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<br /> H2.5 ©TRUSSES,TYP. ����� DISCONTINUOUS SHEAR WALL AND/OR LOAD ====== == ---
<br /> 15'-0" ,�� SIMPSON A35 @ 24"O.C. BEARING WALL SUPPORTING/BELOW THIS
<br /> 7E-1 / 45 U.N.O.ON S.W. SCHED.
<br /> 6 ifx f, 6 / SHEATHING PER PLAN. FLOOR/ROOF. PSE
<br /> S5 C201 a ih S5 17 B.N. PER PLAN, 12
<br /> NON-LOAD BEARING WALL BELOW THIS Consulting
<br /> Co 8d @ 6"O.C. MIN. ARCH.I•
<br /> FLOOR. Engineers, Inc.
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<br /> �\ N. '‘N. ,N.. \ �.► :i i\i, L c��..-m \ L 2X BLOCKING, TYP. www.structure1.com
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<br /> C Klamath Falls Office
<br /> THIS FLOOR/ROOF. 250 Main
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<br /> ,,,�;��� ,� Klamath Falls, Oregon
<br /> h STUB, SHORT POST.
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<br /> i ` O w Phone: (541)850-6300
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<br /> Fax: (541)850-6233
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<br /> El INDICATES SHEET NOTES. Lu
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<br /> g ! , - E.N. PER S.W. SCHED., TRUSS PER PLAN. t7
<br /> a !� , VAULTED CEILING
<br /> 8d 6"O.C. MIN. z Medford Office
<br /> 411 ! . ,
<br /> °W° 0� DIVING ROOM ° Cn INDICATES COLUMN MARK, REFER TO NN
<br /> F. 836 Mason Way
<br /> x E 17 I DOUBLE TOP PLATE COLUMN SCHEDULE.
<br /> IIuu I I „Icy STRUCTURAL SHEATHING SPLICED PER TYP. DTL. Medford OR. 97501
<br /> I I r` z Phone: (541) 858-8500
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<br /> PER PLAN U.N.O. ON 0
<br /> I n NUMERICAL VALUE, 1, 2, 3 ETC. u Fax: (541) 776-4663
<br /> E I '� I I I ?` S.W. SCHED.
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<br /> 00I S .D INDICATES SHEAR K
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<br /> WALULOAD BEARING WALL G-
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<br /> \ MARK, REFER TO SHEAR z
<br /> TYPICAL TRUSS TO WALL WALL SCHEDULE 1/s2. Licensed in
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<br /> 7 II ® BEARING AND FULL HEIGHT STUDS 48 States!
<br /> C201 -ERF. I ' CONNECTION DETAIL PER HEADER SCHEDULE. W
<br /> 17
<br /> I 1 17 z Construction Types:
<br /> II I NTS
<br /> 1 2 14-$ I w Light Gauge Steel, Straw Bales,
<br /> '� SHEET NOTES: Bamboo, Log, T�mber/Wood,
<br /> `O�1 U L,- `q \N- N- \�1\1\L -\\1U1\ \�1 \ t\1\�\51\� \1\1v1\1\�t\1\�t\1 Structural Insulated Panels/SIPs,
<br /> PERF ' 1 ' 0 REFER TO S1 FOR STRUCTURAL GENERAL NOTES AND TO ROOF 3 Masonry, Steel, Concrete,
<br /> I 1 I I DETAIL SHEETS FOR CONSTRUCTION DETAILS. W Modular Homes/Factory Built
<br /> „ 7&11 DN , I , I i= housing (FBH ), ICF, Shipping
<br /> 32'-6" 6 _ _ _ VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. DO NOT 8 Containers,m and many morel
<br /> II � ►
<br /> Commercial or Residential.
<br /> -'- - -- - • (g)
<br /> SCALE DRAWINGS. o
<br /> c� � � E- - .! � SHEATHING PER PLAN � And Green/Sustainable!
<br /> i
<br /> •
<br /> I I I i ‘'//frEiPROVIDE MULTIPLE STUDS UNDER BEAMS OR TRUSSES TO MATCH 3_ _ _ WIDTH OF SUPPORTED MEMBER,TYP. STUDS SHALL BE CONTINUED U Project.
<br /> =- 17 BN-10d©4"O.C.,TYP.- i ; _ _ _ j i I -I UON ON PLANS AND SGN IN LOWER FLOORS AND/OR CRAWL SPACE TO FOOTING,TYP. LuQ Jason & Lindsay
<br /> O- _ 1iI I--! 2x SHAPED BLKG ® ROOF DRAINAGE SHALL BE DIRECTED AWAY FROM FOUNDATION. aN _- - -' H2.5, TYP. Laigo Remodel
<br /> I 1 = M WEN-10d©4"O.C.,TYP. ,� PROVIDE SOLID BLOCKING UNDER POSTS AND MULTIPLE STUDS TO wI /' �iSCISSOR TRUSS
<br /> e I I I 2 is UON ON SW SCHED. ! TRANSFER LOADS TO POSTS/STUDS BELOW. o
<br /> PER PLAN O e \ S5 .� lir z
<br /> I I > A35 24"O.C.,TYP. d
<br /> I I I 1 I I @ © LAY FLOOR AND ROOF STRUCTURAL PANELS WITH THE LONG
<br /> I I I I =_ ` UON ON SW SCHED. DIMENSION AT RIGHT ANGLE TO SUPPORTS AND CONTINUOUS OVER cG
<br /> o Address
<br /> I I o TWO OR MORE SPANS. u-
<br /> TOP PLATES
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<br /> 2216 Chestnut St,
<br /> I , 1 - \ SPLICE PER SCHED 7D ROOF SHEATHING SHALL BE 5/8"THICK APA PLYWOOD OR ORIENTED a Everett, WA 98201
<br /> STRAND BOARDS WITH 24"/16"SPAN RATING. USE 8d©4"O.C. (BN) cc
<br /> I I I I I I = STRUCTURAL H6, TYP. AT EXTERIOR WALLS AND INTERIOR SHEAR WALLS. 8d 6"O.C. w
<br /> SHEATHING (REN)AT PANEL EDGES AND 8d @ 10"O.C.AT INTERMEDIATE -•7
<br /> © PER PLAN, TYP. o Owner / Client:
<br /> I I i I I I , „ SUPPORTS, UON. MINIMUM PENETRATION IS 1 5/8"INTO FRAMING. z
<br /> 2 16-3 3
<br /> II ' � I II II. z
<br /> i2 `1 ��Z''�`���\��\� H1 • \�� ���\���\�� �1 \�\\ �����\� �\\��������w��� ® AT HIPS,VALLEYS AND/OR AT LOCATIONS WHERE SHEATHING Mallory
<br /> © CHANGES DIRECTION. d
<br /> SCISSOR TRUSS TO a) PROVIDE 10"WIDE GAUGE 22 STRAP. REFER TO ROOF DETAIL ` Contracting
<br /> SHEET FOR FASTENERS AND BLOCKING. w g
<br /> M 17 WALL CONNECTION DETAILS o
<br /> 0-2 (D) E] ALL EXTERIOR WALLS SHALL BE TYPE 6 PER SHEAR WALL F-
<br /> 5 N.T.S. SCHEDULE UNLESS OTHERWISE NOTED ON PLANS. 2 '(
<br /> 10 NOT USED cn ..."'"' tin
<br /> BOUNDARY NAILING ROOF FRAMING PLAN 11 WOOD TRUSSES BY OTHERS AT SPACING NOT TO EXCEED 24"O.C.: -c • ',„vAi M
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<br /> 10d @�4 O.C. BN-10d ® 4" O.C., TYP. a. FABRICATE, SUPPLY AND ERECT WOOD TRUSSES AS SHOWN ON U _' �, -y
<br /> 0 Scale :APPROXIMATE SCALE A = 1'-0" THE DRAWING AND AS SPECIFIED.WORK TO INCLUDE
<br /> 2X BLOCKING DO NOT SCALE THE DRAWINGS
<br /> UON ON PLANS AND SGN �`
<br /> DISCONTINUOUS 2"X 4" ANCHORAGE, BLOCKING, CURBING, MISCELLANEOUS FRAMING
<br /> AND BRACING. w g
<br /> BLOCKING BETWEEN EACH 2X WHEN TRUSS MANUFACTURE � Ir" �•
<br /> 8d cLD 3"O.C. I
<br /> EXTEND TRUSS TOP CHORD OUTLOOKER TYP NAILEDWITH 2-16d c©6"O.C. 2- 16d, TYP, (5) 16d NAILS PLANS AND TRUSS PROFILES WITH ARCHITECTURAL DRAWINGS STRUCTURAL SHEATHING ," 2x BL CKING AND IN FIELD WITH WALL LAYOUT PRIOR TO FABRICATION. w/ hO .
<br /> PER PLAN
<br /> 10d©4"O.C. �� - _ _ _ , _ _ _ DIMENSIONS SHOWN ARE APPROXIMATE AND ARE FOR BID S'
<br /> • PURPOSES ONLY. E:- �,tr�r,t O 2 20 2
<br /> •••••.••••••• •••`� �� .r 16d 6" _- 11
<br /> _ "t N .• o �11 C. TRUSSES SHALL BE DESIGNED TO WITHSTAND THE LOADS
<br /> ••••••• O.C.,TYP. _ - 10d ® 4 \� SHOWN ON THESE DRAWINGS AND THE FOLLOWING �'
<br /> ••••••• 10d©4"O.C. O.C., TYP. r z
<br /> TRUSSES PER PLAN 4" MAX A35 ADDITIONAL LOADS: 0
<br /> , EXTEND WALL SHEATHING BRACE • ADDITIONAL LOADS AT VALLEYS AND HIPS.
<br /> / UP TO ROOF 2x6 c©24 O.C. © • cn Q
<br /> 2x BLOCKING MATCH WALL BELOW OUTLOOKERS 3-0 TYP. EQUIPMENT AND OTHER LODRIFTED SNOW AT SCATIONS PER LOCAL CODE, PARAPETS,AROUND F rs
<br /> • EQUIPMENT WEIGHT AS SHOWN ON THE ROOF FRAMING o
<br /> 2X BLOCKING cd
<br /> � � `` 4" MAX I
<br /> 2-SIMPSON GBC PLAN
<br /> .
<br /> `-..' H2.5,TYP. ��TRUSS TRUSS Wr d. TRUSS SHALL HAVE WEB MEMBERS AT ALL INTERMEDIATE a
<br /> 2X BLOCKING I 1
<br /> A35 @ 24"O.C. I !11 -' BEARING POINTS SUCH AS SHOWN ON THE TRUSS 0
<br /> PROFILES/LOADING DIAGRAM DETAILS.
<br /> /, c WEN-10d ® 4 O.C., TYP. a
<br /> �` UON ON SW SCHED. �1 A35 ® 24" O.C. TYP. �- SHEATHING e. LIMIT TRUSS TOTAL DEFLECTION OVER PARTITION WALLS TO
<br /> �� �� WEN-10d ® 4" O.C., TYP. �� UON ON SW SCHED. SPAN OVER 480 OR " WHICHEVER TO i UON ON SW SCHED. IS SMALLER �„
<br /> J�� „ f. LIMIT DRAG TRUSS TOTAL DEFLECTION OVER NON-LOAD w
<br /> �' �=31�� TOP PLATES TOP PLATES BEARING SHEAR WALL TO SPAN OVER 480 OR 1 "WHICHEVER IS PRE-ENGINEERED STRUCTURAL SHEATHING SPLICE PER SCHED SMALLER. >
<br /> \` PER PLAN, TYP.
<br /> \ TRUSS PER PLAN SPLICE PER SCHED
<br /> TRUSS PER PLAN ' 1 BOUNDARY NAILING 2X STUDS g. THE DESIGN SHALL BE IN ACCORDANCE WITH LOCAL CODE. N o p
<br /> h. TRUSSES SHALL BE FABRICATED BY AN ESTABLISHED .a w f=
<br /> ,, \ 10d c©3 O.C.,TYP, UON \-- H6, TYP.
<br /> PER PLAN ¢ v
<br /> H2 TYP. 1 2-2X6 FABRICATOR WITH MINIMUM FIVE YEARS OF DOCUMENTED z
<br /> WALL STUDS WALL PER PLAN EXPERIENCE. N v
<br /> PER PLAN N_STRUCTURAL SHEATHING I. INSTALLATION SHALL BE IN ACCORDANCE WITH HANDLING, p o
<br /> /� PER PLAN, TYP. GABLE INSTALLING AND BRACING WOOD TRUSSES, HIB-91,TPI AND v�2X6 16"O.C. / , n ®END
<br /> DETAILS ANSIPI 1-1995.TRUSSESSHALLBESETANDSECURELEVELH2, TYp V NTS AND PLUMB,AND IN CORRECT LOCATION.
<br /> J. CUTTING AND ALTERING OF TRUSSES IS NOT PERMITTED. 0
<br /> BN-10d©4"O.C. TRUSS TO WALL k. GENERAL CONTRACTOR TO PROVIDE WEB BRACING AS
<br /> REQUIRED BY TRUSS MANUFACTURER. '�
<br /> c6
<br /> 2 X 8 VENTED BLOCKING / I. SUBMIT SHOP DRAWINGS OF TRUSSES OF TRUSS FOR
<br /> SIMPSON LTS16 CONNECTION DETAILS APPROVAL TO THE ENGINEER OF RECORD BEFORE
<br /> /\ /// EACH STUD, TYP.
<br /> 10d©4"O.C. N.T.S. FABRICATION. z Q
<br /> m. TRUSS FABRICATOR IS RESPONSIBLE FOR ALL TRUSS TO TRUSS 2
<br /> ��/ SHEET NOTES: CONNECTIONS.ALL CONNECTIONS MUST BE SHOWN ON
<br /> N...:'' /
<br /> �j /I 2, Oft Graphic Scale 10ft HIS/HER PLANS CLEARLY STATING REACTION, HANGER & ¢ DRAWN BY: N.P.
<br /> `` HANGER CAPACITY.ANY CRITICAL NON TRUSS TO TRUSS
<br /> \ - 12 LIMIT LIVE LOAD DEFLECTION TO SPAN OVER 480 FOR RAFTERS, CONNECTIONS MUST BE BROUGHT TO THE ATTENTION OF THE r� DS. BY: N.P.
<br /> 6 3"O.C. JOISTS, BEAMS. ENGINEER OF RECORD IN WRITING. cc
<br /> 10d cLD 4"O.C. 1111111:111:1111 1/4 Inch= 1 Foot = CHK BY: N.T.
<br /> 13
<br /> N 2 DAIM. ROOF STRUCTURAL SHEATHING SHALL BE CONTINUOUS OVER THE 0
<br /> HOLE MAIN FRAMING MEMBERS.A SECOND LAYER OF STRUCTURAL < DATE: 06-19-19
<br /> B201 PER PLA► ACCEPTABLE BLOCKING SHEATHING SHALL BE APPLIED OVER THE ROOF OVERSTACK cc
<br /> \\ /--
<br /> `\\ (OVERBUILD)AREAS. R. TITLE:
<br /> --- TYPES AT EXTERIOR WALLS
<br /> EREFER TO SHEET 7/S4.1 FOR HEADER SCHEDULE. z ROOF FRAMING
<br /> — Scale: N.T.S. u, PLAN
<br /> El TRUSS MANUFACTURER TO PROVIDE WEB MEMBER FOR TRUSSES z
<br /> AT LOCATIONS NOTED ON PLANci
<br /> El' PAGE NO:
<br /> L
<br /> I I _ Him i' WIDTH DEPTH CAMBER0
<br /> MARK SIZE TYPE BASE CONNECTION TOP CONNECTION REMARKS 16 NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD SHALL BE z
<br /> MARK COMBINATION (INCH) REMARKS USED FOR WOOD MEMBERS THAT ARE EXPOSED TO WEATHER(INCHES) (INCHES) 1.8E PSL WITHOUT PROTECTION FROM ROOF SUCH AS BALCONIES, DECKS OR
<br /> HANGER PER PLAN C201 5-1/4"x5-1/4" CB66 ECC66 PORCHES ETC.
<br /> 24F-1.8E WS Prallam
<br /> B201 5-1/2" 15 Glulam-Unbal - - Lu
<br /> MSTA36 EVERYOTHER 5-1/8" 16-1/2" C202 ca
<br /> TRUSS TO BEAM, TYP. B202 - - - - - - - - - - 17 STUDS SHALL BE 2X6 @16 O.C.ALONG THIS WALL. t,, S5
<br /> 4 SECTION BEAM SCHEDULE . COLUMN SCHEDULE
<br /> NTS 4 N.T.S. O N.T.S. COLUMN BELOW, SUPPORTING CITY OF EVERETT o PROJECT #:
<br /> REVIEWED FOR PERMIT F Mallory Contractinc
<br /> THIS FLOOR/ROOF LEVEL. -
<br /> 219-1
<br /> Structural details for this project are for illustration only. They are not drawn to scale unless noted otherwise. Contractor must verify all dimensions before fabrication or construction. Do not scale drawings.
<br /> naga.medikonda 5/13/2019 10:33 AM 2019-05-13 MC 219-1.dwg
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