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LEGEND. __ -=
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<br /> WALL AND/OR LOAD =
<br /> BEARING WALL SUPPORTING/BELOW
<br /> THIS FLOOR/ROOF. PSE
<br /> /////// SHEAR WALL AND/OR LOAD Consulting
<br /> 0 © © 0 0 0 0 0 8.3 CI BEARING WALL ABOVE THIS FLOOR. Engineers, Inc.
<br /> www.structure1.com
<br /> ;!;•;.;•;.;.;.; SHEAR WALUBEARING WALL Klamath Falls Office
<br /> BELOW AND ABOVE THIS
<br /> / 4'-4" / 9'-0" _ - 4 _1 z 250 Main
<br /> „ 45'-'�" ' " FLOOR. Klamath Falls, Oregon
<br /> `� 97601
<br /> 22 -11 ADDITION BY PREVIOUS OWNERS 4 �? 12'-4" ORIGINAL -IOUSE / / w
<br /> / gith / Ct W / NON-LOAD BEARING WALL z Phone:
<br /> (541) 850-62330
<br /> IST60 C102 MST60 C201 a- C102 BELOW THIS FLOOR. v
<br /> NW . co ® w info structure1.com
<br /> `� NON-LOAD BEARING WALL z Medford Office
<br /> ' �'�'�'�' �'�'�'�'�'�' �!�! �!�! t'�!;!:!%!;!�!�!�!�! %!�!:!�!� '�_, H2 :!:!:!:!:!;5 • \\\\\\\\\\\\\\\a\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ ON z 836 Mason Way
<br /> x ® ::------------------
<br /> ABOVE THIS FLOOR.
<br /> c) Medford OR. 97501
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<br /> Phone: (541)858-8500
<br /> �— — C101 j1 —,� / MO
<br /> CI) ® BEARING AND FULL HEIGHT STUDS o� Fax: (541)776-4663
<br /> � PER HEADER SCHEDULE. infomd©structure1.com
<br /> s1 1 I g C101 cn
<br /> S4.1 DISCONTINUOUS COLUMN SUPPORTING z
<br /> s THIS FLOOR/ROOF. Licensed In
<br /> ' 48 States!
<br /> o I o COLUMN BELOW AND o
<br /> El m = (75
<br /> C101 3 COLUMN ABOVE THIS FLOOR. a
<br /> i S4,1 1
<br /> zes:
<br /> ID 10
<br /> LightGauge Steel, Straw Bales,
<br /> N n INDICATES SHEET NOTES. I- Bamboo, Log, Timber/Wood,
<br /> 33
<br /> c� �;� 34 Q, a' Structural Insulated Panels/SIPS,
<br /> ,. �--- Masonry, Steel, Concrete,
<br /> in lg �; 1 Cn INDICATES COLUMN MARK, w Modular Homes/Factory Built
<br /> 54.1 Y SIMPSON = REFER TO COLUMN E... Housing ( FBH ), ICF, Shipping
<br /> .. T ECCLQ-SDS2.5 — CI) SCHEDULE. Containers, and many morel
<br /> Commercial or Residential.
<br /> HANGER C101 HDNn INDICATES HOLD-DOWN = And Green/Sustainablel
<br /> = L C201 4 C102 MST60 MARK, REFER TO HOLD .
<br /> 111 C102 S4.1
<br /> B101 I -DOWN SCHEDULE. Project.
<br /> LL. it © I' I_ _ = = O L. • /V//////////f7/.I f l l)111 1�1�711 11 11111 1111 11 1131)31111 111 13 T))1111 r 4!) x
<br /> M ® I ' �' �_ A '� INDICATES SHEAR
<br /> LJ
<br /> a I 1 1�'� N D WALULOAD BEARING WALL Jason & Lindsay
<br /> 0
<br /> • MARK, REFER TO SHEAR
<br /> 35 �sT6o IIII_111
<br /> 1 1 C101 m N "' Laigo Remodel
<br /> H1 ;l C10 I 35 WALL SCHEDULE 1/S2. z
<br /> �� ' L-� 4 - - IQ Ir _ _ _ 0) n NUMERICAL VALUE, 1,2, 3 ETC.• O
<br /> 14'-0" 4 11- - - - - - -
<br /> 11 �.,, I C, ERF. >-
<br /> c \' I 1i "
<br /> _ DOUBLE JOISTS ' I I 1 ►;.` 16-3 0 Address
<br /> _ C102 m C101 r I I I 7 N.
<br /> © E 2216 Chestnut St,
<br /> c101 ,r _ _ _� r_I__ �.,. 1g SKEET NOTES:
<br /> 35•
<br /> � _ _ _ _ _ I s4.1 Everett, WA 98201
<br /> P ERFpai
<br /> r J L J \ j 0 REFER TO S1 FOR STRUCTURAL GENERAL NOTES o
<br /> b el 1 �_ 1 AND TO SECOND FLOOR DETAIL SHEETS FOR a
<br /> = 8&12 32'-6" 4 1 I 32 33 I C101 CONSTRUCTION DETAILS. O Owner / Client:
<br /> � I x
<br /> d' •i I —1 O N
<br /> ;.; 1 1 = m = El VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL z
<br /> 2 s2� 1
<br /> S4.1 ':' i 35 [ _ _ I I DRAWINGS. DO NOT SCALE DRAWINGS. Li Mallory
<br /> j; k _ s ..; :.;: _ . 1 . -I 1 i ❑3 PROVIDE MULTIPLE STUDS UNDER BEAMS OR Contracting
<br /> o� i i I I I TRUSSES TO MATCH WIDTH OF SUPPORTED MEMBER, m 1
<br /> C101 S 1 I TYP. STUDS SHALL BE CONTINUED IN LOWER FLOORS O
<br /> AND/OR CRAWL SPACE TO FOOTING,TYP. F- /
<br /> • I I I '
<br /> • �+ ClC101.� 1 S4.1 TYP. �I - -JMST6O
<br /> 2
<br /> E PROVIDE SOLID BLOCKING UNDER POSTS AND6 Vi I •
<br /> S5 `____._.__.____________________ . _ _ MULTIPLE STUDS TO TRANSFER LOADS TO
<br /> ry
<br /> ----- H2 (H) `* POSTS/STUDS BELOW.
<br /> Aie .
<br /> C ® MST60 ® 5 LAY FLOOR AND ROOF STRUCTURAL PANELS WITH ( P. ,
<br /> / 15'-0" 35 w m— MST60 7,_6„ S 1A 22' ; INAL -MUSE SHEET NOTES: SHEET NOTES: E THE LONG DIMENSION AT RIGHT ANGLE TO ( v r ;.,_ ,f
<br /> 2 / wr-De C102 / SUPPORTS AND CONTINUOUS OVER TWO OR MORE
<br /> S5 19 ROOF STRUCTURAL SHEATHING SHALL BE RIWOOD TRUSSES BY OTHERS AT SPACING NOT TO SPANS. 41"t33
<br /> CONTINUOUS OVER THE MAIN FRAMING MEMBERS.A EXCEED 24"O.C.. �'
<br /> SECOND LAYER OF STRUCTURAL SHEATHING SHALL a. FABRICATE, SUPPLY AND ERECT WOOD TRUSSES E FLOOR SHEATHING SHALL BE 3/4"OR MORE THICK z/ 4` .�t� '~
<br /> „ „ w k7NA2.
<br /> BE APPLIED OVER THE ROOF OVERSTACK AS SHOWN ON THE DRAWING AND AS SPECIFIED. APA T&G PLYWOOD OR OSB WITH 48"/24"SPAN /v/ Tz ,,
<br /> OUPPER FLOOR/LOWER ROOF FRAMING PLAN (OVERBUILD)AREAS. WORK TO INCLUDE ANCHORAGE, BLOCKING, RATING. USE 8d c�4"O.C. (BN)AT EXTERIOR WALLS �z rx;r,rs; O` /2izo 2/J
<br /> Scale :APPROXIMATE SCALE 1/4"= 1'-0" REFER TOCURBING, MISCELLANEOUS FRAMING AND AND INTERIOR SHEAR WALLS. 8d cLD6 O.C. (FEN) -
<br /> DO NOT SCALE THE DRAWINGS 20 SHEET 7/S4.1 FOR HEADER SCHEDULE. BRACING. ALONG PANEL EDGES AND 8d© 10"O.C.AT
<br /> b. GENERAL CONTRACTOR TO VERIFY ALL INTERMEDIATE SUPPORTS, UON. MINIMUM z
<br /> 0
<br /> 21 TRUSS MANUFACTURER TO PROVIDE WEB MEMBER DIMENSIONS SHOWN ON PLANS AND TRUSS PENETRATION IS 1 5/8"INTO FRAMING. USE GLUE. rJ �►
<br /> FOR TRUSSES AT LOCATIONS NOTED ON PLAN PROFILES WITH ARCHITECTURAL DRAWINGS AND a o
<br /> IN FIELD WITH WALL LAYOUT PRIOR TO 07 ROOF DRAINAGE SHALL BE DIRECTED AWAY FROM
<br /> 22 NATURALLY DURABLE OR PRESERVATIVE-TREATED FABRICATION. DIMENSIONS SHOWN ARE FOUNDATION. o
<br /> WOOD SHALL BE USED FOR WOOD MEMBERS THAT APPROXIMATE AND ARE FOR BID PURPOSES
<br /> Fc
<br /> ARE EXPOSED TO WEATHER WITHOUT PROTECTION ONLY. ® ROOF SHEATHING SHALL BE 5/8"THICK APA
<br /> FROM ROOF SUCH AS BALCONIES, DECKS OR c. TRUSSES SHALL BE DESIGNED TO WITHSTAND PLYWOOD WITH 24"/16"SPAN RATING. USE 8d©4" o
<br /> PORCHES ETC. THE LOADS SHOWN ON THESE DRAWINGS AND O.C. (BN)AT EXTERIOR WALLS AND INTERIOR SHEAR a
<br /> THE FOLLOWING ADDITIONAL LOADS: WALLS. 8d©6"O.C. (REN)AT PANEL EDGES AND 8d© w
<br /> Fl FIELD GLUE FLOORS TO ALL SUPPORTS AND T&G • ADDITIONAL LOADS AT VALLEYS AND HIPS. 10"O.C.AT INTERMEDIATE SUPPORTS, UON. MINIMUM F
<br /> EDGES PER APA,AFG-01. FRAMING SHALL BE FREE • DRIFTED SNOW AT VALLEYS, PARAPETS, PENETRATION IS 1 5/8"INTO FRAMING. cnn
<br /> OF SURFACE MOISTURE AND DEBRIS PRIOR TO AROUND ROOF EQUIPMENT AND OTHER w
<br /> GLUING. LOCATIONS PER LOCAL CODE. E NOT USED �' w
<br /> • EQUIPMENT WEIGHT AS SHOWN ON THE ROOF ad PROVIDE SOLID BLOCKING BETWEEN JOISTS AND FRAMING PLAN. 10 ALL EXTERIOR WALLS SHALL BE TYPE 6 PER SHEAR v o 0
<br /> 24
<br /> RAFTERS AT ALL SUPPORTS. d. TRUSS SHALL HAVE WEB MEMBERS AT ALL WALL SCHEDULE UNLESS OTHERWISE NOTED ON , = aF
<br /> INTERMEDIATE BEARING POINTS SUCH AS PLANS. O v) v
<br /> 25 JOISTS UNDER AND PARALLEL TO NON-LOAD- SHOWN ON THE TRUSS PROFILES/LOADING
<br /> BEARING PARTITIONS SHALL BE DOUBLED AND DIAGRAM DETAILS. 0NOT USED p w
<br /> NAILED TOGETHER OR BLOCKED AT 2'-0"ON e. LIMIT TRUSS TOTAL DEFLECTION OVER o N c'
<br /> CENTERS. PARTITION WALLS TO SPAN OVER 480 OR i", o�.
<br /> IX
<br /> 26 JOIST AND RAFTER FRAMING FROM OPPOSITE SIDES WHICHEVER IS SMALLER o
<br /> OVER BEARING SUPPORTS SHALL BE TIED BY f. LIMIT DRAG TRUSS TOTAL DEFLECTION OVER
<br /> NON-LOAD BEARING SHEAR WALL TO SPAN OVER
<br /> LAPPING WOOD OR METAL SPLICE. 480 OR 1-4"WHICHEVER IS SMALLER.
<br /> 27 PROVIDE TWO ADDITIONALg. THE DESIGN SHALL BE IN ACCORDANCE WITH
<br /> FLOOR JOISTS UNDER LOCAL CODE. z
<br /> BATHTUBS OF 30"X60"DIMENSION. SISTER THE h. TRUSSES SHALL BE FABRICATED BY AN
<br /> ADDITIONAL JOISTS WITH ORIGINAL JOISTS. FOR ESTABLISHED FABRICATOR WITH MINIMUM FIVE z
<br /> Oft Graphic Scale 10ft LARGER BATHTUBS/JACUZZI, INCREASE THE YEARS OF DOCUMENTED EXPERIENCE. can
<br /> ADDITIONAL JOISTS ABOVE BY ONE JOIST FOR EACH I. INSTALLATION SHALL BE IN ACCORDANCE WITH d DRAWN BY: N.P.
<br /> 16"OF INCREASE IN BATHTUB WIDTH OR LENGTH z HANDLING, INSTALLING AND BRACING WOOD DS. BY: N.P.
<br /> BEYOND THE 30"X60"DIMENSION.
<br /> 1/4 Inch= 1 Foot TRUSSES, HIB-91,TPI AND ANSI/TPI 1-1995. rx
<br /> 28 IF HEAVY FURNITURE, SUCH AS GRAND PIANOS, OR TRUSSES SHALL BE SET AND SECURED LEVEL x CHK BY: N.T.
<br /> AND PLUMB,AND IN CORRECT LOCATION. G
<br /> OTHER HEAVY ABOVE NORMAL/TYPICAL APPLIANCES, J. CUTTING AND ALTERING OF TRUSSES IS NOT DATE: 06-19-19
<br /> MARK SIZE TYPE BASE CONNECTION TOP CONNECTION REMARKS CONTACT FOR FOR REVIEW PRIOR TO INSTALLATION. PERMITTED. =
<br /> WIDTH DEPTH CAMBER
<br /> MARK COMBINATION (INCH) REMARKS k. GENERAL CONTRACTOR TO PROVIDE WEB
<br /> 29 LIMIT LIVE LOAD DEFLECTION TO SPAN OVER 480 FOR a TITLE:
<br /> (INCHES) (INCHES) C101 4x4 DF-L#2 CB44 ECC44 _ JOISTS, RAFTERS, BEAMS, FLOOR TRUSSES AND ALL BRACING AS REQUIRED BY TRUSS o UPPER FLOOR/
<br /> 24F-1.8E WS STRUCTURAL MEMBERS. MANUFACTURER. z
<br /> B101 5-1/2" 15" Glulam-Unbal - - C102 6x6 DF-L#2 CB66 ECC66 I. SUBMIT SHOP DRAWINGS OF TRUSSES OF TRUSS LOWER ROOF
<br /> 5-1/8" 15" HOLDOWN CAN BE INSTALLED ON EITHER SIDE OF FOR APPROVAL TO THE ENGINEER OF RECORD FRAMING PLAN
<br /> B102 5-1/8" 16-1/2" 24F-1.8E W5 30 BEFORE FABRICATION.
<br /> Glulam-Unbal - - C103 _ - - - - WALL CORNERS AT CONTRACTOR OPTION.
<br /> m. TRUSS FABRICATOR IS RESPONSIBLE FOR ALL w
<br /> B103 4 10 DF-L#2 31 MST60 AT BUILDING CORNERS. TRUSS TO TRUSS CONNECTIONS.ALL A PAGE NO:
<br /> CONNECTIONS MUST BE SHOWN ON HIS/HER ¢
<br /> 32 lip TJI 210 FLOOR JOISTS @ 16"O.C. PLANS CLEARLY STATING REACTION, HANGER& N
<br /> COLUMN SCHEDULE HANGER CAPACITY.ANY CRITICAL NON TRUSS
<br /> TO TRUSS CONNECTIONS MUST BE BROUGHT TO A
<br /> N.T.S. COLUMN BELOW, SUPPORTING 33 lip TJI 210 FLOOR JOISTS© 16"O.C.W/ THE ATTENTION OF THE ENGINEER OF RECORD
<br /> BEAM SCHEDULE 0
<br /> THIS FLOOR/ROOF LEVEL. SIMPSON ITS2.06/11.88 HANGER ONE END. IN WRITING. S4
<br /> 34
<br /> N.T.S. ilk TJI 210 FLOOR JOISTS© 16"O.C.W/
<br /> SIMPSON ITS2.06/11.88 HANGER BOTH END. CITY OF EVERETT 8 PROJECT #:
<br /> r: STUDS SHALL BE 2X6 @16"O.C.ALONG THIS WALL. REVIEWED FOR PERMIT Q
<br /> Mallory Contractinc
<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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