Midwestern Engineers, Inc. Plan Preview

L ---- ----- ---- 061753-SHOP FAB. WOOD TRUSSES WOOD TRUSS SYSYEM; TRUSSES@ 2'-0" O.C. w/ 16" OVHG I N 50'-0" COMMON GABLE TRUSS G S3.07 L 0. . ROOF FRAMING PLAN . . StALt 1/4'' = 1'-0" JllDTtl \ ,) ALL l'A�1'1W��$ m,ALL �t HOf-OIPPtD oA,.VANIZtO WHrR� IN (;()NTAGf w/ MASONRY, eoNtRtrt 0� fR[Af[D LLlMBi::R, - STRUCTURAL FRAMING CONNECTION SCHEDULE fA�Trni:R iYl'c -·-· lid G.W. .. . * Sd c.w. 16d c.w. ··-·-- . . . --- . wooo . eONNcCTING Mi::MBtR ·- - - . - Rbor SHt'ATHING TO TRUSS . . TRUSS fO TRt'ATED 2xB Slbb PLATES - - . . (4)-8<1 COMMl'NfS - 12'' o.c. l'lrLD & 6" o.c. l'eRIMCTER NAILS TO TRUSS & (4)-Bd NAILS TO TREATED (2)-16d TOE-NAILS PER CONNECTION PLATE @ @ @ @ @ .. 12d t.W. 2x4 LADDER FRAMING TO DBL TRUSS (4) NAILS TO GIRDER & (2) NAILS TO JACK TRUSS ****** **** ***** ... 8dx1.5" C.W. HJ TRUSS TO HIP TRUSS (4) NAILS TO HJ TRUSS & (4) NAILS TO HIP TRUSS **** 12dx1 .5" C.W. (20)-12d NAILS TO GIRDER, (7)-12dx1.5" NAILS TO HIP 12d C.W. HIP & JACK TRUSS TO GIRDER TRUSS TRUSS, & (4)-12dx1.5" NAILS TO JACK TRUSS ***** 12dx1.5" C.W. HIP TRUSS TO TREATED 2x8 SILL PLATES (6) NAILS TO HIP & (6) NAILS TO PLATES 12d C.W. TREATED 2x8 SILL PLATES 2 STAGGERED ROWS 2" FROM EDGE@ 24" o.c. SIMPSON STRONG-TIE TRUSS ANCHORS: COMMON WIRE "C.W." NAIL SIZES: 18 Ga. 18 Ga. 16 Ga. 18 Ga. 18 Ga. 2 3 4 5 HOG H3 HOG - LUS24 HOG TJC HOG LTHJA26 HOG HCP1.81 CONTRACTOR SHALL SUBMIT FOR REVIEW TRUSS SHOP OWG'S CERTIFIED BY AN INDIANA REGISTERED ENGINEER PRIOR TO TRUSS FABRICATION. THE STRUCTURAL FRAMING CONNECTION SCHEDULE SHOWN ON THIS SHEET SHALL BE USED AS A MINIMUM. ACTUAL TRUSS CONNECTIONS ARE SUBJECT TO CHANGE BASED ON ACTUAL REACTIONS FROM FINAL STAMPED TRUSS OWG'S. ALL TRUSSES SHALL BE LATERALLY & DIAGONALLY BRACED IN ACCORDANCE WITH TRUSS BRACING RECOMMENDATIONS SET FORTH BY THE TRUSS PLATE INSTITUTE. AT A MINIMUM, ALL TRUSSES SHALL BE TEMPORARILY BRACED LATERALLY & DIAGONALLY IN ACCORDANCE WITH THE LATEST "BCSl-3" TRUSS BRACING MANUAL. BASIS-OF-DESIGN PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS INDICATED ON THIS SHEET FOR TRUSS CONNECTOR OR COMPARABLE PRODUCT. 8d C.W. 0.1310 x2!" 12d C.W. = 0.148• x 3 " 16d c.w. = 0.1620 x3j" 8dx1 .5" c.w. = 0.131• x1!" 12dx1 .5" C.W. = 0.1480 X1j" :�II C II 1•--=- --ll ' I I S3.04 -1 Q610DQ-ROUGH CARPEN T RY SEE HVAC DWG's FOR EXHAUST FAN & ROOF CURB � NOTE; CONTRACTOR SHALL PROVIDE ALL MTL FLASHING, BUTYL TAPES, SEALANTS, & FASTENERS AS NECESSARY TO ENSURE CURB INSTALLATION IS WATERTIGHT. 074113.16-STANDING SEAM MTL ROOF PANELS PERIMETER MTL COUNTERFLASHING PERIMETER FIELD FORMED MTL FLASHING w/HEMMED EDGE \ , MTL ZEE CLOSURE �\ SEE HVAC owe·, FOR GRILLE SIZE 31" CLR 074113.16-STANDING SEAM MTL ROOF PANELS FIELD FORMED MTL FLASHING & CRICKET BEHIND CURB MTL ROOF PANEL w/ FIELD FORMED HEMMED EDGE GALV. MTL 061000-ROUGH CARPENTRY 2x4 WOOD LADDER ROOF FRAMING @ 24" o.c. 061753-SHOP F AS, WOOD TRUSSES --+----+WOOD TRUSS SYSYEM; DBL TRUSS w/ 16" OVHG 061000 ROUGH CARPENTRY 2x4 WOOD LADDER ROOF FRAMING @ 24" o.c. ...__, ___ '-'---2x4 WOOD LADDER FiRAMING @ 24" O.C . . • • • • • • . . • • • • • 4 • • • • ' 4 ,. i • - _, - r 4 ' · " -· ' • . -� . ' ,• • ,. <I . . � ,.,4. r <. C " •" ...... . - - - .. w � c:; z "' ;... X "' X "' � -��-- 2x6 CUTTE:R BRO (TYP) I � - .. .. ·- . [_. _____________ . . - . NOTE: PROVIDE MEMBERS I I 11 I I 3'-11j" I I 11 I I I 2f-'- 1 2' \J r C10x6.14 CHANNEL I - 0----0· .,( N ' ' 'L ' � z I u st - ' "' � X 0 - "' u 3" 3" ' ' I ' - 0 - --o- - C10x6.14 CHANNEL \ • - 4 • • . . • 4 .. •· ... • !" GA AS P BETWEEN FRAMING HOWN ON THIS PLAN. s 055000-METAL FABRICATIONS 4"x4"xf TUBE COLUMN x10"xj" ALUM. B.P. WELDED TO & CAPPED AT TOP w/ j" ALUM. w/1 o" BTM. THICK . . PLATE. 055000-METAL FABRICATIONS ALUM. L3x3,a" ANGLE w/ j"0 BOLTS, SHOP WELD WHERE BOLTS NOT SHOWN ON ANLGE LEG (TYP. WHERE SHOWN ON THIS PLAN) • • .. • • . ALUM. C1 Ox6.14 CHANNEL a • • ··.1 . ' " • , .. •• • • • • .. • .. . • • N STAIR FRAMING PLAN SCALE: 3/4" = 1'-0" C Pm I, P s WINO V,so RISK CATEGORY EXPOSURE C&C SEISMIC 1. s, Sos So, SEISMIC FORCE-RESISTING SYSTEM SITE CLASS SEISMIC DESIGN CATEGORY V w R SOIL. qp ROOF CURB DETAIL 20.0 PSF GROUND SNOW LOAD 0.0 PSF MINIMUM FLAT ROOF SNOW 1.0 SNOW LOAD IMPORTANCE FACTOR 18.2 PSF SLOPED SNOW LOAD 115 PSF ULTIMATE DESIGN WIND SPEED, (3-SECONO GUST) 90 PSF NOMINAL DESIGN WIND SPEED II CATEGORY C ±16 PSF MINIMUM FACTORED COMPONENT & CLADDING PRESSURE 1.0 SEISMIC IMPORTANCE FACTOR 0.273g 0.2s SPECTRAL RESPONSE ACCELERATION 0.1179 1s SPECTRAL RESPONSE ACCELERATION 0.2889 SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION 0.1859 1s PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION "BEARING WALL SYSTEM"-OROINARY REINF. MASONRY SHEARWALLS D DEFAULT C 3.37 KIP DESIGN BASE SHEAR 24.04 KIP EFFECTIVE SEISMIC WEIGHT 0.14 SEISMIC RESPONSE COEFFICIENT 2 RESPONSE MODIFICATION COEFFICIENT 1,500 PSF ALLOWABLE SOIL BEARING PRESSURE 100 PSF/FT LATERAL BEARING RESISTANCE 130 PSF SLIDING COEFFICIENT NEW HEADWORKS BUILDING - ROOF PLAN REVISIONS BID SET 02024 Midw�c,·m Engineers. Inc. 802 Wl·Sl Broadway Strec1 P.O. Bm295 Loogomee.Indian" 47553 DAT£ MARCH 2024 DESIGN T.M.K. DRAWN T.M.K. a.c. CHECK W.A.E. PROJECT NUMBER 2020073-00 S3.04 ·67 OF 126 I FILE NUMBER I 43999 Do Not Use Plan Previews for Take Off