ROOF FINISH, SEE ARCH. DWGS. 12 PSLEAEN ,I--- CS EE EI L IANRGCFHI N. DI SWH G, S . SS HE EE APTLHAINN G , ----1-2---i SEE I PLAN SEEOAVRECRHH.ADNWGG S . WA NADLLS, ESCETEI OPNL ASN - - - r , , r,/",1--- WALL, SEE PLAN AND SECTIONS 1- CLEAR SPAN SEE PLAN . I NOTES: 1. NROOTOEFSTSRHUESESTES13S.HALL BE DESIGNED FOR LOADING SPECIFIED ON GENERAL STRUCTURAL 2 . TSRE UE SPSLEASN. FSOTRA NTDRAURSDS JLOAIYSOT UPTRIONFCILLUE DI SI NDGESPTI CATNEDDAHREDR, TER. U N C A T E D , H I P , J A C K A N D C R E E P E R 3. SEE OTHER SECTIONS AND DETAILS FOR ROOF TRUSS ATTACHMENT TO SUPPORTING WALLS. �-�� / r PLYWOOD \ / SHEAR CLIP PLYWOOD SHEATHING \ \ > f (PSC) \------ l � '"V�- � EDGE CUPS INOGOD EDGE/BOUNDARY PLYWOOD INTERMEDIATE -:. NAILING PATTERNS SPAN PLYWOOD RATING THICKNESS 24/0 3/8", 7/16" 32116 11/ 25"/,3521"8 " 40120 51/89"/3, 23"/4" 48/24 3/4" CD ��?a'. SHEATHING DETAIL (SINP)AN UP TO 24 UP TO 32 UP TO 40 UP TO 48 #PS O C F 1 1 1 2 NAILING • '. NAIL EDGES INTERMEDIATE 8d 6" O.C. 6" O.C ",� � PREFAB WOOD TRUSSES D2 xI ABPLHORCAKGI NMGWA HT EBRLEO CI NKDEI CD A T E D O N P L A N S (Cl -1 ',, "' -' (Cl - (Cl ' s "',, / _, �I - 2" 2" • I 1 • • I 1 • =tUII I I �f PC-A: 2" ii =ln= r= PC-C 2" ,t=-= � - (Cl - -" \ ' ,' c; - r= PC-B: 2" 2" iif1 nm= �r= PC- D: POST-INSTALLED CONNECTION SCHEDUL 17 1" = 1'-0" POST-INSTALLED CONNECTION SCHEDULE MARK ANGLE SIZE POST-INSTALLED ANCHORS PC-A (2) L4X4X3/8 X 0'-9" W(4 IT ) H 1 S 1 2 H Y " I S L DT T I E A l H M ( I ( S T 4 - S H - ) 1 Y H12 2 I " L 0 ET 0 I M A H B D A E H S D E R ) S O IV D E PC-B (1) L4X4X3/8 X 0'-9" W(2 IT ) H 1 S / 2 H Y " I S L DT T I E A I H M . ( I ( S T 4 - S H - ) 1 Y H12 2 I " L 0 E T 0 l M A H B D A E H S D E R ) S O IV D E PC-C (1) L4X4X3/8 X 0'-6" W(4 IT ) H 1 S 1 2 H Y " I S L DT T I E A l H M ( I ( S T 4 - S H - ) 1 Y H12 2 I " L 0 ET 0 M I AH B D A E H S D E R ) S O IV D E PC-D (2) L4X4X3/8 X 0'-6" W(2 IT ) H 1 S / 2 H Y " I S L DT T I E A I H M ( I ( S T 4 - S H - ) 1 Y H/2 2 I " L 0 E T 0 M l A H B D A E H S D E R) S O IV D E NOTES: 1 2 CITOEOMRSDEIMNABTEEDDPELADCINEMCEONNTCWREITTHE.REINFORCING AND OTHER WU SHEE HR IET -AHDYH2E7S0 I VS EY SATNECMH. OCRMSUAWR EA LI LNSS TSAHLOLUE LDDI NB EC MF UU LBL LYOGCRKOSU, T E D AT AND BELOW POST-INSTALLED ANCHOR LOCATIONS. ,, I � I ' , )1", , ,, ��- i=,e---ea', _ (C2L) I SP SS GI NRTAOTSI NUGP PS OA DR DT LAEN G L E , EACH END OF TREAD GRATING STAIR TREAD PANEL _/ '""- Q O -,, STAIR STRINGER, �- ',,,, SEE PLAN ' N ,, ' , , (2) 112" DIA. A325 ____J / ,J o' 1 0 l' BOLTS(GALV.) J � 2"x2"x1/4" GALV. STEEL , ,, S U PMPAOT RC TH ASNT GA ILRE TSR, LEEANDGWT HI D TT OH (TYP EACH TREAD, EACH END) --, __ @_J , ./ /. /-3/-1�6"V--�\/3-SIDES -_-_-_--_'ll _J STAIR STRINGER, _/ SEE PLAN ST /ECEOPNLCA NE L . W ELL3DxE3 Dx 1T/ 4OXS6T"ALIOR NSGT (RGI NAGLEVR) - AS SHOWN ,-- - . ---,-+--i � '-3 1/2" (3G/ 8A" LTVH )I C, MK ASTTCI FHF CE NH EA RN NPEL LA T E FLANGE WIDTH '---- (2) 1/2" DIA STAINLESS STEEL 2H4I L" TOI .KCB. (- TEZM2BEEXDP3A- 1N1 4C"H) O R A T • 1-111 :..:.: -= -- ,....l ....l -< <C Nz �I - � - $ :r: o::l � f-- µ... � c,: ;;s 0 06 µ. � u >-- >- u:..l E-< ::i z -u ' u - REVISIONS �Solutions Hructural engineers v:>c-.<,.¼ :ro • .,·..a:g; ·�·,-- ,..,..,..., ''" BID SET © 2025 Midwes1em Enginet'r,,. lnc. 802 \V�st Bruadway Street P.O. Bo1;. 295 Loo�ootee. lndi:u1a 4755� DATE APRI� DESieN 2025 ���B � � ij o.e. t ttK {��T R Cl NUM@rn 2024090-00 1 7 OF FILE NUMBER 446.39 Do Not Use Plan Previews for Take Off
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