Midwestern Engineers, Inc. Plan Preview

" - � I • � "l � =� w - r- � 0 z 0 < " 0 0 0 " c w " w " � 0 z 0 e 0 0 0 " o' w 0 " 0 z < c 0 0 w i' w' w 0 0 -� "< ooc C> (.) 0 ' , o N9 om !:.::! gg 'm �N mo .. � Sw 3� -" 9c •• .>O "o wz ,-, 00 -· �o ·- i5 r:-i Cc '5 iii <c C1 3' .,; 3i z .. 02' =l 8 � cl 061753- S HOP FAB. WOOD T R U S SE S �-WOOD HIP T R U SS S Y S YEM; T R U SS ES @ 2'-0" O.C. w/ 12" OVHG C1 C1 ' ' ' ' ' /' ,,� ,:,� :zz,;::,, �£ t:'zzzztz:z;d7d�Z'c:0r3;;,y;:y�,-�z7·�� ..z;;:;3�·· 'A''. , _ >- 1' - 1' � >- 0 ,/ '), ,'!I •, ' 1 , 'I . V V;J '··,,I I I I ,/;/ - ------� :!l l :!l _,l!'.____ _Jlj).__ HJ T R USS ·,,, ::) � / HJ T R U SS f;A '··, � � /./· l[;,J f:;-)1 , I I , � � ,, N _ _/ I r- - -1 ---------- - -- ' __________________':1::--@ Ji JL':__________________ (, 'L._ __ ,;,· HJ T R U SS ,;,· , . T ,/:C, HJ T R U SS "�'FL -"1 '=... :.:C _=J-_-- - -, � � •, ' /§ (,jl '1) '• i ,, ,._q; V,:-J ""'-i'·,. jr@ I C4 _/'# � JACK TRU SS ·,, 1 , / JACK T R U SS -----' -------------------------------- ' ),::-----------------------------------' -- v• � �1 ' d (/) (/) (/) (/) ' ( � · - I 5 12 ( �>-t�-�l__/� I ) 5 12 -y· ----- . W W W�W, %' JACK TRUSS Q; � � I � l JACK TRUSS I/� ---. , ------------------ ----- � � � : - � -,;� " " " I " � �- - � .: ; ------------------------ L , _________ % ij �./ : : ,. u s I� II ,._ q; , ' l I I ', '1l ' --ij · --· HJ__T R LJ SS __ �;-:1 / ! I ! I ·,.t i - : � � __ HJT RUSS _________ I J f/Ai / ' N ' ' ' '\. k/i ' . '.,11' ./' j i;l "' j j i;l j ·· , . If .' t::'.j / '"' ' ' "'' ·, lvl HJ T R U SS ,/· ! le ! ! le ! ··,, HJ T R U SS '/' , I' I I ' I ·r " '' -- -r,�,, ,----:.71' I I I I I I ! ·<_:--,-�- ;-- 1 / I � : 1 : : � I '· . � :,· ' => !- I I - ! => -' ''- V/1 ,, o::: , • , , , • o:::� · . M {Jq.tz 1: � ·;.:;:::::/2zl 1 �;;;.:z:z:z:zz;;,z;:J 1 22 /'. � 1 ,zz;-,..zz;,. 1'/--::;o:c?''.'-i-- h . 1 1 -�·,,z, � �2-Ze� / ,' : ' ' ' ' ' ' : '," ,' ' ' ' ' ' ' ', N STRUCTURAL ROOF FRAMING PLAN S CALE; 1/2" = 1'-0" 16'-4" (0/0 FOUNDATION WALL) O · I CL - /: N D61000- R OUGH CA R PENT R Y -2x4 GUTIER B R D (TYP) !"' ' 0: r---- ----------------------------�----------------------- � �----------- 1 ------------------------------------, __________________________j_______________________________________ i I 08 A 08 IF.F.E. = 748.oo · I NOTE; 1. CONT R OL JOINTS S HALL BE S PACED NO MO R E THAN 8 FT APA R T & S HALL BE A S S QUA R E ·A S PO SS IBLE. 08 [_ -------------------------------------- f --------------------- ----- i 2% S LOPE > � j l'T - .0- .F- . _ =_ 7_ 4_5- .3� 3.� I ! ! i ITo.w. = 747_33· I j"x1" DEEP S AW CUT JOINT -- , i+- - - - 1 f-- I i · I CUT EVE R Y OTHER WI R E AT S AW CUT LOCATION S L----- ---------------------------------------- - ----------- - --------------1----------------- ----- --- --------------------------------------J A 08 N STRUCTURAL FOUNDATION PLAN 20.0 P S F G R OUND SNOW LOAD Pm 0.0 P S F MINIMUM FLAT R OOF S NOW I, 1.0 SNOW LOAD IMPO R TANCE FACTO R 18.2 P S F S LOPED S NOW LOAD .,. ------------- - -�-- --,- -- -- - -- - - . - - -- -- - J Wlt-:ID.: V,so R I S K CATEGO R Y EXPOSURE C&C I, s, Sos So, S EI S MIC FORCE- R E S I S TING S Y S TEM S ITE CLA SS SEI S MIC DE S IGN CATEGO R Y V w C, R q, 115 PSF U LTIMATE DE S IGN WIND S PEED, (3- S ECOND GU S T) 90 P S F NOMINAL DESIGN WIND SPEED II CATEGO R Y C ±16 P S F MINIMUM FACTO R ED COMPONENT & CLADDING P R ES S URE 1.0 SEI S MIC IMPO R TANCE FACTO R D.273g 0.2s S PECTRAL RESPON S E ACCELE R ATION 0.117g 1s S PECTRAL R ESPON S E ACCELE R ATION 0.288g S HORT PERIOD DE S IGN S PECT R AL R E S PON S E ACCELERATION 0.185g 1s PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION "BEA R ING WALL S Y S TEM"-O R DINA R Y R EINF. MA S ON R Y SHEARWALLS D DEFAULT C 3.37 KIP DE S IGN BASE S HEA R 24.04 KIP EFFECTIVE SEI S MIC WEIGHT 0.14 S EI S MIC R E S PON S E COEFFICIENT 2 R E S PON S E MODIFICATION COEFFICIENT 1,SOO P S F ALLOWABLE S OIL BEARING P R ES S U R E 100 P S F/FT LATERAL BEA R ING R E S I S TANCE 130 P S F S LIDING COEFFICIENT i - - .G_ENERAL tRT}ss:·9gN· s1131)cr1of,.Jc NOTES " 1 CONTRACTO R S HALL S UBMIT FO R R EVIEW T R U SS S HOP DWG' S CE R TIFIED BY AN INDIANA R EGI S TERED ENGINEE R P R IO R TO T R U SS FAB R ICATION. THE S T R UCTU R AL F R AMING CONNECTION SCHEDULE S HOWN ON THI S S HEET S HALL BE U S ED 2 AS A MINIMUM. ACTUAL T R U SS CONNECTION S A R E S UBJECT TO CHANGE BA S ED ON ACTUAL NOTE; 1.) ALL FA S TENE RS S HALL BE HOT-DIPPED GALVANIZED WHERE IN CONTACT w/ MA S ON R Y, CONC R ETE, O R T R EATED LUMBE R . ' STRUCTURAL FRAMING CONNECTION SCHEDULE @ @ @ @ @ ****** **** ***** FA S TENE R TYPE CONNECTING MEMBE R 8d C.W. WOOD R OOF S HEATHING TO T R U S S * 8d C.W. T R U SS TO DBL TOP PLATE 16d c.w. ** 12d c.w. JACK T R U SS TO GIRDER TRU S S *** 8dx1.5" C.W. HJ T R U SS TO HIP TRU SS **** 12dx1.5 H C.W, HIP & JACK T R U SS TO GI R DE R T R US S 12d C.W. ***** 12dx1.5" C.W. HIP T R U S S TO DBL TOP PLATE 8d c.w. WALL S HEATHING TO WOOD S TUDS S IMP S ON S T R ONG-TIE TRU SS ANCHO RS ; 18 Ga. 18 Ga. 16 Ga. 18 Ga. 18 Ga. HDG - H3 HDG - LUS24 HDG - TJC HDG - LTHJA26 HDG - HCP1.81 081743-F R P DOO R & F R AME S FACTO R Y P R IMED IN S UL. DOO R --, FACTORY PRIMED DOOR FRAME -- PE R IMETE R GA S KET DOO R BTM S HOE w/ RAIN D R IP ADA OFF S ET TH R E S HOLD--t--.. • d COMMENT S 12" O.C. FIELD & 6" O.C. PE R IMETE R (4)-8d NAILS TO T R U SS & (4)-8d NAILS TO PLATE (2)-16d TOE-NAIL S PER CONNECTION (4) NAIL S TO GI R DE R & (2) NAIL S TO JACK TRU SS (4) NAIL S TO HJ T R US S & (4) NAIL S TO HIP T R U SS (20)-12d NAIL S TO GI R DE R , (7)-12dx1 .5" NAIL S TO HIP T R U S S, (4)-12dx1.5" NAIL S TO JACK T R U SS (6) NAIL S TO HIP & (6) NAIL S TO PLATES 12" O.C. FIELD & 6" D.C. PE R IMETE R COMMON WI R E "c.w." NAIL S IZE S ; 8d c.w. 12d c.w. 16d c.w. 8dx1.5" C.W. 12dx1.5" C.W. 079200-JOINT SEALANTS J S -#1 = D.1310 x2j" = 0.1480 x3" = 0.1620 x:ij" = D.1310 x1j" = 0.1480 x1l" 033000-CAST IN PLACE CONC R ETE j" FIBER EXP. JOINT 4" EXTE R IO R CONC R ETE S LAB - ON-G R ADE w/ 4x4-W4xW4 W.W.F. & SYNTHETIC FIBER. D R ILL & EPOXY 18" LONG #4 DOWELS @ 12" O.C. INTO SLAB (1O" EMBEDMENT) I== & R EACTION S F R OM FINAL S TAMPED T R U SS DWG' S . 3 ALL T R U S SE S S HALL BE LATE R ALLY & DIAGONALLY BRACED IN ACCO R DANCE WITH T R U SS 111 320516-AGGREGATE S FO R EXTE R IO R IMP R OVEMENT S __ 4" COMPACTED COA RS E AGG R EGATE TYPE (AS) 111==:111· ·1 B R ACING R ECOMMENDATION S S ET FO R TH BY THE T R U SS PLATE IN S TITUTE. 4 AT A MINIMUM, All TRUSSES SHALL BE TEMPORARILY BRACED LATERALLY & DIAGONALLY IN ACCORDANCE WITH THE LATEST �BCSl-3" TRUSS BRACING MANUAL. B SECTION AT DOOR SCALE; 1 1/2" = 1'-0" NOTE; 1) 3 LINEAL FEET OF R IDGE VENT R EQUI R ED AT PEAK. 2) 3 LINEAL FEET OF VENTED S OFFIT R EQUI R ED ON EA. S IDE OF HIP R OOF, OTHE R A R EA S CAN BE S OLID. 033000-CAST IN PLACE CONC R ETE 4" INTE R IO R CONC R ETE S LAB-ON-G R ADE w/ 4x4-W4xW4 W.W.F. 320516-AGG R EGATE S FO R EXTE R IO R IMP R OVEMENTS 4" COMPACTED COA RS E AGG R EGATE TYPE (AS) D72100-THE R MAL IN S ULATION ELEV = 750.92' 061600-SHEATHING GLA SS FIBE R IN S UL. (R-13)-------------- o- T/SOLDIER COURSE � WALL SHEATHING --------------+----11 072500-WEATHE R BA RR IE R I+�-!------- BUILDING W R AP 061000 - R OUGH CA R PENT R Y 2x4 LOAD B R G WOOD S TUDS @ 16" O.C. w/ DBL TOP PLATE & TREATED BTM PLATE w/ S ILL S EALE R GASKET UNDE R NEATH--------------- 066400-PLA S TIC PANELING FACTO R Y-LAMINATED F R P PANELING 096513- R E S ILIENT BA S E & ACCE SS O R IE S COVE BA S E--------- -.__ 033000-CA S T IN PLACE CONC R ETE 4" INTE R IO R CONC R ETE S LAB-ON - G R ADE w/ 4x4-W4xW4 W.W.F. --, SHEET VAPO R R ETA R DE R �--- --'--�- ------ - 320516-AGG R EGATE S FOR EXTE R IOR IMP R OVEMENTS 4" COMPACTED COA RS E AGGREGATE TYPE (AS) COA RS E AGG R EGATE TYPE (AS) O R (A3) 072100-THE R MAL IN S ULATION 2" (XP S ) R IGID BRD IN SU L. ( R -10) D330DD-CAST IN PLACE CONC R ETE 10" CONC R ETE S TEM WALL w/ #4 VE R T DOWEL S @ 12" O.C. & #5 HO R Z. BA RS @ 14" O.C. CONTINUOU S CONC R ETE FOOTING w/ (2)-#5 BA RS @ 12" O.C. • b 2'-o" ' • • • ' ' . "' • "' ' 10" ,. 042000-UNIT MA S ON R Y ---.._____ FACING B R ICK VENEE R ---._ _ _ ADJ. MA S ON R Y-VENEE R ANCHO RS w/ WI R E TIE S @ 16" O.C. VE R T./32" O.C. HO R Z. _,, - ---- MO R TA R T R AP ,------FLEXIBLE FLA S HING SY S TEM OVE R METAL FLA S HING ,-----WEEP/VENT MO R TA R BED T FIN. FLR ELEV. = 748.00 T F. WALL ELEV. = 747.33 111 071100-DAMPP R OOFING l==+H-=�t+l==+H-==� COLD APPLIED BITUMEN (APPLY BTM FTG TO T/FL R S LAB) _, I -N � 111 320513- S OILS FO R EXTE R IO R IMP R OVEMENT S T'c==,'-- S UB S OIL TYPE ( S 2) T FTG ELEV. = 745.33 ' , '-'s 334113-FOUNDATION D R AINAGE l 2'-0" 4" DRAIN TILE IN GEOTEXTILE FAB R IC ' S CALE; 1/2" = 1'-0" 1 TYPICAL CONTROL JOINT DETAIL TYPICAL FOUNDATION WALL SECTION S CALE; 1 1/2" = 1'-0" S CALE; 1" = 1'-0" PROPOSED ELECTRICAL BUILDING - STRUCTURAL PLAN (BASE BID) • u t:: - REVISIONS BID SET C 2024 Miciw�stcm Engineer.,. Inc. 802 West Broaclw:iy Street P.O. Bo� 195 Loogootee. !ndiana 47.'15) DATE JULY 2024 DESIGN T.M.K. DRAWN T.M.K. Q.C. CHECK W.A.E. PROJECT NUMBER 2023083-00 08 08 DF 26 I FILE NUMBER I 44319 Do Not Use Plan Previews for Take Off