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ROOF FRAMING NOTES:
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<br /> '_ � "�� �` '",,� "` „ '�° � � g` /"� S C H E D U L E 1. VERIFY SIZE AND LOCATION OF ALL MECHANICAL PENETRATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.
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<br /> ' u ��' ie : u . ����� 2. JOIST DESIGNATION IS SHOWN AS TOTAL LOAD IN POUNDS PER FOOT OVER THE SNOW LOAD IN POUNDS PER FOOT.
<br /> "�" �� �° � TRUSS MFR TO DESIGN TOP CHORD OF
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<br /> " MARK TRUSSES FOR ULTIMATE AXIAL SEISMIC REMARKS 3. GIRDER DESIGNATION IS TOTAL LOAD IN KIPS OVER SNOW LQAD IN KIPS.AT EA PANEL POINT
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<br /> � � a ' �� 4' 4. AT EACH COLUMN SUPPORTING JOIST GIRDERS. JOIST MFG SHALL MATCH THE BEARING DEPTH OF ALL JOIST GIRDERS FRAMING INTO
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<br /> � P 18 E= 17.2 KIPS(1) E ULTIMATE LOAD COLUMN.
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<br /> ,,.,,• ,s ���"�°� •�°�v�* ���"°�,� ��M��K m ASCE 7-1012.11 5. JOIST AND JOIST GIRDER HAVE NON-STANDARD BEARING HEIGHTS,STEEL DETAILER TO COORQINATE HEIGHT OF BEARING SEAT WITH JOIST '
<br /> �_ �._ __ , � � g= , N$ 59 E= 58.1 KIPS(1)
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<br /> � � � �� 93 E= 92.3 KIPS(2) Em ULTIMATE LOAD
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<br /> o --- � ° � CALCULATED PER g. ROOF JOIST SUPPLIER TO PROVIDE BRIDGING FOR JOIST PER STEEL JOIST INSTITUTE AND MANUFAGTURERS RECOMMENDATIONS. IN
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<br /> �` .. � ;., � � ASCE 7-1012.4.3.1 ADDITION TO LOADS SHOWN ROOF JOISTS,GIRDERS AND BRIDGING SHALL ALSO BE DESIGNED FOR A NET UPLIFT OF 10.0 PSF.
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<br /> ,�„ � 7. JOIST MANUFACTURER TO DESIGN BAR JOIST AND JOIST GIRDERS FOR LOADS DUE TO SPRINKLER SYSTEM,PIPING LARGER THAN 4" e'1 t' C I'1 1 t E C t S
<br /> W^r _,- � '� -"` `� ' �� DIAMETER.CONTRACTOR TO COORDINATE AND PROVIDE JOIST MANUFACTURER WITH MAGNITUDE AND LOCATION OF LOADS.
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<br /> a- 8. JOIST MANUFACTURER TO LOCATE,SI2E AND PROVIDE ERECTION BQLTS AS REQUIRED. STEEL DETAILER SHALL COORDINATE LOCATION 2505 Th i rd Aven ue
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<br /> _ 3 .v 3 _� � � __e __.._ . , _ g g. FOR TILT-UP WALL PANEL TH(CKNESSES SEE PNL ELEV'S STARTING ON 53.01.
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<br /> ` (1) AT JOIST:ATTACH 3x NAILER TO JOIST WITH CONNECTION DESIGNED FOR 10. X'-X" INDICATES TOP OF SHEATHING ELEVATION AT THE LOCATION INDICATED MEASURED FROM FINISH FLOOR ELEVATION 206.720.2949 fax '
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<br /> _ v 350LBS PER FOQT ASD SHEAR AND 100PLF UPLIFT `
<br /> �"" ' 11. AXIAL LOADS TO JOISTS AND GIRDER TOP CHORDS ARE DESIGNATED ASO FOR SCHEDULE SEE 2
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<br /> �� � � � (2) AT JOIST:ATtACH 3X NAILER TO JOIST WITH CONNECTION DESIGNED FOR ' www.craftarchitects.com
<br /> a � �'`; � ��r � 1900 LBS PER FOOT ASD SHEAR AND 100PLF UPLIFT 12. JOIST MFG TO DESIGN JOISTS IN OFFICE AREAS INDICATED.DESIGN JOISTS FOR 1d00 LB POINT LOAD AT ANY TOP OR BOTTOM CHORD
<br /> � PANEL POINT AND GIRDERS FOR(2)1500#POINT LOADS AT ANY JOIST BEARING LOCATION ON GIRDER.
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<br /> � (3) IF LOAD POINTS TO END OF TRUSS THEN FORCE IS CONNECTION LOAD
<br /> �--�— d e & 4 '�- 13. JOIST MFG MAY SUBSTITUTE'LH'JOIST FOR'K'JOISTS
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<br /> " � ` � ` � 14. JOISTS AND GIRDERS WITH VARYING DEPTH(IE:28-36LH)ARE ALL WITH THE LOWER DEPTH ON THE DOWN HILL SIDE OF THE ROOF SLOPE.
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<br /> a � a " PARALLEL CHORD MEMBER MAY BE SUBSTITUTED USING THE SHALLOWER DEPTH SO AS NOT TO REDUCE CLEAR HEIGHT OF BUILDING.
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<br /> �—;— e � : 4 DIAPHRAGM
<br /> � DIAPHRAGM NAILING IS � �
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<br /> �s ! � p - �,a �, MARK SHEATHING BOUNDARY ALL JOISTS AND
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<br /> : � ,.� � � q BTWN JOISTS SPACING
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<br /> a 15/32"APA RATED 10d AT 2°OC 10d AT 2"OC ipd AT 12"OC �6 DF#2 AT 24"O.C. 30"O.C. � � �
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<br /> A "` "' � STRUC 1 SHEATHING 3x6 DF#2 AT PANEL
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<br /> b � 4 � ' 4 S DIAPHRAGM NOTES:
<br /> l / e ¢ e & � 1. ALL NAILS SHALL BE CQMMON,MINIMUM 0.148 DIAMETER AND SHALL PENETRATE INTO FRAMING MEMBERS
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<br /> � � A � A � � ° `� � � MINIMUM 1 Y". NAILS SHALL BE LOCATED AT LEAST%"FROM THE EDGES OF PANELS
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<br /> ; � �. � � � ' �,. U r 2. ALL SHEATHING PANELS SHALL BE NOT LESS THAN 4'-0"x 10'-0"UNLESS OTHERWISE APPROVED BY THE
<br /> � � '� x� �' ENGINEER. AT BOUNDARIES AND CHANGES IN FRAMING DIRECTION,PANELS MAY BE ANY SIZE PROVIDED ALL ,
<br /> � a � x � a " g EDGES OF THE UNDERSIZED PANELS ARE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR
<br /> � = x � BLOCKING WITH 3x NOMINAL WIDTH.
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<br /> � ., wr.wFc-o . . , �� 3. WHERE 1W0 ROWS OF NAILING IS SPECIFIED,THE NAILS SHALL BE EQUALLY SPACED,AND THE ROWS OF
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<br /> � � NAILS SHALL BE STAGGERED. SPACING BETWEEN ROWS OF NAILS SHALL BEY"WHERE SUPPORTED BY 3x
<br /> � �' NOMINAL FRAMING. SPACING BETWEEN ROWS OF NAILS SHALL BE 3/"WHERE SUPPORTED BY 4x NOMINAL CONSULTANT
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<br /> ��' _ � � = ��_ � FRAMING.FOR TYPICAL DETAIL ON MULTIPLE ROWS Of NAILING SEE 6 ■ ■
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<br /> � ' 253.383.2422 7EL 253.383.2572 FAX www.ahbi.com wEB
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<br /> Submittals/Revisions:
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<br /> � � �.. _ _ _ -� � 0 CITY COMMENTS VE 5-10- 2018
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<br /> !Y�� $ � " �,' � Sheet Title:
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<br /> ,a ' �a` �`' °�' OVERALL ROOF FRAMING PLAN
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<br /> P.�, Date:
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<br /> B Design: �H
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<br /> 5s�-s" 50�-0` 5o'-d' �'-�' �''�" WALL LINE AND ASSOCIATED FRAMING ALONG Q D ra w n: CLR �
<br /> 2ss'-s' ovEw+tL GRID 6 HAS CHANGED a
<br /> �, > S2.3 Project No: 17-109;AHBL 2170746 � �
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<br /> � Approved: p� �
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<br /> N OV'ERALL R40F FRAMING PLAN (FOR REFERENCE ONLY) A A s2.4 r � . �
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<br /> � NTS —� Sheet No:
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<br /> COPYRIGHT CRAFT ARCH!.
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