215 110TH PL SE 2024-11-08 - Laserfiche WebLink

REFER TO THE PROPOSED ARCHITECTURAL DRAWINGS PROVIDED BY PELLETIER& n SCHAAR AND DATED 1-3-2023 FOR THE PROPOSED DESIGN AND DIMENSIONS.THIS I >_ ARCHITECTURAL DRAWING SET IS THE BASIS OF STRUCTURAL DESIGN.ENGINEER TO BE Q C�8R NOTIFIED OF ANY DESIGN CHANGES THAT AFFECT THE STRUCTURE FRAME(E.G. 112"CDX SHEATHING NAIL WITH 10d /NAIL PLY TO TRUSS ABOVE GARAGE Q of AS,O� Q FOUNDATION,EXTERIOR WALLS,INTERIOR BEARING WALLS,ROOF FRAMING,ETC.). AT 6"O.C.EDGE,12"O.C.FIELD INTERIOR WALL WITH 10d AT 6"O.C. o m < Z CONTACT THE ENGINEER IF CONFLICTS ARE FOUND BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND AS-BUILT STRUCTURE. 0 4, NOTE:REFER TO TRUSS ENGINEERING TO DETERMINE WHICH MEMBERS REQUIRE BRACING 37964 ROOF NOTES,UNLESS NOTED OTHERWISE: 2X6 @ 24"O.C. fSS/pNALaF-N�= d TRUSS LAYOUT TO BE PROVIDED BY TRUSS MANUFACTURER.CONTACT ENGINEER OF 6X6 POST BELOW EXISTING RAFTERS TRUSSES @ 24'D.C. RECORD IF THERE ARE ANY MAJOR DEVIATIONS OF GIRDER TRUSS(G.T.)LOCATIONS NEW TRUSSES @ 24"O.C. TO REMAIN 2X4 LATERAL BRACE FROM THIS PLAN(8'G.T.SETBACK ASSUMED) PER TRUSS MANUF. WITH(2)10d NAILS ROOF TO BE SHEATHED WITH 1/2"COX MIN.NAIL WITH 10d AT 6"O.C.EDGES,12"O.C. MITER BEAM OVER POST AND 5-1/2"X12"GLB HELD PER WEB(TYP.) IN THE FIELD SCREW BEAMS TOGETHER UP AS SHOWN TO 2X6 @ 24"O.C. 2X4 DIAGONAL BRACE ALL LOAD BEARING HEADERS TO BE 4X10 D.F.2 WITH(2)STUDS W/(6)1/4"X 6"SDS SCREWS EXISTING 2X6 @ 24"O.C. SUPPORT EXISTING EXISTING CEILING RED REDATFACHENDOF )STUDS END OF HEADERS AT GIRDER TRUSS BEARING LOCATIONS TO BE 6X10 D.F.1 WITH(3)STUDS CEILING JOISTS CEILING AND ROOF JOISTS TO REMAIN BRACE AND 10 FT INTERVALS Z Q H1 HURRICANE TIES REQUIRED AT EACH TRUSS p Z INTERIOR BEARING IS NOT PERMISSIBLE UNLESS THE INTERIOR WALL IS SIMPSON HL53Z TO TIE SPECIFICALLY DESIGNATED AS A BEARING WALL(B.W.) BEAM TO POST CONNECT BOTTOM CHORD 518"TYPE X D 0 TO DOUBLE TOP PLATE WITH W SIMPSON A35 @ 48"O.C. SHEATHE ONE SIDE OF GARAGE Of O ALTERNATIVE TO GLB: GLUED-LAMINATED BEAMS(GLB)ARE CALLED OUT ON THE 6X BEAM PER PLAN SIMPSON U26Z 1/2"SHEETROCK WALL WITH 15/32"PLY OR 7/16"OSB DRAWINGS,BUT IT IS ACCEPTABLE TO USE ANY ENGINEERED WOOD THAT HAS (TYP.) EXISTING GARAGE INTERIOR WALL CONT.UP TO TOP OF DOUBLE TOP MINIMUM MODULUS OF ELASTICITY E=2.OX1 O6 PSI,FOR INSTANCE LVL,LSL,PSL, HANGERS P. PLATE(I.E.PW SHEATHING) POSITIVE CONNECTION REO'D,A35 ANGLE OR BLOCKING ...OR EQUIVALENT PER OWNER SO LONG AS IT MEETS THE MINIMUM SIZE LISTED N BEAM LEGEND:BEAMS TO BE 4X8 D.F.2 WITH(1)JACK AND(1)KING n MITERED BEAM DETAIL n 5-1/2"X10- //2" GLB HELD UP � GARAGE INTERIOR WALL DETAIL M TRUSS BRACING DETAIL o STUD UNLESS NOTED OTHERWISE SCALE:3/4"=1'-O" TYPICAL SCALE:3/4"=V-0" AT WALL REMOVAL SCALE:3/4"=1'-O" TYPICAL SCALE:3/4"=1'-0" TYPICAL N TOP OF BEAM BELOW CEILING JOISTS/TRUSSES Z BEAM HELD UP INTO ROOF SYSTEM 0 NEW COVERED PORCH TO HAVE Of HIP-SET TRUSSES PER TRUSS MANUF. W EAVE SAVE MITERED POST TO BEAM (3)16d TOE NAILS AT EACH OVERFRAME NEW PARALLEL CHORD TRUSS OVERLAY -- CONNECTION PER DETAIL'J', TRUSS TO RAFTER BELOW @ 24"O.C.PER TRUSS MANUFACTURER W W of N 0 EXISTING HEADER EXISTING HEADER (17'-8')6X8 D.F.1 TYP.(2)LOCATIONS ON TOP OF EXISTING RAFTERS > i NEW GIRDER TRUSS PER TRUSS MANUF. m Y $ m m m u]Dim m w m �_ 7 EXISTING ROOF RIDGE O U }w m w /7f POST WRAP CONSISTS OF 2X4 STUD WALLS m W O m� O J w ■ I WITH PW SHEATHING AND STONE VENEER MONO-TRUSSES @ 24"O.C. N 0=D_ 0 0 W 0 C EXISTING 2X6 @ 24"O.C.RAFTERS o W LL ¢ SIMPSON HUCQ41OZ HANGER j � y�4 II II �� PER DETAIL'S'ON Si PER TRUSS MANUF. N W Z Y O W W w OR CJT4Z KNIFE PLATE w LL w VERIFY EX.HEADER IS 4X8 MIN.IF LESS THAN 4X8, EXISTING 2X6 @ 24"O.C. W N Z UL U m D_ H- / HANG TO(2)STUDS MIN. •m m, INSTALL NEW 4X10 D.F.2 OR CONTACT ENGINEER CEILING JOISTS 0 w W 0_ U O Q 0 0 Z OF RECORD FOR RETROFIT SOLUTION EAVE �__ 4 EAVE 5 A / EXISTING HEADER R - �- ® EX R6 ER EX.HEADER NEW EXTERIOR I HANG EXISTING CEILING I NEW BEAM HELD UP - ��-- JOISTS AND RAFTERS TO PER DETAIL'K' D: r ` -- - SHEAR WALL, GIRDER TRUSS WITH SIMP. 0&l \ CONNECTTRUSS LUS26Z AND LRU26Z(TYP.) EXISTING INTERIOR EXISTING EXTERIOREX.H DER ��' ` PER DETAIL'X' WALL TO BE REMOVED WALL TO REMAIN SIMPSON HUCQ410Z HANGER �_� 1 TRUSS TO GIRDER CONNECTION EXISTING EXTERIOR OR CJT4Z KNIFE PLATELUY HANG TO(2)STUDS MIN. PER TRUSS MANUF. WALL TO BE REMOVEDEXISTING 2X6 @ 24"O.C. j Y CEILING AND ROOF FRAMING(NO CHANGES) .z N GIRDER TRUSS FRAMING DETAILILL! / CIDi/�j� I ,Q I I AT KITCHEN / DINING 0 0 EXISTING 2X6 @ 24"O.C. 0 �� d K f CEILING AND ROOF FRAMING 'O N�/ y� HANG 5-1/2"X12"GLB TO SIDE OF (NO CHANGES) �=�CC MANUFACTURED TRUSSES @ BOUNDARY NAILING,SHEATHING TO =rn O GIRDER WITH SIMP.HUC610Z INSTALL NEW BEAM HELD W 24"O.C.PER TRUSS COMPANY U UP TO SUPPORT EXISTING F I� CEILING AND ROOF LOAD BLOCKING WITH 10d AT 6"O.C. 0 o z L K N - 2X4 D.F.2 TOP BLOCK. 01 SZ S2 EXISTING RIDGE(EDGE OF OVERLAY) TRUSS HEEL BLOCKING PER 1 CONNECT TO SIDE BLOCKS Z ? R7 R7 SECTION 1-1 RIGHT OR WITH(2)12d ENDS NAILS AND (7 g 00 0) O EXISTING BEARING WALL EX.HDR BEARING WALL (4'-8")4X8 D.F.2 B.W. (4'-8')4X8 D. .2_ PER TRUSS COMPANY TOE NAIL INTO TOP CHORD Z O ¢ L? Q H W N 2X4 SIDE BLOCKING - U U F Q Z - -- - - -A 2"GL _- - - B.W. S� nL _-- TO EACH TAIL W TIH CHORD WITH(2)10d BOTTOM w Q Z W W W yi r ---� z c� aaz SIMP.A35 @ 48"BOTTOM CHORD tip (2)16d SINKERS Lu Z CD OfW U w yj SIMPSON H1 @ 2X4 D.F2 BOTTOM BLOCK. Z of Z W (U' O J N __ OF TRUSS TO DEL TOP PLATE r > EACH TRUSS CONNECT TO DBL TOP r n W W z K C o G PER DETAIL'L' - RIDGE _ - - - `O61 w Bd NAILS @ 6"O.C. 1 PT�PLATE WITH 12d AT 6"O.C. v Z W =Z g rn PARALLEL CHORD TRUSS OVERLAY OASLLI m Z U ILL m X X = 1n @ 24"O.C.PER TRUSS MANUF. ------ Z (� 4 m � _ __ QLp I SHEATHING EXTENDS TO SECTION 1-1:TRUSS HEEL BLOCKING REMOVE EXISTING 2X8 K = - ON TOP OF EXISTING RAFTERS - - _ _ "t -- _ TOP OF DOUBLE TOP PLATE w } }w W y J W �'?O ROOF FRAMING THIS AREA�� ~ ---- �--- - } W W W J z J F GIRDER TO GIRDER - - - -� w CONNECTION PER HANG EXISTING RAFTER AND CEILING JOISTS= _ _ JJ Lu J J Of rn O O Q W R10 m �_ TRUSS MANUF. AND NEW TRUSSES TO BOTTOM CHORD OF �m ( V�TTUSS TO WALL CONNECTION J �U)� y1.NEW GIRDER TRUSS PER DETAIL'N' _ N m W I.:' GIRDER TRUSS = _ ' SCALE:3/4"=1'-0" TYPICAL Q O W-O O BEARING LOCATION GIRDER TRUSS TO WALL < �o> �p W PER DETAIL'P'(TYP.) ¢ 1D Q O�" -.� �g-__- _.____._- L m 2i 0°0�0 LL0.0 y�✓q y� GIRDER TR SS _ GIRDER TRUSS - NEW TRUSSES @ 24"O.C. I NEW TRUSSES @ 24"D.C.- PER 0 0 TRUSS MANUF. 6� PER TRUSS MANUF. _ _ (2)GIRDER TIEDOWN OPTIONS: O 1�t r II Sz IT IS ACCEPTABLE TO USE EITHER _ L: II 4X 2 D.F. T II -1 I II- (8'-3")4X8 D.F.2 II _ - LGT TIEDOWN OR SDWC SCREWS TRUSS PER TRUSS MANUFACTURER I�a OR 3-/2"X9"G 8 R3 I �� AT GIRDER TRUSS LOCATIONS. p_ OR 2 2X8 D.F.2_ �N GIRDER FASTENERS PER TABLE BELOW o°m a�Q - - � � GIRDER TRUSS [I GIRDER TRUSS PER X X GIRDER TIEDOWNS CAN BE _ TRUSS MANUFACTURER '��GIRDER INSTALLED ON THE OUTSIDE OF WALL ` ' CONNECT DOUBLE TOP PATE Do (OPPOSITE SHOWN HERE)IF THE (� cop EAVE m_ TO GIRDER TRUSS WITH(1) G ROOF OVERHANG IS AT LEAST 3-1/2" J - ZI SDWC15600 SCREW FOR EACH SIMPSON HUCQ61OZ HANGER PLY OF GIRDER TRUSS o ° Q GIRDER TRUSS J GIRDER TRUSS OR CJT4Z KNIFE PLATE w t�Q 6' IRS DOUBLE TOP PATE(TYP.)D HANG TO(4)STUDS MIN W . > -r 2'-9")4X8 .F2 R3 (8'-3")4X8 D. DOUBLE TOP PATE(TYP.) Q GIRDER TRUSS ti c OR(2)2X8 D.F.2 OR(2)2X8 D.F.2 _ SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN BEARING LOCATION iq = _ X X- GIRDER TRUSS TO BEAM - �I J - (TYPICAL FOR 3-PLY GIRDER TRUSS) 06 CONNECT STUDS TO DOUBLE TOP PATE ^ w SIMILAR DETAIL AT MINIMUM,MATCH STUDS WITH Z > WITH(1)SDWC75600 SCREW FOR EACH W W 14 7PLY OF GIRDER TRUSS Q QQ #OF GIRDER TRUSS PLIES.STUDS MUST C o°K W ��0- EAVE BE CENTERED BENEATH GIRDER (0 I ATA MINIMUM,MATCH#OF STUDS WITH LL �8'-8"4X8 Dk2 ® TYPICAL HEADERS HAVE STUD FASTENERS PER TABLE BELOW ® ( ) ( I • #OF GIRDER TRUSS PLIES.STUDS MUST r n LL U 0) �OR(2 2X8 D.F.2 - II POST WRAP CONSISTS OF 2X4 STUD (1)JACK,(1)KING MIN.U.N.O. BE CENTERED BENEATH GIRDER NOTE:THE DETAIL ABOVE DEPICTS(2)AN A GIRDER TRUSS WITH(3)PLIES. V (8'.3")4X$D.F.2 r r 1 WALLS WITH PW SHEATHING AND CONSTRUCT SIMILARLY FOR(2)AND(4)PLY GIRDER TRUSSES WITH C_Z J >Q 2' 7mOR(2)2X8 D.F.2 ` J I STONE VENEER PER DETAIL'B'ON S1 NOTE:THE DETAIL ABOVE DEPICTS A GIRDER TRUSS WITH(3)PLIES. TIED CONSTRUCT SIMILAR FOR GIRDER TRUSS BEARINGTIEDOWN BLE BEAM.BELOWT G O a -�m �- Lim m CONSTRUCT SIMILARLY FOR(2)AND(4)PLY GIRDER TRUSSES WITH }III 1 (16'-3")6X10 D.F.1 MITERED POST TO BEAM FASTENERS PER SDWC GIRDER TIEDOWN TABLE BELOW. LIST GIRDER TIEDOWN TABLE Q W 2 EAVE �I OR 5-1/2"X9"GLB CONNECTION PER DETAIL'S CONSTRUCT SIMILAR FOR GIRDER TRUSS BEARING ON BEAM. (#)PLIES TIEDOWN MODEL# STUD FASTENERS GIRDER FASTENERS 1- (2)2' LGT2 (14)16d SINKERS (16)16d SINKERS } LLI SIMPSON HUC061OZ HANGER (3) LGT3-SD52.5 (26)16d SINKERS (12)1/4"X2-1/2"sD5 W Z ROOF FRAMING PLAN O OR CJT4Z KNIFE PLATE LGT4-SD53 30)16d SINKERS 6)1/4"X3"SDS Z - LL) S2 HANGTQ(4,STUDSMIN. l r ) GIRDER TRUSS TIEDOWN � 2 N w SCALE: 1/4"= 1'-0" SCALE:N.T.S. TYPICAL S2 of 4 DRAWING TO BE PRINTED ON 24"X36"IN ORDER TO BE SCALE