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f - <br /> 19-128 <br /> DRAWN BY: GS <br /> REVIEWED BY: GS <br /> m <br /> L,J o <br /> F- N <br /> < \ <br /> / EXTENT OF HEADER / EXTENT OF HEADER A <br /> T/PARAPET <br /> In //V/ <br /> + + + + T/PARAPET <br /> + + + + try <br /> + +� � s + + � M0 ZVELT <br /> ZOw + + >•_ 2 <br /> I ow zI =0_ v= + + 07,0 _ — \ ENGINEERING DESIGN PLLC <br /> sr + + + <br /> + + + + + + + + + + + \ 2 <br /> + + + + + + ' + + + + + + 'd <br /> N <br /> STRUCTURAL ENGINEERING <br /> + + + + + + + + + + + • <br /> + + + + + + + + + + + I I I ILc I ) 1111 <br /> + + \ HEADER PER PLAN. HEADER TO BE LOCATED + + ++ <br /> AT TOP OF OPENING • HEADER PER PLAN. HEADER TO BE LOCATED <br /> 66I9I32NDAVENE,#I26 <br /> ++ + + + ++ AT TOP OF OPENING =-� <br /> KIRKLAND,WA 98033 <br /> + + + + + ++ d- <br /> • N Zvelt.Eng@outlook.com <br /> + + + + ++ FASTEN TOP PLATE TO HEADER WITH TWO ROWS <br /> + + + ++ OF 16d SINKERS 3 "x0.148" NAILS @ 3" O.C. — <br /> r <br /> + FASTEN i" MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING + ++ <br /> + + + + + ++ SIMPSON MSTA49 STRAP OPPOSITE SHEATHING AS <br /> TO HEADER WITH 2 x0.131 COMMON NAILS IN 4 GRID PATTERN ZELA <br /> o _ ++ + + ++ ++ o F- SHOWN. INSTALL PER MANUFACTURER SPECIFICATIONS �� was Srf <br /> 1 = AS SHOWN AND 4" O.C. IN ALL FRAMING (STUDS & SILL) TYP 1 = Q of ti <br /> LLI •• + + + + + ++ N C� 4/ if <br /> 11 =_..1 _ JACK STUD 41t:,,, z <br /> I I <br /> w o o + . + + IF PANEL SPLICE IS NEEDED, IT SHALL OCCUR + + ++ w - w p� ,� szis4 09 � <br /> ,� o I = ++ + + WITHIN 24" OF MID-HEIGHT & BLOCKING IS REQ D. + + ++ _ o w KING STUD ��'ZONAL <br /> V�� <br /> Q F- IF 2x BLOCKING IS USED, IT MUST BE STITCH x o O = <br /> o ++ + + NAILED WITH ONE ROW OF 3 "x0.148" SINKERS + + ++ M ~ II o BLOCKING AS REQ'D EXPIRES: 07-07-20 <br /> (-) O AT 4 O.C. <br /> W F- + + CD O <br /> + + + + + + + ++ W F- <br /> J F- + + + + + ++ J0 <br /> Q Q <br /> + + + MIN. WIDTH BASED ON 6:1 HEIGHT-TO-WIDTH RATIO (EX. 16" + + ++ PROJECT NAME: <br /> + + + + + ++ <br /> MIN. FOR 8 HEIGHT, 20" MIN. FOR 10' HEIGHT, ETC <br /> +/ „ + + ,-)„ + + ++ 16" MIN 6'-0" < FINISHED WIDTH < 18'-0" <br /> fit 16 MIN. + + 6 -0 < FINISHED WIDTH < 18 0 /+ + ++ / / / <br /> ++ + + MIN. (2) 2x4 + + ++ 7 DBL JACK STUD MIN. ZO <br /> ++ + + + + ++ P <br /> MIN. 2"x2"x " ++ + STHDxx STRAP INSTALLED PER MANUFACTURER + + ++ A <br /> R WASHER ++ + + SPECIFICATIONS PER PLAN + + ++ MIN. 2"x2"x o <br /> -3' <br /> 0 00 <br /> 4D o� R WASHER v <br /> •a+ + � 11� <br /> ONE 8" DIA ANCHOR BOLT\L„.07,42 + + a o + I + t oAZ <br /> -�- (.) <br /> T/GONG PIER + r + -- + + —� -- -- -- �� -- Z <br /> PER PLAN �� �� } + ii + + -0 + + -- <br /> II + T/GONG PIER II O <br /> PER PLAN <br /> it • II .. �� <br /> • .9�4 c°1j • a ° iL• ° • . J) • Q 'd <br /> 47, T/SLAB a e z LI a <br /> T/SLAB <br /> d 4 <br /> . <br /> • <br /> d • • a • a 4., d. Q, d <br /> • <br /> 4 SHEET TITLE• ° c de aa . d • .. • :° (.1d' • d a 44 , • a a 4 •. a 4 d• •• • <br /> ' 4 4 • Q <br /> a 4 .L _• <br /> • <br /> d a ^ 4 °d d d ad° a • a d 4 4 d <br /> d. 4 a • 4 •d <br /> 4 .° . . Q• . <br /> • <br /> • <br /> • <br /> d d d • <br /> 4 d• •d._ a ad d ' 4 d. dd- a a <br /> d 4 <br /> PORTAL <br /> FRAME <br /> OUTSIDE ELEVATION INSIDE ELEVATION <br /> IBC 2015 <br /> SHEET NUMBER: <br /> S 5 <br /> CITY OF EVERETT <br /> REVIEWED FOR PERMIT <br /> S 5 <br /> GARAGE PORTAL SHEAR WALL <br />