OS VE EE RAHRACNHG. � 0( zI 0: 0 I O'. O'. 0: ww >W 0"' � 8 A E L R L 2FXR4 ASMT EU DD OWV EXTERIOR W 2X OUTRIGGE AT 24" 0 ALL @ RS� ·�� � @ 0 @ p,,_ - . GD �??a'. FRAMING PLAN I ca:,: CM ;; IJ\ A , IA � DSP E AC NK DECK -- SPAN '·' " , _, ' @: @: ROOF TRUSSES AT 24" 0 C MAX \_1 1/ 8-1 ) @ @ --•-· : : c ' ' J."',.."""' � ·,- Ix l 0 z w- I_ /.'\.A cc r 0 "2 JX -- "' w G 0 NI -o -st� - � RIDGELi NE - 1 ,, I w- cc r 0 "2 � JX L "' w � NI -o i i 0 ' / ' ' ' . ' ' '¾ ' v ' XY ) J -· _;:._s. - "'- l � k:E: � (2 ""\. ROOF FRAMING PLAN NOTES 0 INDICATES NOTE REFERENCED IN PLAN A. SEE THE SHEETS 9- 13 FOR GENERAL STRUCTURAL NOTES AND TYPICAL STRUCTURAL DETAILS. B T/CMU WALL= 550.06' U.N.0. C. GDREANWERINAGLSC.ONTRACTOR TO COORDINATE All GUTTERS AND ROOF FINISHES WITH ARCHITECTURAL D. ROOF DECK SHALL BE APA 40/20 SPAN RATED SHEATHING, 5/8+INCH NOMINAL THICKNESS, AE TX PEODSGUERSEA1N DA TDTI AA PCHHRWA IGT MH 8BdOCUON MD AMROI ENSN, AUI NL SL EASTS 1N2 -OI NTCE HD EOST OH .ECR WI N I SF EI E OL DN APNL DA N6S- I .NPCRHOEVSI DOE. C . SPHSCEALTOHRINEGQSUUAPL)P. ORT CLIPS BETWEEN TRUSSES AT UNBLOCKED PANEL EDGES (SIMPSON E. IPNRGEEFANBERRIACLASTETRDUWCOTUORDARLONOOFTTERSUSSHSEEESTS1H3.ALL BE DESIGNED TO SUPPORT LOADING AS SPECIFIED F All STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. G. (fD SDEEENODTEETSAIML A6S/ 1O7NFROYRLIANDTDEILTI-OSNEAELSINCFHOEDRUMLAETIOONN THIS SHEET. H. SEE GENERAL STRUCTURAL NOTES FOR BRICK SUPPORT LOOSE LINTEL REQUIREMENTS. CMU LINTEL SCHEDULE MARK SIZE BOTT. TOP EXTEND TIES SPAN BARS BARS PAST OPNG. 8-1 8" X 8" 2 -#5 - 8" - SEE PLAN 8-2 8" X 16" 2 -#5 - 16" - SEE PLAN 8-3 8" X 24" 2 -#5 16" #3 AT 8" O.C. SEE PLAN LINTEL TYPES: GROUT SOLID (TYP) -" UU SN EL EKSNSOBCOKNODU TB EBAL MO COKC WC U/ R( 2S) #W5 / M I N LARGER BARS 8 �� � #3 TIES W/ 180-DEGREE HOOKS AT EA. � END IN GROUTED CELLS - SEE SCHED. I FOR SPACING .. � 8-1 / 12 1 8-2112-2 8-3 / 12-3 I= >- as �Q'. - J NO NOTES: 1 . SL ICNHT EE DL UBLLEO. CCK SU TA ON DU TB OB OT TT OT OMMB AS RH SE LTLOOEFXLTI ENNT EDLPBALSOTCCKMS UA TO PB EE NA RI NI NGGT OT OWAI DL LTOH WS I NI NDTIECGA RT EADL I N FW G L R I OD O OT U H R T O I T N O F G B R O E O F A O R LF I I NN . U T G E S S L E IN & B DA F I I RC L L A S E T IZ D E E D C I NW EL D I L T IC S H A B V T E E E L R D O T W F ICO A AR L T W I B N A E E L A A L R C TIN H H G I CC . E K P N L R L E O S E V S XI T f D T E E Y N P F D E IL I . N L GE DF RC OE LML SF LFOUOL RL T O 2. CONSTRUCTION JOINTS SHALL NOT OCCUR WITHIN 2" OF THE ENOS OF THE LINTEL BEARINGS 3. OL I NN CT EE LWS IST HH AI NL L5 BMEI NGURT OE SU TOEFD PSLI AMCI LEAMRETNOT WA NADL LOSN. AC LEL 1G5 R- 2 O0 UMTI NMUUTSETS BAEF TCEORN PS LOALCI DEAMTEENDT T. W I C E , f- ; "" � C/) < - z Cl < 01 ;z: "" ,g � z = -:. >- ;z: U"":i � "' LLl "' z !;;; V) ;:: � zo <r:: "-' c<l :0 u O= ....:i "' "" uCa 3':: LLl a o f- � "' E- 0 "' - :0 _, :,: <( Oc z 5 � 3:c ;;. ;z: � - UJ "' "' -l <o �• ;z: 0 <( � ..:.J o "- u� E- � z o< zU <r:: C 0 <o UJ � � � 0::: t::; pJ Ol) E- ;z: "" Zw <- o,::� LLl "" 0 UJ 2c :,,: 0 "' . "- E- 0 <( <!'. <( -l "' � <( :0 :,,: a 0 Ef- (/) <( <r:: � REV\SIONS suuoural engineer; ··�-•It,'"" ....... -·- ......... ,,. B ID SET ' � 2025 Midw1stcm Engineers. Inc. P8L .0o oO2 .'W: gp!xc!c2B. 9rl5no dJ <i l, w, n .; ioy4 S7 t5r5e 3e t DATE JUL\' 2025 OESIG;N N.OI.B. DRAWN N.D1B. Q.C tHECK J DJT ;�i;�����R1 ' 1 5 IOF - I FILE NUMBER I - Do Not Use Plan Previews for Take Off
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