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i1i:ji <br /> Ii.:e.:�'`:r✓ {mE 0 V� ,_,e ` o^ 2 <br /> • APR 3 0 2024 LI ��rs . <br /> 'Au-4lr 4_4872 2�'y?44/ <br /> 36"MINIMUM HIGH GUARD `' o�Fss onA�E�G <br /> EXISTING HOUSE WITH INTERMEDIATE RAILS _ CITY OF EVERETT ERETT 3/20/2024 <br /> / SPACED SO THAT A SPHERE 4" C�ermit Services <br /> IN DIAMETER CANNOT PASS THROUGH DECK ATTACHMENT FOR LATERAL LOADDSS <br /> \ EXISTING BUILDING <br /> SHEATHING <br /> SIDING <br /> r <br /> `FLASHING FLASHING FOR <br /> O <br /> /// �DEGKING WATER TIGHTNESS N <br /> OD <br /> titi .- <br /> DECK 0) <br /> z <br /> - - \ - - - *- - APPROVED Q <br /> r i�I�II JOST HANGER <br /> BEAM Z 1 �� � 2X LEDGER WITH FASTENERS '•^• 43 <br /> ilia ' IN ACCORDANCE WITH TABLE R501.2 V/ <br /> 0 SIMPSON HI, SIMPSON AC6Z, FLOOR JOIST HOLD-DOWN <br /> .ter <br /> 1 d TYP JOIST TO BEAM TYP BEAM TO POST �� HOLD-DOWN DEVICE MIN 150 LB.CAPACITY W <br /> z II AT 4 LOCATIONS,EVENLY DISTRIBUTED A� <br /> Q ALONG DECK AND ONE WITHIN 24"OF EACH L Y W <br /> W V Q Y Q END OF THE LEDGER.HOLD-DOWN DEVICES ^^,, (I�^ Q w� <br /> F SHALL FULLY ENGAGE DECK JOIST PER W I / Q <br /> Q wm HOLD-DOWN MANUFACTURER. <br /> rot,-, Oc4 La` con <br /> ,1q W 0 A FULLY THREADED Y.' LL M II w-p z U m DIAMETER LAG SCREW <br /> m Ii"'W zz PREDRILLED W/MIN 3" M / <br /> 73 <br /> w w w 6X6 POST— PENETRATION TO CENTER OF V <br /> w'� w�" TOP PLATE,STUDS,OR HEADER W C N W L <br /> WO M <br /> ww.w ,^ <br /> a wOuO, '� M <br /> a iz�zE �II�` O W <br /> i 0 � .. a <br /> POST HANGER ���`�' -'4/1 <br /> 0/TY .nP <br /> ► F€ 1vER ; <br /> FINISHED GRADE WE C1?Si/ "ire p <br /> FLOOR PLAN \ \ �✓ 3 7d 4a <br /> d <br /> SCALE: i4, _ I <br /> LAG SCREW OR BOLT C 73 <br /> STAGGER FASTENERS IN 2 ROWS O13 <br /> ti—� 4" 4" 1 „ FTG .47° C C <br /> EXISTING HOUSE 2 X2 X 8 p p 0 <br /> #4012' O.G., E.W., E <br /> i2X10 LEDGER BOARD CENTERED i C <br /> \ E. o <br /> ' m,. p +a <br /> # { nr ^ eamo <br /> LEDGER C Q. (n <br /> moriUIM EDGE DISTANCE FOR •DISTANCE CAN BE REDUCED TO <br /> SPECIALIZED SCREWS.SEE 4$'IF LAG SCREWS ARE USED /�� �/� <br /> MANUFACTURER S TEGlNGAL OR IF BOLT SPACING IS F E r \ F'/ <br /> BULLETNI REryrp TO THAT OF LAG E_ <br /> SCREWS TO ATTACH 218 S:- x A\ <br /> LEDGERS TO 2X8 BAND JOISTS 8 4,' V) V) V) <br /> 0) 0) 0) <br /> 0 0 0 <br /> CENTER TO CENTER POST SPACING a a a <br /> (6 PANEL)'12" ±3/s" <br /> 2'SQ PRESSED NOTES: <br /> WX19GA PICKET /`I"X11GA RAIL DOME CAP <br /> '� r sr , ` / FASTENERS FOR PRESERVATIVE-TREATED AND V <br /> 2X18 P.T. Cd12" O.G. 'v I / I FIRE-RETARDANT-TREATED WOOD SHALL BE OF V/ <br /> N HOT-DIPPED ZINC-COATED GALVANILty STEEL, 0 C <br /> = STAINLESS STEEL,SILICON BRONZE OR COATING 2 Ye <br /> A) H' WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE <br /> 4-= Z IN ACCORDANCE WITH ASTM AI53.R311.3 �/ V 0 <br /> - 'GUARDS. 0 N v) <br /> I V i- 'n 'n WHERE THE ADJACENT SURFACE OR GRADE I5 30" 73 W <br /> 46 V O V OR MORE BELOW GUARD(S)A 36"IN HEIGHT SHALL W CI <br /> RESIST A CONCENTRATED LOAD OF 200 POUNDS V <br /> 0-6."/ 1• 3'-0' / 0Y-6" Q IN ANY DIRECTION AT THE TOP.INFILL ELEMENTS a <br /> in Q SHALL RESIST A HORIZONTAL LOAD OF 50 POUNDS > f01 • T <br /> _ __ OVER A ONE SQUARE FOOT AREA AND BE 0 0A�) l <br /> }_ ___ YDK\ SPACED TO NOT ALLOW THE PASSAGE OF A 4" Q W <br /> m NJ TE <br /> 6X6 POST \ \ I I SPHERE.R301.5/12312 0 t C <br /> I - ♦ �`� �� \ STAIR RISERS SHALL BE 1 3/4'MAX.TREAD DEPTH V y <br /> 31/" SHALL BE 10"MIN. RISER HEIGHT AND TREAD W 'p <br /> v <br /> 5.b"X12" GLIB/ 2X10 RIM JOIST m / / DEPTH MUST NOT VARY BY MORE THAN W.R3II.1.5 • <br /> 6X6 POST J <br /> (24F-V4) I4'-0" rn \- <br /> 4"SQ POST BASE COVER(2PGS) OPEN RISERS TO RESTRICT PASSAGE OF 4" <br /> / SPHERE. 12311.1.5.1 0 <br /> I <br /> FRAMING PLAN <br /> SCALE, 14" - I' <br /> Page 2/3 <br />