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<br /> � (V
<br /> KEYNOTES: KEYNOTES: WOOD WOOD . U
<br /> 1 1 .
<br /> - 1. WOOD BEAM PER PLAN 1. CONT DBL uj 2x TOP PL PER"TYPICAL TOP PLATE GENERAL
<br /> 2. (10)16d NAILS EA SIDE OF BEAM SPLICE"DETAIL
<br /> TYP STUD SAWN FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE WHERE BRIDGING INTERFERES WITH MECHANICAL OR OTHER INSTALLATIONS,
<br /> � ° 2 3. KING STUD EA SIDE OF POST SPACING 2. ATTACH TOP PL PER TYP NAILING SCHED, LINO4. HGA10 CLIP EA SIDE OF POST O �'� 3. 2x WOOD STUD WALL PER"TYPICAL WOOD STUD GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST REMOVE BRIDGING AFTER DECK IS IN PLACE AND REPLACE WITH ADDITIONAL N 2 5. SOLID BLOCK BELOW BEAM 1 -�`J WALL CONSTRUCTION"DETAIL COAST LUMBER INSPECTION BUREAU.ALL SAWN LUMBER SHALL BE STAMPED WITH MANUFACTURER SUPPLIED HORIZONTAL STRUT BRACING AT TOP AND BOTTOM U
<br /> 3 4. (2)VERT ROWS OF 16d NAILS AT 2"O.C. INTO THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY. CHORDS.
<br /> M >
<br /> < END OF BEAM
<br /> O 5. WOOD KING STUD(S)PER TYPICAL WOOD STUD DO NOT NOTCH OR DRILL JOISTS, BEAMS,OR LOAD BEARING STUDS WITHOUT PRIOR PROVIDE 2"(NOMINAL)SOLID BLOCKING BETWEEN JOISTS AT SUPPORTS.JOIST
<br /> C) WALL CONSTRUCTION DETAIL.ATTACH DBL GRADE/ SPAN BOUNDARY/ APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. HANGERS AND OTHER MISCELLANEOUS FRAMING ANCHORS SHALL BE AS
<br /> STUDS TOGETHER PER TYP NAILING SCHED THICKNESS USE FIELD NAILING RED INC ARCHITECTS
<br /> ° 5 MATERIALS RATING EDGE NAILING MANUFACTURED BY SIMPSON STRONG-TIE COMPANY OR EQUIVALENT W/CURRENT 1217 J STREET,MODESTO,CA 95354
<br /> 3 O ^ 6. WOOD POST PER PLAN OR TRIMMER STUD(S) 7/16" OSB WALLS/ROOF 24/16 8d AT 6"O.C. 8d AT 12"O.C. FABRICATION AND HANDLING SHALL CONFORM WITH THE LATEST AITC AND ASTM ICC APPROVAL. 209.522.8900
<br /> PER"TYPICAL WOOD STUD WALL STANDARDS.
<br /> CONSTRUCTION"DETAIL 15/32" OSB WALLS/ROOF 32/16 8d AT 6"O.C. 8d AT 12"O.C.
<br /> 4 1 r 4 I 7. WOOD BEAM PER PLAN 1/2" CDX WALLS/ROOF 32/16 8d AT 6"O.C. 8d AT 12"O.C. BOTTOM PLATES(SOLE PLATES) SEAL:
<br /> I 8. A35 CLIP EA END OF HEADER 19/32" OSB ROOF 40/20 8d AT 6"O.C. 8d AT 12"O.C. ALL ENGINEERED WOOD PRODUCTS SHALL BE MANUFACTURED IN ACCORDANCE INTERIOR BEARING AND PARTITION WALLS:BOTTOM PLATES RESTING ON
<br /> 9. CRIPPLE STUDS TO MATCH STUD SPACING 5/8" CDX ROOF 40/20 8d AT 6"O.C. 8d AT 12"O.C. WITH ESR-1387 OR APPROVED EQUAL. CONCRETE OR MASONRY AT NOWSHEARWALL LOCATIONS SHALL BE TREATED
<br /> 7 DOUGLAS FIR. BOTTOM PLATES SHALL BE ANCHORED TO FOUNDATION WITH 1/2"
<br /> Z \ ^ 23/32" OSB ROOF/FLOOR 48/24 10d AT 6"O.C. 10d AT 12"O.C. DIAMETER EXPANSION ANCHORS WITH 3"EMBEDMENT AT 48"ON CENTER MAXIMUM QROFESS/pN
<br /> SAWN LUMBER o s a�
<br /> 3/4"T&G CDX FLOOR 48/24 10d AT 6"O.C. 10d AT 12"O.C. OR 0.145 DIAMETER POWDER ACTUATED FASTENERS WITH 1 EMBEDMENT AT 32 �� �o EPy
<br /> o O SAWN LUMBER SHALL BE DOUGLAS FIR LARCH, NO. UNLESS NOTED OTHERWISE. ON CENTER MAXIMUM.
<br /> U 6 7/8"T&G CDX FLOOR 60/32 10d AT 6"O.C. 10d AT 12"O.C.
<br /> W 1 1/8"T&G CDX FLOOR 60/32 10d AT 6"O.C. 10d AT 12"O.C. S4634 = A
<br /> Q , 2x4 MEMBERS INCLUDING STUDS, BLOCKING,AND TOP PLATES SHALL BE DOUGLAS NAILS EXP: 12/31/2
<br /> U FIR LARCH,STUD GRADE.
<br /> cn 1 ALL NAILS, EXCEPT 16d,SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE.
<br /> A ; 16d NAILS MAY BE SINKERS OR BOX UNLESS NOTED OTHERWISE ON PLANS ORry
<br /> 6x6 POSTS AND LARGER SHALL BE NO. 1 GRADE. SCHEDULES. NAILS SHALL BE DRIVEN SO THAT THE HEADS ARE FLUSH WITH WOOD F OF cpUF�
<br /> 0- SURFACE.OVER OR UNDER DRIVEN NAILS WILL NOT BE ACCEPTABLE. 04/17/2019
<br /> SECTION A GLUE-LAMINATED BEAMS(GLB)
<br /> Z) GLULAM BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4 AT SIMPLE SPAN 16d NAILS HAVE A MINUMUM SHANK DIAMETER OF 0.135"AND ARE 3 1/2"LONG. 10d
<br /> ry BEAMS AND 24F-V8 AT CANTILEVERED AND MULTI-SPAN BEAMS, UNLESS NOTED NAILS HAVE A SHANK DIAMTER OF 0.148"AND ARE 3"LONG.8d NAILS HAVE A SHANK
<br /> Q OTHERWISE,AND SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: DIAMETER OF 0.131"AND ARE 2 1/2"LONG.
<br /> cn WOOD BEAM AT WOOD BEAM %; TYPICAL WOOD HEADER AT WOOD POST 2 SHEATHING REQUIREMENTS •E=1,800,000 PSI CONSULTANT:
<br /> v �y� TDW206 �9.1 TDW202TDW101 •Fb=2,400 PSI BOLTS AND LAG SCREWS
<br /> o •Fc(PERPENDICULAR)=650 PSI ALL BOLTS SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16"LARGER THAN
<br /> o KEYNOTES: KEYNOTES: CONNECTION NAILING •Fc(PARALLEL)=1,650 PSI
<br /> THE DIAMETER OF THE BOLT.
<br /> U) 1 JOIST OR TRUSS BEARING ON PL OR GIRDER,TOENAIL (3) 16d •Fv=265 PSI CUT WASHERS SHALL BE PLACED UNDER BOLT HEADS AND NUTS.SPOIL THREADS
<br /> 1. WOOD STRINGER PER SCHED,STITCH 1. TRUSS BOT CHORD,JOIST,OR RAFTER PER
<br /> w BRIDGING TO JOIST,TOENAIL EA END (2)8d TO PREVENT LOOSENING.
<br /> STRINGER RUN TOGETHER W/16d NAILS AT 8"O.C. PLAN BEAMS SHALL BE MANUFACTURED WITH 2000'RADIUS MINIMUM CAMBER UNLESS
<br /> W STAGGERED _ v 2. SIMPSON"DTC"TRUSS CLIP AT 24"O.C.MAX SOLE PL TO JOIST OR BLKG, FACE NAIL 16d AT 16"OR 3"-8d AT 8"O.C. CAMBER IS SPECIFICALLY NOTED ON THE DRAWINGS.
<br /> 2. WOOD BEAM PER PLAN °° --------- W/(4)8d COMMON TO PL AND(2)8d COMMON TOP PL TO STUD, END NAIL TO EA STUD (2)16d OR(3)3"-8d LAG BOLTS SHALL BE INSTALLED IN PRE DRILLED HOLES 40%TO 70%OF THE [7w
<br /> ~ 3. SIMPSON HU46 HANGER, SLOPE AS REQ'D a TO TRUSS CHORD 4 8d TOENAILS OR 2 16d END NAILS DIAMETER OF THE LAG SCREW AND INSTALLED BY TURNING WITH A WRENCH.
<br /> 4. SHAPED BLOCK W/16d NAILS AT 8"O.C. 4 = 2 3. INTERIOR NON-BEARING WALL STUD TO SOLE PL ( ) ( ) LAMINATED VENEER LUMBER(LVL)
<br /> ENGINEERING SYSTEM SOLUTIONS
<br /> OR(3)3"-8d END NAILS LVL SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: STRUCTURAL•MEP•BUILDING COMMISSIONING
<br /> 5. INTERMEDIATE BEARING WALL PER PLAN � � 4. 2x BLKG W/(3)16d EA END ANCHORS BUILDING RELATIONSHIPS
<br /> 1 6. 8d TOENAIL EA SIDE OF STRINGER 3 STUD TO 3x SOLE PL, END NAIL (2)20d •E=2,000,000 PSI EXCEEDING EXPECTATIONS
<br /> DBL STUDS, FACE NAIL, LINO 16d AT 24"OR 3"-8d AT 8"O.C. FRAMING ANCHORS, HANGERS,AND OTHER MISCELLANEOUS HARDWARE SPECIFIED
<br /> www.es2eng.com
<br /> 7. FLR SHEATHING PER PLAN NOTES: •Fb=2,600 PSI ON PLANS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC gAST,
<br /> 8. LET-IN 2x6 NAILER W/16d NAILS AT 3"O.C., DBL TOP PL, FACE NAIL,LINO 16d AT 16"OR 3"-8d AT 12"O.C. •Fc(PERPENDICULAR)=750 PSI OR EQUIVALENT WITH CURRENT ICC APPROVAL. aID NORTH 29TH EAST,3TE A
<br /> FRAMING PARALLEL TO A. NAILS TO TRUSS ARE NOT TO BE DRIVEN IDAHO FALLS,(20 IDAHO 84
<br /> STAGGERED.AT CONC USE(3)5/8"QI TOP PL, LAPS AND INTERSECTIONS, FACE NAIL (2) 16d OR(3)3"-8d •Fc(PARALLEL)=2,510 PSI PHONE:czos>ssz-9s�a
<br /> 3 ANCHORS W/7"MIN EMBED,THICKEN SLAB NON-BEARING WALL TIGHT.TRUSS MUST MOVE FREELY. INSTALL CEILING JOISTS TO PL,TOENAIL (3)8d •Fv=285 PSI WHERE METAL CONNECTORS,ANCHORS, FASTENERS, ETC.ARE INSTALLED IN OR JOB NUMBER: 17.1019
<br /> AS REQUIRED NAIL IN CENTER OF SLOT CONT HEADER TO STUD,TOENAIL (4)8d EXPOSED TO POTENTIALLY CORROSIVE ENVIRONMENTS OR MATERIALS(I.E.B. 2x4 WALL STUDS AT 16"O.C.SHALL HAVE A (•
<br /> NOTES: MAX HT OF 13'-0".2x6 WALL STUDS AT 16"O.C. CEILING JOISTS,LAPS OVER PARTITIONS, FACE NAIL (3)16d OR(4)3"-8d PARALLEL STRAND LUMBER(PSL) PRESSURE TREATED WOOD, FIRE RETARDANTS, DISSIMILAR METALS, ETC.), `IN-TILL RI-T`ARE RESE-D(0° "'"r.°'"`-""MSYST`°"`°"T'°"`
<br /> 1 SHALL HAVE A MAX HT OF 22'-0" CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL (3) 16d OR(4)3"-8d PSL SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: APPROPRIATE MEASURES SHALL BE TAKEN(I.E.USE OF CORROSIVE RESISTANT
<br /> A. DO NOT OVERCUT STAIR STRINGERS RAFTER OR TRUSS TO PL,TOE NAIL (3)8d •E=2,000,000 PSI METAL, PROPER APPLICATION OF ADEQUATE PROTECTIVE COATING, ETC.)IN ORDER
<br /> B. ADDL INFO PER STRINGER MFR •Fb=2,900 PSI TO PROTECT THE HARDWARE AGAINST DAMAGE THAT MAY ADVERSELY AFFECT ITS
<br /> C. STAIR RISE IN STRINGER NOT TO EXCEED 7" °° BUILT-UP CORNER STUDS, LINO 16d AT 24"OR 3"8d AT 16"O.C. - LOAD CARRYING CAPACITY. REFER TO MANUFACTURER FOR SPECIFIC APPLICATION,
<br /> KING STUD/POST TO HEADER (6) 16d FACE NAIL OR(10) 16d TOE NAIL •Fc(PERPENDICULAR)=750 PSI LIMITATIONS,OR ADDITIONAL REQUIREMENTS.
<br /> = 2 2 KING STUD/POST TO TRIMMER STUD/POST 16d FACE NAIL AT 24"O.C.OR 16d TOE NAIL AT 12"O.C. •Fc(PARALLEL)=2,900 PSI
<br /> MULTIPLE KING STUDS AND/OR TRIMMER STUDS 16d FACE NAIL AT 24"O.C.OR 16d TOE NAIL AT 12"O.C. •Fv=290 PSI PREFABRICATED WOOD TRUSSFakfield
<br /> NOTES: LAMINATED STRAND LUMBER(LSL)
<br /> FRAMING PERPENDICULAR TO A. MIN NAILING SPECIFIED HEREIN SHALL BE PROVIDED LINO ON PLANS, DETAILS,OR GSN.8d COMMON NAILS TO BE LSL SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: INN & SUITES
<br /> 1 NON-BEARING WALL USED. 16d NAILS MAY BE EITHER COMMON OR SINKER MANUFACTURER
<br /> B. NAILING NOT NOTED OTHERWISE SHALL BE PER IBC TABLE 2304.10.1 •NON-SPANNING MEMBERS(RIMBOARD): ALL PREFABRICATED TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER. BY MARRIOTT
<br /> •E=1,300,000 PSI
<br /> =1,700 PSI
<br /> 6 STRINGER SCHEDULE - •Fc b(PERPENDICULAR)=710 PSI DESIGN BOTTOM CHORDS OF ROOF TRUSSES ACTING AS CEILING MEMBERS MUST BE ABLE
<br /> STRINGER RUN STRINGER 8 NON-BEARING PARTITION WALL CONNECTION 3 , MINIMUM NAILING SCHEDULE •FC(PARALLEL)=1,835 PSI TO SUPPORT A 10 PSF NON-CONCURRENT LIVE LOAD PER THE GOVERNING BUILDING
<br /> `S9.1/ TDW203 S91 TDW103 CODE REQUIREMENTS. _
<br /> 4 <7'-0" (1) 1 3/4x11 7/8 LVL AT 16"O.C.
<br /> •Fv=425 P I
<br /> T-0"-10'-0" (2) 1 3/4x11 7/8 LVL AT 16"O.C. •BEAMS AND HEADERS: DESIGN OF TRUSS SHALL BE PER THE LOADS LISTED IN THE BASIS FOR DESIGN.
<br /> 5
<br /> 10'-1"- 13'-0" (2) 1 3/4x14 LVL AT 16"O.C. 1 KEYNOTES: NOTES: •E-1,500,000 PSI
<br /> 13'-1"-14'-6" (2) 13/414 LVL AT 12"O.C. THE TRUSSES SHALL BE DESIGNED TO CARRY ANY ADDITIONAL LOADS DUE TO
<br /> \% 1. WOOD BEAM PER PLAN A. CONTRACTOR MAY SUBSTITUTE SOLID •Fb=2,250 PSI 2. (2) 16d TOENAILS AT EA SIDE OF BEAM OR GT SAWN BEAMS CALLED OUT ON PLAN FOR •Fc(PERPENDICULAR)=860 PSI MECHANICAL UNITS,OVERHEAD DOORS, ROOF OVERBUILTS, UP OR DOWN LATERALOVERTURNING FORCES, ETC...
<br /> STRINGER RUN STRINGER RUN 3. H5 CLIP ON EA SIDE OF GT, LINO BUILT-UP BEAMS AS INDICATED IN THE Fc(PARALLEL)=2,105 PSI Z
<br /> • �
<br /> 4. BUILT-UP STUDS OR POST PER PLAN TABLE BELOW.ALL LUMBER IS DOUGLAS •Fv=505 PSI DESIGN MUST ALSO TAKE INTO ACCOUNT UNBALANCED SNOW LOADS,SNOW 0
<br /> 5. A35 CLIP EA SIDE OF BEAM FIR-LARCH GRADE 2.
<br /> 6. GT PER PLAN DRIFTING, INCREASED SNOW LOADS ON EAVES AND IN VALLEYS, IMPACT LOADS Q
<br /> 4 •WALL STUDS: FROM FALLING SNOW AND ICE, ETC... U
<br /> •E=1,550,000 PSI
<br /> •Fb=2,235 PSI TRUSS MEMBERS SHALL BE DESIGNED FOR COMBINED STRESSES BASED ON THE
<br /> 1 WOOD BEAM SUBSTITUTION •Fc(PERPENDICULAR)=900 PSI WORST LOADING CONDITION.TRUSS BEARING LENGTHS SHALL NOT EXCEED WIDTH
<br /> BEAM CONNECTION AT TOP PLATE •Fc(PARALLEL)=2,170 PSI OF SUPPORTING ELEMENTS AS INDICATED ON PLANS.TRUSS MANUFACTURER
<br /> SOLID SAWN BUILT-UP RESPONSIBLE FOR HANGER SPECIFICATIONS FOR:TRUSS-TO-TRUSS;
<br /> 66 4x4 (2)2x6 •Fv=310 PSI TRUSS-TO-BEAM;TRUSS-TO-LEDGER.
<br /> 7 8 4x6 (2)2x8 STRUCTURAL USE PANELS
<br /> TRUSS BRACING
<br /> 4x8 (2)2x10 STRUCTURAL USE PANELS SHALL BE PERFORMANCE RATED BY THE AMERICAN THE TRUSS MANUFACTURER SHALL INDICATE PROPER BRACING OF MEMBERS AS
<br /> PLYWOOD ASSOCIATION(APA). PANELS SHALL COMPLY WITH ICC ICC ESR-2586, WELL AS BRACING FOR TRUSS ERECTION.
<br /> 2 3 4x10 (2)2x12 EXPOSURE 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.PLYWOOD
<br /> 6x6 (3)2x8 SHALL BE FIVE-PLY SHEATHING.LAY UP PLYWOOD WITH FACE GRAIN INSTALLATION
<br /> -O 6x8 (3)2x10 PERPENDICULAR TO SUPPORTS. PLYWOOD MAY BE ORIENTED PER SHEARWALL
<br /> 6x10 (3)2x12 SCHEDULE.ORIENTED STRAND BOARD(OSB)MAYBE USED AS AN ALTERNATE TO THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE
<br /> PLYWOOD. PROVIDE BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. TRUSSES PER THE TRUSS MANUFACTURER'S RECOMMENDATIONS AND
<br /> STRINGER RUN O PANELS SHALL CONFORM TO THE NOMINAL THICKNESS,SPAN RATING AND MINIMUM SPECIFICATIONS.NO WEB OR CHORD MEMBERS SHALL BE MODIFIED IN THE FIELD
<br /> 4 NAILING PATTERN PER TYPICAL SHEATHING REQUIREMENTS DETAIL UNLESS NOTED WITHOUT PRIOR WRITTEN APPROVAL OF THE TRUSS MANUFACTURER.
<br /> OTHERWISE.
<br /> GIRDER TRUSS CONNECTION AT TOP PLATE PROVIDE ONE PANEL CLIP BETWEEN SUPPORTS SPACED GREATER THAN 16"ON
<br /> CENTER AND TWO PANEL CLIPS BETWEEN SUPPORTS SPACED GREATER THAN 32"
<br /> ON CENTER.AS AN ALTERNATIVE,TONGUE AND GROOVE MAY BE USED OR
<br /> 12 TYPICAL STAIR STRINGER 9 BEAM AND GIRDER TRUSS CONNECTION 4 WOOD BEAM SUBSTITUTION TABLE UNSUPPORTED PANEL EDGES MAY BE BLOCKED WITH 2x FLAT BLOCKING.
<br /> �' TDW210 9. TDW205 TDW104 PREFABRICATED PLYWOOD WEB I-JOIST 0
<br /> PREFABRICATED PLYWOOD WEB I-JOIST/PURLINS SHALL BE DESIGNED, FABRICATED, U-
<br /> AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF ICC REPORT Q
<br /> ESR-1153. Z
<br /> KEYNOTES CONT: KEYNOTES: KEYNOTES:
<br /> ui NOTES: KEYNOTES:
<br /> 7. WOOD TRUSS PER PLAN 1. WOOD BEAM PER PLAN EXTENDS INTO WALL 1. 2x4 BLOCK W/(3) 16d TOENAILS EA END CONNECTIONS AND BEARING MATERIAL SHALL BE DESIGNED AND FURNISHED BY A p
<br /> 8. STRAP TOP PL PER PLAN FULL WIDTH OF STUDS, UNO JOIST MANUFACTURER. Z
<br /> C-) A. FLR JOIST ORIENTATION MAY VARY 1. BUILT-UP STUDS OR POST PER STRAP SCHED 2. 2x4 DIAG BRACE AT 24'-0"O.C.ALONG LATERAL
<br /> 9. A35 EA SIDE WERE HEADER OCCURS 2. WALL STUDS PER PLAN B. HOLDOWNS TO BE INSTALLED PER 2. FLR SHEATHING PER PLAN BRACING PER KEYNOTE 3 W/(3) 16d EA END
<br /> 10. A35 EA SIDE 3. 16d NAILS AT 12"O.C. EA SIDE OF POST MFR RECOMMENDATIONS AND 3. WOOD I-JOIST PER PLAN 3. 2x4 BOT CHORD LATERAL BRACING AT 8'-0"O.C. ADDITIONAL MEMBERS SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL U
<br /> 11. BLOCK BEAM AT TOP PL 4. POST PER PLAN OR TRIMMER STUDS PER SPECS 4. PROVIDE SOLID BLKG AT HOLDOWN MAX(OR PER NOTE A BELOW)W/(2)16d NAILS EQUIPMENT.
<br /> 12. LPT4 AT BEAM TO BLOCK EA SIDE "TYPICAL WOOD STUD WALL CONSTRUCTION"
<br /> Lu LOCATIONS PER PLAN TO EA BOT CHORD ai 0
<br /> rY 13. DBL TOP PL PER TYPICAL TOP PLATE SPLICE DETAIL. PROVIDE SUFFICIENT POST OR 4. PREMANUFACTURED WOOD TRUSSES Z O
<br /> o DETAIL TRIMMER TO MATCH BEAM WIDTH 5. WALL SHEATHING PER PLAN AND SHEARWALL O
<br /> 0 5. 2x STUDS FULL HT EA SIDE OF POST OR 6. SCHEIDHOLDON PER PLAN NOTES:
<br /> .u) TRIMMER. EXTEND STUDS FULL HT OF WALL 7. STRAP AT OPP SIDE WHERE(2)STRAPS 4 1
<br /> E 6. (10)16d NAILS EA SIDE OF BEAM A. LOCATION AND MAX SPACING OF LATERAL
<br /> Q INDICATED ON SCHED BRACING FOR BOT CHORDS PER TRUSS KEYNOTES:
<br /> 2 CALCULATIONS AND SHOP DWGS
<br /> 0 1 1 1. FLR FRAMING AT LANDING PER PLAN REVISIONS:
<br /> v 2. HGA10 CLIP
<br /> 5 2 5 6 3. DBL 2x6 CONT AT STAIR SHAFT
<br /> 4. WOOD POST PER PLAN
<br /> 0 3 75. FLR FRAMING PER PLAN
<br /> 0 4 ^ 6 1 1 7 1 6. WOOD BEAM PER PLAN
<br /> �J 7. WOOD POST ABOVE AS OCCURS PER PLAN
<br /> a� O
<br /> o NOTES:
<br /> A. NOT ALL FRAMING SHOWN FOR CLARITY 1 BLDG DEPT 10/12/18
<br /> �; - REV DESCRIPTION DATE
<br /> SECTION A
<br /> 6
<br /> CONDITION A - BEC3 13
<br /> AM BELOW PL 3 BA PROJECT# 161010
<br /> cm 4 3 4 3 ; 5 TYPICAL TRUSS BOTTOM CHORD LATERAL BRACING 5 PLN PROJECT# 17077
<br /> 1 ( -\ o �9� TDW401 MARRIOTT# 4476
<br /> 71
<br /> Lu2 2
<br /> F- 8 13 10 13 o w PERMIT# -
<br /> w IZ KEYNOTES:
<br /> APN# 058-66-012
<br /> 3,1/2" ,5 1/2" . 1. 16d NAILS STAGGERED AT 8"O.C.AS SHOWN 4
<br /> c- 9 1 �1 2. (3)ROWS OF 16d NAILS AT 8"O.C.AT 14" 4
<br /> MEMBERS OR DEEPER AS SHOWN
<br /> 4
<br /> 5 4 2 L_ 2O ^ 3. PLYWOOD SPACER-3"WIDE BY BEAM DATE: 11/13/2018
<br /> 0 1 of DEPTH(MIN) DRAWN: JK
<br /> Lu
<br /> CHECKED: JM
<br /> :_
<br /> CONDITION B - FLUSH BEAM W/ PL BREAK CONDITION C - FLUSH BEAM W/O PL BREAK 3 3
<br /> (2) 2x MEMBERS (3) 2x MEMBERS 1-� TYPICAL STUD WALL BRACING AT STAIR SHAFT SHEET TITLE:
<br /> STRAP SCHEDULE S9.1
<br /> a, TDW302 TYPICAL WOOD
<br /> o O 7 O 12 MARK STRAP END LENGTH WI FASTENERS UPLIFT CAPACITY(LBS) MIN STUD WIDTH DETAILS
<br /> U
<br /> 0_\ 1 13 10 11 13 ST1 CS16 13"-(11)8d EA END 1705 2x >1/2" 1
<br /> ST2 CS14 16"-(15)8d EA END 2490 2x
<br /> ST3 (2)CS16 13" (11)8d EA END/EA STRAP 3410 2x O O 2
<br /> o O 4 ST4 CMSTC16 20" (25) 16d SINKERS EA END 4585 (2)2x 1 1
<br /> L 2 30"-(33)10d EA END
<br /> 5 ST5 CMST14 6490 (2)2x
<br /> (ALT)26"-(28)16d EA END IV-
<br /> ST6 CMST12 39"-(43)10d EA END
<br /> (ALT)33" 9215(37)16d EA END (3)2x (2) LVL MEMBERS (3) LVL MEMBERS SHEET No.:
<br /> CONDITION D - DROP BEAM W/ PL BREAK CONDITION E - FLUSH BEAM W/O PL BREAK
<br /> co
<br /> L
<br /> 13 BEAM PERPENDICULAR TO STUD WALL 10 TYPICAL HOLDOWNS BETWEEN FLOORS 6 TYPICAL BUILT-UP BEAM AND HEADER
<br /> S9.1S9.1 S9.1 S901
<br /> TDW301 TDW501 TDW201
<br />
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