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290 BEACH AVE REVISION 3RD LEVEL ❑ (7 � C7 C7 U' Q (EL 9 (9 C9 (9 C9 C7 C7 C7 (9 (9 M O O Q f O A ❑ U W F- F— ~ in GD m Z �Z 11, m E 0 Q! -•! U Z 0 g w a W Z o a u- a a U w w w 0 29 w > u7 _ �23 S3.03 ❑ w w w w w S3.02 8 S3.01 G- --- -- ui 4 c%> d ti c%) 06 o ----- --- - - - - ---- ----- - - - o o .- O t --—-- W Z CO N M � to S3.03 y - - - - - 7 (2)1.75"X14"2.0E G-P LAM LVL _____ S3.01 - - _ 5 (2)RAFTERS UNDER 28 - - - - - -- S3.01 DORMER WALL O 26 V - - - - - S3.03 W r , M V M I- Z w M _ _ -- -- - - -- - O D w LL 1 (2) 1.75"X11.25"2.0E G-P - 101 LAM LVL RIDGE BEAM 8 - —- - - - - - S3.03 z Q m S3.01 -- 'y1 _� W o Z 24 - S3.03 -- - - - - -- OD Q CL - - - - -- ROOF FRAMED WITH: O • 2X8 ROOF RAFTERS AT 16"O.C. • 2X10 HIP RIDGE BEAMS - • 2X10 COMMON RIDGE BEAMS, UNO. -- • 2X6 LEDGERS - - - - -— (2)RAFTERS UNDER DORMER WALL SEE CONVENTIONAL FRAMING NOTES 27 - - - - -— FOR FASTENING SPECIFICATIONS. 25 53.03 a o S3.03 �� .• 050 ' � - - - — � � a � -- - - -- 3: m (� 2C9 uio U CL Q 0 --._ _ - CL - - J ---.1 7r 23 V 52k3 _ THI D LEVEL ROOF PLAN Z 1/4 1 0 29 S3.03 LjL �.L O O ry VISION OD N FRAMING NOTES AND LEGEND SHEAR WALLS GENERAL NOTES o�E g6CJ c �� CD SIGNED TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE 1. FASTS TOP PLATES TOGETHER WITH(2)ROWS 10d AT 16"O.C. 5 m m to STUD MATERIAL: 2x No.2 SPF, UNO. TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC STAGGERED. MINIMUM 24"LAP WITH (12) 10d IN LAP.FASTEN TO STUD p 00 THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED WITH S H AT 32"O.C. V LL U- HEADERS: BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, a) ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, ARE NOTED ON THE PLAN. 2. WHERESHEATHING IS SPECIFIED, SEE SHEATHING NOTES ON COVER PAGE FOR FASTENING. � UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X .�/ `� M 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO SW -#/S# SHEARWALL LOCATION u CO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE SEE DETAILS FOR FASTENERS 3. ALL HU RICANS CLIPS ARE SIMPSON STRONGTIE.REFER TO STRONGTIE CATALOGUE C-2015 CATALOGUE FOR TYPE AND NUMBER OF NAILS. lxu THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. aa) m m HEADER NOTATION IS: Q m c SHEET NUMBER c N co Y N UIt ca 0 M O NUMBER OF PLIES IN HEADER DETAIL NUMBER NUMBER OF KING STUDS SHEAR WALL DESIGNATION (2),M,21 x6,2:� VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF O STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS.FASTEN BEAM TO NUMBER OF CRIPPLE STUDS STUD GROUP WITH(2)MSTA24. FASTEN STUD GROUP TO FOOTING SIZE OF DIMENSIONAL LUMBER WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS1 °•• 9 $•° 10 WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. �mZ PORCH/GLULAM BEAM PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST *` B WITH(2)MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d �: NAILS IN ALL HOLES. INTERIOR BEARING WALL •�' C LEDGER •x6 FASTEN T O EACH STUD/TRUSS VERTICAL WITH(3) 1/4"X4"WOOD .0% 1-STORY THREADED ROD O SCREWSfill of ® FASTEN TO BAND BOARD WITH(3)ROWS OF 1/4"X4"WOOD ( �0�6 Sh No. SCREWS AT 16"O.C. ® 2-STORY THREADED ROD OSHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16"OSB D FASTENED WITH 8d COMMON NAILS AT 6"O.C.ON EDGE, 12"O.C. IN INDICATES GLAZING CLASSIFIED AS END ZONE. FIELD. S2 , 04 EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF BEAM/GIRDER TO HEADER WITH(2)HTS20,ALL HOLES FILLED WITH _J_ STRUCTURE WILL BE CLASSIFIED AS INTERIOR i ZONE.SEE"COMPONENT AND CLADDING DESIGN O 10d NAILS. PRESSURES,"ON COVER SHEET. 7 OF 11