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.. <br /> h'''i <br /> HAREZLAK <br /> ENGINEERING <br /> HAREZLAK ENGINEERING 0 O O <br /> 11745 87th Ave.S. <br /> Seattle,WA 98178 <br /> 52'-0" PH:360.224.0627 <br /> / 29'- 22-q" / E:phil@harezlakengineering.com <br /> / <br /> I CONSULTANT STAMP: <br /> PER-MFR.ALUMINUM ROOF FRAMING PER SHEATHING AND Q HgRf <br /> CANOPY BY OTHERS. 12/S4 3 PLAN NOTE 7 NAILING PER PLAN ,,oc WAsy,,,, <br /> SEE DETAILS 6&7/S4.3 NOTE 6 r <br /> I <br /> 3Y2x11%LSL I TA DRAWN ��F fc 5 Ear°��,� <br /> FLOOR FRAMING PER 1___J 7 0 S/ONAL S. <br /> PLAN NOTE 2,TYP. A 11/S4.3 ' <br /> UNLESS NOTED SEE PLAN 11/S4.3 < ij,JJB <br /> V " SEISMIC FORCE RESISTING SYSTEM LEGEND <br /> OTHERWISE ON PLAN < 06.17.2022 <br /> 11/S4.2) NOTE 9 I 3/54.3) <br /> O CANTILEVER O W-X SHEAR WALL TYPE X'PER SCHEDULE 8/S4.0 "" <br /> S <br /> - ^< ( (� 5Y4x18 PSL -29'-0"LONG STRAP TYPE HOEDOWN PER SCHEDULE 10/54.0 <br /> O ilk J-- <br /> L 3 C JS EXTENT OF SHEAR WALL SHEATHING <br /> 1/011/LSL 4'-0" <br /> R\ L I STRUT FRAMING MEMBER NAILED AS STRUT PER PLAN NOTE 1 <br /> 11 <br /> IUS1.81111.88,TYP. <br /> ... �^ LANDING FRAMING I <br /> RAILING CONNECTION -' -I: PER PLAN NOTE 8 I I <br /> PER &51542 11%"TJI 560 @ 12"O.C. LEGEND <br /> 8/54.2 (� <br /> -= II TYPICAL STRINGER ;D Y C516 DRAG STRAP PER 3/54.2 <br /> STRAP AROUND 10/042� PER12/S4.1 m <br /> OPENING PER 1/54.2 i i7 JS JOIST STRUT W <br /> 5Yax11%PSL L. .. i( cn <br /> c STRUCTURAL WALL BELOW U <br /> k STUDS JAMBS AND ER PLAN I I, Z,i I C 7 <br /> '" 07 NOTE 4,TYP. 6x6 POST BELOW HUCQ412 HANGER, POST BELOW <br /> � BEAM;FULLY TYP. 121S4.2 Q <br /> BLOCK FLOOR A V <br /> A CAVITY TO BEAM 4/S4.2 I <br /> 4/S4.2 BELOW PER 7/S4.1 - FLOOR FRAMING PLAN NOTES: W <br /> LI <br /> I 7/S42) 1. FLOOR SYSTEM SHALL CONSIST OF 23/32"APA-RATED PLYWOOD SHEATHING Cie <br /> 12/S4.2 <br /> (PANEL SPAN RATING 48/24).NAIL SHEATHING AT ALL FRAMED PANEL EDGES, • <br /> J-L ___ - _ -_- O DIAPHRAGM BOUNDARIES,BLOCKING AND EXTERIOR SHEAR WALLS BELOW WITH V <br /> ❑A q III • 8/S4.2 10d @ 6'O.C.NAIL SHEATHING IN PANEL FIELD TO ALL STRUTS,STRUT BLOCKING, <br /> \ n < o >�I V AND INTERIOR SHEAR WALLS BELOW WITH 10d @ 3"O.C.STAGGERED.NAIL <br /> �1 SHEATHING AT ALL INTERMEDIATE SUPPORTS WITH 10d @ 12"D.C.GLUE <br /> 1Ti .,O n SHEATHINGATALLSUPPORTSWITHADHESIVECONFORMINGTOASTM <br /> ��I'I1` _I A m SPECIFICATIOND3498. <br /> 10/S4.2 I^ I <br /> 2. FLOOR JOISTS TO BE 11-7/8"TJI 230 @ 16'O.C.UNLESS OTHERWISE NOTED ON M <br /> © _ ���- -__�� - - _/ 1 _ © PLAN.PROVIDE HANGERS PER MFR.AS REQUIRED.ALLOWABLE HOLES IN JOISTS CI <br /> PER JOIST SUPPLIER SPECIFICATIONS. W ('Ni <br /> 48154.2 / 412154.2 ce <br /> Z � 03 <br /> SHEATHING AND TYPICAL HEADER PER 3. BEAMS OVER INTERIOR AND EXTERIOR OPENINGS SHALL BE 4x8 AND DROPPED • <br /> Oa <br /> NAILING PER PLAN <br /> BELOW STUD WALL TOP PLATES PER 10/S4.1,U.O.N. O rjj Q <br /> PLAN NOTE 3,TYP. O <br /> NOTE 1 4. POSTS OR JAMB STUDS AT END OF SUPPORTING BEAMS,GIRDER TRUSSES,OR 5 = <br /> BELOW POSTS SHALL BE(3)STUDS AT A MINIMUM.TYPICAL HEADER STUDS WILL ` in <br /> BE(2)CRIPPLE STUDS AND(1)KING STUD. o W ¢^ W <br /> 5. OTHER TYPICAL FRAMING DETAILS SHOWN ON SHEET S4.1.SEE 9/S4.1 FOR G J G T W <br /> - CO-- ALLOWABLE HOLES IN STUDS,18.2/S4.1 FOR CONNECTION OF JOISTS TO 2. CO &w W <br /> NON-STRUCTURAL WALLS,81S4.1 FOR TYPICAL WALL INTERSECTION FRAMING, <br /> AND 8/S4.1 FOR TYPICAL TOP PLATE SPLICE. <br /> REVISIONS: <br /> 6. ROOF SYSTEM SHALL CONSIST OF 19/32"MINIMUM PLYWOOD SHEATHING(PANEL <br /> SPAN RATING 24/0).NAIL SHEATHING AT ALL FRAMED PANEL EDGES,DIAPHRAGM <br /> BOUNDARIES,STRUTS,BLOCKING AND SHEAR WALLS BELOW w/10d @ 6"O.C. <br /> NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS WITH 10d @ 12"O.C.,U.O.N. <br /> INSTALL PANEL EDGE CLIPS PER GENERAL STRUCTURAL NOTES AT ALL <br /> UNFRAMED,UNBLOCKED PANEL EDGES. 0 REV 1 D6172022 <br /> NO. DESCRIPTION DATE <br /> 7. ROOF FRAMING SHALL BE CONNECTOR PLATE TRUSSES @ 24"O.C.REFER TO <br /> GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS& PROJECT NUMBER: <br /> ARCHITECTURAL DRAWINGS FOR HEIGHTS AND CONFIGURATIONS. 22-060 <br /> ISSUE DATE <br /> 8. LANDING JOISTS TO BE 2x8 JOISTS @ 16"O.C.,PROVIDE LUS28 HANGER WHERE 05232022 <br /> REQUIRED.2x8 LEDGER wl(2)Ya"x 3"SDS LEDGER TO EA.STUD.EDGE LANDING CURRENT REVISION. <br /> BEAMS TO BE 4x8 BEAMS WITH HUC410 HANGERS TO4x4 POST. - - PERMIT <br /> 9. PROVIDE 2x12 LEDGER wl(3)Ya"x31/2"SDS SCREWS AT EA.STUD AND INFILL AREA SHEET NAME: <br /> WITH 11%'JOISTS @16"O.C.JOIST TO HANGER FROM LEDGER AND TO SECOND FLOOR <br /> CANTILEVER PSL BEAM. <br /> 10. ALL EXTERIOR WALLS TO BE SHEATHED AND NAILED PER SW-6 SCHEDULE, FRAMING PLAN <br /> dik SECOND FLOOR FRAMING PLAN UNLESS NOTED OTHERWISE ON PLAN. <br /> „ SCALE:1/4"=1'-0" 11. ECCQ66-SDS2.5 POST CAP,TYP.AT END CONDITION AND CCQ66SDS2.5 POST CAP <br /> MID-SPAN CONDITION,GLB TO 6x6 POST,U.O.N. <br /> SHEET NUMBER <br /> S2.2 <br />