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<br /> IBLOCKING EACH END OF UNIT
<br /> /
<br /> (E)JOISTS
<br /> 1-- 3D�OF EAa W A` STRBBETH
<br /> ENGINEERING
<br /> 3090 18114 AVE.SE AS01•MERCER ISLAND•WA 98090
<br /> 0.926968•5092 W www.staEEe.:ensir,eer.np.tom
<br /> FASTEN UNISTRUT TO TJ W/
<br /> 3_/8'DIA LAG EMBEDDED MIN 1'
<br /> INTO WOOD. INSTALL IN P1000 UNISTRUT EACH END OF UNIT
<br /> - GENERAL STRUCTURAL NOTES ACCORDANCE WITH RECCOMENDAHONS
<br /> PROMDED BY REDBUILT(INCLUDING
<br /> (The following apply unless shown otherwise on the plans) PILOT HOLE SUE AND LAG LOCATION
<br /> FROM NEB) INTERIOR UNIT PER MECHANICAL
<br /> ERV YWTH MAX YACHT 350A SUPPORTED ALLIED TELESIS
<br /> BY MIN 3 JOISTS OR BC?CH MAX
<br /> 1.ALL MATERIALS,WORKMANSHIP, DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE WEIGHT POUNDS SUPPORTED BY MIN
<br /> DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 (2)JOISTS 10521 19TH AVE SE
<br /> EDITION). EVERETT,WA 532C9
<br /> 2.DESIGN LOADING CRITERIA
<br /> WIND 100 MPH,EXPOSURE'B'
<br /> EARTHQUAKE sds=Ds1 Interior ERV and BC Units
<br /> 4 . Cesign Team
<br /> 3.CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND So w 3/4'-1'-0'
<br /> CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING9^
<br /> CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST - MPS
<br /> ---BE VERIFIED.
<br /> MECHANICAL UNIT PER PLAN —
<br /> MECHANICAL UNIT PER PLAN
<br /> 4.CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL ca.
<br /> COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE OVER FRAMING PER PLAN me Pmw.+..
<br /> WITH THE PLANS.
<br /> 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
<br /> TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS 18 GA CUP W/(41-110 SCREWS TO UNIT
<br /> WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR 18 GA CUP W/(4)- 0 SCREWS TO UNIT r l O (4)-S •`''`
<br /> ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AND(4-�0 SCREWS TO CURB ADAPTER. PROWb4E CUPS EA( SIDE INTUIT
<br /> AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE PROVIb�1+1 CLIPS EACH SIDE OF UNIT, __ e u....w.,
<br /> CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT,SUPERVISE, 2x FLAT BLOCKING AT ATTACHMENTS —9:9 113039 ,s,DEDFaanEwm
<br /> NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, 114CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.
<br /> 6.CONTRACTOR-INITIATED CHANGES SHALL BE SUBMII IE11 IN WRITING TO THE ARCHITECT — •
<br /> (E)RIGID INSULATION AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. —
<br /> CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. (E)RIGID INSULATION Weir _ -
<br /> 7. DRAWINGS INDICATE GENERALP ANDL TYPICAL DETAILS OF CONSTRUCTION. WHERE - ��"' Wt�►�'�ll
<br /> CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO — ---
<br /> DETAILS SHOWN,SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO —
<br /> REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ��
<br /> 8. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19,AND GRADED AND MARKED IN SLEEPER PER PLAN (E)JOISTS
<br /> CONFORMANCE WITH W.C.LB.STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 2x FIAT BLOCKING AT ATTACHMENTS
<br /> 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: OVER FRAMING PER PLAN iV P. ST
<br /> JOISTS (2X&3X MEMBERS) HEM-FIR NO.2 (E)BEAM PER PLAN '� O`w^sV''1&6
<br /> AND BEAMS: MINIMUM BASE VALUE, Fb=850 PSI SI`:T ew (;r3
<br /> 9. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND i I '1 s-
<br /> AEC STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C.IDENTIFICATION MARK AND �%,'
<br /> SHALL BE ACCOMPANIED BY AN A.I.T.C.CERTIFICATE OF CONFORMANCE. ALL SIMPLE ssMxAt.`F�
<br /> SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb= 2,400 PSI, Fv =
<br /> 265 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-VB, Section at Unit O Section at Unit g
<br /> Pb=2400 PSI, Fv=265 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3,000' Swim 5/4%1*-0" SO 1'a/4'--0' Keypian
<br /> RADIUS,UNLESS SHOWN OTHERWISE ON THE PLANS. /
<br /> 10. MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER
<br /> A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A __ (E) ROOF HATCH
<br /> STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER,THE -- (E) 14'DP RED I
<br /> GRADE,THE NATIONAL RESEARCH BOARD NUMBER,AND 11-1E QUALITY CONTROL AGENCY. I ( HSS 5x54 COL 85 JOIST O 24'OC
<br /> ALL PSL LVL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH I1
<br /> ICC-ES REPORT ESR-1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF
<br /> ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL I KCAL U /'1
<br /> WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING I _- �I HT 0
<br /> MINIMUM PROPERTIES:
<br /> r 1 ra24 LW W/
<br /> PSL(2.0E) Pb =2900 PSI, E=2000 KSI, Fv=290 PSI ( / HUCQ1.81/9SDS Sheet Title
<br /> LVL(2.OE) Fb=2600 PSI, E= 1900 KSI, Fe=285 PSI I I f HANGER EACH END
<br /> LSL(1.55E) Fb =2325 PSI, E= 1550 KSI, Fv=310 PSI
<br /> /
<br /> DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WE I OOU-1 PER MECHANICAL
<br /> YLKHAEUSER ! W/MAX WEIGHT 675A
<br /> CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND GL 3 r x 24'SLEEPER I I► Structural
<br /> APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER,ALTERNATE JOIST HANGERS CENTERED ON STEEL BEAM �
<br /> AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE BELOW 1 p51M1'O
<br /> ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS OVER FRAME 2x6 0 24' Details
<br /> 0 AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. r PLYWOOD FASTENED W/ , OC BEIWEEEN GLULAM
<br /> EDGES 0 6'OC AT PANEL SLEEPERS W U24 EACH
<br /> MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF INTERMEDIATEFRAMING END TO /'\
<br /> 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO ----------------------------------------------------- - -f --------- E 1
<br /> PR
<br /> NT THE
<br /> E
<br /> ENT
<br /> F INSTALLED BEAMS FROM
<br /> LEEPER
<br /> EXCEESSNE EFLECTIONSRMAYCOCCUR IFOMOIS R CONTENTE EXCEEDS THIS VALUE.G 12%. B/51.0 ~L. TO ENGAGE2MINS((7)) `J
<br /> v I EXISTING ROOF JOISTS
<br /> 11.PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, __ -\F 1-. EVERETT
<br /> 0 EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1.ORIENTED STRAND BOARD OF (E)W14x43�� o0u—zFEH MECHANICAL
<br /> UP OD THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU 1 'x 24 LW W/ 3•-0•I� W/-2 WEIGHT t 1 IC FOR PER F Sheet No.
<br /> HUCQ1.81/9SDS MAX
<br /> ROOF SHEATHING SHALL BE 1/2'(NOMINAL)WITH SPAN RATING 32/16. HANGER EACH END S 1 .O
<br /> Structural General Notes 0 Partial Roof Framing Plan 0!Wm N.T.3 seam 1/P.1'-0'
<br />
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