Plans RECEIVED
' I JUN 10 2008
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11 11 1 I. I I Fro nt Deck/Stair Specifications: o l Ili' 111 i1 ill l � i O
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composite decking. _ ;
2. See Sheet 6G for deck specifications.
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3. Walkway to be 4" deep x 48" wide, 3500 psi c a.
= concrete, broom finish. o
1 4 Concrete will pass under the deck and provid -
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footing for deck. ( � G _00 / .7 o a2
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II i I 5. Set up walkway with 6" x 12" edge on ouierty of Tigard 0
edge under deck. A• . ,� - d Plans I sa
6. Install 6" x 6" wire mesh in walkway.
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;? _ 7. Walkway to connect to entrance driveway.
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Luby OFFICE COPY 060508
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Front Deck Stairs Specifications y 07
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1. Deck Support: 011W
a. 4" x 4" p/t support posts on 8" tall x 12" wide base concrete
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a DN piers set in compacted gravel.
b. front 4 x 10" beam supports all joists at front of deck. L_
c. 4" x 10" beam rests in 2 - HUCQ410 -SDS Hangers 1 o o
d. 4" x 4" p/t posts pass from conrete pier through to deck rail. o f
L- 7' - 2. 2 " x 10" p/t ledger board with 2 - 1/2" x 6" concrete bolts 16" oc. 0 0
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3. 2" x 8" p/t joists 12" oc. 2X blocking. c� 5
4" x 10" beam 4 x 4 posts a. LU -28 Simpson hangers tie joists to beam /ledger. o a)
length of deck at each end 4. Double 2" x 10" p/t exterior band boards both sides - o
5. 1 x 6 Timbertec Composite Decking with Stainless Steel Screws. u
6. Double 2 x 4 cedar railing with wrought iron balisters 4" oc. o 0
7. 2" x 6" cedar railing cap @ 42
8. Simpson ZMax joist hangers all joists /both ends. ED
9. All nails to be galvanized electoplated -0 o
10. Stairs to be 42" wide with 4 - 2" x 12" stringers / , ,� m l i
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060508
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t.. Luby Professional C 041508
Date of Rev.
General Notes: 7540 SW Hermoso Way, Tigard, OR 97223 M
1. This building is a previous residential home that is being converted to office space. 7. Plumbing Changes: q , al
2. The unit is a 2400 sf two level home that will be updated without significant a. Remove and replace entire plumbing system. a O 40
structural changes. b. New water lines to be Wirsbo poly lines. v O
3. Exterior Changes: c. New waste lines to be ABS plastic. o
a. Remove and replace entire roof shingles with 30 year architectural fiberglass d. New electric 40 gal. hot water heater. oC M co
shingles. e. New 1" water line from street. 0, O�
b. Remove and replace any weather damaged sheathing. 8. Septic Tank:
c. Install new LowE Vinyl windows: a. Existing septic tank to be decommissioned per code. 3
d. Install new siding: b. Route new sewer line to existing street sewer line. y
i. Cedar board and batten on the lower level. 9. HVAC Changes:
ii. Hardiboard siding on the upper level. a. New high efficiency gas furnace with zoned damper system. :::64114 ':1C1111:41t:1 O cy e. Rebuild any water damaged eaves and soffits. b. Remove and replace all ducting. O f. Instal l a new concrete driveway. 10. Electrical Changes: ® �. g. Remove and rebuild water damaged decks. a. Remove and replace entire electrical system. `? 4. Interior Changes: b. Outlets and switches to code. ,
a. Remove and replace all sheetrock and insulation (if present). c. Use energy efficient "halogen" bulbs when possible.
b. Use existing wall locations. d. Upgrade service to 200 amps.
c. Remove and replace any dryrot or damaged studs and plates. e. Relocate service panel to meet current code.
d. Enlarge all office doors to 3'0" openings. f. Smoke detectors installed in each office and each hallway.
e. Adjust lower level bathroom wall locations to become ADA Compliant, if g. Smoke detectors to be linked electrically.
required. 11. Insulation:
f. Only the lower bathroom will be defined ADA Compliant. a. Oregon Energy Code: Base Path 1: (2007 Oregon Structural Specialty Code:
g. Upper bathroom will be updated with new fixtures. Table 13 -B) U CD
5. Windows: b. R -38 flat ceilings; R -21 floors (if applicable); R -15 walls; R11 sound isolation _
a. All windows will be LowE vinyl sliding windows. interior walls. RS
b. Windows to conform to existing window sizes. 12. Data /communications: _
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c. Windows will have screens and locking devices. a. Each office will have a minimum of 2 data /2 telecommunication outlets. °M a)
d. Use tempered panels where required. 13. Drywall: u) O
e. All window flanges to be wrapped with "moisture guard ". a. Interior separation walls will use Quietrock 525 sheetrock for sound isolation. O z
6. Doors: b. Ceilings will use 5/8" sheetrock.
a. Exterior doors will be Marvin Commercial grade doors with 3 point locks. c. Exterior walls will use 1/2" 'ceiling' style sheetrock. a
b. Doors will not have any grids. C
c. Interior doors will be Simpson commercial grade doors w /wide ribbed glass. CD
d. All office doors will be 3'0" x 6'8" clear swing doors. J
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Page
Lub Pro C 041508
\ Date of Rev.
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Remove Garage Door y d' N
Save Header Rebuild water damaged w o M N
/Install Commercial Grade ;bathroom walls to ensure C t N te
E ntrance Door %ADA Compliance 00 c
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install Vinyl Window For Office Separation > <
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L ubv Professional Center 041508
Date of Rev.
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a. 4 x 4" pt sup posts on 8" tall x 12" wide base concrete Pa V 03
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_ piers or existing concrete pier pads 5' oc. Z O t) J `.
"' b. 4 x 6" beam supports all joists 16" from front of deck.
`� c. 4 x 4" p/t posts start 16" from ends of deck.
DN 2. 2 x 8 p/t joists 16" oc. 2X blocking. Simpson hangers tie joists to
-- - - — - - — — beam.
' / i 3. Double 2 x 10 p/t exterior band boards side and front
4. 1 x 6 Timbertec Composite Decking with Stainless Steel Screws.
I -� 10' 6" N = 5. 2 x 10 p/t ledger board with 2 - 1/2" x 4" lag bolts 16" oc. C
4 x 6 beam /' 4 x 4 posts 6. Double 2 x 4 sunwood railing with 2 x 2 balisters 4" oc. d.)
length of deck 16" from 7. 2 x 6 sunwood railing cap @ 42" 0 U)
. \ / end 8. 4 x 4 rail posts 42" high - 6' oc with 2 - 1/2" x 6" lag bolts per post (� O
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9. S ZM joist hangers all joists /both ends.
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