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1629 127TH PL SE 2023 Plans 2024-11-26
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1629 127TH PL SE 2023 Plans 2024-11-26
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Last modified
11/26/2024 1:15:42 PM
Creation date
11/26/2024 1:15:25 PM
Metadata
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Template:
Address Document
Street Name
127TH PL SE
Street Number
1629
Permit
B2304-081
Year
2023
Notes
MECHANICAL TRELLIS ROOF STRUCTURE TO EXISTING DECK AND ROOF
Address Document Type
Plans
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_ I <br /> 414,..14=111414410 <br /> �; < , ° r <br /> 111 ���ur. ,.tf U o <br /> m <br /> lirr <br /> L e' er,•q��_- w�, <br /> ET; 5 3-19-2025 1 <br /> 04/14/2023 <br /> 0 LOCKING PIN BY OTHERS 0 PERIMETER BEAM PER PLAN Ol COLUMN PER PLAN <br /> ® (4) *14 OR *12 x 1" STAINLESS STEEL 0 GUTTER PER PLAN 02 MIN. (4) *14 x I" STAINLESS STEEL <br /> TEK SCREWS. (ATTACHMENT OF TEK SCREWS THRU POST INTO <br /> ROOF BRACKET TO PERIMETER 0 EXISTING ROOF RAFTERS OR CHANNEL EA. SIDE <br /> BEAM) AT ALL ROOF ATTACHMENT TRUSSES <br /> LOCATION 03 LOUDER BEAM AND CHANNEL INTO <br /> ® STAINLESS STEEL ROOF BRACKET POST o0 <br /> 09 PROVIDE RUBBER GASKET TO B7 OTHERS AT 4'-0" o.c. MAX. W W c) <br /> AVOID CONTACT BETWEEN WHERE A PERPENDICULAR BEAM 6 I <br /> (Ti) CHANNEL PER TABLE BELOW Y _ <br /> STAINLESS STEEL ROOF BRACKET FRAMES IN, PROVIDE A TOTAL OF COLUMN Ct W n- Q <br /> AND ALUMINUM (2) STAINLESS STEEL ROOF I SIZE CHANNEL SIZE Q 1- _ <br /> BRACKET INTO (2) CLOSEST TRUSSQ 10 *14 OR *12 STAINLESS STEEL TEK TOP CHORD, (1) EACH TRUSS 0 I 2" x 1 5/8" x 2" 1/S" U QSCREWS AT 8" o.c. _.., Sx8x3/16 THICK, 1 5/S" IN LENGTH v7 W N w <br /> 4 1/4" -: 1 SxSxI/S 2" x 3/4" x 2", I/8" 2 N <br /> '� 'r �, © I THICK, 1 3/4" IN LENGTH 0 co W <br /> 0 Q I/8" THICK 6x6x3/16 2" x 5 5/8" x 2" IV W <br /> 0 THICK, 5 5/S IN LENGTH <br /> Q - 6x6x1/8 2" x 5 3/4" x 2", I/8" <br /> 0 °Q° THICK, 5 3/4" IN LENGTH <br /> 4 .....plike (01 <br /> °°° so <br /> Q © 0MIN. (6) *14 OR *12 x I" STAINLESS <br /> ••, \ o STEEL TEK SCREWS THRU CHANNEL <br /> 0 • 0 • 2 3/4"; I INTO BEAM <br /> I I © PERIMETER BEAM PER PLAN <br /> 05/16" DIA. STAINLESS STEEL PIVOT <br /> 0 .�, PIN B7 OTHERS 0 0 BEAM AS OCCURS PER PLAN <br /> © (3) 1/2" x 3" STAINLESS STEEL LAG <br /> Z <br /> SCREWS (ATTACHMENT OF ROOF <br /> BRACKET TO EXISTING ROOF a <br /> 0 RAFTERS OR TRUSSES) W0 <br /> 0 <br /> 103 BEAM TO HOST STRUCTURE CONNECTION 102 BEAM TO POST CONNECTION <br /> 103-230136-021 NO SCALE 102-230136-022 NO SCALE <br /> 0 <br /> ES <br /> W a <br /> m <br /> Z <br /> DESIGN BY: CC <br /> PROJECT MGR: CC <br /> PROJECT NO: 230136-021 <br /> SHEET: <br /> S6 <br />
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