3333 NASSAU ST 2024-08-07 - Laserfiche WebLink

2x6 EXTERIOR WALL 2x6 GARAGE WALL 2x6 PT PLATE _ ~ SEE DETAIL 3/S6 SW SHEATHING AND 2x8 Pi PLATE W i o NAILING PER PLAN 2x6 EXTERIOR WALLs^ 2x6 PT PLATE 2x6 PT PLATE � , W/%"0 A. BOLi PER SCHEDULE � € W//6 A. BOLT PER SCHEDULE s•• SHEARWALL SHEATHING ? W WASHER PER S1 F SHEARWALL SHEATHING W/WASHER PER 51 W/ 0 A.BOLT PER SCHEDULE W/%"A A.BOLT PER SCHEDULE � / �w W WASHER PER S1 AND NAILING PER PLAN W WASHER PER S1 < 2)j4H AT TOP AND AND NAILING PER PLAN MASAP ANCHORS AT A.BOLT / / ( m w SPACING ARE ACCEPTABLE MASAP ANCHORS AT A.BOLT MASAP ANCHORS AT A.BOLT 2x FURRING WALL AT 18"O.0 g a STEM WALL Si0P5 x i< SPACING ARE ACCEPTABLE SPACING ARE ACCEPTABLE j4V AT 6"O.C. PER ARCH x r �� - IN o o w W/RETURN WALLS m g FURRING WA PER ARCH SLAB PER PLAN SLAB PER PLAN ARAGE SLAB PH AT 78"O.C. %" C. #4H AT 18"O.C. - oo z AT FRONT OF GARAGE o -} SLOPE TO DOOR EA FACE FLOOR h k FLOOR o o EA FACE ITS HGR FLOOR J. z a 8 N o ---- --------------_' • • ° ' #SV AT 9"O.C. y5V T 9"0 C '177 �r 0 0 a r- ---- a i\.� \S ii>,Y W/90'HOOK OR W/Ago-HOOK r--- i.•,�,i.r�. Vii. y i � ° �.�• �i��,i�9;'ii..r ni.iKi�n�j��i �O� �ia ��.'"•�� INTO KEY Ed INTO KEYan 6 TITEN (2)#4H AT TOP AND z i (2)//4 AT TOP ROTATE AS NEC. ROTATE AS NEC. A7 1 C. Y (2)#4H AT TOP AND AND AT 18"O.C. z AT 18"O.C. AT 18"O.C. #4V AT18"O.C. W/90'HOOKS U 4V AT 18"O.C. a�g W/90'HOOKS ', - CENTERED IN WALL i' '.o < CENTERED IN WALL t!4<� is -- - -=-�=° -= --- — F f ~ ..i�ij,�, aTT i,i,.- 6° 6" /6" (2)#4 EA WAY �� i a v �� ° Y� FTG DRAIN 5" 8" 5" 2)//4 LONG. #4 A7 12"O.C. TRANS "' LONGITUDINAL �� ° 2'-1° w € m 1% –p" 5'-0" d FOOTING SECTION (T� FOOTING SECTION FOOTING SECTION 4 FOOTING S CTION 5 FOOTING SECTION Z S5 SCALE 3/4"=1'-0" S5 SCALE 3/4"=1'-0" S5 SCALE 3/4"=1'-0" S5 SCALE 3/4"=1'-O" S5 SCALE 3/4"= 1'- W w 2x6 EXTERIOR WALL a z � T 2x INTERIOR �/LO✓/p� /7�/T////yUd 1 /fax CL�/A/�4f/C (/f/Dv2 ; �` N g 2x6 PT PLATE BRG WALL SHEARWALL SHEATHING W/%"0 A. BOLT PER SCHEDULE 16d AT 6"O.C. W/SILK AT 4' /� -0 O.C. �j�p/L /D/Slr 7o s . O/L PQO✓j�� o o m N m AND NAILING PER PLAN m m LL m m W/WASHER PER S1 i, BRG WALL LSSv /LF�Q7dJ GC��2 �Slaxy _m WHERE OCCURS MASAP ANCHORS AT A.BOLT 10d AT 6"O.C. 2x PT PLATE /�w ✓( WHERE OCCURS W/%"A.BOLT AT 48"O.C. SPACING ARE ACCEPTABLE � 16d TN AT 6"O.C.-\ it FLOOR 1Ya"LSL BLKG (2)#4H AT TOP AND (2)#4H AT TOP AND AT 18"O.C. 4x10 BEAM AT 18"O.C. \ 5'-0"MAX SPAN `�g 2x6x1'-0"EA SIDE may` %w W/(4)10d EA END 4x6 POST x s g W/A35 EA SIDE s • o J0 Ai 18"O.C. _ 2x4 P7 PLATE o #4V AT 18"O.C. W/90'HOOKS _ _ m W/90'HOOKS - CENTERED IN WALL " AT 5e-0 A. LT CENTERED IN WALL —_ ro BACK FTG i ° FTG DRAIN 5" 8" 5" 2)#4 LONG. rn'r'"' Yui i T (IF OCCURS) 5" 8" 5" (2)$4 LONG. #4 AT 12"O.C. TRANS I #4 AT 12"O.C. TRANS MID-DEPTH M FOOTING SECTION FOOTING SECTION FOOTING SECTION �P� WAS,, h•,NCC�j S5 SCALE 3/4"= i'-O" S5 SCALE 3/4"= 1'-0" S5 SCALE 3/4"=1'-0" P r ADDITIONAL iq sr �e Q 3 /f4Hx6'-0" MATCH FTG REINF P��T�AEN� ,/A/i/i, AT 12"O.C. \//\\/�' TYP FTG REINF SSTONAL 6N /�/`i W/48 BAR DIA.LAP \%i\%i\%\�%i\%�\\��\%�\�/�\%i�\%�\%\�%ice • %j\%j \/ _ HORIZ EINF >Q J PER 6 OR 16/55 a ��\\/� Q f LL PROVIDE 90'HOOK__ OOK °/0// c i��Q� �� >\\ w AT EA HORIZ.BAR •a° \//\\/�` i'�\'�"�` — W W /K a J 2 MAX Q Q LL / TYP FTG RE.-F 70° _ I I (n W rK i3 ADDITIONAL REINFORCING DETAIL 74CORNER REINFORCING DETAIL 15 TYPICAL STEP FOOTING DETAIL cn zLi S5 SCALE 3/4"=1'-0" S5 SCALE 3/4"= 1'-O" S5 SCALE 3/4"= 1'-0" w DOUBLE APA PORTAL FRAME PER PLAN 2x6 BLKG TIS HEADER TIGHT TO COIL STRAP PER PLAN Z W I� MSi HOEDOWN (3)STUDS END OF BEHIND STRAP ROUGH OPENING OR TOP AND BTM WINDOW 0 J . . HEADER PER PLAN 'i SHEAR WALL I. ii i; AT CORNER PER TABLE PLATES SIMILAR i0 LOCATE lY"FROM ROUGH PER PLAN AND 19/58 BTM SILL PLATES OPENING Q LSTA24 STRAP •� FLO_OR_� ATTACH STHO TO USE PANEL EDGE DOUBLE HOLDOWN STUDS (2)ROWS i6d ON BACKSIDE Y NNER(2)STUDS NAILING AT HD STUDS BOTH FLOORS AT 3"O.C. 3fs"SHEATHING AT CORNER LOCATION BOTH FLOORS z W/8d AT 3"O.C. INSTALL STHD OVER (2)TRIMMER i0 EA MEMBER AND¢ SHEATHING(NOT SHOWN) WHERE MST TOCCURS PER PLAN STUDS INTO HEADER .. .. (2) TRIMMER o MATCHING is PLACE OVER SHEATHING KING STUD ::: ;; CONSTRUC710JP¢ a °°° RIM JOIST MNEND AP SILL D TABLE cLI ARCH. STUDIO STUDS . ¢ .r APPLICATION STRAP BLKG HDU4 EA SIDE 3 LSTHD HOLDOWN PER PLAN IS SIMILAR - - FLOOR LENGTH EA END PLATE DESIGNED BY: �. ° (2)2x4 FLAT BLKG (2)2x BLOCKS ... z AND DETAIL 18/S8 ° CS16 14' it 10d 1 2x 2 2x 1Y"FROM EDGE o IN FLOOR SPACE KW AT PANEL SPLICE a FOR PONY WALLS OVER CMSTCI6 25" (29) 16d(2)2x (3)2x PANEL EN INTO BALANCE PER 19/57 BRAwN BY: (IF NEEDED) . "' MUST OCCUR DBL 2x PLATE = 3'-0"TALL WITHIN 24"OF W/WO A. BOLT USE PHD6 HOLDOWN CHECKED CMSii4 30 33 16d 2 2x 3 Zx FULL LENGTH KIN TF JH STUD EA SIDE OPENING c BY: MID-HEIGHT W/ :: W/Y"x3"SO WASHER e FOR PONY WALLS UNDER i ii 76d AT 3"O.C. a ° a 3'-0"TALL BTM SILL P W/1'-0"EMBED �� • %"0 BOLT ATTACH STHD TO FORM W/STRAPMA7E-TO PER TABLELATE DATE: _ MARCH 16, 2018 < AND Y"0"SO WASHER ENSURE PROPER PLACEMENT E'IT SHEET NUMBER: CONC STEM WALL REVIEWED FOR PERMIT �s DOUBLE APA PORTAL FRAME HOLDOWN AT PONY WALL DETAIN LSTHD HOLDOWN DEATIL 09TYPICAL MST STRAP HOLDOWN 20 TYPICAL SHEARWALL OPENING S5 S5 SCALE 3/4"= i'-0" S5 SCALE 3/4"=1'-0" S5 SCALE 3/4"=1'-0" S5 SCALE 3/4"=1'-0" S5 SCALE 3/4"=1'-0"