Laserfiche WebLink
Add additional Sib" x 7' lag from <br />ledger to stud for length of new <br />MAU (Green line). The screw shall <br />be cenelered between the two <br />existing screws. <br />11 %" RED 1-65 <br />@ 24" OC UNO <br />p I I I <br />%%24" GLB <br />ROOF SHEATHING, <br />SEE NOTE 1, TYP <br />2'-0" <br />D <br />2.0 14" RED 1-65 TEN NT 1 <br />@ 16" OC UNO <br />3I 1'-2" <br />0 <br />M <br />0 <br />I <br />0 <br />u <br />I <br />— <br />0 <br />ri <br />o <br />I <% <br />� <br />SEE 2/S1.05 FOR <br />TRASH ENCLOSURE <br />ROOF FRAMING PLAN <br />a IF THIS DRAWING IS NOT 22"x34" SCAL <br />o <br />r <br />n Port of <br />�a <br />z� <br />a" EVERETT <br />I j <br />x <br />N P.O. BOX 538 <br />\j EVERETT, WA 98206 <br />z (425) 259-3164 <br />Place new MAU V-2" south <br />of Gridline 2. Place new unit <br />on joists not already loaded <br />by existing RTUs. <br />-6" 1, <br />- 1'-3y <br />MECH UNIT <br />BY OTHERS, <br />WEIGHT=554 <br />TYP 5YB"x24 <br />ROOF OPENING, COORD <br />SIZE w/ MECH, PROVIO <br />2x6 BLOCKING AT <br />UNSUPPORTED EDGES <br />OF SHEATHING, TYP <br />MECH UNIT <br />1'-6" BY OTHERS, <br />WEIGHT=554 LBS <br />10'-2" <br />T- <br />4'-6" <br />Provide 2x blocking @ <br />unsupported edges of cut <br />1 <br />sheathing. Add web <br />blocking at adjacent i- joists <br />as required. (Dashed blue) <br />Provide 11-7/8" blocking where <br />ABOVE <br />curb does not extend to next <br />adjacent joist. Provide i-joist <br />web blocking as required. <br />OF JOTS (Solid blue) <br />MATCH MAIN ROOF <br />HSS5x5x5/16 BRACE <br />JOISTS, TYP <br />ABOVE, TYP <br />ROOF HATCH OPENING, <br />SEE ARCH FOR SIZE <br />AND LOCATION, TYP <br />DOUBLE ROOF JOIST <br />ON EACH SIDE OF <br />OPENING, TYP <br />HEADER H1 BELOW, <br />SEE SCHEO ON SO.05, <br />TYP. UNO <br />2x6 WALL STUDS <br />@ 16" OC, TYP LINO <br />03 <br />I <br />� <br />ID <br />I I/ <br />I <br />I <br />I <br />I I <br />I 63/4" "GLB I I <br />HSS 5x5x j6 POST <br />I 2-2 <br />5Y8"xl2" GLB <br />2'-2" <br />°��° <br />7 -4Y4" <br />i <br />SIMPSON H 5.25 <br />HANGAR <br />6Y4"x 25y" G�B MECH UNIT <br />E TENANT BY OTHERS, <br />WEIGHT=1,262 <br />2.0 <br />N <br />x <br />TYP <br />O �O <br />FABRIC CANOPY POST, <br />BY OTHERS, NIC <br />����0� 2000,O'O�O0�0�� <br />�0`����0���0�0�0�0�0�0�0�0�0�0�� � I' • • • • • •.. �I�� j000000oj0i,00ojOjOj�OjOjOjOjOjOj� <br />�0��000`o0t►0Ov���0� 1000000000iV►��II . - . • • O A MA � �IN 11 MA NA ',44 <br />►0'►000000000000000E1 IW►000014/0000000WN flelffll 0N�0 <br />•O,►o00000000000.0000000000000or♦.il • • i!F.lip ►O" WENA o0��00000or♦�O�o0000000•r♦ <br />►�,►_�_I_��s ►�_ EIS___�_►_��_�_�_�_�_�_�_�_�_�. <br />G Sim <br />1.0 <br />• ,. ., <br />�PIF <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHORT! ON THESE DRAWINGS. <br />© <br />® <br />1736F-nh.—.l,S.Sm,�.t <br />WHERE SPECIFlCAlI0N5 ARE GENERAL OR NOT CALLED OUT, <br />$earrlc,%N'mhinpron98t34 <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />P: 206.624.1387 <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />ENGINEERS, INC. <br />uuu.pnJcnKneers.mm <br />/10/2 <br />BCN <br />CCD-02 <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />AO <br />3/31/22 <br />BCN <br />100% ISSUED FOR PERMIT <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />DIRECTLY OR INDIRECTLY TO PND. <br />NO. <br />DATE <br />BY <br />REVISION <br />7 <br />- L�- A <br />ISIMPSON ITS <br />HANGAR, TYP <br />� B <br />I F <br />3%8" <br />C <br />11%" RED 1-45 <br />@ 24" OC UNO <br />O <br />5'-4" <br />- F <br />- H <br />SHEET NOTES: <br />1) ROOF SHEATHING IS -Y4" PLYWOOD. ORIENT <br />PANELS PERPENDICULAR TO FRAMING MEMBERS. <br />SEE DIAPHRAGM SCHEDULE ON SO.05 FOR <br />BLOCKING AND NAILING AT PANEL JOINTS. <br />2) SEE SO.04 FOR TYPICAL GLB CONNECTION <br />DETAILS. <br />PROJECT ENGINEER; <br />B. NIELSEN NOTED PORT OF EVERETT <br />13.DESIGNEDIELS DATE. <br />APORT GARDNER LANDING <br />B. NIELSEN MARCH 2022 BUILDING <br />DRAWN BY: CHECKED BY: <br />K. LUNDQUIST B. NIELSEN <br />APPROVED BY: I ROOF FRAMING PLAN <br />DWG. NO. <br />S1.02 <br />CIP NO. <br />6-8-025-01 <br />PROJECT <br />PD-SM-2021-07 <br />NO. <br />SHEET NO. <br />85 OF 97 <br />