2 fe m ° 24 OC _ FB1414 5-1/2 X 15 ARCH 24F-V8 GLB C=0 1 14 14 L j CC U p W Z ec 4 U. DB0305 5-1/2 X 13-1/2 ARCH 24F-V4 GLB C=STD 1 5 5 W D CC IX W W DB0208 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 2 8 16 Z F-CJ O W W Z (11)H01 II!i DB0316 6-3/4 X 13-1/2 ARCH 24F-V4 GLB C=STD 1 16 16 W W CO W Z Z 0 U `ti "• "' ' "• a _ (11)H0 HO1 1T52.37/11.88 1581 1 1581 W 2 W Z (11)HOr� o (11)H0 „ H02 BA2.37/11.88 174 1 174 W~O W Z O W JOT-OQ�WU� r 1 F1K, Q1),011) o - 1 .0111 H04 BAH03 t4375/11.88 511.88-2 12 1 0 1 12 0 a W W J W U. ,[�, _ gg1Z 7i 24"OC 24"OC HOS DGF2.37/11.88 98 1 98 2 Z f-ciTHLU '� Kam'�" - R - - - ill . • H08 BAL37/16 1 1 1 0_O O Z UQ CC r¢ 11 HO H08 BA2.37/16 12 1 12 a W U a 0 Q _ BK+ (111 HO' 0 H09 IT52.37/16 38 1 38 W 1-- C~J<W Z 2 ® v 11,HO� 0 11 HO H10 M174.75/16 1 1 1 - H11 BA4.75/16 1 1 1 Q21W--I-I-o I1) 011) o 1 .011 ME H12 HU9 8 1 8 tq�U20Q 24 •C 24"`OC H14 MIT3511.88 106 1 106 0Q a 0 W 2 H21 1TS3.56/11.88 122 1 122 W U W a 0 0 CC 7 01� '. H , o (11)HO H22 H26 M T351611.88 132 1 164 Q Q F a Z H27 MGU5.62-SDS H=11.875 2 32 1 2 m< co t HC2 t l �11 HO �■. H28 MIT411.88 10 1 10 '"+'7 H29 HWPH5.62 H=11.875 OSL 1 1 1 0111 . - 1 .011-it H30 HUC4412 SDS 1 1 1 F IHH •C 24"`OC -�, H31 11S2.37/9.5 56 1 56H36 HGLT4 H11.875 1 1 1 z HO' - 11 HO mg..: H39 HWPH3.56H=11.875 6 1 6 Z d _ '__I H42 DGHF3.62/11.2505L 2 1 2 _ misiWiodi 11 Ho H43 HGLTV6 H=15 1 1 1 H 11 HO ) (n -,!: U) W • 11) t11) 1 011 41 """" 24 • 24^OC SUBMITTAL REVIEW PLACING PLAN NOTES: O W m Q ICED 111 ❑ NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT U W 1. DO NOT NOTCH BCI JOIST FLANGES (.) Q 0 IY • 11 H01 0 0 _11 HO „ 0 MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM FOR ANY REASON,TYP. I J U in 0 11 H01 m (11)HO '- EQUILIBRIUM CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT D CO D OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE- Q O . _ CONTRACT S Of T+HE PLANS A C ION SHFICATIONOVE,IS SUBJECT 50 HE RE. 2. SHIFT BCI JOISTS UP TO 3 TO O I AVOID PLUMBING DROP,TYP D 0 W z I 1 1 �� O 1).011 1 -- --- SIBLE FOR:DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATED AT 0 O co O O THE lOB SITE;FAeRICAnON PROCESSES ANO TECHNIQUES OF CONSTRUCTION; OC 24"OC COORDINATION OF THEIR WORK WITH THAT OF ALL OTHER TRADES;AND THE ENGINEER SATISFACTORY PERFORMANCE OF THEIR WORK. DATE 3. REFER TO THE STRUCTURAL LI_ m • m 11 1 BY y�4 tL }LM /l 01.12.2024 DRAVVINGS FOR ALL NECESSARY DETAILS,TYP. H 0 �l i Z 11 14 o I� m 411)H1 O it. 1'. LEGEND: 0 W 1 011 1 .011' O ADD=ADDITIONAL JOIST CO 24"OC 0 0 0 © 0 BBO=BEAM BY OTHERS II ® CK COLOUMNING PANELS(FIELD CUT) 6 - j_MIII■IMEIT;T1• ^11 Ho -`\ DB=DROPPED BEAM 147".44.1.��ID+ CIS 11 HO ' ..:K+ HO. HO H0 H0 HO 1 H07m 'fi HO HO `1 a HUti . O11°11 9 B 0 C a e e o e e e e - J1° "° ° V FB= FLUSH BEAM 1 1 .1.��PM._ l '�dSiiF��lh"-�- 1�' .��� �rr��1 O AA\\ H J HANGER I t : 0 24'OC C=M P ��muo?,r+r m,;rr.m•• i �!!!!�!"}11' ` \Q\v 0 J=OTYAND BCI JOIST K; '� LGR=LEDGER mr m ■ con r; r • •(, r Y ` V �� RM= RIM BOARD (it ( H 5 figoill...■ � $ ' .. w _`��/ A\G)� SS=STAIR STRINGER Job#: 23 000059 •rc. Iw e.N••.LYI Y4N.NW 1.iR•.'� :1:.• _� ••.�-"'V O or O", O O O O N r�U �N tet s H 2 (s Ffia x o ,x S� x x S. x ,x o x �Ot� UON,TYPICAL. December 14, 2023 0 0 =g ���yy�� ��rr��_ 'f� �� f� ^,1� ) t G SPACE BCI JOISTS AT 24"OC U.O.N. lJ.�.t•7:�iJI cOy N ' t- t-N ..N .- t-N 'N _N _N ;.) 0 1- 't --e -y„I� �1oow+ �( oovxu,seP... , �U o o U o ' s o 5 .)I,y +•Dwl o a LL LL ����so I��� x oO x x o0 x t FLOOR UNIFORM DESIGN LOADS: :: I o 8)JOd1- _m �� 6N 6N By: Jeff Davis 'OD pr_.. a 1t"OC HI+o1 �I01 t, C =t 40 PSF LL, 32 PSF DL U.N.O THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale: 1/8" = 1' DRAWINGS BY EQUILIBRIUMENGINEERS LLC SECOND FLOOR PLACEMENT PLAN DATED 11/15/23, ASI 04 Sheet 03/11 Ea _K e 24"OC 24"OC B O K1 1y (111H01L -- ,. St . -. (11)H01 O ;:,�x-11BM ��-> 11 HO Mark Product Qty Length LF/Q ���� z- �1r - 10103 2-5/16 X 11-7/8 BCI 60001.8E 4 3 12 PROVID AT 11 I ai)011) �1" 10104 2-5/16X11-7/S BCI 60001.8E 15 a 60 J0106 2-5/16 X 11-7/8 BCI 60001.8E SS 6 330 10107 2-5/16 X 11-7/8 BCI 60001.8E 28 7 196 HSS BEAM PER Q ° L1E 10109 2-5/16 X 11-7/8 BCI 60001.8E 16 9 144 14/S501 SIM ° 1i1 H1, :11)H14 10110 2-5/16 X 11-7/8 BCI 6000 1.8E 297 10 2970 10111 2-5/16 X 11-7/8 BC!60001.8E 73 11 803 ® AS NOTED CD '+�s 10112 2-5/16 X 11-7/8 BCI 6000 1.8E 165 12 1980 IN :K - ,� :K' D_ 1).011' -'„ (I1).011? O 10113 2-5/16 X 11-7/8 BC!6000 1.8E 53 13 689 PREVIOUS ° 24"OC ° 24"OC O, iE) OF © H 10114 2-5/16 X 11-7/8 BCI 6000 1.8E 62 14 868 CtS SUBMITTAL. I ,Y 10214 2-5/16 X 11-7/8 BC,60 2.0E 9 14 126 V I10215 2-5/16 X 11-7/8 BCI 60 2.0E 14 15 210 ,,AA • EELLC o- 11)Ho 1 10314 2-5/16 X 16 BC!60 2.0E 8 14 112 VI " 111)H01 �..- - -- , _ - - �•„ O 10320 2-5/16 X 16 BCI 60 2.0E 17 20 340 03 (10)HO 111)HO1 �� •' 1 HO HO , HO r K. II:1 , _ . _c Y _ ..eHo et f e e e��e a ezF.R e t _ 10613 2-5/16 X 9-1/2 BCI 60001.8E 16 13 208 2 10710 3-1/2 X 11-7/8 1 011, , - : I! t,..�-i, �1 t t BCI 90 2.0E 11 10 110 A+ o . I.11.011 1 24"OC -n• w��r,, � 7a Gv 4_•• or ' AIIDn io�t at stra�11 �• 10712 3-1/2 X 11-7/8 BCI 90 2.0E 11 12 132 ) O11 BK1 BKT - r( .1 t}--��i f ) t� y i 10815 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 6 15 90 BK3 2-5/16 X 11-7/8 BCI 60001.8E 16 20 320 ■� •0 H0_• o (E,H(5 5 i02 � m �1 t��1 tY t1 • BK4 2-5/16 X 16 BCI 60 2.0E 1 20 20 0 +�TO•`++`+� r.1 - ���' t. �� T N _m LL �tr+o +r--- r••(7� :Y.. t ;7 BK7 2-5/16 X 9-1/2 BCI 60001.8E 1 20 20 ,. 6 Q 2.."�,�.A".,,z IB c p (� I O t� O O C C O N n: N CO r. _ MY .- OO x 2 OO x x OV x x O� 2 2 0• x -_._____ `:,x"` -`x 1^ ..,tY� .-a t 1r. r FB1808 3-1/2 X 11-7/8 Versa-Lam 2.1E 3100 1 8 8 • NIP �, S 1 U aD M.O •N N ^N �N r• ,� ^N ,-N N LGR1 1.3/4 X 11-7/8 Versa-Lam 2.1E 2£ 6 20 120 6) 0'1 " J_ o o+ �"�1°'t 6 "I o 0 0 o LGR3 1-3/4 X 9-1/2 Versa-Lam 2.1E 28C 2 20 40 M - _ - - m m 100r011.38pt DL 00 LL,88PNBL 16 Ov - LL O •-a'� 1L IL' x 08 x x O� x e �]`1I1JiY- '1 1� '�•t 1 iJ (1 t 55111 1-3/4 X 11-7/8 Versa-Lam 2.1E 28C 18 11 198 ' 1ao rir u C J " n N '°N • SS316 1-3/4 X 14 Versa-Lam 2.1E 2800 4 16 64 , - ° 5)J510S ° YMIN is SS416 1-3/4 X 9-1/2 Versa-Lam 2.1E 2800 4 16 64 24"OC _ : _ C_MEMEIM '7 t> :, o • BK2 1-3/4 X 11-7/8 Versa-Lam 2.1E 2800 9 20 180 ., II= BK3 3-1/2 X 11-7/8 Versa-Lam 2.1E R 1 0n 2 20 40 16 H 12 _ - 5 i01 ,6 - ')_0103 + e-e- _ �0 0 04o 0 0 0'• r, _ •e eto 0 BK6 1-1/2 X 5-1/2 Versa-Lam l E 2 20 40 in ••• ••" - FBO305 3-1 2 X 10-1 2 ARCH 24F-V4,,.. 1 5 5 o 1i.I p o o .1„. r i0' FB0515 a / / Align Mg at strap 1 C. F60107 3-1/2 X 10-1/2 ARCH 24F-V4 GLB C=STD 1 7 7 (5)J)1 7 E m u•N o 6"OI F60108 3-1/2 X 10-1 2 ARCH 24F-V4 GLB C=STD 1 8 8 a N W z w FB0209 3-1 2 X 11-7 8 ARCH 24F-V4 GLB C STD 1 9 9 $O w '_ i " 4: 10 _- FROri1F - - - - - - - Z 2: ini o .�';. . •��8 - _ _ 0108 - O FB0210 3-1/2 X li-7/8 ARCH 24F-V4 GLB C=STD 1 10 30wNpz . .„ o . ,_ 1, _ _ _ _ _ _ FB F60212 3-1/2 X 11-7/8 ARCH 24-V4 GLB C=STD312 36 °N =QC = _ •-,T- roo Or}--8�9•K. B 9 0i = _ - - = g r p� w' ` ; o �II � �(��� FB0213 3-1�2X11-7/BARCH24F-V4GLBC=STD 5 13 65'x. Ii - -t0 r 11 (x2) FB0306 5-1 2 X 15 ARCH 24f-V4 GLB C=STD 1 6 66 I� g vf" .a U � Y ' r��t I ' , '( I -= . m• � �24"O H 03 103 'II■'2FB0309 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 1 9 9 ili LL. o -n:"T TI.' _•� ,�_-_ _- , , I . .E"" '■, 8°a. -t-o • 24"OC FB0310 5 1/2 X 15 ARCH 24F-V4 GLB C=STD 5 10 50 L� _,1. ° ' In 1 • o _ N I�� N t1 N 1 ' ..3IL'111.1 t' ?o o FB0311 5.1/2 X 15 ARCH 24F-V4 GLB C=STD 3 11 33 - 1 Y 4•'��le+, 1., v a t c m x o Cr) �' FB0312 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 5 12 60 1411mo ;O - a o a o U O o0 x 0 �U o = c• x 0O y �CEI© ' 2 3 02-N`' _i02 > W -O , 2 2 o O v x o O n 2 - • x o• -ll y x.. FB0313 5.1/2 X 15 ARCH 24F-V4 GLB C=STD 1 13 13 CO a- }� e 1, x�1. 2,• a sa �' x I'a �, , � c7 00 w �o !o e x --a -"'v FB0320 5-1 2 X 15 ARCH 24F-V4 GLB C=STD 20 40 • ,i ' , I' �N .. �� ^ 2 •`N :� �N v �N m •� O .- �� z c - l Lli"�.n-- / Z 0 LU J F- 1 JA 3 _ us • :.-o. • '�g - v 11" e t - _ B$ _ FB0509 5-1/2 X 11-7/6.ARCH 24F-44 GLB C=STD 9 27 W_W re tl. _ r, I ,_ 0 am I 2S 0: :1 oLe a Y 3 IIII 8 FB0512 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 12 12 O=O W 0 n^M, g o .g FB0513 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 13 13 F- W :1 - ' w i B ' ' - +>'--�� O / 0 1 �, 1 YF] 'Sg+5 I .11' FB0514 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 14 • O U U(r r t}--�� = 1 7 FB0515 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 3 15 4: a-W- _ _Y - - oIII o ` V .`1.- 3._ N : 3 '1 - - - - tJ�'' - _ --N]LY";'� ' ` �1 m - FB0516 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 16 16 Z co O co O W •m - - - 4�j 64 - 4_ _ _- - Yi'gr� ���` -- _ _ _ ..���. _ _ �1 _ 11.111111 • q UZ�co I-ce�,_ v 1 ' Q]��I ■ a FB0711 5-1/2 X 10-1/2 ARCH 24F-V4 GLB C=STD 11 33 d W co O C7it •.'. •-. --` = �' - m � zr. - Lti1�3d�.�:+3: :. iMI i1-ibr,;i.a-6 ..• 1. 5,�ro7DA�' '.. _ aZ ® N N N N N :I :1 :1 _ '` - O FB0712 5-1/2 X 10-1/2 ARCH 24F-V4 GLB C-STD 12 84 d to Z n - 4) FB0808 5-1/2 X 19-1/2 ARCH 24F-V4 GLB C=STD 1 8 8 I J 1 V g : LIJ , 11 R_ o SS11 "° o o !o 0 0� FB0820 5-1/2 X 19-1/2 ARCH 24F-V4 GLB C=STD 1 20 20 E§Z g g H g Qv o PER S NY t FB1116 6-3/4 X 15 ARCH 24F-V4 GLB C=STD 16 16 0 �` ''�- -i 8/S21 e 1,, FB1414 5-1/2 X 15 ARCH 24F-V8 GLB C=0 14 14 (j,j a U 0 W Cl)Z Ix tea g'o; DB0105 5-1/2 X 13-1/2 ARCH 24F-V4 GLB C=STD 1 5 5 F'o_m cc tJ_Z W EELLC r- OWccoo-wtrW J DB0208 5.1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 2 8 16 Z U F-0 O W IS,I Z 0 0 0 �l - DB0316 6-3/4 X 13-1/2 ARCH 24F-V4 GLB C=STD 1 16 16 W W U W Z Z U 1 zz HO1 ITS2.37/11.88 1581 1 1581 00 Q lei g Z O W H02 BA237/11.88 174 1 174 J O I-0 U W U o 0 Ti 1 ^ ` H03 MIT3511.88-2 10 1 10 O_Z W Ce Z I-Cl)0 �2 -O x ,2_ 00 �y1 J o0 2 H04 BA4.75/11.88 2 1 2 W W W F- o"LugU�W to - N N o o u>N 1 H05 DGF2.37/11.88 98 1 98 >O M Z El S D U �- -U 1 ' H07 HB3.56/11.88 1 1 1 p EJ J i - HOS BA2.37/16 12 1 12 o_O Z Z O Q 11 W t m d i ' H09 IT52.37/16 38 1 38 I- IQ ZZ= I C H10 MIT4.75/16 1 1 1 W Z U co �- �N H11 BA4.75/16 1 1 1 Q�HHF-p~ o +B t H12 HU9 8 1 8 tV�=�Wp~ µ H14 MIT3511.88 106 1 106 er Q a O W 1 H21 ITS3.56/11.88 122 1 122 V Q O U a. ®i{��, v�,� °Ho ° ° °HO • HO a H22 IT51.81/11.88 164 1 164 CO W U W o W �-��_ sry�-::irT Y Ho x Y .1 YH26 MIT3516 32 1 32 p Q H d 0 LGR3 LGR LGR O H27 MGU5.62-SDS H=11.875 2 1 2 m Q f0A H28 MIT411.88 10 1 10 H29 HWPH5.62 H=11.875 05LHUC 1 1 1 A O © O O F © O H31 TS2 37/9.SD5 56 1 56 H36 HGLT4 H=11.875 1 1 1 Z H39 HWPH3.56H=11.875 6 1 6 J H42 DGHF3.62/11.25 OSL 2 1 2 Z CL H43 HGLTV6H=15 1 1 1 vJ 1- U) W • SUBM ITTAL REVIEW PLACING PLAN NOTES: 0 W m Q ❑ NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT 1. DO NOT NOTCH BCI JOIST FLANGES 0 < 00 FOR ANY REASON, TYP. �MAKE CORRECTIONSNUM 0 SUBMIT SPECIFIED ITEM = _.1 �? EQUILIBRIUM CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT Q Q OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE- CONTRACT 2.SHIFT BCI JOISTS UP TO 3"TO C_) E� RE- QUIREMENTS DS OF THE AN ANDACTION SHOWN ABOVE,N SUBJECTACTOIS RESPON- SIBLE ON AVOID PLUMBING DROP,TYP 0 LLI z SIBLE FOR: OF THE PLANS AND BE ARIC CONTRACTOR IS CORRELATED - ui Q SIBLE FOR:DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATED AT THE JOB SITE;FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; L J LL m> COORDINATION OF THEIR WORK WON THAT OF ALL OTHER LAMES;AND THE 3. REFER TO THE STRUCTURAL _i ENGINEERS SATISFACTORY PERFORMANCE OF THEIR WORK. DRAWINGS FOR ALL NECESSARY 01.12.2024 DETAILS,TYP. BYE b{(4�u� �(( DATE il ZZ Q O U LEGEND: 0 W ADD=ADDITIONAL JOIST (n BBO=BEAM BY OTHERS BK=BLOCKING PANELS(FIELD CUT) C=COLUMN CG DB=DROPPED BEAM J FB=FLUSH BEAM O O H=HANGER \" J=QTY AND BCI JOIST VV‘ ��G� SS STAIR ` LGR=LEDGER STRINGER Job#: 23-000059 sCo SPACE BCI JOISTS AT 24"OC U.O.N. ° UON,TYPICAL. December 14, 2023 FLOOR UNIFORM DESIGN LOADS: 40 PSF LL, 32 PSF DL U.N.O BY Jeff Davis THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale: 1/8" = 1' DRAWINGS BY SECOND FLOOR PLACEMENT PLAN DATED 1111/1523 ASN LLC OGINEERS Sheet04/11 0 0 0 ® CD ... - 0 o [11)HO' 0 +t ;, Sot of (19)H01 0 _ �3 of. r 191.011) - - 2 m 01).011? o . - 1 24"OC '4 OC y 1. o ;19)HO1 • o (11)H01 0 = T C = = o q = o �(.9�H(1 o Mark Product Qty Length LF/Q (Rig, (11)H01 ri*20 o _ ^ft . a r.. J0103 2-5/16 X 11-7/8 BCI 6000 1.8E 4 3 12 T� j� - ' CN 10104 2-5/16 X 11-7/8 BCI 60001.8E 2 4 8 ��/ t J0106 2-5/16 X 11-7/8 BCI 6000 1.8E 28 6 168 o Q1).011) o 11 (2)),0114. 10107 2-5/16 X 11-7/8 BCI 6000 1.8E 13 7 91 ,A 24"OC .2 '6"OC 10108 2-5/16 X 11-7/8 BCI 60001.8E 2 8 16 V/ IR' 1 Q 0 o a 10109 2-5/16 X 11-7/8 BCI 6000 1.8E 6 9 54 m (11)HO' F %21 0 t o er Q9 H 1 10110 2-5/16 X 11-7/8 BCI 6000 1.8E 341 10 3410 r�' Y J0111 2-5/16 X 11-7/8 BCI6000 1.8E 63 11 693 V 2--. - -.. .. ., a .. .. .. < - --itl 2 FB180 1 10112 2-5/16 X 11-7/8 BCI 60001.8E 180 12 2160 1 + (1) 011)..,011) o / E E (14 JO 07 J0113 2-5/16 X 11-7/8 BCI 60001.8E 62 13 806 24"OC (4) *These stringers to be ripped in half to 5-7/8'depth, L„) v 24^OC y• J0114 2-5/16 X 11-7/8 BCI 60001.8E 61 14 854 J0214 2-5/16 X 11-7/8 BCI 60 2.0E 11 14 154 SS111 attach to adjacent stingers per 8/5210 n (1,2)Hp1 O (11)H01 o PER _ . d. - �---�► B 209 (16) io1' F I lozls 2-5/16 X 11-7/8 BCI 602.0E 14 15 210 IODCl - `• - -(11)HOir ( ( . 8/S210 M ui 0 J0320 2-5/16 X 16 BC160 2 OE 17 20 340 ' ' l0712 3-1/2 X 11-7/8 BCI 90 2.0E 8 12 96 EELLC Uo �� If o o pY ('6).11111 BK1 2-5/16 X 11-7/8 BCI 60001.8E 13 20 260 .!.4"OC to p24;OOC) 0 Tau vi- L €1 10 - ,:8y q� BK4 2-5/16 X 16 BC!60 2.0E 1 20 20 FB1807 --1/2 X 11-7/8 Versa-Lam 2.1E 3100 1 7 7 1111 a .1 �- a6)MO1 0 LGR1 3/4 X 11-7/8 Versa-Lam 2.1E 2800 2 20 40 R . t. _(11)HOw .. A A St - �_ " - 1 O -(11)HO' o o �11).4. o t!o!�101.__ FBllD73 SS111 3/4 X 11-7/8 Versa-Lam 2.1E 2800 24 11 264 c o BK2 3/4 X 11-7/8 Versa-Lam 2.1E 2800 2 20 40 W. Fr -1/2 X 11-7/8 ARCH 24F-V4 GLB C=5TD 1 9 9 F. = FBU2le 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 2 12 24 B 0 Q1)�011) 0 (1i)J9113 _ 1)�011Z o - - K F80213 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD ', 13 65 a= N 2 12 o J' (1)24 OC . 24^OC !4"OC o FB0216 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=S-r" :! 16 32 u =W u _ FB0306 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 1 6 6 ut z "' o (11)H01 o FB0320 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 2 20 40 D p°9.w O' • - A11)H01 a61 N01 E FB0511 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 11 11 $_S g F"U o a_ i 0 - 0 -11 1-10 BKtY o A 0 FB0513 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C= 4 13 52 3 (11jH0� BK1 nohot 0 o blkc for FB0515 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=5`. 2 15 30 1 LIZ FB0516 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=5T0 1 16 16 tn Kt 1).0112 FB0820 5-1/2 X 19-1/2 ARCH 24F-V4 GLB C=STD 1 20 20 0111).011) o 0 24'OC 24"OC 0 FB1212 5-1/2 X 16-1/2 ARCH 24F-V4 GLB C=STD 1 12 12 IV FB1313 6-3/4 X 18 ARCH 24F-V4 GLB C=STD 1 13 13 } W Si - ,C HOA R 1 DBO105 5-1/2 X 13-1/2 ARCH 24F-V4 GLB C=STD 1 5 5 m LU H (11)HO o 11)HO' DB0110 5-1/2 X 13-1/2 ARCH 24F-V4 GLB C=STD 1 10 30 Z_0w W LU (11)HO HO1 1T52.37/11.88 1763 1 1763 zi =O W m o g 10( H03 M1T3511.88-2 14 1 14 <-H W L_ 7 1 2 H05 DGF2.37/11.88 85 1 85 0p 0 I-n O cz (11).011 0 011),011 © H07 HB3.56/11.88 1 1 1 (� O I-x H 24"OC 24"OC d W- H09 ITS2.37/16 42 1 42 Z(n oO I-0 LI W • (11)HO 0 1 FA o H10 MIT4.75/16 2 1 2 (Z m -U) U . (11jH0 2 A A H12 HU9 16 1 16 O- (a/) Z d Z (111 H0f o (11}H01- o o- o H14 MIT3511.88 16 1 16 J=LLI H21 IT53.56/11.88 40 1 40 0 Q i-U _ Lio Q1) 011 H26 MIT3516 12 1 12 Z g H Q1) 011 $ H29 HWPH5.62 H=11.875 OSL 1 1 1 O O w 0(� c, --- o W lY(�l� U)Z o Z 24"OC 24'OC H30 HUCQ412-SD5 1 1 1 Z O W w C;j: 36 c (11)HO' 0 0 (11)H01 r t�W Z Z_ U)=�XOC7ZZ m (11)H01 0 0 (11)HO'� - QI- u_OZOw to _,(DF-OtnwOF en la 41) t11) m U1),o11) a-UiLUZCD Jw WA 24"OC 24"OC °OOA ali/ ZOLuo O A A A (11)HO' A l A ( (11)HO'• A A A :. n I-wvCCoQ 4 (11j HOB (11)H0� wZ0gWQ= , put SUBMITTAL REVIEW 0 w=I-H a 0 J0111.011) 0 111411) �aO��Q 24"OC 24"OC ❑ NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT Q 11 Y 0 LU 2 (3 4 ❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM inco-CC CC O g O< LU a-LL O (11)HO' Ill L L (11)H01y EQUILIBRIUM CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT F Z ` - / l Jr- (11)HO' V OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE < ( o i11)�O'r O CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE.IS SUBJECT TO THE RE. Ca Q m O QUIfl EMENTS OF TXE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESPON. SIRLE FOR:DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATED AT THE JOB SITE;FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; m 111.011a 0 p1)JO11 2 o ENGINEER$1 COORDINATION OF THEIR WORN WITH TNAT OF ALL OTHER TRADES;AND THE SATISFACTORY PERFORMANCE OF THEIR WORK. CD 24"OC 24^0C BY 914.(u)k4A DATE 01.12.2024 (11)H01 (11)HO' _ Z I o _ z J m if '(11jHo' 0 -' (11)H01 1. _ 0 CO d A U) Z 011).011) 0 0 011).011) m PLACING PLAN NOTES: O m Q 024"OC24'OC TO 1. DO NOT NOTCH BCI JOIST FLANGES W Lu cr o t l l (11)H01 r A 9 0 (11)H01 _ FOR ANY REASONSt. ,TYP. U < v> Y V V y 0 5 2.SHIFT BCI JOISTS UP TO 3"TO O (11)H0� I 0 0 (11)H01 I a Q D S VU 01),011) 01),011) tii AVOID PLUMBING DROP,TYP D ZZ 0 24"OC 0 0 24"OC ° 3. REFER TO THE STRUCTURAL COC m Vill 2 DRAWINGS FOR ALL NECESSARY i Li_ O (11)Ho' 0 -- -(11.)H01 g m (17)Ho1 m 0 %11jHo' m DETAILS,TYP. p a = LEGEND: e Rs4 01),0112 m 01)A112 A 0 2aroc 2aroc G J O ADD=ADDITIONAL JOIST BBO=BEAM BY OTHERS Align DBLbllgat BK=BLOCKING PANELS(FIELD CUT) O c (11)H01 T o o V V (11)H01 tension rods JIgnDBLblkgat C=COLUMN s L a„ , tension rods 6 DB=DROPPED BEAM (11)HO' (111 HO liti H0 E HO �� HO _ " _HO " _ ('. • 1 H0 Lo1 o'S H00 H m m m to 7m -..i1m _ Y FB=FLUSH BEAM g,Lt- .A 0 HO .�e BHA% B B 0 r+K ' t a Jr4c21 H=HANGER _ (''s '� 21 _ \O J=OTY AND BCI JOIST �.,,� Q1),011) 16 ^ .• WI to 011).011) o Kt 24"OC Al an{YYg a'Bha1 Ot ^ N v /�IIeD inlet et siren r ✓1 N N r U 2 +T' () 24"OC IToi aK1 Hot BKt eKt 3ot`� Align at strap �. T�i Q b Y-�� $�` 4� �(+ m ( ` P G� LGR=LEDGER c y ` V �� RM=RIM BOARD RS (11)HO' (t)HC5 0 (5)-01 m g N w' ` ( .V C)' SS=STAIR STRINGER Job#: 23-000059 4 4 m I o " '� 1r III ,n 9 ear, `N_f \v 0 0 0' o (6 HZ8 0 ���' 0 0 2 ,0 o 0 = = - = = 0 0 = = 7-0 = = p U - BBO GQ a __AM 00. )Q ,,, ,S Cr Nor ^� -..- .:a --„�,_�,(t� ^� o - ";;.sw", Itae CO IT ( � SPACE BCI JOISTS AT 24"OC U.O.N. December 14, 2023 r �141�O�Cl'i'tV N = �N \ is `ti}1i lvr,ii�.��{7" eN `_N 01:J0109 HO• _ "" j �O UON,TYPICAL. t (5) 05 ) B)JOd1� ' 00 �� m m „ (X2)J0112 03 N n ,� ( By: Jeff Davis t } 0 0 S� �., o +�N �Tr NLa FLOORG PSF LL, 32 P DESIGN LOADS: t too LL I In 1POC 0 ,i,--,_ �i - -'` �' a '"< THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale: 1/8" = 1' DRAWINGS BY EQUILIBRIUM ENGINEERS LLC THIRD FLOOR PLACEMENT PLAN DATED 11/15/23, ASI 04 Sheet 05/11 - 01)H01 0 0 01)HO1 I I 10 4.1 K (f1),011) 0 0 (�1),011) 2 a 24"OC 24"OC o_ (11)H0' 0 C.' (11)H01 g o_-- (11)H01 o ;11)�H01� - o VA I (11),011z 0 o (I1),011t , 24"OC 24"OC Q O G O �^+ Align DBL blkg at Mark Product Qty Length LF/Q V/ ^ V Y v v (11)HO% _ _ _ �11)H01 S Align DBL blkg at O 13 v tension rods 10103 2-5/16 X 11-7/8 BCI 6000 1.8E 4 3 12 • 0 0 tension rods K1 HO FIO HO HO Y HO HOB 10104 2-5/16 X 11-7/8 BCI 6000 1.8E 2 4 8 o (11)HO'� o o J(11)HO'( - o Ho H0 HD _ 0 _ Y01 _ HO 1'm_. J0106 2-5/16 X 11-7/8 BCI 6000 1.8E 28 6 168 ,�,++ -1 k '" = o o 0 0, o o ,I#7B 10 e = t# tlQo q o y 10107 2-5/16 X 11-7/8 BCI 6000 1.8E 13 7 91VWI a1),o11) �+ _ y01),011) 0 o BK1 24"OC Al gn b kg a stra 7 I _ _,1*. '!71 "'+_ _ o Allan laid at strap y t I c.741. N o U N <n 10108 2-5/16 X 11-7/8 BCI 6000 1.8E 2 8 16 24"OC hot BK1 Hot Kt BKi 1011 tat strap 0 ;• �' T g 10109 2-5/16X11-7/8BC160001.8E 6 9 54 CV el ' c �� N JO110 2-5/16 X 11-7/8 BCI 6000 1.8E 341 SO 3410 k11)H01 0 0 (f)HCS 0 0 (5)i01 0 CO 10111 2-5/16 X 11-7/8 BCI 6000 1.8E 63 11 693 - -- -- -- -- - -- -- -- -• I N i or ;,.. NM N Dr e 0 10112 2-5/16 X 11-7/8 BCI 6000 1.8E 180 12 2160 7 0 o eI o __ o 0 0 0 0 0 0 0 0 o U 8 Bap 7 0 0 0 ` (6 �6 ■� - 8 O - = O 2 x O� 2 O� 2 �2 O =lye O . 3-f%2Y.TR1-1?--�- � - , Cl)<t` CJ ;• 10113 2-5/16 X 11-7/8 BCI 6000 1.8E 62 13 806 _`$• 'A 10114 2-5/16 X 11-7/8 BCI 6000 1.8E 61 14 854 V/ _ co �2 NN� .-�� �4 �N t.... 6N 6c`+ il�. �N �01 r J0109 HO =7� � "" ■ra y '��-�' o o o o U o` 10214 2-5/16 X 11-7/8 BCI 60 2.0E 11 14 154 O 1 -1 ,!.� 1.. LL O - 0 (5) 05 m 6 0 1c '� � •.. ,y - X2 N y= 0 ,_ t^ 00 2• 10215 2-5/16 X 11-7/8 BCI 60 2.0E 14 15 210 rJ co o = N LN .- .- u>N 10314 2-5/16 X 16 BCI 60 2.0E 8 14 112CO > i N 1: OC o 7 a t _ 5 J 110c o �' ^ t f Y g ' 1°o ii„DO .-� x n U t.: 6 V J0320 2-5/16 X 16 BCI 60 2.0E 17 20 340 iT 7= o O =Y 24"OC o LL o o f m ; m m= ' x J0712 3-1/2 X 11-7/8 BCI 90 2.0E 8 12 96 In ---,it) In` �� Jt m o co 'l N „ BK1 2-5/16 X 11-7/8 BCI 6000 1.8E 13 20 260 0 0 i 0 es 0 0 ,.r 0 0 0 0: c_� o 0 ..3 a 5 01 6 '" - - _ = o Y Y`o .o Y o ?s BK4 2-5/16 X 16 BCI 60 2.0E 1 20 20 - +` --------- - H29 _ - - - _ t FB1807 3-1/2 X 11-7/8 Versa-Lam 2.1E 3100 1 7 7 a Align blkg at strap LGR1 1-3/4 X 11-7/8 Versa-Lam 2.1E 2800 2 20 40 , (4)SS 111 55111 1-3/4 X 11-7/8 Versa-Lam 2.1E 2800 24 11 264 I BK2 1-3/4 X 11-7/8 Versa-Lam 2.1E 2800 2 20 40 .� 1 PFR R/S1n 0 � �sy o 0 0f _ - �� F8°5 . � e a if a o er 0 FB0209 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 9 9 = p(� _ ; 0 0 O ; OI 7 0 0 0 a o,, EELLC _ FB0212 3-1/2 X 11.7/8 ARCH 24F-V4 GLB C=STD 2 12 24 -- I. ■ o • : 0 0 0 ,0 0 0 ,0 0 0: 0 0 0 , o 0 0 0 0 - • 7 1 F80213 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 5 13 65 UR. ,r" CSN ".7-� - - -1 - , ..' - �7 I Y 4q I7•..+ Tr �• 4Pi o �3)JAI; o FB0216 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 2 16 32 u N W G E a L w U w- 7 • , . 7 1-05 m o 24"OC 010. FB0306 5-1 2 X 15 ARCH 24F-V4 GLB C=STD 1 6 6 ~ '� -i. Ay. , ti - -Yt 7- rr Ii T ,PdLL -_ ,� rw /` _ )Jf.`106 m " 0 7)J)11C F80320 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 2 20 40 N N°oE _, ♦7 +? r 24"OC FBO511 51/2 X 11-7/8 ARCH 24FV4 GLB C=STD 1 it 11 m 0S 3o , i7.-. .i, ,7,- 7 � ,"f 01 '� F80513 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 4 13 52 a `>� (�('tl �S'� rn 'o U Q�* o U ins '�G V v �'U o 0 `-U o 0 U Y U o , 2Iffil.S11 21 3 m �(3)-101, o . (7)-101 9 F80515 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 2 15 30 )11. „2 0 2 x ,2 0• 2 0• o• 0l0 x 2 00 x1 >•i op o = I �,« "r 21 r; O o I:"� ."� 2' ..a " 2 2 2 -.. .:;� ..4, 2 S ." 1 I n.f _ =- - F80516 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 16 16 let-) yv r`, �," C)' I .-N o �,� N O O , O N N .-. N O O N r z c - -2 g(11)HO' I, .. p - r _ 6 G "It" 6 `"W 7` 6 0,7,1y - a u i' F80820 5-1/2 X 19-1/2 ARCH 24F- STD- 1 - 20 AI'•n oist at s.=• - •- . .- - Algn Joist at strap F ''�Pl. 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SIBLE FOR:DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATED AT AVOID PLUMBING DROP,TYP D Et W Z THE JOB SITE;FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; O V)Q COORDINATION OF THEIR WORK WITH THAT OF ALL OTHER TRADES;AND THE 0 O ENGINEERS"_ SATISFACTORY PERFORMANCE OF THEIR WORK. 3. REFER TO THE STRUCTURAL C O Ca BY w'{)1 I Lvd( DATE 01.12.2024 DRAWINGS FOR ALL NECESSARY i LL DETAILS,TYP. I a (A'. y LEGEND: aI- ADD=ADDITIONAL JOIST BBO=BEAM BY OTHERS BK= BLOCKING PANELS(FIELD CUT) C=COLUMN CS DB=DROPPED BEAM FB=FLUSH BEAM O� .0 Q J H=HANGER `I� =OTY AND BCI JOIST vV‘)° l - SSR STAIR TR=LEDGER ` GER Job#: 23-000059 SPACE BCI JOISTS AT 24"OC U.O.N.0 UON,TYPICAL. December 14, 2023 FLOOR UNIFORM DESIGN LOADS: 40 PSF LL, 32 PSF DL U.N.O By: Jeff Davis THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale: 1/8" = 1' DRAWINGS BY EQUILIBRIUM ENGINEERS LLC THIRD FLOOR PLACEMENT PLAN DATED 11/15/23, ASI 04 Sheet 06/11 0 0 © o 0 d 111)HO' c a}wt blot t of o ~ (19)H01 " o O g� �1 e' e e .,. 0 019),011) IIIA o Q1).011>_ o : T 24"OC 11 24"OC r 9� 19 H01 14 [11)H01 0 0 o o U 0 (.9)H(1 , (212' 1 � � o = 0 1 - 10103 2-Mark 5/16 X 11-7/S BCI 60001.8E Qty 2 Length 3 LF/Q6 ®� 6 @q@ = J0104 2-5/16 X 11-7/8 BCI 6000 1.8E 2 4 8 �� WI • 8 10106 2-5/16 X 11-7/8 BCI 6000 1.8E 28 6 168 0 01)A71) o o g. (241.oc011 10107 2-5/16 X 11-7/8 BCI 6000 1.8E 28 7 196 (� 24"OC rM. 6"OC 10108 2-5/16 X 11-7/8 BCI 60001.8E 2 8 16 (11)HO' a 10109 2-5/16 X 11-7/8 BCI 60001.8E 6 9 54 . . o 0 (11)HO' FE 021? m - - - ' o ° 0� a9 H 1 10110 2-5/16 X 11-7/8 BCI 6000 1.8E 338 10 3380 ` v " BKtA 1 11�R)26 m J0111 2-5 16 X 11-7 8 BCI 60001.8E 63 11 693 10112 2-5/16 X 11-7/8 BCI 6000 1.8E 180 12 2160 w, F61807� 10113 2-5/16 X 11-7/8 BCI 6000 1.8E 31 13 403 W Q1) 011) o zI • JO 07gif_1g 24"OC ,These stringers to be ripped In half to 5 718•depth, OC J0114 2-5/16 X 11-7/8 BCI 60001.8E 61 14 854 a attach to adjacent stingers per 8/5210 - ')HD1 J0214 2-5/16 X 11-7/8 BCI 60 2.0E 11 14 154 Ith (11)H0' (4) rJ o mum _ ° I 6) 01 J0215 2-5/16 X 11-7/8 BCI 60 2.0E 14 15 210 o _ 0 (11)HO� _ ySS111� = y Us 10314 2-5/16X16BCI6o2.0E 8 14 112 CO i 10320 2-5/16 X 16 BC160 2.0E 17 20 340 yPER In�cU"1 *, g Sc-VI., �S1 10712 3-1/2X11-7/8BCI902.0E 8 12 96 ' 8/S210 -8';' o - ., o - • J 11 ° € BK1 2-5/16 X 11-7/8 BCI 60001.8E 12 20 240 = p24"OC) ° >-EELLC 7. '78' c -Mr n•�. II` '4" IC BK4 2-5/16 X 16 BC!60 2.0E 1 20 20 'I4 11U111113. liflet NMI 1 6) 01 LGR107 1-3/4 X 11-7/8 Versa-Lam 2.1E 2800 2 20 40 o I (11j HO7} Y T e 0 11) Oc eo �I6)�101- FBOb13 0 55111 1-3/4 X 11-7/8 Versa-Lam 2.1E 2800 11 176 55211 1-3/4 X 11-7/8 Versa-Lam 2.1E 2800 11 88 11401 FB0209 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 9 9 FB0212 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 2 12 24 1 0 11) 011) (13)J1113 m FB0213 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 5 13 65 N LD uT o o Q 4.OC t o 24"•C ?4"OC FB0216 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 32 �=w u,T,C i ! FB0313 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 13 t'-,-m m om w m 8 0 11 H01 gT� FB0320 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 1 20 20 N o 0 0 W a E o (11)H01 (16)N01 0 3 FB0325 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 1 25 25 g 2 2 5 iE V o E I o ) 0 0 - li1 Hot �I(1 aKI., 0 0 0 - = K SKI nol 0 3 F80511 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 11 11 o '(11)H0� a Allgr WkE for FB0513 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 3 13 39 a (..L.. 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DO NOT NOTCH BCI JOIST FLANGES U < p Q' (11)H01CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE IS SUBJECT TO THE RE- co W (11)H01 °x QUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESPON- FOR ANY REASON, TYP. J O V l A A .. .. - A A 0 - v 0 SIRLE FOR:DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATED AT 2 fl 0 ' '(11j H0� ' 11 HO THE JOB SITE:FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; O ao O COORDINATION OF THEIR WORN WITH THAT OF ALL OTHER TRADES;AND 7HE 2. SHIFT BCI JOISTS U P TO 3"TO I- Q' U 8 ____ ENGINEERS I SATISFACTORY PERFORMANCE OF THEIR WDRK. 110 41) ot1) 1) 011 B,.K.=7 I 01.12.2024 AVOID PLUMBING DROP,TYP Q rwn za 24"OC o 24• C BYYY(2( cwVi � DATE 3. REFER TO THE STRUCTURAL O 0 m> 110 ° (11)H01 ° DRAWINGS FOR ALL NECESSARY 11 HO 9P DETAILS,TYP. a 12 ryl- (11)HO' o o (11)HOB aD Ili III LEGEND: 0 0 4 �1ct t 01).A11> O ADD=ADDITIONAL JOIST o 0 24•'OC OD OE O O G H BBO=BEAM BY OTHERS III IV BK=BLOCKING PANELS(FIELD CUT) (11)Ho1 a o 1111 Hot D=COLUMN O V vo IIo O G DB=DROPPED BEAM m (11)HO' 0 0 (11)H0' 1 Ho Fro tL� Ho Ho ., Ho y HD H0 HO HO Ho HotE� ` Ho ' Ho Ho m' wtm Ho FB=FLUSH BEAM litIc In 0 III rN e e �r ...1 o e , 0 o r1 o a o� - t o e o e e "o all 011) got o• .�` H=HANGER 0 24 OC o FB 16 r--�`-� +--�-� m t O S�\" O J=QTY AND BCI JOIST (111),011) 1 AI$n No a nun, T a 3 L•4,-, I ti U --AN y a 24'OC ° BK1 HOT BKt BK1 i01t' Ignpla ? j Rp m ` P G� LGR=LEDGER �' $ �N "` v v�G>' �� SS=STAIR RM=RIM �TR STRINGER )ob#: 23-000059 s .- (11)HO; o (I)HC5 o m (5)-101 ,, ARD 8 - A`P O� I6 HR6• b pi) N T O U O -C O O O 1IU O i `�1 0 0 0 m 0 00 !Iw Q? x o x o� x�yx o d.i . 1403 IX2T.10112 t SPACE BCI JOISTS AT 24"OC U.O.N. J ` �G December 14, 2023 O e +; a�a m 'o v ,.a ..a --a v dJ !Q UON,TYPICAL. a o a 0 �N 6� '- - -14 -•_t+t 14 .a�p��Not .10109 Ho = . a to o ev� �� m ��� = cop = _ �� = FLOOR UNIFORM DESIGN LOADS: Ir5afolif i 0)-- .� 1Hos rx2i�o112 (G -, 0 Q� 4 a By: Jeff Davis 0 6� � a = t- �N yI 40 PSF LL, 32 PSF DL U.N.O t It _ LE �, -ram p _ THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale: 1/8" = 1' FOURTH FLOOR PLACEMENT PLAN DRAWINGS DATED 111/15/3 ASII 04NEERS LLC Sheet 07/11 0 (11 HO'� o P2 111 o I IE. 24 • (11 H01 I 0 (11 HO „ K, _ _ 11 011' liii!!I1"s, OA+ 24" • O O O O O Mark Product Qty Length LF/Q W 7. 10103 2-5/16 X 11-7/8 BCI 6000 1.8E 2 3 6 13 -K 10106 2-5/16 X 11-7/8 BCI 6000 1.8E 28 6 168 '� O „ 11,1111 ,i HIE ,,,,(( islA a �ee Q 10107 2-5/16 X 11-7/8 BO 6000 1.8E 28 7 196 (a) �� ill 11,HO ,K1 ig.HO HOo HO HOU O1Rc"Krk ; o irig m'1101 O HO oHO ioi HO HO 10108 2-5/16X11-7/8BCI60001.8E 2 8 16 )... 011�... > �• JO109 2-5/16 X 11-7/8 BCI 60001.8E 6 9 54 11111011Ullii iM►�E ■� �� JOSSO 2-5/16 X 11-7/8 BCI 6000 1.8E 338 10 3380 ailliTL' -'_ _ .. r' +r; 1 0 S'- + 10111 2-5/16 X 11-7/8 BCI 6000 1.8E 63 11 693 v -1, . _!a m: 10112 2-5/16 X 11-7/8 BCI 6000 1.8E 180 12 2160 w+ 111111E11 i 1� t ON 10113 2-5/16X11-7/S BC'60001.SE 31 13 403 V//� sr '� •' ^ ,. ^ ;; "L e e 8 7Pcs: J0114 2-5/16 X 11-7/8 BCI 6000 1.8E 61 14 854 V rr 7�F_ P*. N "U o U o o U o o U o '- - 10214 2-5/16 X 11-7/8 BCI 60 2.0E 11 14 154 B O o0 xx o0 x ,A 00 x , IX2110119 r - ./f Ca J0215 2-5/16 X 11-7/8 BCI 60 2.0E 14 15 230 _ 10314 2-5 1LL O NN N N " ;` , 'rot ,J0109 HO = . j /6X16BCI602.0E $ 14 112 "". I I , ,, ' (X2JO112 Nx o0 x o O 2 10320 2-5/16X16BCI602.0E 17 20 340 (^ 10712 3-1/2 X 11-7/8 BCI 90 2.0E 8 12 96 / �-� ' -' �,11'1109 g N vN O,--� • • '- BKl 2-5/16 X 11-7/8 BCI 6000 1.8E 12 20 240 ge- IRIMINff:4.11111111EMI I mil 1 '-W��I i_ I N -,,r^ ; 4 p N ` BK4 2-5/16 X 16 BCI 60 2.0E 1 20 20 --. I 8 NM '4 11-7/8 Versa-Lam 2.1E 31001 7 7 �i 0 0 . _ e 0 e . ., O O, 0 0 0; .2 ' ?- a e wt - 11-7/8 Versa-Lam 2.1E 2800 2 20 40 •� ' °.. J SS111 1 4 11-7/8 Versa-Lam 2.1E 2800 16 11 176 H29 S5211 1-3/4 X 11-7/8 Versa-Lam 2.1E 2800 8 11 88 Align dkD at snap F80209 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 9 9 FB0212 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 2 12 24 0 _ _ = - FI30516 -. _ O FB0213 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 5 13 65 uJ u m g o U o o o e e e+r 9 0 Bo- 7 FB0216 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 2 16 32 0 3= u w_ 7 x o 0 I . 0 . ` e • e - '); o 0 0'70 0 o t e O e t o o _= o ' 0 0 0 ';e o o - Roll 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 13 o ut z i0 e N `�L E ,� , -- m o (11)H011 0 -1/2 X 15 ARCH 24F-V4 GLB C=STD 1 2C �p w 9 w'o~O j `1 0 7 -15 • o @� `-k,-,4, 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 1 25 2n $2 O i I v C+ 0+ t t> lao.. LL L. ,,J v 1)+011) € FB0511 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 11 11 = iim t 2" o O =,7 - �> (t4 L 06 a a 24"OC o FB0513 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 3 13 39 > LL t:_ 1 J:-7 S�' ,-� .., .. 4 .7 01- r I FB0515 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 2 15 30 N o �- '� 1; yam_ -o-.-•ee 7 t� t,� >7.2 ,r, I „ FB0516 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 16 16 �I = °: x o 00 N V- o,x p0 S oU oO = ,0 oO 21 0 00 o �(4H 2, FB 2B m (111H01 • 1�'• r" r" r ��, 0 0 r� A� A, r•+•; 0 Q ny R -. - R FB0820 5-1/2X19.1/2 ARCH 24F-V4 GCB C=STD 1 20 20 x N 0 0 R. v x ' t' v x x' x v v v x -,v �(4ySS.1 „4)9Sr 1 a r• A v N O> 6N 7 O ei Ot O _N "- �N �, �N �+ eN _ n U a (11)H01� o HO1 7T52.37/11.88 1707 1 1707 } W om. ' T H03 MIT3511.88-2 8 1 8 00 H 0 I= o �>101 FB 61 1 I`4Ngn)Watatstrap '� `/ •L ,+ 1 •�J. 11 o 14 HOS DGF2.37/11.88 85 1 85 Z O CO 7 FEtJ2 NE H 2 c o v1).A11? o H07 HB3.56/11.88 1 1 1 5 o=Q ix I >l li • I 71•,01 y 24"'OC H09 IT52.37/16 42 1. 42 W O .- 11111.111111 . F tJ +r- (1) 4 Lc_ m, H10 MIT4.75/16 2 1 2 ❑O H D U= - _ ��� _ + 0 0 o.M- e o t.... o _came a et Q e e 'fie 0I 24" iUfi „ g H12 HU9 16 1 16 (�a w H H • 8 , ':a;pC!Y ri:.2. ^,;�I:;J° TF•r - ''' E;7=:61 ECM.€g .I x II H0 H0 �ti Ho H0 H H0 H0 HO7� Hog �) -'R e (11)HO* _ o tt H14 MIT3511.88 16 1 16 Z o H O U O O H21 IT53.56/11.88 16 1 16 QUZixm W•-,(!1 o ; e o 0 H26 MIT3516 12 1 12 J_W (.3 1 Z_ SS111' t(4) H29 HWPH5.62 H=11.875 OSL 1 1 1 H a 0 1-1-1 Z W H30 HUCQ412-SDS 1 1 1 U Q I-U LU Q PER I : D(y QQ 8/S210. -I 1, orfzo_0Ho i WQOa.o UOW(j Zec EELLC 7 oa���wZw ; OZ coLU OOWQ W r, W W�WZZUC-D cniu-' Lu © oC� J = o� g 00 - <H O LJ O Z Z Z QHOwC]ZO W r. �N `+ .. }.7 Lo U� o dZ W�Z�(nU pwWQU-.1W W W- IUJ H ' OI?CLHWi aOZZUoce co7 .o tnHHQQZW o owLa=ZF U. m Q5HHI-O U�=UWH 9l0 o Y o 0 ow0HO 0 0 Qaia�w� O HO Ho HOI O SUBMITTAL REVIEW w Q 0 i ❑ NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT Q=0_Cc OW ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM COO Q H U Z 0 O © O O O O O EQUILIBRIUM CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT E3 OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE. CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE.IS SUBJECT TO THE RE. QUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESPON. SIBLE FOR:DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATED AT THE JOB SITE;FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; COORDINATION OF THEIR WORN WITH THAT OF ALL OTHER TRADES;AND THE I_ Z ENGINEERSI SATISFACTORY PERFORMANCE OF THEIR WORK. V < BY ` ')'(4,Ju wi DATE 01 12.2024 Z a_ COI- w PLACING PLAN NOTES: 0 W m< 1. DO NOT NOTCH BCI JOIST FLANGES 0 < a ce FOR ANY REASON,TYP. _ w 2.SHIFT BCI JOISTS UP TO 3"TO I- o U O AVOID PLUMBING DROP,TYP O 00 Lii LU Z 3. REFER TO THE STRUCTURAL _1 0 m DRAWINGS FOR ALL NECESSARY DETAILS,TYP. I- I Ct QD LEGEND: 0 0 ADD=ADDITIONAL JOIST LL BBO=BEAM BY OTHERS BK=BLOCKING PANELS(FIELD CUT) C=COLUMN CCG DB=DROPPED BEAM FB=FLUSH BEAM AA\\ H=HANGER P�O \O L)GR QTY AND LEDGER JOIST PADRD V C;C9- SS=STAIROSTRINGER Job#: 23-000059 `!� O\\v" SPACE BCI JOISTS AT 24"OC U.O.N. °�G UON,TYPICAL. December 14, 2023 FLOOR UNIFORM DESIGN LOADS: 40 PSF LL, 32 PSF DL U.N.O By: Jeff Davis THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale: 1/8" = 1' DRAWINGS BY FOURTH FLOOR PLACEMENT PLAN DATEDl1I1/1B6 23 ASN04NEERS LLC Sheet 08/11 0 0 0 0 MECHANICAL WELL DESIGN LOAD =28 PSF+45 PSF MECH SUPERIMPOSED 0 LOAD =73 PSF DL; SNOW= 40 PSF. THIS IS PER S001 & 0 4/S004. AND AS NOTED IN 0 PREVIOUS SUBMITTAL. : I 1 .I '*n REVISE. CALCULATIONS • ` , 1111i.P4IWOMlit li rr�ria»rzr•aI 1r:,�Illli APPEAR OK, ONLY LOAD Mark Product Qty Length LF/Q MO x ■FJICti iW.I■F=W,41�WI8L9' 8'•`'fi1�7.741 10107 2-5/16 X 11-7/8 BC!6000 1.8E 35 7 245 o• �7 NEEDS TO BE UPDATED ON13 f' l 1��q� - WI iIJll41% J0333 2-5/16 X 16 BCI 60 2.0E 54 33 1782 D LAYOUT PLAN AS IT IS AN loaaz 2-9/16X11-7/8BCI65001.SE 1 2 2 r -- EXCEPTION TO THAT 1oao3 2-9/16X 11-7/8 BC165001.SE z 3 6 V Align DBL joist at Unit Cu. _ .ICtS 1� � 1Q- °' "' NOTED IN THE LOWER Joaoa 2-9/16X11-7/8 BCI 65001.SE 2 4 8 y er T. r► - - -•R, WA 0 10405 2-9/16 X 11-7/8 BCI 65001.8E 4 5 20 K CX2WD412 - RIGHT-HAND CORNER OF 1V J0406 2-9/16 X 11-7/8 BCI 65001.8E 26 6 156 x �I�o5i1a Gi� m THIS SHEET. EELLC 10407 2-9/16 X 11-7/8 BCI 6500 1.8E 25 7 175 2_ ra m O 10408 2-9/16 X 11-7/8 BCI 6500 1.8E 23 8 184 w+ 1• Y/�., _ _ o 10409 2-9 16 X 11-7 8 BCI 65001.8E 23 9 207 (1) t�m]] 1 3 1 10410 2-9/16 X 11-7/8 BCI 6500 1.8E 22 10 220 a 7. C1': B 1 J Ho 2. : ii. .03 10411 2-9/16 X 11-7/8 BCI 6500 1.8E 6 11 66 0 •'A :.; m.II( ': nu 14a1 I 10412 2-9/16 X 11-7/8 BCI 6500 1.8E 21 12 252 = I-:0'I •il-u•LLJ:I�:u �; o o rI� o . . F80908 10413 2-9/16 X 11-7/8 BCI 6500 1.8E 39 13 507 o I ,,)• '.9DLL9•�111=111111M J0414 2-9/16 X 11-7/8 BCI 65001.8E 26 14 364 Li) I), • L1.L p fi37,�! CC�v,• BK1 2-5/16 X 11-7/8 BCI 6000 1.8E 10 20 200 ( ii ili) a AZ .O if-• _� x a O x' FB1912 1-3/4 X 11-7/8 Versa-Lam 2.1E 2;. 12 e p;^"' 'I 8 - - - FB1914 1-3/4 X 11-7/8 Versa-Lam 2.1E 28Uu 14 6 ' 1 1:. - ' RM1 1-3/4 X 11-7/8 Versa-Lam 2.1E 2800 6 20 �r 0 0 .I o A o . I LGR2 3-1/2 X 16 Versa-Lam 2.1E 3100 2 20 BK3 3-1/2 X 11-7/8 Versa-Lam 2.1E 3100 6 20 - co BK8 1-3/4 X 18 Versa-Lam 2.1E 2800 20 40 0 o FB0211 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 11 22 u. LL FB0213 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 4 13 52 F80305 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 1 5 5 0 N N o FB0311 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 1 11 11 u 3=w FB0315 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 1 15 15 ,-I-0 w m a o D OO S_<3 H32 F80316 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 2 16 32 yT b�,a u,o I-0 5 03 H 'FHO O3 F80508 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 3 8 24 m= O co FB0509 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 9 a LL ,LL FB0515 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 15 N iii O FB0516 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 16 16 FB0824 5-1/2 X 19-1/2 ARCH 24F-V4 GLB C=STD 1 24 24 FB0907 5-1/2 X 9 1 24F-V4 GLB C=STD 2 7 14 FB0908 5-1/2 24F-V4 GLB C=STD 7 _IoNF FB1531 5-1/-N RCH 24F-V8 GLB C=0 1 31 56 Z W W a O FB2023 5-1/2 CH 24F-V8 GLB C=0 1 23 --E=O W HO1 ITS2.37/11.88 409 1 409 <-F W O LI_ H07 HB3.56/11.88 2 1 2 0 0 I-=C) H11 BA4.75/16 27 1 27 fY U~_CC H15 _ MIT311.88 368 1 368 Z a-)I-O(2 um- H33 HUQCQ6 O-SDS H=19.5 1 1 1 <IY D(.�a z Q r, W0(5 H34 HWP5.62 H=9 1 1 1 a s Z a H =W>->W H35 HGLT6 H=11.875 1 1 1 0<I._0.t 2 Q H37 BA5.12/11.88 26 1 26 Z-1 CC I-a H38 WP5.12X H=11.875 4 1 4 OF_0 a 0 UI co WIYUCIWU7ZfY H40 HWPH5.62H=11.875 1 1 1 F-a D CC CC 2 W H41 HWPH5.62 H=9 1 1 1 O W CK C)C)L U W co W Z Z U(D Cn2LWaOC7ZZ QF-OIipZOW _,01-O„,WU� az�.z�Jw OH?0ELu0 OzZOOCC FU GC Z¢14 FB0908 a U <0.WWZQWH UW=UW� SUBMITTAL REVIEW coavDoQ In NO EXCEPTIONS TAKEN El REVISE AND RESUBMIT 0 D Q O U ct ❑ MAKE CORRECTIONS NOTED 0 SUBMITSPECIFIEDlTEM )<=C-W a0 fi EQUILIBRIUM CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT O co F- 2 z OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE-E3 co< 0)IA DOCUMENTS.ANY ACTION SHOWN ABOVE.IS SUBJECT TO THE RE- QUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESPON- SIBLE FOR:DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATED AT THE JOB SITE;FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; COORDINATION OF THEIR WORK WITH THAT OF ALL OTHER TRADES;AND THE ENGINEER93 SATISFACTORY PERFORMANCE OF THEIR WORK. BY �`l2iu>.<.41 DATE 01.12.2024 VI Z I W z (n J d a PLACING PLAN NOTES: 0 Z < m 1. DO NOT NOTCH BCI JOIST FLANGES (_) LlJ o cc FROAOR FOR ANY REASON,TYP. Lu 5 O I Lu (CO) 2.SHIFT BCI JOISTS UP TO 3'I TO I- Q v 0 0 AVOID PLUMBING DROP,TYP D a w z 3. REFER TO THE STRUCTURAL Li_ m DRAWINGS FOR ALL NECESSARY 0 '• DETAILS,TYP. I0 Q LEGEND: ❑ ADD=ADDITIONAL JOIST 0 0 0 0 0 BBO=BEAM BY OTHERS BK=BLOCKING PANELS(FIELD CUT) C=COLUMN e_ _- imfailigFR051 , 0 �G DB=DROPPED BEAM k0� J FB=FLUSH BEAM A\ H=HANGER �\" QJ=QTYANDBCIJOIST I _` vV�G ��G� SS STAI BOARD Job#: 23-000059 _. .. F:L:.: Alfa RA1 e iiiK ♦ OJ H3 ID ���������1II1�II ]7 1��11�������1 '��' r �`_ c ` SPACE BCI JOISTS AT 24"OC U.O.N. 9 1 J0405 �� UON,TYPICAL. December 14, 2023 a t ,¢ a` �1 it ' I NI F ROOF LOADS: t 2-PLY F61912 H3 i 5 = m r J¢ , PLEASE REFERENCE FLOOR UNIFORM DESIGN LOADS:m I� II�II IIIII � III IIIIIIII ,1:. '" 1•. . 37 STRUCTURAL DRAWINGS 40 PSF LL 32 PSF DL U.N.O By: Jeff Davis 7- n I I IHMV: 1 I� I I I 1 J) (, q- c 1 „' _n.. r,,h J2)J0404 THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale: 1/8" = 1' ROOF PLACEMENT PLAN DRAWINGS BY EQUILIBRIUM ENGINEERS LLC DATED 11/15/23, ASI 04 Sheet 09/11 OIIMMIIIIIIMBENNIMIMMENOB FBO90Aiimimitiolominimi 0 MECHANICAL WELL DESIGN LOAD =28 PSF + 45 PSF MECH SUPERIMPOSED LOAD = 73 PSF DL; SNOW= 40 PSF. THIS IS PER S001 & 4/S004. AND AS NOTED IN PREVIOUS SUBMITTAL. REVISE. CALCULATIONS Mark Product Qty Length LF/Q ®� APPEAR OK, ONLY LOAD 10107 2-5/16 X 11-7/8 BCI 6000 1.8E 35 7 245 NEEDS TO BE UPDATED Q.,N 10333 2-5/16X16 BC!602.0E 54 33 1782 CU OD 0 CD LAYOUT PLAN AS IT IS WI O" 10402 2-9/16 X 11-7/8 BCI 6500 1.8E 1 2 2 EXCEPTION TO THAT 10403 2-9/16X 11-7/8 BCI 6500 1.8E 2 3 6 10404 2-9/16X11-7/8 BC!65001.8E 2 4 8 NOTED IN THE LOWER (n O FB0908 FB0516 O 10405 2-9/16 X 11-7/8 BCI 6500 1.8E 4 5 20CU Ai �` -7 RIGHT-HANG CORNER OF' 10406 2-9/16 X 11-7/8 BCI 6500 1.8E 26 6 156 THIS SHEET. EELLC Joao? 2-9/16X11-7/8 BC!65001.8E 25 7 175 (I ma) 2-9/16 X 11-7/8 BCI 6500 1.8E 23 8 184 w+ 1 10409 2-9/16 X 11-7/8 BCI 6500 1.8E 23 9 207 10410 2-9/16 X 11-7/8 BCI 6500 1.8E 22 10 220 tin 10411 2-9/16 X 11-7/8 BCI 6500 1.8E 6 11 66 aO fill�(1 K TT F O A RK4 R :A: RK initK 2 10412 2-9/16 X 11-7/8 BCI 6500 1.8E 21 12 252 , 1l Et B .�+ d _��; �E02 f602 F�0211, F60213 2 i37 10413 2-9/16 X 11-7/8 BCI 6500 1.8E 39 13 507 m 1 B 1 [.HO 1 6 •1 Lx P. 3�)N I .15 H15 == 10414 2-9/16 X 11-7/8 BCI 6500 1.8E 26 14 364 L` .44(776 J0405 O I04'3 BK1 2-5/16 X 11-7/8 BCI 6000 1.8E 10 20 200 q i 2-PLY FB1912 HT -I,5 � � 1 x,x2 J04F 2"OC (. H FB1912 1-3/4 X 11-7/8 Versa-Lam 2.1E 2800 2 12 24 o :11)1-I 5 m a x x "• - 37 FB1914 1-3/4 X 11-7/8 Versa-Lam 2.1E 2800 2 14 28 y`t 34, ' x2)J0404RM1 1-3/4 X 11-7/8 Versa-Lam 2.1E 2800 6 20 120 :•^ Q t` -. d 11'""CK. c _ 1 r ' •w I'1-• -m :Z Iv0 Z 7� gv i 0ID0�0.3 -37 "'�-Ht1 :• LGR2 3-1/2 X 16 Versa-Lam 2.1E 3100 2 20 40 }L, to I?=� 1)r a o.Ar m •• m •• (' )Rl��: , P-i BK3 3-1/2 X 11-7/8 Versa-Lam 2.1E 3100 6 20 120 V ^N O • ) M-�• a X2) ij 1 "0 �`• -�` '') w " m r 2�01 101 BK8 1-3/4 X 18 Versa-Lam 2.1E 2800 2 20 40 �{1d)_, �(:) d'_, 80316 ,./ 31 H h1;, ^^ („ i,5 : - x I _ _ T F60211 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 2 11 22 OE:.a6 alb aE 7 o-- 1 (�FD1 BK1 �'A'v 10 m \:ifl, 1^^ �m'�".) FB0213 3-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 4 13 52 0 = NA` 1 JO 07 H01 'Ot _ 231.010D_ _ •-- � FB0305 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 1 5 5 0 u�c��n o :D -BK1' 24"OC m F80311 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 1 11 11 u w _ �" �•.. - - - c L • m m O F60315 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 1 15 15 i;) pw-a�-. c. .• BK3 1- -T - F60316 5-1/2 X 15 ARCH 24F-V4 GLB C=STD 2 16 32 N ., L \ - Install I-Joist Blkg below FB0504 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 4 4 m '�0 nstall I-Joist Blkg belo Unit Steel Roof Curb - MECHANICAL WELL DESIGN Unit Steel Roof Curb FB0508 5-1/2X11-7/SARCH24F-V4GLBC=STD 3 8 24 FB0509 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 9 940e7 LL. FB0515 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STD 1 15 15 LOAD = 28 PSF +45 PSF FB0516 5-1/2 X 11-7/8 ARCH 24F-V4 GLB C=STO 1 16 16 N MECH SUPERIMPOSED FB0824 5-1/2 X 19-1/2 ARCH 24F-V4 GLB C=STD 1 24 24 LOAD = 73 PSF DL; SNOW= FB0907 5-1/2 X 9 ARCH 24F-V4 GLB C=STD 2 7 14 40 PSF. THIS IS PER S001 & 8B0908 5-1/2 X 9 ARCH 24F-V4 GLB C=STD 7 8 56 C0.7 m w W O FB1531 5-1/2 X 11-7/8 ARCH 24F-V8 GLB C=0 1 31 31 Z 0 U) 4/S004. AND AS NOTED IN FB2023 5-1/2 X 18 ARCH 24F-V8 GLB C=0 1 23 23 _5Q W PREVIOUS SUBMITTAL. _ H01 ITS2.37/11.88 409 1 409 .-~w O w REVISE. CALCULAT ONS H07 HB3.56/11.88 2 1 2 o 0 I-D 0 Ct APPEAR OK, ONLY LOAD _ H11 BA4.75/16 27 1 27 0 IX a w I (- NEEDS TO BE UPDATED ON 0 '~ • His MIT311.88 368 1 368Z H32 EGQ5.62-SDS3 H=19.5 1 1 1 0 Z a 03 N•O Ci LAYOUT PLAN AS IT IS AN .� �• g�y 8 H33 HUCQ610-SDS 1 1 1 a-J u)0 0'Z 8 EXCEPTION TO THAT 1 ( 7`�-1 1 FB0515 H34 HWP5.62 H=9 1 1 1 _ NOTED IN THE LOWER a Q<= H35 HGLT6 H=11.875 1 1 1 U Q I-0 Q H37 BA5.12/11.88 26 1 26 Z_1<I-o RIGHT-HAND CORNER OF H38 WP5.12XH=11.875 4 1 4 ..Q H O o o C0 Lid_ w(n zZ0_ H40 HWPH5.62H 11.875 1 1 1 W THIS SHEET. EELLCH41 HWPH5.62 H=9 1 1 1 0 Et 0 H W W U1 I wwU)inZZ0 D U C)I ll0C5zz QI-OLL_oZO W BCI 0 ,2UJ0 11 D-ZwEtZ�coU -cn '(5 )AS3 ,w W-1 W Q Iw- 1. P Y 6 Q >Q I z Q H W 2 I cp I' aOzzooa �w��oQ a uj0-IzI- SU BM ITTAL R EVI EW <jQow� ❑ NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT W c=d..1-10 - - --- CI CORRECTIONS NOTED ElSUBMIT SPECIFIED ITEM O I- %Z 0 BK8 BK8 BK8 BK8 BK8 BK8 9 COLL Q EQUILIBRIUM CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE- CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE IS SUBJECT TO THE RE- QUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESPON- SIBLE FOR:DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATED AT A O .C O O O G H THE JOB SITE:FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION: COORDINATION OF THEIR WORK WITH THAT OF ALL OTHER TRADES;AND THE ENOINSBR& SATISFACTORY PERFORMANCE OF THEIR WORK. BY Y{14A e�( DATE 01.12.2024 z Z Q 0 J a PLACING PLAN NOTES: CI- < Cr m 1. DO NOT NOTCH BCI JOIST FLANGES 0 LLI o w Q FOR ANY REASON,TYP. = w 0)0 2.SHIFT BCI JOISTS UP TO 3"TO Q v 00 AVOID PLUMBING DROP,TYP D -J w z 3. REFER TO THE STRUCTURAL LL. m DRAWINGS FOR ALL NECESSARY OO DETAILS,TYP. I- 0 Q LEGEND: o ADD=ADDITIONAL JOIST BBO=BEAM BY OTHERS BK=BLOCKING PANELS(FIELD CUT) C=COLUMN O�CG DB=DROPPED BEAM FB=FLUSH BEAM H=HANGER .C$ OJ=OTY AND BC!JOIST V‘ 9- S =LEDGER RMR STAI RIM R BOARD Job#: 23-000059 P v G��S SPACE BCI JOISTS AT 24"OC U.O.N. �� UON,TYPICAL. December 14, 2023 ROOF LOADS: PLEASE REFERENCE FLOOR UNIFORM DESIGN LOADS: STRUCTURAL DRAWINGS 40 PSF LL, 32 PSF DL U.N.O BY Jeff Davis THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale: 1/8" = 1' DRAWINGS BY EQUILIBRIUM ENGINEERS LLC ROOF PLACEMENT PLAN DATED 11/15/23, ASI 04 Sheet 10/11 BCI Joist Hole Location & Sizing Multiple Member Connectors IWARNING BCI®Joists, VERSA-LAM®and ALLJOIST®must be stored, BCI®Joists are manufactured with 1112"round perforated knockouts in the web at approximately 12"on center THE FOLLOWING USES ARE NOT ALLOWED installed and used in accordance Minimum spacing=2x greatest dimension Side-Loaded Applications Designing Connections for D otlergesthole(knockou[sexempt) D D0 Maximum Uniform Side Load[plf] Multiple VERSA-LAM®Members DO NOT notch or drill DO NOT cut beyond inside edge of bearing. With the Boise Cascade EWP :.see tame below)I (see table below] DO NOT cuf in web area as specified Nailed(3) g Bolt(1) g Bolt(1) using multipleply prior ' cut or notch 1/2"Dia.Through 5/8"Dia.Through When I VERSA•LAM®beams to beams without Installation Guide, building codes, flange create a wider member,the connection of the plies approval from Boise % _ ♦ Number 2 rows 16d 3 rows 16d 2 rows @ 2 rows @ 2 rows @ 2 rows @ 2 rows @ 2 rows @ 6" 1► O— —H O j ® of Sinkers@ Sinkers(0 24"o.c. 12"o.c. 6"o.c. 24"o.c. 12"o.c. o.c. is as critical as determining the beam size. When Cascade EWP `� and to the extent not inconsistent ••• \" I s 1 12"o a 12"o.c. staggered staggered staggered staggered staggered staggered side loaded beams are not connected properly,the Engineering. , y/ Members inside plies do not support their share of the load and with the Boise Cascade EWPIgo e" —No holes(except knockouts) ' A 1'/='round hole may be 6 6 4, 1-3/4"VERSA-LAM(Depths of 18"and less) thus the load-carrying capacity of the full member DO NOT allowed in bearing zones provid at least 3"of web. �-- larger than holes le decreases significantly. The following is an example 101 I support joist Installation Guide, usual and clearance from other holes round In cantilevers. of how to size and connect a multiple-plyVERSA-LAM® on web. 2 470 7os 505 1010 2020 sso „20 2245 customary building practices and Minimum distance from support,listed in table below,is required for all holes greater than 1%" floor beam. CU •Select a table row based on joist 3(2) 350 525 375 755 1515 420 840 1685 ', cut holes too close to DO NOT nail closer than 1'/z"from end of joist. DO NOT cut or notch flange. standards. VERSA-LAM®, 0 Round Hole Diameter[In] 2 3 4 5 6 7 a 8-7/8 10 11 12 13 14 15 depth and the actual joist span Given: Beam shown below is supporting residential supports or to each other. '/� floor load(40psf live load, epthpsf dead load)and is / lE NOT use ALLJOIST®, and BCI®Joists must CO Rectangular Hole Side[in] - - - 3 s 7 - - - - - - - - rounded up to the nearest table 4(3) use bolt schedule 335 670 1345 370 745 1495 spanning 16'-0". Beam depth is limited to 14". 16d common nails. �✓� CO Any Span 8 1'-0" 1'-t" 1'-8" z•-a" r-1r' 3'a" . span. Scan across the row to the 4i * ;1, be wrapped, covered, and stored 9-1/2" Ilt] ,z 1'-0" P-7" z'a" 3'-6" a'-5" 5'-4" column headed by the appropriate 3-1/2"VERSA-LAM d 0 Refer to hole •,/ / See roof and floor Joist 16 1'-0" 2'-2" 3'-5" 4'-8" 5'-11" T-2" round hole diameter or rectangular location and sizing 4' details,this sheet, off of the ground on stickers at all ails or Round Hole Diameter[in) 2 3 4 5 6 7 8 8-7/8 10 11 12 13 14 15 hole side. Use the longest side of a 2(3) use bolt schedule 855 1715 N/A 1125 2250 N/A Hangers not shown chart for size and 10d/16dnbox nails. ,. ' for allowed cutting iv Rectangular Hole Side[in] - - - 2 3 5 7 8 - - - - - - for clarity 0 spacing. Use of flange. times prior to installation. VERSA- w rectangular hole. The table value is 1)Design values apply to common and the nut The distance from 3)16d box nails=0.135"diameter �' V+ the closest that the centerline of the LAM® ALLJOIST®and BCI® •— bolls that conform to ANSI/ the edge of the beam to the bolt x 3.5"length,lsd sinker nails= DO NOT walk on joist until proper bracing DO NOT install tongue of floor sheathing flush with either DO NOT hammer on web unless 1 O A7y Span 12 1'-0" l'-7" 2'-3" 3'-0" 3'-8" 4'-5" 5'-1" 5'-9" hole maybe to the centerline of the ASME standard B18.21-1981 holes must be at least 2"for 0.148"diameter x 3.25"length is in 1"or 1'/la"thick Boise Cascade rimboard(tongue OK with 11-7/a" place. removing knockout holes. [ff] 16 1,2" 2'-1" 3'-0" 4'-0" 4'-11" 5,10" 6,10" 7,8" pp (ASTM A307 Grades A&B, 'eV bolts and 2%"for%"boas. 4)7"wide beams must betop-loaded • "and thicker Boise Cascade rimboard). Joists are intended only for Joist nearest support. SAE J429 Grades 1 or 2,or Bolt holes shall be the same or loaded from both 20 1'-5" 2'-7" 3'-10" 5'-0" 6'-2" TA" 8'6" 9'-7" •The entire web may be cut out.DO higher).A washer not less than diameter as the bolt. sides(lesser side shall be no .,. DO NOT load joist beyond CCI Round Hole Diameter in 2 3 4 5 6 7 8 8-718 10 11 12 13 14 15 Trim tongue[ ) a standard cut washer shall be 2)The nail schedules shown apply less than 25%of opposite side). t8 design capacity. T&G Floor f1'!" 9 applications that assure no Rectangular Hole Side[in] - - - - 2 3 5 6 8 9 - - _ - NOT cut the flanges.Holes apply woodsides of a 3-member +. Sheathing exposure t0 weather ly t0 between the wood and the bolt to both f � O s t-' either single or multiple joists in head and between the beam. sheathing or the e t,_o" r-r r-2" r-z° r6^ r-1r' 2•-4" r-s" 3'-3" 3'-e" DO NOT stack �' repetitive member conditions. Find: A multiple 1 G ply VERSA•LAM® building materials on i• regardless rt Any • For multiple holes,the amount of Top-Loaded Applications p p - — `:-._ of rimboard elements and an environment that 14" -'a" 16 1,0" 1'-1" 1,3" 2,2" 3,0" 3'-10" 4,9" 5'6" 6,6" 7-4" p that is adequate to support the design unbraced joists. _--_ _- - thickness. Joist (ftl uncut web between holes must equal For top-loaded beams and beams with side loads with less than those shown: loads and the members proper � I' is free from moisture from any •20 '-0" 1'-1" 1'-7" 2'-8" 3'-9" 4'-10" 5'-11" 6'-10" 8'-1" 9'-2" p'N.N1"or 1'/ts' at least twice the diameter(or Maximum connection schedule. =� Trim tongue 24 1•-0" 1'-1" 1'-11" 3'-3" 4'6" 5'-10" 7'-1" 8'-3" 9'-9" 11'-0" thick BoiseDO NOT hammer on flange. longest side)of the largest hole. uniform Load 1.Calculate the tributary width that beam is supporting: flush with rim. source, or anypest, organism or Round Hole Diameter[in] 2 3 4 5 6 7 8 8-7/8 10 11 12 13 14 15 , From One 14'12+18'12=16'. rimboard g • 1/"round knockouts in the web 2.Use PLF tables on pages 28.30 of WSG or BC substance which degrades or Rectangular Hole Side[in] - - - - - 2 3 5 6 a 9 10 - - Plies Depth Nailing(2) Side may be removed by using a short g Depth 11-7/8"&less 2 rows 16d box/sinker nails @ 12"o.c. 400 plf CAW®to size beam. A„y piece of metal pipe and hammer. SAFETY WARNING PRODUCT HANDLING TO AND AT JOB SITES Span Holes ma be osifioned vertical) (2)1-3/4"plies Depth 14"-18" 3 rows 16d box/sinker nails @ 12"o.c. 600 plf A Triple VERSA-LAM®2.0 28001/"x 14" damages wood or glue bonds. w 0 N o 16" 16 V-0' V-1" V-2" V-2" 1'-7" 2's" 3'-2" 3'-10" 4,9" 5,7" 6,4" 7,2" Y P Y is found to adequately supportthe design DO NOT ALLOW WORKERS ON BCI®JOISTS UNTIL ALL There are some differences between engineered wood ' N E z z Joist Ial 20 1'-0" 1'-1" 1'-2" ' 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" anywhere in the web. The joist may Depth=24" 4rowsledbox/sinker nails@12"o.c. 800pff loads. HANGERS,BCI®RIM JOISTS,RIM BOARDS,BCI®BLOCKING products and traditional lumber products in terms of Failure to correctly store, use or .,E''jWN I be set with the 1%"knockout holes Depth 11-7/8"&less 2 rows 16d box/sinker nails @ 12"o.c. 300 plf 3.Calculate the maximum plf load from one side PANELS,X"BRACING AND TEMPORARY 1x4 STRUT product handling: Avoid handling and storing BCl®)oists install VERSA-LAM® ALLJOIST® u v ,O"u' Round Hole Diameter[in] 2 3 4 5 6 7 8 8-7/8 10 11 12 13 14 15 tumed either up or down. the right side in this case). ' 1 N O"' w O O • This table was designed to apply (3)1-3/4"plies(,) Depth 14"-18" 3 rows 16d box/sinker nails @ 12"o.c. 450 plf Max.Side htLoad=(18'12) (40+10 sf -45o If LINES ARE INSTALLED AS SPECIFIED BELOW. SERIOUS in the flat direction. VERSA-LAM®is heavier than solid R S=a '5 o 8 Fj Rectangular Hole Side(in] - - - - - - 2 3 s s z s fo 11 g ppy Depth-24" 4 rows 16d box/sinker nails@12"o.c. 600 plf p ) P ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION sawn timber. Please consider these differences when and BCIO Joist in accordance with 12 V-0" V-1" V-2" ' 1'-2" 1-5" 1'-11" 2'-4" 2'-9" 3'-3" 3'-9" 4'-2" 4,8" 5'-1" T-T' to the design conditions Covered by - 4.Go t0 the Multiple Member Connection Table, 18' 16 1'-0" 1'-1" 1'-2" 1'-4" 1'-11" 2'-7" 3'-2" 3'-8" 4'-5'. 5'-0" 5'-7" 6'-7" 6,10" 7•-5" tables elsewhere in this publication Depth 18"&less 2 rows 1/2"bolts @ 24"o.c.,staggered 335 plf Side-Loaded Applications,VA"VERSA-LAM®, TO PROPER BRACING DURING CONSTRUCTION. transporting and handling engineered wood products. the Boise Cascade EWP BCI span3 members. ACCIDENTS CAN BE AVOIDED UNDER NORMAL s L.L 902.0 [a] 2D 1-0; 1'-1^ 1;z" 1'-8" 2'-5" 3'-3" 4-01 4'-s^ 5;-s^ s;-3„ 7-o„ 7,-s„ s'-7^ s'-a" (maximum uniform PLF load). Use t) -3/ p Depth=24" 3 rows l/2"bolts@24"o.c.,staggered every 8" 505pit 5.The proper connection schedule must have a CONDITIONS BY FOLLOWING THESE GUIDELINES: Installation Guide will void the v) Joist 24 1 ° 1'-1" 1-2 2'-0" 2'-11" 3'-10" a s 5'-7" 6-7 76 8-5 9-4 10'-3" 11.-2" the BC CALC®software to check plies Depth 18"&less 2 rows 112"bolts @ 24"o.c.,staggered 855 plf capacity greater than the max.side load: 28 1'-0" 1'-1" 1'-4" 2'-5" 3'-5" 4'-6" 5'-7" 6'-6" 7'-9" 8'-9" 9'-10" 10'41" 12•-0" 13'-1" other hole Sizes or holes under other (2)3-1/2"plies P tY 9 •Build a braced end wall at the end of the bay,or pennan install the first •Straighten the BCI®Joists to within 112 inch of true alignment before attaching I m ited warranty. Round Hole Diameter[in] z a a 5 6 7 e s-7I8 to 11 12 13 1a t5 design conditions. It may be Depth 20,24" 3 rows 1/2"boas @ 24"o.c.,staggered every 8" 1285 plf Nailed:3 rows 16d sinkers @ 12"o.c: eight feet of BCI®Joists and the first course of sheathing. As an alternate, strut Ines and sheathing. 525 plf is greater than 450 pff OK temporary sheathing maybe nailed to the first four feet of BCI®Joists at the •Remove the temporary strut Ines only as required to install the permanent cn m LU Rectangular Hole Side[in] - - - - - - - 2 3 5 6 7 8 to possible to exceed the limitations of Bolts:1/2"diameter 2 rows @12"staggered: end of the bay. sheathing. O LLI W 0 12 V-0" 1'-1" V-2" V-2" 1'-3" V6" 1'-11" 2'-3" 2'-9" 3'-2" 3'-7" 3,11". 4'4" 4,9" this table by analyzing a specific 755 plf[s greater than 450 plf OK •All hangers,BCI®rim joists,rim boards,BCI®blocking panels,and x•brac[ng •Failure to install temporary bracing may result in sideways buckling or roll-over z C)W 20" 16 1'-0" 1'-I" 1'-2" 1'-2" 1'6" 2'-1" 2'-7" 3'-1" 3'-8" 4'-3" 4'-9" 5'-3" 5'-10" 6'-4" applica-tion must be completely installed and properly nailed as each BCI®Joist is set. under light construction loads. 5 p I 0 fX-w sBCI 0 MI 20 1'-0" 1'-1" 1'-2" 1'-3" 1'-11" z'-7^ 3'-3^ 3'-10" 4'-7^ 5'-3^ 5'-11" 6'-7" 7'�" a'-0^ with the BC CALL®software. •Install temporary 1x4 strut lines at no more than eightfeet on center as •Do not stack construction materials(sheathing,drywall,etc)in the middle c 5 H O U. Joist 24 1'-0" 1'-1" 1'-2" 1'-6" 2-4" 3'-1" 3'-11" 4'-7" 5'-6" 6•-4" 7'-2" 7'-11" 8'-9" 9'-7" additional BCI®Joists are set. Nail the strut lines to the sheathed area,or of BCI®Joist spans,contact Boise Cascade EWP Engineering for proper p 0 I-D 0 ix braced•The ends of cantilevers must be temporarily secured byd wall,and to each BC10 Joist with two 8d ls.strut lines on bothihe storage and shoring information, z a CC-)1—O U top and bl4ttom flanges... _... qt..... . U Z 1 m L.-3 cA Web Stiffener Requirements Allowable Holes in VERSA-LAM Beams - . a g z a See Web Notes See Note 3 U Q Z •<I Q • Q 2 Web Stiffener Nailing Schedule `� o g Small Gap: Stiffener NOTES w,.b.' OF-O a o CO V) Schedule stiffener except as noted below. Depth g q g p ,- Nailing 2.Round holes may be drilled or cut with aa hole saw _ (" U w Z 2"I mez� 1 web ♦ • • WebP t'dfeners are optional BCI® Joist End in Loc t ion 1.S uare and rect� ular holes are not ermitted. +/,Depth _ - � •' _ O a W Z W chart ® JOISt 2 min: All, idth • Web required for stiffeners are and always0" Series anywhere within the shaded area of the beam. 0 O /3 Depth Z LLI O O W Z ll 18 4"max. Gil BCI®Joists at all bearing 4.Do not drill more than three access holes in an four foot Ion section ' p W w LL w Z Z W— . p 5000 1.7 11-7/8" -/2" 2-8d 2-8d 3.The horizontal distance between adjacent holes must be at least two '/3 Depth =LL O C7 Z Z IItimes the size of the larger hole. � +, locations. 14" 2-8d 5-8d _ Q�OL_pZOW II `� Web stiffeners are always of beam. - O_Z I)O Z L\-I U[— dZ �ZH(nU required in hangers that do not 9-1/2" 2-8d 2-8d 5.The maximum round hole diameter permitted is: /a Span /3 Span �/` w Clinch '' q g Naiis �' extend up to support the top 11-7/8" 2-8d 3-8d End Bearing Intermediate Bearing W W W—H 4"max., Tight Fit web Stiffener flange of the BCI®Joist. Web 6000 1.8 Beam Depth Max.Hole Diameter Boise Cascade has a roven track record of rovidin O H-o=w o required when \�� 14" 2-8ot 5-8d 6.These limitations a Ito hales drilled for lumbin or whin access onl The size p providing ,, stiffeners may be required apply p g g Y' � concentratedioa• 16" 2-8d 6-8d 5-1/2" 3/4" and location of holes drilled for fasteners aregovemedbytheprovisionsofthe quality wood products and a nationwide building materials a o Z z 0 exceeds 1000 lbs with certain sloped or skewed I—uJ U ce 0 Q hangers or to achieve uplift National Design speaficanon®for Wood construcho" distribution network for our customers, helping them to r'—)H— <z W 9 P 9-1/2" 2-8d 2-8d 7-1/4" 1" p values. Refer to the hanger a : ~ Web stiffeners a plied to 7.Beams deflect under load.Size holes to provide clearance where required. f..-, _ �. ... :... �. r,'I:=-. [y Z U w w Q I both sides of the joist web 11-7/8" 2-8d 3-Bd 9-1/4"and greater 2" 8.This hole chart is valid for beams supporting uniform load only. For beams supporting enhance their own businesses. 0 uJ w D-=Z H manufacturer's Installation 6500 1.8 g pp g y' pp F-H I—O requirements. 14" 2-8d 5-Sot concentrated loads or for beams with larger holes,contact Boise Cascade EWP Engineering. .__ ___-- _ U W U W— Web Stiffener Specifications • Web stiffeners are always 16" 2-8d 6-8d Boise Cascade Engineered Wood Products build 1n ii I O LU a required in certain roofbetter homes with stiffer floors usin onl a a a o W a lications.See Roof Framing 11-7/8" 2 8d 3-8d stronger, g y Lifetime Guaranteed U=Q O U PP g DN01 DO NOT cut notch or dnn Mariam O.I-A Nola Eheethlrp m•11 LLI U)W O For 602.0 14" 2-8d 5-8d not wood purchased in compliance with a number of Structural lateral Details. Quality and Performance a m a a a • Web stiffeners are always 16" 2-8d 6-8d green building programs.Take a moment to view our i,l p z BCI®Joist Capacity Restraint in Minimum to =Series (Min.Thick) Hanger Width required under concentrated 11-7/8" 3-16d 3-16d i, m< � loads that exceed 1000 pounds. sustainability certification site at http://www.bc.com/ Boise Cascade warrants its BCI' Joist, 5000 1.7 5/8" 3/4" 2 5/16" Install the web stiffeners 14" 5-16d 5-16d sustainability/certification.html or view our green VERSA LAMS,and ALLJOIST� products it!ij snug to the top flange in this 90 2.0 16" 6-16d 6-16d brochure at htt ://www.bc.com/wood/ew /Boise_600o to 3/a" 7/s° 2 sns" schedule for intermedauation.Follow the tteg ell,air �� ' '°" p p free from defe tto comply [s in material our fand workmanship,ications,to be +Iir18" 7-16d 7-16d � e E EWP Green.html.6500 1.8 3/4" 1"or 1 1/8" 2 5/16" bearings. 20" 8-16d 8-16d I• Web stiffeners may be cut from � Boise Cascade Engineered Wood Products and to meet or exceed our performance 111, C� 60 2.0 3/4" 7/8" 2 5/16" structural rated wood panels,engineered rimboard or 2x lumber(BCI®90 only). Boise Walen.n l»arrupbrm.adwildp,nbig. z • For Structural Capacity:Web stiffeners needed to increase the BCI®Joist's throughout North America can now be ordered specifications for the normal and expected life of {I 11 90 2.0 2x4 lumber(vertical) reaction capacity at a specific bearing location. FSC°Chain-of-Custody(COC)certified,enabling ; the structure when correctly stored,installed and !ill C/) co Lateral Restraintin Hanger.Web stiffeners needed when hanger does not lateral homebuilders to achieve LEED®points under U.S used accordingto our Installation Guide. r,I' CO For information about Boise Cascade's • multiple thickness(e.g.,BCI®6500,double/ panel OK). Green Building Council residential and commercial ----.-. 0 support the topflange(e.g.,adjustable height hangers).Web stiffeners maybe of engineered woodproducts includingour local • Web stiffeners may be used to increase allowable reaction values.See BCI® " _ PLACING PLAN NOTES: Q g green building programs including LEED for Homes f Z w distributors, visit our website at Design Properties on page 24 of WSG or the BC CALC®software. 1. DO NOT NOTCH BCI JOIST FLANGES and LEED for New Construction. Boise Cascade 0 Z o IY www.BCewp.corn or call us at c, FOR ANY REASON,TYP. O BUILDING CODE EVALUATION REPORTS: Engineered Wood Products are available as PEFC" Chain- = 1— co 1-800-232-0788 0 BCI®JOISTS BLDG CODE EVALUATION REPORTS of-Custody certified, SFI®Chain-of-Custody certified and 2.SHIFT BCI JOISTS UP TO 3"TO < Q O BCI,BC CALC,BC FRAMER,Tree-in-a-circle logo,BC RIM BOARD,SIMPLE SFI Fiber-Sourcing certified,as well as NAHB Research If in doubt,ask! AVOID PLUMBING DROP,TYP D J w z FRAMING SYSTEM,VERSA-LAM,VERSA-RIM,VERSA-STRAND,and -ICC ESR 1336(IBC,IRC) 9 J co a VERSA-LAM® CODE EVALUATION REPORTS Center Green Approved,enabling homebuilders to also For the number of the closest i • O Q VERSA-STUD are trademarks of Boise Cascade Company or its affiliates. O Durastrand is a registered trademark of Ainsworth Lumber Co.Ltd. -ICC 1040(IBC,IRC) obtain green building points through the National Green Boise Cascade EWP 3. REFER TO THE STRUCTURAL m Building Standard. distributor/support center,call DRAWINGS FOR ALL NECESSARY I-- Z DETAILS,TYP. 8002320788 — 11 Q LEGEND: o ADD=ADDITIONAL JOIST BBO=BEAM BY OTHERS BK=BLOCKING PANELS(FIELD CUT) C=COLUMN SUBMITTAL REVIEW CD� B=DROPPED BEAM FB FLUSH= BEAM 0 NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT tom\ H J HANGER tO �CI 0J=QTY AND BC)JOIST ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM ��� ��'S LGR=LEDGER EQUILIBRIUM C ECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT RM=RIM BOARD THE E PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE. CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE,IS SUBJECT TO THE RE. ` `�� SS=STAIR STRINGER Job#: 23-000059 QUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESPON. (`�v` O`N_ SIDLE FOR,DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATED AT /'� THE JOB SITE;FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION: SPACE BCI JOISTS AT 24"OC U.Q.N. COORDINATION OF THEIR WORK WITH THAT OF ALL OTHER TRADES;AND THE December 14, 2023 ENGINEER$) SATISFACTORY PERFORMANCE OF THEIR WORK. O UON,TYPICAL. BY `- �'Y(4,t L9d( DATE 01.12.2024 ` FLOOR UNIFORM DESIGN LOADS: 40 PSF LL, 32 PSF DL U.N.O By: Jeff Davis THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale: 1/8" = 1' INSTALLATION NOTES DRAWINGS BY EQUILIBRIUM ENGINEERS LLC DATED 11/15/23, ASI 04 Sheet 11/11