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TOP OF PRECAST <br />EL. SEE ARCH. <br />SEE PLAN FOR (SERVICE LOAD) <br />JOIST REACTIONS <br />FIELD WELD <br />1/8" >2-1/2\EACH JOIST <br />CONT. <br />W10 <br />12" PRECAST TYP. <br />TYPICAL SECTION <br />SCALE: 3/4" = 1'-0" <br />TOP OF PRECAST <br />EL. SEE ARCH. <br />EMBEDDED PLATES <br />BY PRECAST <br />SUPPLIER <br />STL SUPPLIER NOTE: <br />PROVIDE JOIST WITH <br />NO CAMBER ADJACENT <br />TO WALL <br />JOIST BRIDGING <br />PER SJI - SEE PLAN <br />3/8" HILT! HUS-EZ ANCHOR <br />(OR EQUAL) <br />TYPICAL SECTION <br />SCALE: 3/4" = 1'-0" <br />36-5 PATTERN <br />WITH 5/8" DIA. <br />PUDDLE WELDS AS SHOWN WITH <br />2 SIDELAP FASTENERS PER SPAN. <br />JOIST <br />TOP CHORD <br />NOTE: MECHANICAL FASTENERS ARE ACCEPTABLE <br />ALTERNATIVE TO DECK WELDING PER ENGINEERS' APPROVAL. <br />TYPICAL DECK FASTENING DETAIL <br />SCALE: NOT TO SCALE <br />3/8" TOP PLATE <br />COLUMN WIDTH +1" <br />WELD WITH 1/4" FILLET <br />WELD TO COLUMN <br />ALL AROUND p' yp <br />00 <br />irk <br />(4) 3/4" DIA. A325 / <br />BOLTS AT TOP AND BTM <br />FLANGE (3" GA.) TYPICAL j <br />W14 <br />SEE COLUMN <br />SCHEDULE <br />TYP. DETAIL AT <br />SCALE: 3/4" = 1'-0" <br />STEEL BEAM <br />SEE PLAN <br />STEEL BEAM <br />SEE PLAN <br />WIND <br />0 <br />0 <br />TT 171 <br />(4) 3/4" DIA. A325 <br />BOLTS AT TOP AND BOT <br />FLANGE (3" GA) TYPICAL <br />�o� TYPICAL DETAIL AT <br />.52� SCALE: 3/4" = 1'-0" <br />00 <br />0 <br />0 <br />0 <br />1 /4" CLIP <br />ANGLES WITH <br />3/4" DIA. A325 BOLTS <br />3/8" BOTTOM FLANGE <br />PLATE MATCH COLUMN <br />WIDTH FULL PENETRATION <br />SHOP WELD OR FIELD <br />WELD AT STEEL PLATE <br />MOMENT CONNECTION <br />3/8" TOP PLATE <br />COLUMN WIDTH +1" <br />WELD WITH <br />1/4" FILLET WELD <br />TO COLUMN ALL <br />AROUND <br />1/4" CLIP ANGLES <br />WITH 3/4" DIA. <br />A325 BOLTS <br />3/8" BOTTOM <br />FLANGE PLATE <br />MATCH COLUMN <br />WIDTH FULL <br />PENETRATION <br />SHOP WELD AT <br />STEEL PLATE <br />W14 <br />SEE COLUMN <br />SCHEDULE <br />WIND MOMENT CONNECTION <br />TOP OF PRECAST AIL <br />La 4 EL. SEE ARCH. IV - <br />EMBEDDED PLATES <br />BY PRECAST <br />SUPPLIER <br />BM. VARIES <br />SEE PLAN <br />BEAM REACTION -SEE PLAN <br />JOIST SEE PLAN <br />12" PRECAST TYP. <br />TYPICAL DETAIL <br />SCALE: 3/4" = 1'-0" <br />JL <br />WILDLIFE RESEARCH\ADDITION\WILDLIFE RESEARCH ADDITION-S2 <br />IL <br />/ 3/8" ST. PLATE EA. SIDE <br />MID -HEIGHT <br />COLUMN CAP PLATE <br />�3/4"X1'-2"X BM. FLANGE WIDTH <br />W/ (4) 3/4" DIA. A325 BOLTS <br />.I <br />1( HSS COL. SEE PLAN�1.. <br />1 <br />SPLICE VARIES - SEE PLAN <br />/ <br />f <br />. . <br />f <br />CONNECTION <br />BEAM SEE PLAN <br />STD. FRAMING <br />JOIST SEE PLAN <br />TYPICAL DETAIL AT BEAM SPLICE <br />SCALE: 3/4" = 1'-0" <br />1-1/2" X 22 GA. <br />TYPE B ROOF DECK <br />SEE PLAN FOR <br />STEEL JOISTS <br />FIELD WELD JOISTS TO <br />BEAMS WITH 1/8" X 2-1/2" <br />FILLET WELD EACH SIDE <br />SEE PLAN FOR <br />STEEL BEAMS <br />TYPICAL 3/4" CAP PLATE <br />WITH 3/4" DIA. A325 BOLTS <br />TYPICAL DETAIL AT ROOF JOIST BEARING <br />SCALE: 3/4" = 1'-0" <br />0 <br />O <br />Q <br />O <br />0 <br />I <br />0 <br />0 <br />N <br />C <br />C <br />0 <br />I <br />O <br />0 <br />I <br />0 <br />O <br />I <br />0 <br />0 <br />I <br />0 <br />0 <br />0 <br />I <br />w <br />m <br />0 <br />w <br />a <br />J <br />N <br />50'-0" <br />JOIST BEARING JOIST BEARING <br />EL. = 126'-4" EL. = 126'-10" <br />30K7 STARTER JST (NO CAMBER) <br />0 <br />0 <br />X <br />( <br />WELD D STEEL ANGLE <br />FRAME 3X3X1 /4 FIELD <br />WELD TO JOIST II TOP <br />CHORD FOR ROOF <br />ACCESS HATCH OPENING <br />CONT. <br />W10x17 <br />JOIST BEARING <br />EL. = 126'-1 G" <br />INDICATES <br />BEAM SPLICE <br />TYPICAL JOIST <br />REACTION (SERVICE) <br />KII'S F'tK <br />JOIST BEARING <br />- 1 7'-4" <br />30K7 STARTER J IST (NO CABER) • 30K7 S ARTER JOTS (NO CAME R) <br />I. 1. <br />O <br />/ <br />N <br />150'-0" <br />50'-0" <br />Y 30K7 STARTER JOIST (NO CAMEO) <br />O \1 1 / <br />TYPICAL <br />BEAM REACTION <br />AT PRECAST PANEL <br />SLDPED BEAM <br />30K11 ST =EL JOISTS AT 5'-0" O.C. <br />JOIST BEARING <br />EL. = 126'-10" <br />STORAGE BLDG. ROOF FRAMING PLAN <br />SCALE: 1 /16"=1'-0" <br />40'-0" <br />J <br />—T <br />— T <br />— N <br />0 <br />I <br />O <br />0 <br />I <br />O <br />O <br />I <br />0 <br />Y <br />26K <br />0 <br />x <br />W_ <br />N <br />X <br />N <br />JOIST BEARING EL. = <br />N <br />O <br />X <br />44'-0" <br />JST. NO C <br />INDICATES BEAN TO <br />C LUMN WIND MOMENT <br />C NNECTIONI SEC TYP <br />DETAILS 9/2 & 10/2 <br />z__--W14X22 <br />26K6 <br />HI)RIZ <br />0 <br />0 <br />J <br />frJ <br />STARTER J <br />26K1 J STEEL JOISTS AT 5-0" O.C. <br />N <br />-03 <br />1ST `NO C L3ER) <br />w <br />(D <br />X_ <br />N <br />O <br />m <br />II <br />N <br />O <br />trt <br />x <br />N <br />JOIST BEARING EL. = <br />NORTH <br />45'-0" <br />o) <br />N <br />u <br />LJ Ni <br />wow <br />CO <br />(( <br />(o <br />30K7 <br />30K11 STEEL JOISTS AT 5-0" O.C. <br />30K7 <br />50'-0" <br />STARTER JO <br />ST (NO CAM <br />JOIST DEAF ING <br />EL. = 126'-10" <br />JOIST BEARING <br />EL. = 126'-4" <br />I <br />o z <br />WN( <br />N Q, <br />w o Q: <br />dim <br />JOIST BEARING <br />EL. = 126'-10" <br />CONT. <br />W10x17 <br />TYPICAL JOIST <br />KLAC I ON (SEKVI.;L) <br />= 1.5 KIPS PER FT. <br />JOIST <br />EL. = <br />STARTER JO <br />45'-0" <br />BEARING <br />127'-4" <br />I WIND SHEAR ) ) <br />33 KIPS (SERVICE LOAD) <br />STARTER J T. (NJ CABER Y' <br />WELDED HV)RIZ. BRIDGING <br />7.6K1 J S1EEL JOIS TS AT 5-0" 0.C. <br />cc) <br />_X <br />0 <br />N <br />O <br />x <br />N <br />y <br />N <br />.00 <br />its <br />x <br />26K6 STA12TER JOIST (NO LAMB R) <br />26K6 <br />STARTER IT. NO CA <br />BEARS REACTION <br />AT PRECAST WALL <br />(SERVICE LOAIp) <br />STEEL JOISTS AT 5-0" 0.C. <br />N <br />03 <br />TYPI AL (SERVICE LOAD <br />BEAM REACTICN <br />AT PRECAST PANEL <br />26K6 ;TITER JOIST (NO CAMB R) <br />(( WIND SHEAR ) ) <br />33 KIPS (SERVICE LOAD) <br />0 <br />In <br />►� <br />N <br />O <br />_x <br />N <br />3 <br />BEARING EL. <br />1- <br />v, <br />0 <br />45'-0" <br />26I 6 STARTER <br />S1EEL JOISTS AT 5-0" 0.C. <br />JST. (NO <br />JOIST BEARING <br />EL. = 125'-10" <br />JOIST BEARING — <br />EL. = <br />INDICATS <br />BEAM PLICE <br />JOIST BEARING <br />EL. = 125'-10" <br />WELDED F/ORIZ. BRIDGING <br />JOIST E�EARINGEL. = <br />— <br />CONT. W10x17 <br />TYPICAL JOIST <br />REACTION = 1.35 <br />KIPS P R FT. <br />(SERVI E LOAD) <br />JOIST BEARING <br />JOIST BEARING <br />26K6 TARTER JC ST (NO C MBER) <br />NORTH <br />ROOF FRAMING PLAN <br />1 <br />w <br />0 <br />w <br />a <br />0 <br />CO <br />Lu <br />0 <br />0 <br />uj <br />UJ <br />1. <br />0 <br />0 <br />Srl'0111 <br />Jerome, AZ 86331 <br />PIA/FAX: SOS-463-2256. <br />ENGINEER CERTIFICATION: <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE <br />OF MINNESOTA. <br />SIGNATURE <br />BERNIE STROH <br />PRINT NAME <br />14269 <br />LICENSE NO <br />07.02.26 <br />DATE <br />Construction, Inc. <br />Commercial Design and Construction <br />1100 Mendota Heights Road Ph: 651-681-0200 <br />Mendota Heights, MN 55120 Fax: 651-681-0235 <br />ce <br />0 < <br />Lu <br />LLI <br />ADDITION <br />LLI <br />Copyright 2026 <br />Stroh Engineering, P.E. <br />St NW, Ramsey, Minnesota <br />00 <br />Structural Engineer: B STROH <br />Drawn By: JRB <br />Checked By: LL <br />Revisions <br />7/2/26 ISSUE FOR PERMIT <br />ROOF <br />FRAMING <br />PLAN <br />Sheet Number <br />S2 <br />Project No. 251003-4 <br />