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UJ <br /> -) <br /> _ <br /> E 0 <br /> 0E W <br /> 00 co <br /> GENERAL NOTES az <br /> ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 o.).z C <br /> INTERNATIONAL RESIDENTIAL CODE, 2015 cbW <br /> INTERNATIONAL BUILDING CODE, AND THE 2015 3 p <br /> WASHINGTON STATE ENERGY CODE. '1 <br /> m <br /> FASTENERS INTO OR IN CONTACT WITH PRESSURE <br /> TREATED OR FIRE RETARDANT TREATED WOOD 4 EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) Z <br /> SHALL BE OF HOT-DIPPED GALVANIZED STEEL, EXTENT OF HEADER WITH SINGLE PORTAL FRAME 0 <br /> STAINLESS STEEL, SILICON BRONZE OR COPPER. (ONE BRACED WALL PANEL) <br /> EXCEPTION: 1/2 INCH DIAMETER OR GREATER CO <br /> STEEL BOLTS. 2'-18' FINISHED WIDTH OF OPENING FASTEN KING STUD <br /> 4 FOR SINGLE OR DOUBLE PORTAL w" TO HEADER WITH 6 u„ <br /> DESIGN CRITERIA ° ° ° . J 0 ° 16D SINKERS Q <br /> 4 °°° ° 7 f TENSION STRAP PER0 <br /> PONY WALL 01 I I TABLE R602.10.6.4(ON • 0 <br /> HEIGHT 0 OPPOSITE SIDE OF • <br /> ° J W <br /> ROOF LIVE LOAD 25 - ROOF DEAD LOAD 15 ° SHEATHING) 0 Q C <br /> FLOOR LIVE LOAD 40 - FLOOR DEAD LOAD 10 + o a o _ ;, I ° ° ° o° G <br /> DECK LIVE LOAD 60 - DECK DEAD LOAD 10 0° 0 0 0 MIN.3'x11 NET HEADER STEEL HEADER PROHIBITED '' • o 0 0 0 0E W 0 <br /> :1: ° 0 ° IF'A"SPACER IS USED. PLACE ON BACK-SIDE OF HEADER: .0°0°0°0.0 W <br /> WIND SPEED BASIC/ ULTIMATE 85/ 110 ~ °�° "''' M I IF NEEDED,PANELi <br /> °° FASTEN SHEATHING TO HEADER WITH 8D SPLICE EDGES SHALL •0 I�� <br /> 0 0• OCCUR OVER AND BE 0 FASTEN TOP <br /> SEISMIC CAT. D D °hI I°• COMMON OR GALVANIZED BOX NAILS IN 3"GRID I NAILED TO COMMON •°I 00 PLATE TO <br /> J 00 PATTERN AS SHOWN • BLOCKING WITHIN THE (°°1O HEADER WITH <br /> MIDDLE <br /> F THE TWO LU <br /> 010 I�0 R60HEA210.6.4ER 0JACK-STUD STRAP PER 0N BOTH SIDES OPENING E� I PORTAL--LEGOHEIGHT. 010°1 „ ROWS OF 16D C� <br /> J I 00 00 ONE ROW OF 3"O.C. °° (0 SI O.C.NAILS AT <br /> Q 0 °p °�° OPPOSITE SIDE OF SHEATHING NAILING IS REQUIRED Q <br /> OF = :FI I:I I I IN EACH PANEL EDGE. I - Q <br /> k on ,'—.MIN DOUBLE 2x4 FRAMING COVERED WITH MIN. I'° MIN '/s"WOOD (' <br /> :I I1°I 3/a"THICK WOOD STRUCTURAL PANEL SHEATHING I I TYPICAL PORTAL •y: : STRUCTURAL <br /> N ID <br /> N6 00 00 WITH 8D COMMON OR GALVANIZED BOX NAILS AT FRAME CONSTRUCTION 00 00 PANEL <br /> 00 3"O.C.IN ALL FRAMING(STUDS,BLOCKING,AND 0 100 SHEATHING W <br /> r , SILLS)TYP. Ci 00 I <br /> MIN.DOUBLE 2x4 POST W (.) <br /> • MIN.LENGTH OF PANEL PER TABLE R602.10.5 (KING AND JACK STUD). '• J <br /> NUMBER OF JACK STUDS •' <br /> Ce 1— <br /> •• PER TABLES R602.7(1)& <br /> .. .. MIN.(2)3500 LB STRAP-TYPE HOLD-DOWNS .. (2) W W <br /> •• (EMBEDDED INTO CONCRETE AND NAILED INTO .. CO.. Q <br /> •• FRAMING) .. .. W <br /> O <br /> - MIN.REINFORCING OF FOUNDATION,ONE#4 BAR •• •' N <br /> ..°:•:C28. TOP AND BOTTOM OF FOOTING.LAP BARS 15" "' MIN.1000 LB.HOLD-DOWN ..R: $o <br /> r? <br /> •� - MIN. DEVICE(EMBEDDED INTO 0 X <br /> CONCRETE AND NAILED <br /> `- :',[ 7r�,•:-',.n.-77:,-Zr -.-;:__ti-, --- z+-r:-''c. _ r INTO FRAMING). N <br /> G:,-.77'71 -,0 LL <br /> MIN.FOOTING SIZE UNDER OPENING IS 12"x12".ATURNED- L W <br /> DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS. J O <br /> MIN.(1)5/a"DIAMETER ANCHOR BOLT INSTALLED PER 5 IY <br /> SECTION R403.1.6-WITH 2"x 2"x'/l6"PLATE WASHER m Q. <br /> FRONT ELEVATION SECTION <br /> DATE: <br /> 1 inch = 25.4 mn1, 1 foot = 304.8 mm. 7/28/2018 <br /> FIGURE R602.10.6.2 <br /> METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS EHD JOB: <br /> 2186 <br /> SHEET: <br /> CITY OF EVERETT <br /> REVIEWED FOR PERMIT 6 <br /> I <br />