HomeMy WebLinkAboutBLD96-00943 Structural Documents - BLD Engineering / Geo-tech Reports - 7/3/1996 SIT`I S & HILL ENGINEERS, INC.
ufessional Engineers and Planners
F.�Y
` STRUCTURAL DOCUMENTS
N H D #684-13
LOT 2B -ALLISON ACRES
BELFAIR, WASHINGTON
FOR:
MR. HIXENBAUGH
(S & H96163)
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EXPIRES JUKE E. :997--
JULY 3, 1996
4924 109th Street SW, Suite A
Mail:2901 South 40th Street, Tacoma, WA 98409-5697
Tel:(206)474-9449 Fax: (206)588-6531
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STRUCTURAL DOCUMENTS
GENE
THE ENCLOSED DOCUMENTS ARE TO BE USED IN CONJUNCTION WITH THE HOUSE PLANS
REFERENCED ON THE COVER. THE"ENGINEERED"OPTION HAS BEEN USED INSTEAD OF
THE"PERSCRIPTIVE METHOD"TO CREATE A LATERAL FORCE RESISTANT SYSTEM IN
CONFORMANCE WITH CURRENT BUILDING CODE REQUIREMENTS. THUS"PERSCRIPTIVE
METHOD"REQUIREMENTS DO NOT APPLY.
PROPER EXECUTION OF THE ENCLOSED DOCUMENTS REQUIRES THAT THE FRAMING AND
CONCRETE CONTRACTOR REVIEW THE DOCUMENTS PRIOR TO PURCHASING MATERIALS
AND INCORPORATE THF'ENCLOSED REQUIREMENTS DURING,NOT AFTER,
CONSTRUCTION.
INTRODUCTION
1.) SHEAR WALL IDENTIFICATION AND REQUIREMENTS
SHEAR WALLS ARE IDENTIFIED BY CIRCLED NUMBERS ON THE REDUCED FLOOR PLANS
ATTACHED. THESE WALL SECTIONS HAVE REQUIREMENTS SUCH AS HOLDOWNS AND/OR
ANCHOR BOLT SPACING WHICH ARE NOT GIVEN IN CONVENTIONAL FRAMING
REQUIREMENTS IN THE CODE. THE REQUIREMENTS FOR EACH WALL ARE GIVEN ON THE
ATTACHED SHEAR WALL SCHEDULE, FOOTNOTES TO THE SCHEDULE AND THE
APPLICALBE DETAIL GIVEN IN THE COMMENT COLUMN OF THE SCHEDULE. THE DETAILS
ARE ATTACHED AT THE END OF THE DOCUMENTS. THE / AT EACH END OF EACH SHEAR
WALL ON THE REDUCED FLOOR PLANS INDICATES HOLDOWN LOCATION.
2.) ROOF AND FLOOR FRAMING REQUIREMENTS
THE REDUCED ROOF FRAMING PLAN AND 2"m FLOOR FRAMING PLAN ATTACHED
CONTAIN NUMBERS IN TRIANGLES REFERING TO CERTAIN LOCATIONS ON THE FRAMING.
THESE NUMBERS CORRESPOND TO THE NUMBERS ON THE STRUCTURAL NOTE SHEET
BEHIND THE SHEAR WALL SCHEDULE. THESE NOTES CONTAIN REQUIREMENTS SUCH AS
STRAPS AND BLOCKING WHICH ARE NOT GIVEN IN CONVENTION FRAMING
REQUIREMENTS IN THE CODE.
NOTE: DETAILS ARE PROVIDED FOR BASEMENT WALL AND CANTILEVER RETAINING
WALL AT BACK OF HOUSE BY GARAGE. SEE REDUCED FRAMING PLANS FOR BEAMS
REQUIRING UPSIZING.
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PIRES: 6/08/97
SITTS&H!LL ENGINE!~R. '�� '"a« `5"+ r j , Job No. 96163
Project-NHD 0684-t3 '' =~- ,, �,k- ° 7/3196
By:SWnlm ConKin 2 OF J 5'
j4CHE FOR TYPICAL RIDGE AND VALLEY DETAILS,
Z. PROVIDE R~� S r TtIG ON TRUSSES BELOW ALL OVERFRAMING.
' 0, INSTALL HURRICANE CLIPS AT EVERY TRUSS OR RAFTER OR PER TRUSS F
MANI�AGTUF�ER INSTRUCTIONS.
4. EXTEND'GARAGE DOOR HEADERS BEYOND OPEN114GS TO CORNERS OF GARAGE AND TO
MIDPOINTS BETWEEN DOORS. NAIL EXTERIOR SHEATHING TO BEAM ENDS WITH 8d NAILS(m 3"ON CENTER PT
SHEATHING EDGES, BEAM EDGES AND INBETWEEN EDGE NAILING. CONNECT HEADER ENDS
TOGETHER BETWEEN DOORS WITH SIMPSON LSTA15 STRAP.
5. CONNECT EXTERIOR SHEATHED SOFFIT TO PORCH BEAM AND WAIL TOP PLATES PER DETAIL
3C ATTACHED.
6. CONNECT BOTTOM CHORD OF GABLE END TRUSSES TO WALL TOP PLATES BELOW WITH SIMPSON
A34 FRAMING ANCHORS AT 3'O.C.
7. CONNECT BOTTOM CHORD OF GIRDER TRUSS TO WALL TOP PLATE WITH SIMPSON MTS20 TWIST$TRAP.
8. CONNECT BEAM TO WALL TOP PLATES THESE 2 LOCATIONS WITH SIMPSN MST60 STRAP.
9. STRAP SPICES IN TOP PLATES THIS AREA WITH (2) MSTA24 SIMPSN STRAPS. 6 :;
10. STRAP SPICE IN RIM JOIST THIS LINE WITH (2) 31MPSON MSTA36 STRAPS. CONNECT RIM JOIST
TO SILL PLATE ON CONCRETE WALL WITH SIMPSON A34 FRAMING ANCHORS AT 2' O.C. i
11. CONNECT 1ST FLOOR WALL BOTTOM PLATE TO SILL PLATE AT GARAGE WITH (2) MSTA36 STRAPS. «ir
CONNECT RIM JOIST TO WALL TOP PLATES AT BASEMENT WALL AND WALL BOTTOM �►'"
PLATE AT 1 ST FLOOR WALL WITH SIMPSON A34 FRAMING ANCHORS AT 6"O.C. FOR A DISTANCE r
OF 5' FROM GARAGE (IE (24)TOTAL A34 CLIPS.
12. SEE ATTACHED DETAIL DI FOR BASEMENT WALL.
13. SEE ATTACHED DETAIL 6 FOR CANTILEVER RETAINING WALL DETAIL. ADJACENT GARAGE
WALL IS NOT RETAINING WALL SINCE SOIL IS ON BOTH SIDES. CONTINUOUS SPREAD FOOTING
DETAIL IS ADEQUATE FOR STEP WALL THIS LOCATION USING#4 @ 12"O.C. HORIZONTALLY
AND#4 @ 18"O.C. VERTICALLY.
14. CONNECT SPLICE IN JOIST THIS LINE WITH (2) SIMPSON LSTA18 STRAPS. CONNECT FLOOR
SHEATHING TO JOISTS THIS LINE WITH 8d @ 3"O.C. PROVIDE BLOCKING AT ALL PANEL EDGES
THIS AREA. NAIL SHEATHING TO PANEL EDGES AND BLOCKING WITH 8d c@ 3"O.C.
15. PROVIDE ANCHOR BOLTS AT 1'-0"O.C. THIS WALL.
16. MINIMUM GRADE OF WOOD ASSUMED FOR BEAMS, JOISTS AND RAFTERS(VISUALLY GRADED PER WCUS,
WWPA):
HEM FIR NO. 2 OR BETTER UNLESS OTHERWISE NOTED ON ATTACHED REDUCED FRAMWG PLANS.
GLULAM BEAMS SHALL BE Fb=2200 PSI
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SIFTS & HILL ENGINSPS IWC. Job No. 96163
MM 4694—Is 7/3/96
ra CoT111 f rrr 1' OF
,s WALLSCHEDbLE
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Nailing Bolt Spacing Comments
Sole Piate Naing
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17/16"Qt �, C4pd 4"o.a..., HD2A OR A.B. 1'6"O.C. SEE DETAIL 1 E OR 1 K
OF 15/32"PLWD' HPAHD22,
Side...
2 7/16w OSB
or 15/32"PLWD 10d @ 4"o.c. HD2A OR'' A.B.Q r-0"O.C. SEE DETAIL 1 A OR 1 J
One Side HPAHD22,
FOOTNOTES TO SHEAR WALL SCHEDULE:
(1). ALL EXTERIOR WALLS NOT INDICATED ABOVE SHALL BE COVERED WITH , 15/32"CDX PLWD}
OR 7/16"OSB APA RATED SIDING AND SHALL BE NAILED W/MINIMUM 6d NAILS AT 6"O.C.
AT PANEL EDGES. ALL EXTERIOR WALL SHEATHING SHALL BE NAILED IN FIELD OF PANEL TO
FRAMING AT 12"O.C.
(2). MINIMUM 2 ANCHOR BOLTS PER WALL.
(3). ALL HARDWARE SHALL BE SIMPSON BRAND OR EQUAL.
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PIRES: 6/08/97
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PANEL EDGE I W/ 10d O 11'O.C. SHEAR WALL NAIL TAC04 j i_ ADJACjM SIUO W/tpd
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THRU STUDS HOEDOWN Rt0'D BOTH I I
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NOTE 1 O SPACING B' Hoak 7/8
HOtOA �) 7/B' 1 7/8',
WY SUBSTITUTE:
ET EPDXY-11E B'T 9NPSON Of SANE OV AEIER AS HEY HEAD BOLT,
SHEAR WALL DETAIL W/ SIMPSON HOLDOWN SHEAR WALL.DETAIL W/
HD2A HMA, HD6A, HD8A, HD10A @ -SILL PLATE �� SIMPSON HPAHD22 @ SILL PLATE
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IS DOOR OR VWOOW ATIAMO O L STUD ALL COCLS In
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PAfCL EDC( i IDCES NAIL STUDS 10 ADJACENT SHCARWAII SHCAIHINC CONI. X
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NAIL SP{LV1C I I S1 100 O 12'O.C. (ROW TOP PM Of WALL WAR WAIL
I PANEL CDC( 10 SILL PLATE. IF NOT, SICATHYIG
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•1.1 PLATES SAX
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EDGES Of SHEARWALL 'I 1 SOL[PLATE PLATES SAYE AS EDGE FLOOR
NAILING 10 S1U0S: 1•j _
MAILK O Sif'"ALL HALING SNEAll
(11) IBd O HPAHD22 •i.I - -
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SPACING�- YAY SUBSIIIUIL:
I)L SSTB ANCHOR BOLT BY SIYPSOL 9Z(AS INKOWED PER NOL00117A
SHEAR WALL DETAIL W/ SIMPSON SHEAR WALL DETAIL W/ SIMPSON HD2A, HDSA, HD6A, HDBA
�PAHD22 Q FLOOR SUPPORTED BY FOUNDATION E & HD10A ® BOT. PLATE ® FLR. SUPPORTED BY FDN WALL
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SITES & HILL ENGINEERS INC. Job No.,
Project: 620/96
,By: Sandra Conklin
8d 0 6" O.C.
ROOF ROOF SHEATHING;
SI ICATI ZINC / FXTFND TO CBVFR
/ FRAMING BELOW
OVERFRAMING.
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RAFTERS OR
TRUSS
RAFTERS OR � _
TRUSS : _
CONNECT CONTINO0US 2X
2x CONTINUOUS TI IRU.ROOF SI ICATI IING TO
TRUSS`RAFTER BELOW
WITH �)•, 16dI.NAILS
OPTION 1 . .
1 Od P 6" O.C. —8d Pn. 6" O.C.
ROOF '
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EXTEND TO COMER
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RAFTERS OR
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BLOCKING MAN
OPTION 2
A TYPICAL VALLEY DETAI
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8d @ 6" O.C.
ROOF SHEATHING
RAFTERS OR 2x SOLID BLOCKING OR 9
TRUSS RIDGE BEAM AS REQUIRED Asx..1
TYPICAL IIIP DETAIL
N.T.S 20473
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FIRES: 6/08/97
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Project: NO 684 B 7/3/9b
By'! §�rndr� Conklin Of
CANTILEVER RETAINING WALL"SCHEDULE
POM41ONS REINFOACM
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Scale 1" = 40'
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