Midwestern Engineers, Inc. Plan Preview

� 0 w z < � C � < " r 0 0 w �' z 0 0 0 0 " C o' N 0 0 " r w " 0 < " C N I w 0 5 N C 0 w N w' � � � 0 z w " C � • " w c o , 0" �0 o ,.o N9 00 N -o �� ro o. . , 2w "" Ow -� Sc C " ::f 8 � � I o o -· �� CN c. ££ 0 • <c r �� FASTENER TYPE CONNECTIN G MEMBER COMMENTS ASCE 7-10 MINIMUM DESI G N LOADS FOR BUILDIN G S & OTHER STRUCTURES. 8 d C.W. WALL SHEATHIN G TO TRUSS 12" O.C. FIELD & 6 " O.C. PERIMETER 0.14 8 "0x1j" TRUSS TO DBL 2x 6 OR 2x8 TOP PLATE (4)-NAILS TO PLATE & (4)-NAILS TO TRUSS 0.131"0x3j" R.S. 2x10 TRUSS HEADER TO POST (1 6 ) NAILS TOTAL (8) PER SIDE 0.131"0x3j" R.S. 2x10 TRUSS HEADER SPLICE END TO POST 0.131"•x3j" R.S. END TRUSS TO POST 0.131"•x3f R.S. END TRUSS TO DBL TOP PLATE #10x1j" SCREW ROOF/CL G METAL TO GIRT OR SHEATHIN G VLOK008 4x4 KNEE-BRACE TO POST VLOK008 4 x 4 KNEE-BRACE TO DBL PLATE J"•x1 6 " BOLTS TREATED DBL 2x 8 TOP PLATE TO CMU WALL • r0x2j" SOS SCREWS POST BASE TO TREATED 6x 6 POST (8) NAILS TOTAL (4) PER SIDE ( 6 ) NAILS PER CONNECTION (1) NAIL PER 24" O.C. g" O.C. BESIDE RIB (2) SCREWS PER CONNECTION (2) SCREWS PER CONNECTION (1) BOLT PER 24" O.C. (24) SCREWS "' PORCH TRUSS HEADER TO CMU WALL (18) NAILS TO HEADER & (1)-3/ 4 "•x1 6 " A.T.R. TO CMU WALL @ T/BTM OF HAN G ER 0.25"•x3" TAP-CON PVC TRIM BRO TO CMU WALL (1) SCREW PER 48" w/ CONSTRUCTION ADHESIVE ' = H1A - SIMPSON STRON G -TIE ' = MPB 66 Z - SIMPSON STRONG-TIE •' = MBHA3.5 6 /9.25 w/ STRONG-DRIVE SOS SCREWS - SIMPSON STRON G -TIE YLOKOq8 0.228"•x 8 "L SCREW "FASTENMASTER ® " LOK SERIES STRUCTURAL WOOD SCREWS R.S. RIN G SHANK 2. 3. 4. NOTES, ALL FASTENERS SHALL BE HOT-DIPPED G ALVANIZED WHERE IN CONTACT w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l-3" TRUSS BRACING MANUAL. 2x10 SYP#1 TRUSS HEADER EA. SIDE - ---- I '- I ---- - � L- � D � P o Pm I, Ps � ' Vu1t VASD RISK CATEGORY EXPOSURE C&C � I, S s s, Sos So, SEISMIC FORCE-RESISTIN G SYSTEM SITE CLASS SEISMIC DESI G N CATEGORY V w C s R [mli . q, qp � F, 3 5 - 20.0 PSF UNIFORM OR 300-LB CONCENTRATED 10.0 PSF TOP CHORD; 10.0 PSF BTM CHORD 20.0 PSF G ROUND SNOW LOAD 0.0 PSF MINIMUM FLAT ROOF SNOW 1.0 SNOW LOAD IMPORTANCE FACTOR 14.0 PSF SLOPED SNOW LOAD 120 PSF ULTIMATE DESI G N WIND SPEED, (3-SECOND G UST) 93 PSF NOMINAL DESI G N WIND SPEED II CATE G ORY C ±16 PSF MINIMUM FACTORED COMPONENT & CLADDIN G PRESSURE 1.0 SEISMIC IMPORTANCE FACTOR 0.3 6 2g D.2s SPECTRAL RESPONSE ACCELERATION 0.1 4 0g 1s SPECTRAL RESPONSE ACCELERATION 0.3 6 4g SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION D.217g 1s PERIOD DESI G N SPECTRAL RESPONSE ACCELERATION "BEARIN G WALL SYSTEM" ORDINARY REINF. MASONRY SHEAR WALLS D DEFAULT D 6 .2 KIP DESI G N BASE SHEAR 34 KIP EFFECTIVE SEISMIC WEI G HT 0.182 SEISMIC RESPONSE COEFFICIENT 2.0 RESPONSE MODIFICATION COEFFICIENT 1,500 PSF ALLOWABLE SOIL BEARIN G PRESSURE 100 PSF/FT LATERAL BEARIN G RESISTANCE 130 PSF SLIDING COEFFICIENT 15.0 KIP PRE-EN G INEERED MTL G ANG-PLATE WOOD TRUSS @ 24" O.C. (TYP . )--,-----,; TREATED 2x1D SYP#2 TRUSS HEADER EA. SIDE 3 g" 7•-1j" TREATED DBL 2x 6 SYP#2 TOP PLATE BETWEEN TRUSS HEADER "--TREATED 6x 6 SYP#2 SOLID SAWN POST (S 4 S) TRUSS HEADER DETAIL SCALE, 1/2" = 1'-0" 30'-0" [0/0 CMU] 7'-1j" 7'-1j" - 2 CLOSED CELL INJECTED FOAM @ ALL EMPTY CMU CELLS 8" SMOOTH FACE PAINTED CMU LADDER TYPE JOINT REINF. @ 1 6 " O.C. VERT. CONTINUOUS VERT. #4 REBAR IN GROUT FILLED CORES @ CORNERS AS SHOWN�cWI'.. TYPICAL CMU CORNER DETAIL SCALE,3/4" = 1'-0" f SAW CUT JOINT DEPTH = T/4 CUT W.W.R. EVERY TWO STRANDS WHERE CROSSIN G JOINT �c 1 TYPICAL CONTROL JOINT DETAIL SCALE, 1 1/2" = 1'-0" r-1r g" T/ST�OP MATC� EXCI ELEV - 4 6 0.58 V.I.F.1 I I I T/STO�P MATC � EX G � I ELEV - 46 0.58 V.I.FJ . � -'i<- -1<--",. •.--'-. -,---------.--, -.,---1-----,----.-- ,--'---.,-----,-�-----.--,-' . '---·1 � ..--�. -- - - - -. --.�.__-' . I I I I I I 2 6 '-0" I I I I I I I ll-lH--2-PLY TREATED 2x10 SYP#2 TRUSS I '"+---- [gJ r----------:-i [gJ f---- 1 --->---1 [gJ r--.::.=---�--1 [gJ t--------:---1 [gJ ___,J ,_ I _·_,J I ,_ __ ., : ____� , . 1 '--- � T '--- I I I I I I I I I I I I I I I I I I ' I I I I I ' I I I I --- 1 I I - 1 I I ---, I I I I I I I I I I I I I I I I I I PRE-EN G INEERED MTL G AN G -PLATE WOOD TRUSS @ 24" O.C. . ' I """ I I """ I I I • I I I I I I I I I 1 . I I I I I I I I I I I I I I I I I I 1: .:=.. - =. = ,...-1, I --� 1 1:-1: -1 I I I I I I I I I I I I I I I I I I .� -1 ! T � ��f--1r- ! r--9 ! �- lS __ lJ I ; 1 1 tiJGJ, · -". t:,c I U_ fj - I I I I i.n I I I I I I I I I I I I I L- I I I I I I HEADER @ GABLE ENDS 1---2x6 FLY RAFTER --+t-t (TYP. EA. G ABLE END) I I I --- 1 I I r-- I I I t--lf---PRE-EN G INEERED I I I I I I MTL G AN G -PLATE DROP TOP CHORD WOOD END TRUSS (TYP. EA. GABLE END) -�---�-�-H1---h-+-�---�-+-;-I---H-1-K--�---�-· -- I I L..! -.:..I � I U.:- -I.I I � I L.:.- !1....1 I I - -� I I I � I I 1 �� 4 ,,@ 0 i�TERIOR WALLS) I I I �-- I I I I l � I I I 2x4 LAD 0 DER FRAMi N G I I I I 1 �1 W--1 � 1 i --1 1 1 r- i, 1� , •-� I I f 1(1 Ir 1 1 I I �f, I a------ 1 I I I · ·,.,1 I -._ I I • I I I I · - t1 . ti·il I I tt - -f1 I I I I --- I I I I I I I ---, I I l I I I I • · --.v::-.....-::..aa......-.-.., I - I I I I I kl _J I I I� I -: I 1--:-.--:-..... ' I I N I � I I I I I I I I I I I I I I <D I I N I I "' I I . - I I ROOF FRAMING PLAN SCALE, 3/ 8 " = 1'-0" I I I I I I I i=- -!rl I I I I I I I L_ u I I 'I I I t1 1 I I I I I I I I 22"x30" FRAMED ATTIC ACCESS. (CONTRACTOR TO PICTURE FRAME OPENIN G w/1x 4 PVC TRIM BROS & REST PLYWOOD FRP PANEL ON TOP) I --- I I I r-· I I 1:::-- I I I I I I I I I I 2x4 LADDER FRAMIN G @ 24" O.C. (TYP EA. G ABLE END) �-- -2x6 GUTTER BRO (TYP.) • 0 I <D ,,., I "' 1 ' 5 , (J) . I i-------:-.c.J. . f--- c.J . 4'-0" 4 ' - o " 3 ' -4" I I 1;c� o � p 4 6 0.70'11",.._ --------- +----_ J_ +-- � - l - f--- """ 7'-4" 3'-4" 4 ' - o " 4 ' -0" T/STOOPI / ELEV = 4 6 0.70'1 1 !' a i I • ·--...:..:-------·--- ___ ..., -.....- - �..---------------· -,----'I,- . . -'lc--'k-�- 1 � I , 'Tt---.,-c -k �.-���1,----�-'-� I T/FT G IELEV = 458.72'1 F , N - _, f"'-=-_J I I , 1 i'-s I r --------- 1 1- ,- 1- 1 ---- T - -CO- --- .- - �1 -------- ...l -- 1 ·- ·- ·- 1 --------- -, I I I I I 'L_4" CMU BELOW I I I I I I I _. I I STOOP ALON G I I I : I I I I _,. / S 1 , I I NORTH SIDE I I I l"T7i/Fci i1N, .1F'1 LR R�-_ l-- 1 -+- ;+.-. �-+;--._ I I I I I I I I ELEV = 46 0.72'1 I I I I ', 6 I · . I I ,, I I :,; 0 0 ..... 0 � ' ro I <D I I I ,A I I � I r, I I ;,'. I I I ! ,,., 4 \. I I I I I I I I - . , R ) (TYP. EXTR)I I , I I I · I I I I � I I �"i' I I � "' I I I •' ' , ' I I I I o I I � I I I r-� ! 5 ·-10" ! l rl-r l h+ ,.. : 6 .. 6 ' -3" - ! I :1 : 6 ,, 6 '-3" ! rl,- l +, 1 -,. . ,.. : 6 " 5 · -10" ! ; 08 ,,j I I I I I I I I I I � I I I I .... I I A � I : : � : : : ,./ 5 ' I : : "' 6 \. : I I T/FTG I • ,, I I I ', 6 I , I . 6 ) ( TY P 3 l ' I ( ELEV = 4 6 0.39' I I I I , I I � I I r 1 1- ,- 1 ------w�- ----1.-- 1 --L--------....; --1 - .. ·--· 1-, I I ' I I - ·��=��=t-,-,-�-r-,=�-' � . J� . c-; I I I I · I I : 1;c� G = 458 72'1 :e ..,._�1 _-_ -_- _-_-_- _-__ --+- - - - _ - _ - _ 1 _ 6 _4"'_ 0 _ " _ - _ - _ - _ - _ - -+ ' - _ - _ -__ · - +- - - - _ - _ ,._ ( _.,.. : •. : I I I N - ;::, I I I t 2 ,::' 0" L 4 ' -8" t 18 " ! ! 15 '-Q" � ! 18" ! 4 '-8" 1 2�" ! f ro AT SOUTH SID� I I I 0 .... . 0 � ' 0 I ro - : L_________J_ �l------- , .. ------ 1r; �:���A U LK B ���- ___ J_ _ .• J_________ j'.1--��,: I � __ . ·�-.._ � --/.,.,,/.·/,:://{(IP'"""_,.._.., ,,.,.,..,.. "' ,,.,.., ,...,, .r """>'. ·,""- ---.. , _ - --'/ : I ..,,_ -- ,��- - ---------------------------.---'---------- N -' -------------- •---=t� 1 ___-"lc 13'-4" 3'-4" 13'-4" 30'-0" [0/0 CMU] ---�-::;� SEE SITE PLAN FOR 31'-4" [0/0 FT G ] CONTINUATION OF SIDEWALK N FOUNDATION PLAN SCALE, 3/8" = 1'- o " STRUCTURAL PLANS • u c:: - REVISIONS BID SET @20!4 Midwcstem Cng11w�r.<. Inc. S02 We�t 13rnadw:iy Sm,�t P.O. 13\JX 2')5 Loogwtcc. lndi"na 47553 DAT£ AUGUST 2024 DESIGN T.M.K. DRAWN S.L.H. Q.C. CHECK C.W.R PROJECT NUMBER 2024056-00 5 5 OF 12 I Flt£ NUMBER I 44277 Do Not Use Plan Previews for Take Off