1 3 8 :a" N � CJ) UJ CJ) CJ) : 0 > : : - : , () Q_ :a ('.) z <( 0:: > 0 \� 2X SUBFASCIA OVERHANG--f /'v> X )( X l vv vv vv 2X OUTRIGGERS rAT 24"MAX 1 I 1-' 0VERHANG V' ' y jy > XX / STYEPEICAARCH DWGS. FOR SLIOONVERHANG DIMEN � 5 12 SLOPE 5:12SLOPE � X @ � � X � X GIRDER TRUSSES X PER TRUSS ::::: I'--- X DESIGNER 'or � X ,------.... X TRUMSSUELTSI-PPELRY-< > TRUSS DESIGNER � i cb, I z SKYLIGHT OPENING. ___J <( SEE PROCESS 0:: UJ DWGS. FOR SIZE > AND LOCATION 0 ROOF FRAMING PLAN 1/4"= 1'-0" ,, ' -----"' ' / ' / / ' / ' 1', / ' � UJ z -U 'J ('.)0 0:: }) (,,,--2'-... X :x X > >< I X XX X X >< ;, 8\ "-' - A2 XT O24U"TMRAI GXG E R S 1 S 5 T ' O - O 0" P 1' - 0" FLOOD VENT, SEE �I ARCH. DWGS. 1 12' -0" , I WF3 II ASLETEE1R/ N1 9A TFEO LRA Y O U T 9' - 0" 1' -0" 1' - 0" 2 3 0 ,1--: ---r _____ _j 7 c, -t------r-------- 1 � .,,_ . � ---+---------+--+---- --� b 0 Q_ o Co 00>- CJ) L_______ • � FOUNDATION PLAN 1/4" = 1'-0" ----- ---, . ,, . -;- " • � � . ..J.... C.J. ._ I -----{7 J___ I ·r I 1- FLOOR DRAIN. ; j SEE PLUMB I ¥ DWGS, I I -�. . .. ' i ____ _J WF3 I "' I I ,-------------- I L--- 1 ___ _J 14' -0" 2 2 0 I ,-'<O I -,-- J 6' - 9" ISEE 2/19 FOR ] I I I 1PH 2S S( 640X84. 5X01' /) 4 I ALTERNATE LAYOU1T2' - 0" 2' -0" 0 <O 14' - 7 1/2" ;- 0 T/SL6A1B8.0E0L'.\ T/SL6A1B8 0E0L' .\ T/SLAB EL CMU WALLS - - J-,+fJ BEARING ON SLAB 1' - 0" II I I I I ----------- 7 r----7 II 0"' II ---,------r7 -f---Sll+---+- 1 I 11 ' f I II 617.83' 0 HOUSEKEEPING \ PAD UNDER 7 EQUIPMENT / I I 11 ,__ _ELEVATED SLAB SLAB OPENING, L O CCAOTOI ORND IWN AI TTHE PSRI ZOECAENS DS DWGS. 618 00' T/SLAB EL. MAIN FLOOR PLAN 1/4" ;; 1'-0" :-No----�---+cONCRETE .,,.'": I I • _,_ ·r ch___ ,_ CJ 4' -1" WALLS BELOW " 0:: 0 ' Oz 0 Q_ "' oo" T/SL6A1B8 E00L'/ I I I!II / GENERATOR, 11 SEE PROCESS ,,,.___ _ HANDRAIL II / I DWGS. I 11 I I I g,0 I I 0 I I 0' I I PC-C I I I I HANDRAIL FS( 6OT0 AU8 I. NR0 8DL' )AATNI OD INN G 2' - 3" 0 - 0I <( r UJ 0 ::..r- 0 r :: - :: - s FOUNDATION PLAN I MAIN FLOOR PLAN NOTES 0 ISNEDEICSAHTEEESTNSO1T2E- 1R3EFFOERREGNECNEEDR1A111LPSLTARNUCTURAL NOTES AND TYPICAL STRUCTURAL DETAILS 2 . TTT /// ESF OLL EAUVBNAODTANETDGI ORSNAL ADE BEL EEEVLLAEETVVI AOA TTNI I O=O NN6==0 6 V6. 0A008R' I0UE0. SN' U , . OSN.E E0 P L A N EXIST TIGRADE ELEVATION (APPROXIMATE)= 608 00' 3. GENERAL CONTRACTOR TO COORDINATE ALL OPENING, PIPE SLEEVES, EMBEDDED ITEMS, 4. EH A R L A L E N D C D I T R M I A OE I N L N S . S , I T O G H N R E S A G T A E I N N N D G E , E R E L A T E L C V C A WOT N I I O T T H N R S TA H S C E H T OA P L R R L O S B C H E E A V S L E S L R A D I S F R S I A E U W D M I P N E R G R I S O E. R S PTOONFSAI BB RI L II CT YA TFI OO RN , ACNOYNDSI TS RC UR CE PT IAONNCOI ERS . 5 6 (!) SAELLEBSAITCEKPFILLALNINFGOARNADLCL OFIMNPAALCGTRIOANDEREEQLEUVIRAETMIOENNST. S BEHIND WALLS AND UNDER BASE SLABS SHALL BF LEOPOERR SI NL SA PB ESCHTAI NL LG CGOENOSTI SE TC HONF I CA A5L- I NE NC GH I NC EOENRC' RS ERTEECSOLMA MB -EONND- GA TRI AODNES .O V E R C O M P A C T E D AINGDGICRAETGEADTIENFTILHLEAGNEDNAER1A0-LMSILTRVAUPCOTURRRAELTNAORTDEESR. REINFORCE SLAB WITH SYNTHETIC FIBERS AS 89 . MS EA EI NPTRA OI NCSETSRSUACNTDU RM AE LC SH LAANBI CTAHLI CDKRNAEWS I SNEGSS AFTOARL LL OF CL OA TOI OR NS LOOFPEEQSUAI PNMD EDNETP PRAEDS SS I O N S . CONTRACTOR SHALL ENGAGE QUALIFIED GEOTECHNICAL ENGINEER TO INSPECT SOIL CONDITIONS BENEATH FOUNDATIONS AND VERIFY ALLOWABLE SOIL BEARING ASSUMPTIONS. SEE GENERAL NOTES AND DESIGN DATA FOR ADDITIONAL INFORMATION. ROOF FRAMING PLAN NOTES 0 INDICATES NOTE REFERENCED IN PLAN A SEE THE SHEETS 12 - 13 FOR GENERAL STRUCTURAL NOTES AND TYPICAL STRUCTURAL DETAILS B. C AT G / RE C CN M HE U R IT W A E L C A C T LL UO = RN A T 6 L 2 R 6 A D .6 C R 7 T A ' O W U R . I N N T . G O O S . C . OORDINATE ALL GUTTERS AND ROOF FINISHES WITH D. ROOF DECK SHALL BE APA 40/20 SPAN RATED SHEATHING, 5/8-INCH NOMINAL THICKNESS, EAS XTH PEE OAD TSGHUEI RNS EGA 1NS. DUA PTDPTI AOA PCRHHT RCWA LGI TI PMHS BBBdOECUT ONWMDEAMERON I ENT SRN, UAUSI NL SSL EEASSTSA 1TN2 U-OI NNT CEB HDL OEOCS TKOHE. ECDR. PWI NA I NSF EEI ELOL DENDAPGNL EDA SN6 S( - SI . NI PMCRPHOSE VOS I NDOE. C . E. SP P PR S E C E CF L A I O F B I R E R D E IC Q I AN U T G A E L E D) N . W EROAOLDSRTOROUFCTTURRUASLSENSOTSEHSALSLHBEEETD1E3S.IGNED TO SUPPORT LOADING AS G F . ALL STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. C.Qi_) DENOTES MASONRY LINTEL - SEE SCHEDULE ON THIS SHEET WALL FOOTING SCHEDULE MARK WIDTH LENGTH THICK. BOTT. LONG. REINF. BOTT. TRANS. REINF. WF3 3'-0" CONT 1' -0" (4) -#5 #4 AT 12"O.C. POST FOOTING SCHEDULE MARK DIA DEPTH TYPE V REINF. TIES REFERENCE P2 2'-0" 3'--6" - 6 -#6 3 x#3 AT 3" O.C. TOP, 8/15 #3 AT 12"O.C. REMAINDER COLUMN SCHEDULE COLUMN SIZE BASE PLATE ANCHOR BOLTS REFERENCE HSS4X4X1/4 PL 12" x 12" x 3/4" 4 - 3/4" DIA 8/15 MASONRY WALL REINFORCING SCHEDULE 8-INCH CMU WALL 0 V8-EINRCTHICNAOL:RMAL WEIGHT CMU BLOCK #5 BARS AT 48"O.C. HORIZONTAL (2)#5 BARS AT T/BB ELEV= T/WALL #9 TRUSS TYPE JOINT REINF. AT 16-INCHES O.C. (8"LAP) NOTES: 1. REINFORCE ALL WALLS AS NOTED BY SCHEDULE EXCEPT AS NOTED ON PLANS AND/OR DETAILS. 2, PROVIDE TOP BOND BEAM (BB) TO ALL WALLS. WHEN WALL COURSING DFOUOF LETLSHBENL OOWTCAKFL ILPN LI SUHS OT NH EA PFAURL TL I BA LL ODCEKP , TTHOOP FB TBHDEERP ET MH ASI HN AI NLGL BB EL OTCHKE AL TA ST TO P 3, PROVIDE A 1'-0"HOOK AT TOP OF ALL VERTICAL BARS. 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) □ [] 8-1 / 12-1 B-2 / 12-2 c---' I • r LUU ASNREL GEKSENSRO BBCOAK RNO DSU TB EB AL MO COKC WC U/ (R2 S) #W5 / M I N = #3 TIES W/ 180-DEGREE HOOKS AT EA ,_ EFONDR ISNPGACRIONUGTED CELLS - SEE SCHED. .. �-i------ -•......,-'Q_ 8-3 I 12-3 o� t > : - . � Ii - -' N () NOTES: 1 . SGL I CRN HTO EEULDT UIBNLLGEO . CO CKF USL TI AN ONT DUE TLB &BO OTF TTI LOTL OME MDB CAS RHE LSE LLTSL OBO EEF XL LOTI NEWNT EDA LTPBBALESOAT CRCKI NMSGUA. TOPPBREEONAVRI NI DI NGEGTFOTI LOWL EAI DDL LTCOHEWSL LI NI SNDTFI ECUGAL RLT EA DL I N WF LIOD OT HR OT OF BREOAORFI N. UGSSEI NBDAIRC ASTI ZEED I NWDI TI CHAVTEERDTFI COARL WI NAEL AL CT HH I CC EKLNLEESXST/ TEYNPDEI .N G F R O M F L O O R T O 2, CONSTRUCTION JOINTS SHALL NOT OCCUR WITHIN 2" OF THE ENDS OF THE LINTEL BEARINGS. 3, LINTELS SHALL BE GROUTED SIMILAR TO WALLS. ALL GROUT MUST BE CONSOLIDATED TWICE, ONCE WITHIN 5 MINUTES OF PLACEMENT AND ONCE 15-20 MINUTES AFTER PLACEMENT -- z :$ ....:l ...l -.,:: <I'. Nz �� w ::r:: p:) � ;:::i fi:.i.. z � 0 05 µ. :$ >-< � IJJ f-< :'i z -u ' u - [/J - REVISIONS �Solutions ;tructu1al engineers a,.,,•.....,');.'lt .u, ,,,..._·g1. '"""' .�Ol£;l8 ,,.......,,, "' BID SET CO 2025 Midwe�tern Engineers. In�. 802 We,t Broadway Stred P.O. Box 29.'i Loogoot�(;. Indi,m:1 47553 DATE APRIi DESIGN 292 5 ��MB S1t• p Eeyi tt K ��T R tC I NOM§ rn 2024090-00 1 8 " OF FILE NUMB ER 44638 Do Not Use Plan Previews for Take Off
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