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Home My WebLink About50 Park Ave plan 7t 5 1"x5 "" PSL 4 4 COLUMN DN 3-2X 10 I ^ 5 a„x5 4„ PSL Q > COLUMN UP & DN �? o I cn O Om m �» 5 4"x5 4" PSL 2-1 4 'x9 4" 5"x5 PSL 4 4 COLUMN UP & DN COLUMN DN VERSA LAM 2.0 �- 5 4"x5 4> PSL 0 3100 OR EQUAL 3-2X 10 ® 000 w COLUMN UP Q 00�� 0 o V) BEAM 2.10 =" 0 Q O Q I O O N m Z -BEARING Q _ o — I cLOAD N I N :2 w 2X6 WALL � wxQ m_j o wo QN �cj� O 0�o— m o O :�i .=-Cq 1I m m Q= I cn 0 I °�° CO �_ cn 0 I I m rn I 5 4„x5 4„ PSL m < N ; 0 I , ,© 0 � � o l ( ( COLUMN UP & DN > a- 5 4"x5 4" PSL COLUMN DN q O �< cy w W 3 1"x3 2" PSL COLUMN UP & DN o - V 0U) 5 a"x5 4" PSL- 0 o COLUMN UP & DN U O m0 w 5 ""x5 "" PSL- COLUMN UP4 & DN 3 ""x3 2 PSL COLUMN UP & DN 6X6 P.T. COLUMN DN (30 oo z "o �w� U (� ©N W X� V) 3-2X10 _- I -- I 1 STEEL BEAM Q0 W 1 OX30 F�50ksi BEAM 2.19 11 ' S"x5 �" PSL 5 4"x7" PSL 4 N COLUMN UP & DN COLUMN DN L _ of �Oo I 0 0L X LLJ m 5 4„x5 4„ PSL 5 4„x5 4» PSL 10 6- W 0 COLUMN UP COLUMN UP & DN N I I o 5 4"x7" PSL � _o I- m ~ I o COLUMN DN '"°'®� w N m I 4»UPS& _ 31 4» 1>° I w —52"_ - 1 1'-44" COLUMN DN q o VERSA LAM 2.0 I cn 5 1"x5 1" PSL a 5 4"x5 4» PSL 3100 OR EQUAL J L BEAM 2.18 COLUMN DN COLUMN UP & DN p 0 cn cn I STEEL BEAM W 1OX54 (F�50ksi) of co X clv (n D ^ J �� cn o� v J N 0 0) U7 L I o z 0 Q Ld Io 0= i J— LOADS FROM BEAM 2.16, BEAM 2.17: 5 4'"x5 4" PSL 0 o 0 5 4"x5 4" PSL W z °' o m c CO o D o �0° DEAD=9,956 Ib COLUMN UP & DN �n � COLUMN UP & DN � 00 Ljj w w D m O U �'�— — N LIVE=21,986 Ib m o m� J W o==��o o ' O o�L� m �°.0 w -00 Q LOAD -BEARING �' O I X m I N 2X6 WALL DOUBLE JOISTS WITH CONTINUOUS 5 .1%5 4" PSL 5 4"x5 4" PSL FILLER BLOCK (SEE DETAIL) 0q of J— COLUMN UP in 0 COLUMN UP & DN I OR DOUBLE LVL'S 0 Q � O =— Q X j J ' o bi m 3 2„x3 2„ PSL N I I I o C3 �O o I COLUMN UP & DN —w U - (n LJ 3-1 311x9 1" _m N c_� c~n VERSA LAM 2.0 3100 "@ BEAM BELOW rn 3-2X10 BEAM 2.21 3-2X10 w w 5 a„x5 4,> PSL w w m m COLUMN UP & DN m m a 5 4„x5 4,> PSL — — — — - COLUMN UP & DN 0 0 0 0 X X X X 3-2X 10 P.T. BEAM 2-1 4"x 14 V-2X10 P.T. BEAM VERSA LAM 2.0 3100 P.T. OR 6X6 P.T.7 WEATHER PROTECTED 6X6 P.T. COLUMN DN COLUMN DN 2X8 ® 16" O.C. SPF-2 CEILING JOISTS OVER FRONT PORCH OR EQUAL ,,—STEEL BEAM (SEE FRAMING PLANS) 2X6 @ 16 Q.C. SPF-2 P.T. 2X8 @ 16" O.C. SPF-2 BALCONY JOISTS CEILING JOISTS OVER FRONT WALKABLE ROOF MEMBRANE ABOVE PORCH OR EQUAL OR EQUAL SECOND FLOOR FLAMING PLAN BOLTS 12" 1'- 1 /2" HOLE FOR 0 5/8" BOLT FULL WIDTH OF BEAM c COLUMN DIMENSION 6X6 P.T. COLUMN DN JOISTS OR BEAM (SEE FRAMING I 3-2X 10 t 1 5 4"x5 4" PSL COLUMN DN U Q I( O 4-1 4 3„ x9 4 >, Of 0 w 5 4"x5 4" PSL ,., ,,> 5 x5 PSL VERSA LAM 2.0 3100 N I 0 0 COLUMN DN COLUMN UP & DN OR EQUAL I c~n Q_�Q cq0 �U) -- A.15 I 6 ui cn � oBEAM J © I Dry .< O 0�0 5x5aPSL 4 OO 0O `°o000 O a COLUMN UP �( w _0 cn � ax�m Q I flUW ®LJ I my o w a 0 0 I 4 � m Q o o' u') LOAD -BEARING I ao <c � I 0 O Q 2X6 WALL NI rn Q w o I T� O o Li m ' U)m m o 5 I 4„x5 41" PSL N w >'�� COLUMN UP & DN 5 4"x5 4" PSL- COLUMN UP & DN I Q1 i� — — — e LiI LOAD -BEARING I Y LOADS FROM 2X6 WALL o BEAM A. ( - 5 4"x5 4" PSL Q DEAD=2,372 Ib N COLUMN DN o LIVE=7,399 Ib I Ln NI N o w m f I ao o o Q I 5 4„x5 4„ PSL COLUMN UP 5 4„x5 4„ PSL COLUMN UP & DN STEEL BEAM W 10X33 (F,50ksi) O BEAM A.14 3 1"x3 "" PSL � 2 2 COLUMN UP & DN 5 4 x5 4 PSL �\ o j COLUMN UP & DN cy �p W ©o 00 cl) �L 00 oof Lo O v 5 4"x5 4" PSL m COLUMN UP & DN 0 0) X 3 z"x3 2" PSL COLUMN UP & DN `TELL BEAM (SEE ING PLANS) O t BEAM A.19 Lwd w `` STEEL BEAM W 1 OX22 (F,=Soksi) O ' 5 1"x5 �> PSL 4 4 U O m Q X N W m d COLUMN UP I "� - _lei O I r� 5 4„x5 4» PSL w I ( °' o XN COLUMN UP & DN Li I f- _j Q j I q oo Q LOAD -BEARING 4„ 5 x5 4» PSL - J w .. f w - 2X6 WALL COLUMN DN cn LL_I�— (~j) U) Lil WJ � W O U ODWM m 0<0 5 4"x5 4" PSL � O U) I COLUMN UP & DN w z ti.0 0 g F-trDm 0 LmF-0 _O000�� 2� LOAD -BEARING T O m I rn - 2X6 WALL 5 4"x5 4" PSL t STEEL BEAM W 1OX19 (F,50ksi) COLUMN DN 5 4"x5 4PSL — " COLUMN DN BEAM A.13 1 o 5 "x5 4" PSL 5 5 4" PSL OLUMN N I UP COL N UP t 3-1 4„x9 4,> I VERSA LAM 2.0 3100 BEAM BELOW 3-2X10 BEAM A. 16 3-2X10 5"x5 �" PSL I I I I I o Q f 5 4"x5 4" PSL COLUMN DN COLUMN DN !(ALIGN WITH { COLUMN BELOW) CANTILEVERED ATTIC BALCONY AIIC ® 16" O.C. I SPF-2 I ATTIC FLOOR JOISTS OR EQUAL CONTINUOUS FILLER BLOCKS BOLTED THROUGH 2X10 ® 16" O.C. SPF-2 ROOF RAFTERS OVER FRONT PORCH OR EQUAL A T TIC FRAMING PLAN TYPICAL BEAM/JOIST STEEL BEAM CONNECTION SCALE: NTS NOTES: 1. CONNECTIONS MUST BE SELECTED TO SUPPORT ONE—HALF OF THE TOTAL UNIFORM LOAD CAPACITY SHOWN IN THE ALLOWABLE UNIFORM TOTAL LOADS TABLES, FOR THE GIVEN BEAM, SPAN AND GRADE OF STEEL SPECIFIED, THE EFFECTS OF ANY CONCENTRATED LOADS MUST BE TAKEN INTO ACCOUNT. 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR STEEL CONNECTION. NUMBER AND DIAMETER OF CONNECTING ANGLE AND BOLTS ARE PER SHOP DRAWINGS. FIELD WELDING IS ALLOWED DURING INSTALLATION FOR TEMPORARY SUPPORT ONLY. —STEEL BEAM (SEE FRAMING PLANS) f/--STEEL PLATE TO CONNECT BEAM STEEL BEAM (SEE BOLTS FRAMING PLANS) STEEL BEAM// STEEL BEAM TYPICAL CONNECTION DETAIL SCALE: "N73. CONTINUOUS FILLER BLOCKS BOLTED THROUGH TYPICAL ATTACHMENT OF WOOD BEAM/JOIST TO STEEL BEAM SCALE. NTS STEEL BEAM 5 4"x5 4" PSL COLUMN UP & DN 3 z"x3 2" PSL COLUMN UP & DN HIM U o< �w 0 00V) U) V) 00 O0 O tn O J u- m U rn << IF COLUMNS DIMENSIONS ARE NOT SPECIFIED, THE TERM "COLUMN DN/UP" MEANS MINIMUM 3 STUDS GLUED AND NAILED TOGETHER. ALL COLUMNS MUST BE CONTINUED TO THE FOUNDATION OR BASEMENT LEVEL COLUMNS WHETHER SHOWN OR NOT ON PLANS. STEEL BEAM f PSL COLUMN TYPICAL CONNECTION DETAIL SCALE: NTS.