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t <br />A <br />ROOF FRAMING NOTES: <br />A10 <br />I. VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION & CONSTRUCTION <br />2 VERIFY ALL DIMENSIONS AND ELEVATIONS WIFH THE ARCHITECTURAL DRAWINGS <br />3. ROOF FRAMING SHALL BE MANUFACTURED TRUSSES MAXIMUM 24 10. C AND TJI . PER <br />PLAN. HANGERS INDICA TED ARE PER MANUFACTURER <br />4, ROOF SHEATHING THICKNESS AND NAILING SHALL BE 112" Wf 8012"0.C. ALL FIELD <br />SUPPOR IS , 806 10. C. ALL PANEL EDGES, AND 8d@6 "0. C. A T BOUNDARIES WHERE <br />OCCURS ON THE PLAN . SEE DIAPHRAGM SCHEDULE PLAN S1 . <br />5. SEE GENERAL STRUCTURAL NOTES FOR ROOF LOADING CONDITIONS. <br />� <br />C14 <br />R01-3112x10 <br />112 24F V4 <br />8 <br />A01 <br />1 <br />S4 <br />ROI-31f2x10112 24F- V4 <br />� <br />D.S <br />RS <br />NOTES <br />1 PLANS SHOULD BE REVIE' @ BY ALL SUBCONTRACTORS PRIOR TO <br />a: <br />STARNG CONSTRUCN F DISCREPANCIES EXIST PLEASE CONTACT <br />9 @) <br />II <br />I <br />OWER/CONTRACTOR9®0p>� <br />I I <br />I <br />I <br />i I <br />2 ROOF {TENT CALCULATION' SEE CHART THIS PAGE <br />I <br />I <br />I <br />I j <br />I <br />3. ROOF PITCH SEE PLAN <br />i <br />I I <br />I I <br />I I <br />4. ROOF OVERHANG AS NOTED <br />5 PROVIDE VENTED BLOCKING AT EAVES: <br />6 TRUSSES SHALL CARRY MFG. STUD AND SHALL BE INSTALLED <br />I <br />I <br />I i <br />I <br />I <br />I I <br />I I <br />AND BRACED PER MFG. SPECIFICATIONS. DO NOT ALTER WITHOUT <br />I <br />I <br />I <br />I <br />I <br />PRIOR BUILDING DEPARTMENT APPROVAL OF ENGINEERING <br />9 2 <br />I I <br />j i <br />I <br />I 1 �® <br />CALCULATIONS, DESIGN DETAILS AND DRAWINGS SHALL BE ON <br />CIA <br />AD1 S4 <br />I I <br />II <br />I <br />II <br />i <br />II <br />j <br />SITE FOR FRAMING INSPECTION <br />I <br />I <br />7. CONTRACTOR TO VERIFY LOCH PON OF ALL ROOF SUPPORT <br />I <br />I I <br />i I <br />I <br />I <br />I <br />BRACING AND POSTING AND PROVIDE ADEQUATE BEARING TO <br />I <br />I <br />FOUNDA770N <br />0" <br />II <br />I <br />II <br />i I <br />I I <br />8, BUILT-UP 2X HIPS, VALLEYS, AND RIDGES NAIL TOGETHER */ 16d <br />i <br />I I <br />I I <br />I I <br />0 16 " 0. C, TOP AND BOTTOM STAGGERED AND (2) 16d AT ENDS <br />AND SPLICES. <br />9. ALL CE/UNG JOIST TO BE M 0 24" 0/C UNLESS <br />_ <br />OTHERWISE NOTED. <br />Iv <br />it II <br />I I <br />0 <br />00 <br />�(7) <br />GABLE VENT 225sgF <br />I <br />I I VENr <br />JACK <br />( <br />VENT JA K <br />I j <br />GABLE VENT 2.25sgF <br />S r <br />II <br />W <br />j-LJ <br />L- <br />I <br />PEAK R_�__® <br />_J I <br />L�1 <br />S <br />LEGS <br />-t <br />j <br />i <br />00S, DOWNSPOUT IOCATTONS <br />I <br />VE T JACK <br />I <br />I I <br />2 9 <br />ROOF VENIILAT0R5 (38 SQ. IN OR .347 SO, FT EA.) <br />I I <br />j <br />i t <br />I I <br />I <br />S4 AD1 <br />�I <br />I <br />II <br />I <br />® <br />i <br />SHALL BE FACTORY FABRICATED TRUSSES DESIGN AND FABRICATION SHALL CONFORM WI FH THE <br />TRUSSES 024"O.C. <br />I <br />I I <br />I <br />I <br />I I <br />I I I <br />I <br />REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE AND DESIGN SPECIFICATIONS FOR LIGHT <br />METAL PLATE CONNECT WOOD TRUSSES PUBLISHED BY TRUSS PLATE INSTITUTE. ENGINEERING <br />DESIGN AND SHOP DRAWINGS BEARING THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN <br />DS <br />I i <br />I <br />I I <br />I I <br />I I <br />I <br />I I I <br />I I I <br />I i <br />I <br />THE STATE OF WASHINGTON AND SHOWING ALL DETAILS OF CONSTRUCTION REQUIRED OR A <br />B <br />R04 6X18DFfi <br />II <br />i <br />i <br />I <br />1/ 718" TJl 360 OR 2XIM12 024"O.C. <br />COMPLETE INSTALLATION SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW <br />AID <br />I <br />I <br />I <br />I I <br />I I I <br />I <br />I l <br />L <br />R02-6X18DF, <br />ATTIC T CAL <br />0 <br />11718 " TJI 360 OR 2X12DF 2 024"0 C. <br />I <br />i I <br />I <br />I I <br />- � - <br />I <br />I I _ <br />q p <br />TOTAL 1 No OF [AVE LENGTH 3 NUMBER OF 4 TOTAL <br />VENT <br />I <br />I <br />_ <br />_ <br />L® <br />AREA VENT VENT BLOCKS OF RIDGE ROOF GABI E <br />AREA PROVIDED OT REQD VENTILATORS VENT <br />EL <br />I <br />I <br />I <br />6-31 f� <br />101/2 4FV4 <br />_ <br />_ <br />ADI <br />PROAREA <br />REQD REQUIRED POSED <br />I <br />I <br />l <br />T%PL 8 0 <br />_` <br />31� <br />�RKA (SO FT) (SO, FTC I EA (LlN FT) VENT (SQ. FZ) (SQ. f . <br />S 0 <br />\ <br />.f .. <br />I L . <br />I <br />S4 <br />I I j <br />... <br />I I <br />I <br />- - - <br />_ _ <br />-. -_- - <br />_ <br />0 1762 11,74 26 1.28 35 4.38 17 0347 5.9 (2)225 4,5 1200 <br />L S4 <br />I I <br />L <br />I <br />I <br />D.S ® <br />_ _ <br />_ <br />\ /. <br />218 %45 0 - 24 3 <br />.. .. <br />.. ... <br />........... <br />L. .. <br />[ I <br />. 1 ..._._ <br />I . <br />8 <br />."n."; .. <br />1 <br />" <br />272 1.8 - - 20 2,9 - - - - <br />S < <br />0 <br />ROOF <br />z9S,4S SSSSSSZ z�_ <br />AA��;BER <br />841 SIZE <br />SRECIES CONNEC71 N <br />COW,N15 <br />2 VENT STRIP <br />I <br />I I <br />I <br />AD1 <br />G --- <br />t <br />TfPL 1 r4... <br />I. <br />J i <br />b <br />_ <br />R05-4X1ODF 2 <br />1 � <br />i <br />1. TOTAL VENT AREA CALCULATED AT 9/150 OF TOTAL ATYC AREA. <br />� <br />— <br />2 0.0492 SO, FT NET FREE O T AREA PER (3) 2'� VENT BLOCK <br />FREERS T L FT <br />R0/ <br />3 112 X 10 112 <br />24i — W <br />71EAOER <br />4 NO, OF ROOF VE�I LATOT <br />R02 <br />6 X 10 <br />/JF2 - <br />�c'VA�� <br />(Q347 SO, FT. NET FREE VENT AREA PER ROOF J <br />ACK) <br />1?03 <br />4 X /0 <br />9FIf2 <br />11EA,0ER <br />2"VENT STRIP <br />R01-000Fv <br />2"VENT STRIP <br />R04 <br />6 X 18 <br />OfZ-2 <br />9EA� <br />10 <br />�� i ZVEL7 ENGINEERING DESIGN PLLC <br />aasy <br />2 0 2 0 — 2 5 ® H <br />R05 <br />4 X 10 <br />Or 2 � <br />!/EAD�R <br />ADP <br />r�S j` v Structural Review <br />e <br />R06' <br />—7 112 X 10 1/2 <br />24F V4 <br />9 � his review is for general conformance to the <br />structural design criteria, red lined mark-ups, <br />cit review <br />12� 5 f 2020 <br />R0� <br />4 X 10 <br />OF 2 <br />f1EAOER4. <br />�q <br />S?t84 rvC concept and contract documents. <br />9 <br />R0� <br />4 X 10 <br />0�2 — <br />/1EAO�R <br />: <br />`-tu � <br />�2T I By Joh#: A0�1/;0-1;7 ®ate 1/6/;W/1 <br />A <br />EXRTRES� 07-07-2 <br />-- <br />A10 <br />" a sy <br />scale <br />