Plans FOR OFFICE USE ONLY—SITE ADDRESS:
This form is recognized by most building departments in the Tri-County area for transmitting information.
Please complete this form when submitting information for plan review responses and revisions.
This form and the information it provides helps the review process and response to your project.
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
Transmittal Letter
T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: DAT A ? )
DEPT: BUILDING DIVISION
n DEC 2 3 2014
FROM: Cpl
CITY OF rl
COMPANY: i �S gUILDIN
�
PHONE: L-OT -qfl-!Ohl By,
RE: ( 5/ a� 4,-(2A ( ' 4.--e61/
(Site Address) (P ,'t Number)
(Project name or subdivision nanV and lot number)
ATTACHED ARE THE FOLLO ITEM'
Copies: Description: ..ie . a escription:
Additional set(s)of pl. r \ Revisions:
Cross section(s) and de,. � Wall bracing and/or lateral analysis.
Floor/roof framing. ' Basement and retaining walls.
Beam calculations. Engineer's calculations. •
Other(explain): \_
REMARKS: dea9 ,
FOR OF ICE USE ONLY
Routed to P-tutit Tee v icia. Date: r�1'��( C4-- Initials•
Fees Due: ] Yes [✓No Fee Description: Amount ue:
Special
Instructions:
Reprint Permit(per PE): ❑ Yes I ❑No ❑ Done
Applicant Notified: Date: /,1 .. AA 7c-Kzef Initials:
1:\Building\Fomms\TransmittalLetter-Revisions.doc 05/25/2012
Ph City of Tigard i
COMMUNITY DEVELOPMENT DEPARTMENT a
l_ G A D Building Permit Review — Residential
Building Permit #: MST201 y —CO H 5
Site Address: 1A2-5 ( SW F er►n SF-.
Project Name: L &k av \}dqP Lot #: 6
(New dwelling=subdivi on name;Addition or Alteration=last name of owner)
Planning Review
Proposal: co,c1c1 e e porch --o e shi rj perry + fof nzvJ 5V home_,
NJ Verify site address/suite #exists and active in permit system.
Siye Plan Elements:
Three(3)copies of site plan •Existing structures on site
ELw t plan must be on 8-1/2"x 11"or 11 x 17"paper Footprint of new structure(including decks)with finished
rawn to scale(standard architect or engineer scale) floor elevations
forth arrow .Utility locations(required for new,may apply for additions)
e address,project or subdivision name and lot number $Location of wells/septic systems
�pplicant information(name and phone number) -8-Erosion control(including drainage-way protection,silt fence
t dimensions and building setback dimensions le sign,location of catch basin,etc.)
Yr Lot area,building coverage area,percentage of coverage and Street names
impervious area(applicable if R-7,R-12,R-25&R-40) -EIStreet tree size,type and location
—BPioperty corner elevations(2 foot contour lines if more than -g-Existing trees to be retained with drip line,and tree
4 foot differential) protection measures
Clean Water Services—Service Provider Letter: (lot platted prior to 9/10/1995):
Required: El/Yes,applicant was notified Received: ❑ Yes
111 No ❑ No
��Land Use Case#: SU C',20 1 3 -OO c
D,Zoning: R`-1 i
d tSetbacks: Front 5 Rear 15 Side 5 Street Side Q Garage ��
Landscape Requirement: �/�
27 Lot Coverage Maximum: 'T % /
$Building Height: Maximum Height 35' Actual Height !2 1
Rif Visual Clearance
Ei Easements
—B---/Sensitive Lands: ❑ Yes ❑ No Type
Urban Forestry Plan
NT Conditions Met
Notes: no Cha rotes G,se /! l ICS In 5 !e i , E _, -}Tee P roe GI-i av t --_�
Approved By Planning: I I I m fbi t Date: \?_®
Revisions (after Building Submittal only) Reviewer at
Revision 1: )Approved ❑ Not Approved _ P. /
Revision 2: ❑ Approved ❑ Not Approved
Revision 3: ❑ Approved ❑ Not Approved
i:\B u ilding\Forms\BldgPermitRvw_RES_100114.docx
Building Permit Submittal
a Submittal Date: / 2 3//c<
Site Plans: # 3
Building Plans: # 3
Building Permit#: Enter building permit#above.
Workflow Routing: a-Planning 0—Engineering Permit Coordinator 'n Building
Workflow Sign-off: „Ei`Sign-off for Planning(include notes from planning review)
Route Application Documents: j -Engineering: (1) copy of permit application, (1) site plan, (1) building plan and
j36ginal plan review routing form.
IC Building: original permit application, site plans,building plans,engineer and
beam calculations and trust details,if applicable, etc.
Notes:
eb-eiZge_L-,y La1/ P6,7e--4 -
By Permit Technician: e r Date: ja- a /
Engineering Review
❑ Actual Slope:
❑ Conditions Met
❑ Easements (encroachments)
❑ Water Quality/Quantity Facility: Assess Water Quality Fee: ❑ Yes ❑ No
Assess Water Quantity Fee: ❑ Yes ❑ No
Notes: /J o c N G I N .a.1 0.7 co y f.f xtfrS
Approved by Engineering: 7--- -''— Date: 1 Z-z w' `V
Revisions (after Building Submittal only) Reviewer Date
Revision 1: ❑ Approved ❑ Not Approved
Revision 2: ❑ Approved ❑ Not Approved
Revision 3: ❑ Approved ❑ Not Approved
Permit Coordinator Review
❑ Conditions Met-Prior to Issuance of Building Permit
Notes:
Revisions (after Building Submittal only)
Revision Notice 1: Date Sent to Applicant:
Revision Notice 2: Date Sent to Applicant:
Revision Notice 3: Date Sent to Applicant:
(f?;/)K to Issue Permit
/
Approved by Permit Coordinator: I / Date: /V2A' y
l:\Building\Forms\B IdgPermitRvw_RES_100114.docx
ill s-1 Su, i.--K s#
• CITY OF ;�IGARD
•
M.4do I') -cc i lS—
_ • • • - • • Plannin: ,
Date: i2 w 1L
Initials: : , cEIVEP
j/PRcNS8LLROCK WALL ' j' POCK WALL S DEC 23 204 L \922'57 E E 5600 -- >99'2Y57" E 56.00. -_. �7��(�1��,�[E�
A ell
151.65'
911/\ r•
i TV 1S1 I,"
d
1, / ' //
/ /r /
. LOT 6.'//i" // /•,,4...
/
I 1 ARE"A:- 10.055' \c-Pr: i,, // .' //d /
/ / / //
/ // %;
/ 4// ;
�1=, UPPER FLOOR- 182.(50.F; / /i j i,,/
l_I c �1.1AIN FLOOR- 132860.FTC / �. / .
ROTAL- 315450,FT, \�j / �// /
'GARAGE- 63650.FT,'; / �/ {
9y
/
1
1 GARAGE / ��//
Y ' .i/
i
ENTRY d
1 / /a
I A DRIVEWAY/ +<j
i
1 ; 'Co •, �, -e/ Q Cit of Tigard•
f/1 a, ,
• •rove Plans
1 - ,' - =' - By�i"�- Date i I 1
1 i / ..sue / \
1 ( 21 FED
fi
�—'-. ..
4 ISION
• OFFICE COPY
N
LOT COVERAGE
S I T E P LAN LOT AREA=10,055 SOFT.
W E BUILDING FOOTPRINT 6
RINT=14 SOFT.
SCALE = 1"=20' COVERED PORCH/ENTRY=11 SOFT.
S TOTAL COVERAGE=2055/10,055=20.2%
ELAN NAME. LUKAR
3154 GL LOT 6
E Drafting Corp RIDGE _�_
PLOT: 7/15/14 PLAN ►i
REV: 7/15/14 SUBDIVISION mission HOMES, LLC.
•
Hc
E
HORN CONSULTING ENGINEERS LLC
Structural Calculations:
Project: MHNW-14-42
Date: 12/19/14
Project: House Remodel:
14251 SW Fern St. Tigard, OR 97224 Digitally signed by DAVE
DN:cn=DAVE,o,
ou=HORN CONSULTING
9tC44-J ENGINEERS LLC,
Subject Sheet #'s n email=dave @hornce.co
m,c=US
Date:2014.12.19
Framing CR1 – CR2 13:32:58-08'00'
PLANS/D2-rAltL So — 55-
ci\vi PR ace
I F �i
/— 1 PE /
1-44 i
FOR kW
4II 12. 1
41/0 J o
0NO\
Expires: 6-30-15
The following calculations are for lateral wind and seismic engineering and gravity loading of the beams and columns. All retaining wall designs should be verified
by the geotechnical engineer of record prior to construction. Failure to do so invalidates their design. The design is based on information provided by the client who is
solely responsible for its accuracy. The engineering represents the finished product. Discrepancies from information provided by the client invalidate this design.
Horn Consulting Engineers shall have no liability(expressed,or implied),with respect to the means and methods of construction workmanship or the actual materials
used in construction.
Horn Consulting Engineers shall have no obligation of liability,whether arising in contract(including warranty).Tort(including active.passive,or imputed negligence)
or otherwise,for loss or use,revenue or profit,or for any other incidental or consequential damage.
1302 SW BERTHA BLVD. • PORTLAND, OR • 97219
PH<1NE! 5013.392.5782 • I .\1:1il.: D.\VE@SIORNcE.l:oM
HC HORN PROJECT r1AN"v- 14,- 4.2 SHEET 4 g-1
— CONSULTING DATE IL (f-' (A
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1302 SW BERTHA BLVD. • PORTLAND, OR • 97219
., cne nnn e^ron ❑...... P...rO Wno..*rr rn�e
•
STRUCTURAL NOTES
CODE: 2014 OS.5.C.AND 2014 ORS.G. CARPENTRY:
DESIGN LOADS: I. REFERENCE SPECIFICATION-BC CHAPTER 23.
DEAD LOAD -AS REQUIRED 1. LUMBER-DOUGLAS FIR WITH MOISTURE CONTENT PER SPECIFICATION. ALL
LIVE LOAD 40 PSF IN CONTACT WITH CONCRETE TO BE PRESSURE PRESERVATIVE TREATED.
SNOW LOAD 25 PSF GRADE AS FOLLOWS.
SEISMIC -DI SEISMIC DESIGN CATEGORY PER ORSC. A POSTS AND BEAMS 6X AND GREATER-DP.NO I.
WIND: ASCE 1 120nph 3-SEC GUST EXP.C 5. POSTS AND BEAMS 4X SMALLER-DF. NO 2 OR BETTER
SOIL BEARING 1500 PSF ASSUMED C. STUDS-DP.STUD GRADE OR BETTER
EARTHWORK: D. PLATES 4 SILLS-DF NO.2 P.T.AT CONCRETE SLAB.
I EXCAVATE TO LINES 4 LEVELS SWAIN ON DRAWINGS. ALL FOOTINGS TO BEAR KILN DRIED D.P.STANDARD TYPICAL
HAU
GN FIRM UNDISTURBED NATIVE SANDS 3. SHEATHING-PLYWOOD,ORIENTED STRANDBOARD OR APPROVED EQUAL.
CONCRETE: A ROOF 4 WALL SHEATHING-APA 24/0. THICKNESS 4 NAILING PER PLAN.
I. REFERENCE SPECIFICATION-ACI 301.PLANT MIX PER ASTM G94. B. FLOOR SHEATHING-APA-48/24. THICKNESS AND NAILING PER PLAN.
2. REFERENCE 4. PLYWOOD WEB JOISTS-IRIS JOIST TJI SERIES OR APPROVED EQUAL.
A GROUND FLOOR SLAB-3,000 PSI AT 28 DAYS BRIDGING. BLOCKING 1 ERECTION BRACING PER MANUFACTURERS
B. FOOTINGS,WALLS 2,500 PSI e 28 DAYS RECOMMENDATION
3. REINFORCING-ASTM A6I5,GRADE 60. LAP BARS AS SHOU.N ON PLAN WITH 5. GLUE
WATER LAMINATED
PROOF GLUE.FINISH PER LPROJECT TSSPECCIjFCATIONSV4,FABRICATED WITH
MIN.LAP OP 44 BAR DIAMETERS.PROVIDE 24"HOOKS AT CORNERS. 6. P.T.GLUE LAMINATED BEAMS-EUS 24F-VSMI/SP,FABRICATED WITH
4. BOLTS: WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS.
A ANCHOR BOLTS-ASTM 4301 1. GLUE LAMINATED COLUMNS-DOUGLAS FIR,COMBINATION 24F-v8,FABRICATED
B. EXPANSION BOLTS-HILTI KWIK-BOLT-TZ. SPECIAL INSPECTION REQUIRED. WITH WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS.
C. ADHESIVE ANCHORS-HILTI-RE 500-SD OR SIMPSON SET-XP.
SPECIAL INSPECTION REQUIRED. 8. PARALLAM BEAMS-2.0 E BY TRUS JOIST.
5. DOVER-AS FOLLOWS UNLESS SHOW OTHERWISE ON PLANS. 9. TIMBERSTRAND BEAMS-3-1/1",15E BY TRUS JOIST
A CONCRETE PLACED AGAINST EARTH-3" 10. TIMBERSTR4ND BLOCKING-LSL 1-3/4"BY IRIS JOIST.
B. FORMED CONCRETE AGAINST EARTH-2". II. CONNECTIONS-SIMPSON STRONG-TIE OR USP,GALVANIZED.
C. SECOND FLOOR SLAB- n. FRAMING-PER INDUSTRY 4 CODE STANDARDS FOR ALL DETAILS NOT SEIOWN
6. FINISH-PER ARCHITECT REFER TO IBC SECTIONS 2324,2325 AND 2326.
1. SUBMITTALS: (4 COPIES) 13. NAILING-USE COMMON TYPE NAILS. MINIMUM NAILING PER IBC
A MIX DESIGNS PER IBC 1903 TABLE NO.23-I-Q UNLESS NOTED OTHERWISE ON PLANS.
B.REINFORCING SHOP DRAWINGS COMMON WIRE PNEUMATIC MINIMIFM NAIL NAIL
NAIL NAIL DIAMETER LENGTH APPLICATION
30D COMMON 0101"4 P-NAIL 4-1/2" 3X DECKING
40D COMMON 0225"4 P-NAIL 5° 4X DECKING
20D COMMON 0.152"4 P-NAIL 4" FRAMING
16D COMMON 0.162"4 P-NAIL 3-1/2" FRAMING
IOD COMMON 0.148'4 P-NAIL 3' FRAMING
N/A 0.148"4 P-NAIL 2-3/8" FLR SHEATHING
8D COMMON 0.131"4 P-NAIL 2-1/2" ROOF SHEATHING
N/A 0.162'4 P-NAIL 3-1R" STRAPS
14. DRYING-PRIOR TO INSTALLATION OF GYPSUM WALL BOARD,DRY COMPLETED
TO A MAXIMUM MOISTURE CONTENT OF 15%.
15. SUBMITTALS-SHOP DRAWINGS,4 COPIES.
16. UNLESS NOTED OTHERWISE,ALL BEAMS 4 GIRDER TRUSSES TO BE
SUPPORTED AT ENDS BY
A. MULTIPLE STUDS EQUAL TO BEAM WIDTH(TRIPLE STUD MN)WHEN
LOCATED N WALL. CONTINUE ON ALL FLOORS DOWN TO
FOUNDATION WITH SOLID BLOCKING AT FLOORS. CONN STUDS
TOGETHER WITH 16D a 12"0.G.
B. SOLID POST EQUAL TO BEAM WIDTH WHEN FREE STANDING.
EXTEND CONTINUOUS FOR RILL HEIGHT DOWN TO SOLID BEARING.
l
Digitally signed by DAVE
9 DN:cn=DAVE,o,ou=HORN
�
/ CONSULTING ENGINEERS,LLC,
oV email=dave @hornce.com
c=US
Date:2014.12.19 13:38:34
-08'00'
���
ED PROFes
G I N FF `r�o PROJECT:
HORN CONSULTING ENGINEERS LLC
51 9PE C 1302 SW Bertha Blvd.
,c / _
_ I' 14251 SUJ FERN ST. Phone: (503)8929 5782
I
R ON TIGARD, OR 91224 ri E-mail: dave @hornce.com
vq �% SO\9
40D J. N �
STRUCTURAL NOTES
Expires: 6-30-15
DRAIN BY: DATE: I SCALE JOB NO:
JPG 11.18.14 M1-NW-14-42
EXIST.NOUSE NEW CCNST. ,
2-1512 STRAPS
FROM BM TO WALL
STUDS
ER.1C6l0 54 14110610
I-NGR NNGR
n
4 (N)GL 5'i5x131/2
M5TC4C
3-2x6
(N)P.T.6x6
ay
_ 2
LEGEND
A35'S•2x8'5
o[
T7P
INDICATES ROOF OVERFRAMING Wi 3
(N)2x8'5
I _ I INDICATES WALL BELOW FRAMING LEVEL ' (N)2x5's k •24"OG
•24'-0.G. z
• INDICATES COLUMN BELOW FRAMING LEVEL SS
e INDICATES DETAIL REFERENCE • ?
APPLIES TO ALL SIMILAR LOCATIONS
fY
``' (N)P.T.6x6
3-2x6 AMP
GL 511'sxBV.2 MS1G40
r►
FNGRO S4 FNGR
a
N
<ri ,'II NEW ROOF SHEATHING UP10.
a 2-1512 STRAPS s
W _ii/ FROM BM TO WALL h"GDX PLYWOOD OR OSB.W/ Yo
`u- t- STUDS MN SPAN RATING FACE GRAIN PER'.
id ,�� TO FRAMING SY,2' •6'O.G.EDGES
AND BOUNDARY,Q'OL.FIELD
.p.u u
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N
LL
W
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® NEW PORCI- ROOF FRAMING PLAN
SCALE:1/8"=1'-0"
��Ep PROFF
"� �G I N e<<:516)E o11_,_. PROJECT: Hc HORN CONSULTING ENGINEERS LLC
51 9PE 1302 SW Bertha Blvd.
,cc i _
Portland, OR 97219
i Ci i I\ / 14251 all FERN ST. F Phone: (503)892-5782
UR ON TIGARD, OR 91224 Email: lave @hornce.com
(1-9N 12 �os5°' 52
O'4 D J. NOQ� PORCH ROOF FRAMING PLAN
DRAU.N BY: DATE: SCALE: JOB NO
Expires: 6-30-15 JFG 12.15.14 til'. I'-O' 1141NW-14-42
ROOF SINT'G
rir-1----1---...---......_,...._ PER PLAN
Sde6"O.C.
2x BLK'G w/
® A35 CLIPS e 24" O.G.
2x RAFTERS
PER PLAN
PI —
I-12.5A CLIP
e EA.TRUSS
6M PER PLAN w/
AGE CAP IE TO
POST
!RAFTERS TO 5E4M
SCALE: 1"=I'-0"
���O PRO,c
'\ G 1 N F c51 C HORN CONSULTING ENGINEERS LLC
., F/ O PROJECT: 1302 S Bertha Blvd.
51 9PE ' y Portland,W OR 97219
I r 14251 SW FERN ST. Phone: (503)892-5782
40 TIG4 D, OR 91224 E-mail: dave @hornce.com
`44/ 12 1°�°'�J.4fro
DRAIN BY: DATE: SCALE: JOB NO:
Expires: 6-30-15 JFG 12.18.14 I' .1.-0" MI-NW-14.42