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HomeMy WebLinkAbout13-579 516 Hansen St S plans CU L V V K4dFm Engineering, Inc. M e c h a n i c a l 3/15/2013 S t r u c t u r a l I n d u s t r i a l RE: Downtown Renaissance Building Structural Drawings To Whom It May Concern: Drawing shall be modified to reflect that floor joists may be 2 x 10 lumber Hem-fir No. 1 or better versus the floor joists listed as 1%x 9% 1.55 E Timber Strand LSL joist. Respectfully, M c d�.1 v e, t9.E, McClure E ginL� er;r;g, Inc. 507 Main Avenue West Post Office Box 1404 Fax 208 734-9016 Bus: (20$) 734 9015 �� E� `vvin FaUs,ID 83303-1404 ) o,> E-mail:mcclure@mcclure-engineering.com (ONA(4�4, . 1ST FLOOR CEILING 3343 F. 0 Nay Wmp o 0 O >WO�'�� C4 0 L11 V QU-mmm �2"± _2LLmy - - H OJ vV O a .. rM .. Z 1. p U °' 1 FLOOR(N) U)1 FLOOR(N) 7VIB15naN1 7tltlf1.LORtliS EXISTING(2)2 1/2"x 11" 7V01NVH06W1 FLOOR(N) FLOOR JOISTS d FLOOR JOIST 13/4"x9 13"x72" 13"x12" 4 EXISTING CONCRETE 1/2"1.55E TIMBERSTRAND WALL 5"_ LSL BEAM AT 12"O.C.(N) be d NI m U N +1 WALL TILE q'_1". , W COca m 0 /8"0 EXPANSION °D +I 5adnl'�7 � o O o p ANCHORS bl 4'-0"O.0(N) u L :oo:MK'wE E.�.EEa.o,�. FLOOR JOIST PLACED IN JOIST HANGER(N) 5/8"0 BOLT®2'-0"O.0(N) BASEMENT xPPRN661��M"�upEE REMOVE WALL TILE& CONCRETE FLOOR ry INSTALL LEDGER AGAINST SIMPSON LB210 JOIST 3 1/2"x9 1/4"1.9E MICROLLAM LDL(N) 1 CLIENT: PROJECT: CONCRETE WALL HANGER(N) 3 1/1"1/4"1.9E SIMPSON L8210JOIST MICROLLAM LDL(N) HANGER(N) Z Z Z� U moo � Z � D � � ce O Z (.n / n SECTION Z ui Z Z O UJ U I 1 ST FLOOR CEILING I m z g O O V V 5/8"0 THRU BOLTS 31'-3"+- O 6'O.C.(N) OPENING +i r 6' FLOORJOIST 1 3/4"x9 1/2" U 1 ST FLOOR 1.55E TIMBERSTRAND LSL 7 LLJ 4' BEAM AT 12"O.C.(N) i I I I 1 1"x2 1/2" _- -- H3 1/2"x9 1/4"1.9E �® (2)11"x2 t/2"(E) MICROLLAM LDL(N) (z)11"x2 t/z"(E) REVISIONS Building Plans have G� `e,. PLACED IN JOIST bePq reviewed and approved Qlq oa- DATE DESCRIPTION HANGER(N) "ol +I 'S,` �9S Q REVISION NOTED. > > -' O1 �ostrUCtion Subject �1 (03-13-13) 0 0 +I Field Inspection o I Date 3 BASEMENT CONCRETE FLOOR LEGEND ABBREVIATIONS SYMBOL DESCRIPTION --- IL Nmv (E) EXISTING SHEET (N) NEW �°'� 7'-81/2"± 12'± 12'-31/2"± ✓—_ 5 10 5 0 10 SECTION OF SCALE IN FEET Y �N 1ST FLOOR CEILING g5\ONAL ry 3346{ s N�a<s O s p M U yy Q U ^^ N O LU O z u:6 s ~ 0 yLL�N'� O O Z n z m, I FLOOR(N) Q a P I F m Q I FLOOR(N) O N 3 1/2"x9 1/4"19E EXISTING(2)2 1/2"x 11" 7tlI816f10N1 MICROLLAM LDL.(N) FLOOR(N) FLOOR JOISTS 7Ytl010R818, FLOOR JOIST 3/4"x91/2" 13"x12" 13"x12" 7YOWYN08W 1.55E TIMBERSTRAND LSL C BEAM AT 12"O.C.(N) —5't 4x4 POST®5'-2 1/4" W +� O.C.(N)(TYP OF 7) O1 WALL TILE `a m z °p (2)1/2"0 EXPANSION +1 ednj03 0 y a ANCHOR BOLTS(N)(TYP) o O Q FLOORJOIST PLACED IN 6"x8"x3/8"BASE PLATE SPACER JOIST HANGER(N) (N)(TYP OF 7) 5/8"0 BOLT®2'-0"O.0(N) BASEMENT 21 [.1.141M.y" SIMPSON STRONG-TIE CONCRETE FLOOR ry ex PMMlN..W=.W5.MW Muj 4x4 POST CAP- SIMPSON LB210 JOIST 2 3 1/2"x9 1/4"1.9E MICROLLAM LDL(N) Q HANGER(N> CLIENT: PROJECT: PC44-16(N)(TYP OF 6) ' SIMPSON LB210 JOIST HANGER(N) i I.":s , a w o W Z Z Z U s - U w � ZO0 � Z U A l SECTION U ; 2.(. _l�_ ¢ J u < 5-1,2 SCALE: O In 3/8"=1'-0" ~ O 7 N LLJ I— Z Z O Ce O U � LU 1 ST FLOOR CEILING U z z 0 > L� m 31't OPENING F. FLOOR101ST 1 3/4"x9 1/2" o 31'± N1 ST FLOOR 1.55ETIMBERSTRANDLSL 31/2'x91/4"1.9E 4' BEAMAT 12"O.C.(N) MICROLLAMLDL(N) 1 ST FLOOR(N) LLJ 1/8"0 THRU BOLTS _� ®6'O.C.(N) 3 1/2"x9 1/4"1.9E 1 MICROLLAM LDL(N) + 4 SSIMPSSOON STRONG-TIE ro NG-TIE S g PC44-16(N)(TYP OF 7) PLACED IN JOIST "+I ® p 'v a a +I z z HANGER(N) C yamy;; REVISIONS E X g DATE I DESCRIPTION co w x x v a O 5_2 1/q^ REVISIONS NO O.C.(N)TYP OF 7 (03-13-13) I I'-10"± +i © REVISIONS NOT ry ry (03-21-13) m m ANCHOR BOLTS(N)(TYP) 6"x8"x3/8"BASE PLATE 4"THICK BASEMENT m (N)(TYP OF 7) CONCRETE SLAB - (2)1/2"0 EXPANSION... SHEET 7'-111/2"t 12't 12'-31/2"t �C 1 SECTION 5-1,2 LEGEND ABBREVIATIONS J J / n SECTION SYMBOL DESCRIPTION 2 SCALE: 3/8"=V-0" (E) EXISTING 10 $ O 10 (N) NEW OF SCALE IN FEET