Plans Approved plans
LIABILITY shall be on lob site.
The City of Tigard and its
pmpioye for
discal4 noept be 75 SW ASH DR TIGARD, OR 97223
responsible fo.r discre anc~ `
PROPERTY
which may appear herein, DAMAGE
SOLUTIONS —
DESCRIPTION OF WORK: GENERAL NOTES: DRAWINGS: 2BSO SN CEDAR HELLSBLVO SUITE 106
BEAVERTON,OREOON 970051354
CONTACT:CHRISTOPHER NESTLERODE
• REPLACE DAMAGED ROOF TRUSSES,SHEATHING.AND ROOFING -VERIFY ALL DIMENSIONS AND AO-TITLE SHEET PRONE swim ELI ORO3PORI YNON
• REPLACE DAMAGED FINISHES CONDITIONS.CONTACT Al -FLOOR PLAN
DESIGNER IF THEY VARY FROM A2-ROOF FRAMING P-i EC I ED
= _ L 1Ty OF PERM tESE DRAWINGS. A3-ROOF PLAN
TI-7�. ISSUANCE OF A PERMIT-ALL FRAMING MEMBERS TO BE �� 4 � a
a. ...
- - cr
8081 — — DON CONSTRUCTION D_OUGLAS FIR-LARCH#2 U.N.O. CONTRACTOR: w
DO UMENTS AND OTHER CITY F TIGARL W 0
FRAMING CONNECTORS SHALL PROBUILD CONTRACTORS,I
PROJECT HAS NO CHANGE DAT SHALL NOT PREVENT HAVE ALL THE NAIL HOLES 6710 NORTH CATLIN TORS LDING DIVISION-
2 Q o TO FOOTPRINT THE CODE OFFICIAL FROM FILLED AS SPECIFIED BY THE PORTLAND,OREGON 97203
REQUIRING THE CORRECTIOt�ANUFACTURER,U.N.O. PHONE 503.206.7939 0 y
OF ERRORS.ORSC 105.4 -SEAL EXISTING BUILDING OR LIC#:207772 wg
SURFACES EXPOSED TO SMOKE CONTACT: JANETTE CHUMLEY ti
MAP TAXLOT NO.2S102CA00206 EM: jchumley@probuildor.com
AND NOT IDENTIFIED AS
DAMAGED.SEAL PER
RESTORATION CONTRACTORS BUILDING CODES:
RECOMMENDATIONS OR AS
k b REQUIRED BY JURISDICTIONAL ny
ai - =_-- 2017 ORSC ^g
-r- - RECOMMENDATIONS.
r �.
• - I - ALL NEW AND REPLACED 'gM,
5 `— e- iy T I COMPONENTS OF THE BUILDING ENERGY CODE COMPLIANCE
ENVELOP SHALL BE INSTALLED
---'I`® TABLE N1101_2 EXISTING BUILDING COMPONENT REQUIREMENTS
a - -�= WITH PROPER DRAINAGE AND
1104 FLASHING PER MANUFACTURERS
CURRENT WRITTEN WALL INSUL R-15
•
INSTRUCTIONS AND DETAILS AS FLAT CLG INSUL R-49 w
(�T ��T ���� REQUIRED BY ORSC SECTION VAULTED CLG INSUL>t01N.NOMINAL RAFTER DEPTH R-25 =
v�t �1 L , R703. VAULTED CLG INSUL>81N.NOMINAL RAFTER DEPTH R-21U)
UNDER FLOOR INSUL>10 IN.NOMINAL JOIST DEPTH R30
. . •
UNDERFLOOR INSUL>8IN.NOMINAL JOIST DEPTH R-25 �--
80.81' CITY OF TIGARD SLAB EDGE PERIMETER INSUL R-15 w
WINDOW CLASS U=0.35
SW ASH DR.
REVIEWED FpIjCODE COMPLIANCE,. CLASS u=oso
// EXTERIOR DOORS U=0.20
SITE PLAN NORTH Approved: [ ]
E.>
�-+ ( 1 EXTERIOR DOORS wl>2.5 SF.GLAZE U=0.40
AO SCALE N.T.S. O1C: l I U FORCED AIR DUCT INSUL R-8A4
Permit#: Thtj1�2l �"DD -IL,
Address: k 5—Sv.) A ._)(
Suite #:
By: A'Pr Date: c1573b724
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LEGEND: WALL KEY: PROPERTY
1 - EXISTING WALLS D0 LM AGE I O N 5 -,.., E
(N)COMBO SMOKE
CARBON MONOXIDE DETECTOR 2050 SW CEDAR H I$BLVD SUITE 106 t
BEAVERTON.OREOON 97005-1354
CONTACT.CFRIS?OPHER NESTLERODE
raj (N)SMOKE DETECTOR w!BATT.BACKUP PHONE 5C1.732 1CC EU CHRSVPoSLLC 6 CON E
(ALL SLEEPING ROOMS)
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S
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E
NOTES: Ir
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W
,1 REMOVE ALL EXISTING INTERIOR FINISHES,INTERIOR CC $ s
DOORS,INSULATION,AND TRIM AND REPLACE WITH NEW W <
MATERIALS TO MATCH EXISTING MATERIALS U.N.O. Q r .
s
/2�DUCTED RANGE HOOD MIN.150 CFM INTERMITTENT M
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6T-8" W t
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24.-6 E
1 FLOOR PLAN
Al SCALE t!8"= NORTH 1'-0' Al
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PROPERTY t
DAMAGE
SOLUTIONS
23B0SW CESAR HILLS BLVO SUITE 106
SEAVERTON.OREGON 97005-13S4
CONTACT:CHRISTOPHER NESTLER00E
PICVE.533452100C EN CHRISRP0LLG+'N TOE
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NOTE:PROVIDE DETAIL WHERE DAMAGED PLY IS
CUT FLUSH WITH RIDEG OF MEMBER. or 1
NEW`,Z"CDX PLYWOOD APA RATED 24/0 ROOF 8d C�6"O.C. 0- E
SHEATHING STAGGERED.NAIL w/8d(a16"O.C.ON ., TYP_ LU g
SUPPORTED EDGES AND 12'O.C. (MAX)IN THE FIELD `, e
NEW PLYWD. (E)PLYWD. ct
ON ROOF TRUSSES PER MANUFACTURER.HATCH `, LLI(fir `
r_s _ z -
INDICATES THE EXTENT OF THE NEW SHTNG. l Q
Y
4,y{•., d
6T-8" 2'-6"t o
\ (N)2x6 RAFTER w/ p g
}— A I I I i 1 I 10d I 6'O,C. (E)TRUSS
L J . __L J.—1—.L 1__1—- I I—I I — N, CC
'14"- F- 7--r-I--I-r-1--- it
I r -I—1- r- r 9! RETAIL
I ! I' AILI I
l i { ; I s
43 I f ! rep. I
l Iy10 I $a- _-A_ 1--_, sy' BLDG.PAPER1 I ` - I COMP ROOFING a
1— 17 7� .ia��� 1 �Q i I ROOF SHEATHING o
I I 1 I 1. 11 ctF � Q I Bd 6'O.C. E
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1 I 1 i I I 11 �Q/ I 2x BLOCKING w/ .
I I I I I �/ I 1fid TOENAILS .......00 Z
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11 1 I I ! i 1 I 1 I 1 6'o.c.TYP. !y(
J._I_L1_I_L1_I_L 1J.6� _ I IQ ' '`�,
IT i �►�► MANUF. — z
..._.__i._--_:_ ._- 1 _ :--`———�'-1——— ? i�".. � TRUSS PER z
(7 Ns. ! PLAN. g
MATCH(E) j! SIMPSON' ly
34'-0" `$" 2^-6• H2.SA.OR
(i TRUSS O (
i! SCREWS O_'iti
t EA.END a g
!I i EA.TRUSS
1 ROOF FRAMING PLAN N'm ! 3_ TYPICAL EAVE DETAIL
A2 SCALE: 118"=1'-0" A2 SCALE: 1 1/2"=1'-0" p r�
HL
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ROOF AREA CALCULATIONS: FREE AREA OF EAVE BLOCK VENT: PROPERTY
DAMAGE
AREA 1 =1,734 SQ.FT.
THE FOLLOWING ARE VENT OPTIONS: SOLUTIONS V
2890 3w CED4R HUD BL1N.SURE 709
1734 SQ FT/150 SQ FT PER SQ FT OF VENT AREA=11.56 (80)2 HOLES=1 SQ.FT 1 HOLES=1 SQ.FT. BEAVERTON.OREGON 97005-1354
11.5612= 5.78 SQ FT OF EAVE VENTS. ( 0) CONTACT CHRISTOPHER NESREROOE
. (1)SCREENED BLOCK = 34. SQ.FT. PHONE.503.39i-9000 ELF CHRI&8PQ8LNi CNI CT
5.78 SQ.FT OF ROOF JACKS.
5.78/0.667 SQ.FT.AREA PER JACK=8.66 OR 9 JACKS.
=ROOF VENT w/0.667 SQ.FT.FREE AREA
CC
a �
NEW COMP ROOFING OVER#30 BUILDING FELT. UJ
SEE PLANS FOR EXTENT OF TRUSS CC -
REPLACEMENT REPLACE ALL VENT STACKS MI AND ROOF VENTS WITH NEW INCLUDING NEW
BOOT FLASHING ON VENT STACKS. Q o
2'-6 , 67'-8" '-6 Q. J2 .
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I ROOF PLAN NORTH
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A3 SCALE 1/8"=1'-0" A3
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IANGLE SHAPE A INDICATES LEFT END ON LAYOUT AND TRUSS DRAWING ON STAMPED ENGINEERING PAGELU
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BC LL=0 NOTE.
BC DL=10 VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION af,
Total Load=42
Wind Speed= 140 mph 1-12
Exposure=B Mr1'
Roof pitch=5/12
Overhang=30" DO NOT CUT,DRILL, NOTCH OR MODIFY TRUSS MEMBERS WITHOUT PRIOR APPROVAL FROM BUILDERS FIRSTSOURCE TRUSS rA'i 1 a