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STRUCTURAL 1D T4ILS FOR N e 'No4 ‘ lA
GUARDRAILS AND," 4NDR4IL5 AT
RESIDENTIAL ENTRY FORCHEG,
Prepared for:
Quail Hollow South
Homeowners Association
Site address:
Quail Hollow South
SW Kingston Place
Tigard OR
Date:
30 -Se -OS
PRO
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Western Arch. Project No sib E 'er'
O8-316, �--- I. ON
II- -1, 27 7 199 Jo.
° W. CRP`
EXPIRES- 12 -Mr2
04:1 " O � � t' Prepared by Edward W. Crabaugh, P.E.
� , � ��� � ����� � 6' � ;�,,,� � Western Architectural
` , 10220 SW Greenburg Rd., Suite 125
WESTERN ARCHITECTURAL,
BUILDING SCIENCE CONSULTANTS Portland, OR 9 (503) 2c�1 - 0(0 &5 _
CONTENT5
scope or work N -1
structural notes N -2
structural details / constr. documents S - thru 5 - 1
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Quail Hollow South 30- Sep -OS
WESTERN ARCHITECTURAL
BUILDING_SCIENCE_CONSULTANTS__ _— _ contents
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SCOPE OP WORK
The scope of structural engineering services provided by Western
Architectural (W.A) in this document package is strictly limited to:
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1. Construction details for new guardrails and handrails required to replace
existing demolished as part of dry rot repairs. New rails conform to
2000 5C sect. 1012 ht 1013 / 2001 OSSC sect. 8311.5.6.
VRA. gigPf ,4477 14 0E3-310 EC
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3� c x Quail Hollow South 30- Sep -08
WESTERN ARCHITECTURAL 1
scope of work N -1
STRUCTURAL NOTES
Existing Conditions:
Contractor shall verify all existing conditions, dimensions
and elevations, and notify the eno,ineer of any discreo-
ancies from conditions shown in the drawings prior to
starting work.
Temporary Shoring:
Contractor shall be responsible for any temporary shoring
required to provide stability during the course of work.
Sawn Lumber:
All g uardrail posts shall be pressure treated Hem - Fir or Doug - Fir, No. 2 or better.
Nails and Fasteners:
All nails shall be common nails with min. Fyb = 90 ksi.
411 bolts and threaded rods shall be 4301 or better.
Pre -drill 10% of shank diameter For all lag screws.
All mfrd metal connection hardware shall be by Simpson Strongtie UNO
and installed per specifications provided by manufacturer.
r z k V2.43AA, 4 Viet. 1 Quail Hollow South 30 - Sep -
WESTERN ARCHITECTURAL
structural notes N -2
BUILDING SCIENCE CONSULTANTS
1
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. WESTERN ARC I1 TEC Ii URAL JAN
BUILDI G SCIENCE CONSULTANTS
,t is
SIDING: REMOVE AS
NEEDED FOR REPAIRS I "Z" FLASHING -
' I (E) WALL ' , REMOVE HARDIE
Ig PLANK SIDING TO
(E) WRS - • IE , INSTALL 6" L AGK
. �;. LEG FLASHING
8" SAN OVER FLASH'O ig
E3 � BED IN SEALANT
UP UNDER UJR
ABOVE `..
HOLD NARDIEPLANK -\--- '' , :,rr
SIDING 2" FROM DECK �" ill '
SNORE DECK t REMOVE •
(E) DECK LEDGER ,; Cull SAM
INSTALL NEW "Z" METAL
FLASHING ABOVE (N) SAM .
SIDING LAP NEW SAM . IN .
AND INSTALL NEUJ
P k.' AI, LEDGER ,,
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, Z N. - a I 2" LAP
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2 x 12 LEDGER WI (3)16d ;; "`' P ,_
1CS" o.c. AND 1) 4 -1/2" LONG
LAG SCREW . 6 16" o_c
5IMPSON LUS2 `
JOIST HANGERS (E) WRB
- (W "Z" METAL
(N) "Z" METAL FLASHING —
FLASHING
NOTE:
ALL FLASHING SHALL
BE 24 GAUGE GALV.
51-1T. MET.
SEALANT; TRENCO
DYMONIO FC
64r FORTIFLASH
TYPICAL !DECK LEDGER FLASHING
JOB NO, 05-3I DIRAI,UINCn NO.
ARCHITECTURAL DATE:SFF T 30,200a ,k r , ;as.
10220 S,UJ, GREENBURG ROAD X125
PORTLAND, OREGON 'S1223 503 / 29 1- 0665 FAX 503 / 25`1 -0151
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Quail Hollow South 30-Sep-O&
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GUARDRAIL POST DETAIL ! 5-3
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