HomeMy WebLinkAbout304 5TH ST_BLD1904_2026 NOTICE
TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL ,CORRECTIONS REQUIRED
❑ DO NOT OCCUPY
l/ ❑ APPROVED
1l
PERMIT#far,' I`J V t ❑ AM ❑ PM I DATE:
JOB ADDRESS:/ �i' f �- i LOT#:
PROJECT:
TYPE OF INSPECTION: lh,_ hl
OTHER:
❑ NO PERMIT-STOP WORK-OBTAIN PERMIT
❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND
PERMIT -STOP WORK
❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE
APPROVED.
❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC)
MUST BE PAID PRIOR TO NEXT INSPECTION.
❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION
!'I�IL� _r2_/C t ea_ajlVas
A)
l" O S t=
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BYLAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
INSPECTOR DATE
.®.
p PLANNING 0 CIVIL 0 BUILDING CITY OF ARLINGTON
o �
NOTICE
TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
Cl DO NOT OCCUPY (7 APPROVED
PERMIT#: LOT#: I DATE:
JOB ADDRESS: , f'..', , P<I I v-tv
TYPE OF INSPECTION:FvAnl,
❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY
WITH CURRENT BUILDING AND/OR PLANNING CODES.
❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND
PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH
APPROVED PLAN AND PERMIT OR REMOVE IT.
❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE
APPROVED.
❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC)
MUST BE PAID PRIOR TO NEXT INSPECTION.
Cl CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BYLAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
INSPECTOR DATE
WILDING DEPT.
o PLANNING DEPT. CITY OF ARLINGTON "�.,,
V1�
NOTICE
TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL KCORRECTIONS REQUIRED
Cl DO NOT OCCUPY ❑ APPROVED
PERMIT Cl AM ❑ PM DATE: �1 Z-
JOB ADDRESS: -J ! 1 LOT#:
PROJECT: `I i o f,I 1 �
TYPE OF INSPECTION: A
OTHER:
❑ NO PERMIT-STOP WORK-OBTAIN PERMIT
❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND
PERMIT -STOP WORK
Cl STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE
APPROVED.
❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC)
MUST BE PAID PRIOR TO NEXT INSPECTION.
❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION
17L-IYL- L Yt AJ r
I�i�l�I I I ✓�r� /lei e-<; a AJ (Zi r 61c A)
THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BY LAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
INSPECTOR DATE
•
0 PLANNING 0 CIVIL O BUILDING CITY OF ARLINGTON
c
i
i
I 1 NOTICE
IL TO PERMITEE AND/OR OWNER
PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
❑ DO NOT OCCUPY TAPPROVED---
PERMIT#: G LOT#: DATE: j l�
JOB ADDRESS:
TYPE OF INSPECTION: I h`( �ATt►)�.l
❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY
WITH CURRENT BUILDING AND/OR PLANNING CODES.
❑ CONSTRUCTION IS NOT IN ACCORDANCE WITI I APPROVED PLANS AND
PERMIT -STOP WORK:MAKE EXISTING WORK ('O;,11)IN WITH
APPROVED PLAN AND PERMIT OR REMOVE IT.
❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE
APPROVED.
Cl WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC)
MUST BE PAID PRIOR TO NEXT INSPECTION.
Cl CONTACT INSPECTOR 360-403-3551 Cl CALL FOR REINSPECTION
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BY LAW MAYAPP0'
FOR INSPECTION CALL: 360-403-3417
INSPECTOR - "•:
DATE
❑BUILDING DEPT.
O PLANNING DEPT.
CITY OF ARLINGTON "y:
11
I I
I
I`
I
�I
I`
r tl
I`
I�
�`
NOTICE
TO PERMITEE AND/OR OWNER
❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED
❑ DO NOT OCCUPY 0 APPROVED
PERMIT#: LOT#: DATE: �(� .16
JOB ADDRESS: > t l U,I V L
TYPE OF INSPECTION: Vil I-1 ,,
❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY
WITH CURRENT BUILDING AND/OR PLANNING CODES.
❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND
PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH
APPROVED PLAN AND PERMIT OR REMOVE IT.
❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE
APPROVED.
❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC)
MUST BE PAID PRIOR TO NEXT INSPECTION.
❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION
fb LE1 E 1^00,'
THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BY LAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
INSPECTOR DATE /C
Y p
MILDING DEPT.
o PLANNING DEPT. CITY OF ARLINGTON
i
NOTICE
TO PERMITEE AND/OR OWNER
Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
❑ DO NOT OCCUPY APPROVED
PERMIT#: LOT#: DATE:
JOB ADDRESS: t4 N. iti tia.c 1f'c� JAv
TYPE OF INSPECTION: K w 0 l
❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY
WITH CURRENT BUILDING AND/OR PLANNING CODES.
❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND
PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH
APPROVED PLAN AND PERMIT OR REMOVE IT.
❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE
APPROVED.
❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC)
MUST BE PAID PRIOR TO NEXT INSPECTION.
❑ CONTACT INSPECTOR 360-403-3551 Cl CALL FOR REINSPECTION
1 4S- >`)(. I I
THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BY LAW MAYAPPLY.
1
FOR INSPECTION CALL: 360-403-3417
INSPECT01 DATE
p03UILDING DEP'C
L7 PLANNING DEPT. CITY OF ARLINGTON ' , .
i��
NOTICE
��"'Lj
TO PERMITEE AND/OR OWNER f t oc T K l
Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED
❑ DO NOT OCCUPY XAPPROVED
PERMIT#: -al LOT#: DATE: 11.2&- 2n
JOB ADDRESS:
TYPE OF INSPECTION: C_ l
❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY
WITH CURRENT BUILDING AND/OR PLANNING CODES.
❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND
PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH
APPROVED PLAN AND PERMIT OR REMOVE IT.
❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR.
❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE
APPROVED.
❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC)
MUST BE PAID PRIOR TO NEXT INSPECTION.
❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION
toy-- Cty-wnll- (a, K
THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR
PENALTIES IMPOSED BYLAW MAYAPPLY.
FOR INSPECTION CALL: 360-403-3417
INSPECTOR DAT[:
/UILDING DEPT.
o PLANNING DEPT. CITY OF ARLINGTON N�.
i
IWORQ Systems Inc. Page 1 of 2
CL CITY OF ARLINGTON
NNW 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223
PHONE; (360)403-3551
BUILDING PERMIT
Address:433 N MacLeod Avenue Permit th 1904
Parcel#: 00529900601900 Valuation:302000.00
OWNER APPLICANT CONTRACTOR
Name:YO SOY LLC Name:Gonzales Design Partners Name:Certified Rooting and Construction
Address:361 1168TH ST NE Address:PO Box 97 Address: 1715 7th Street
City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Marysville,WA 98270
Phone: Phone:425-344-9942 Phone:425-590-7719
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
Name: Name:
Address: Address:
City,State,Zip: City,State,Zip:
Phone: Phone:
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Single Family Residence CODE YEAR: 2015
STORIES: 2 CONST.TYPE: ` 13
DWELLING UNITS; I OCC GROUP: R3
BUILDINGS: OCC LOAD:
PERMIT APPROVAL
T AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED
TI IEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18,27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. 1BC1I0/1RC110.
SALE.%VA NOTU'F::Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form
and co#fCity uFArli gt n#3101
/T 8 &:�r
Signs c rint Name Date Released By Datc
CONDITIONS
See red-lined drawings.Adhere to approved plans.
THIS PERMIT AUTHORIZS ONLY THE WORK NOTED,THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY ANY
CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC)WILL REQUIRE SEPARATE PERMISSION
PERMIT FEES
Date Description Fee Amount
5/15/2018 Building Permit Fee $3,071.59
5/15/2018 Building Plan Review Fee $1,996.53
5/15/2018 Heat Pump $25.00
5/15/2018 Mechanical Permit Base Fee $25.00
5/15/2018 Park-Community SF $1,662 00
5/15/2018 Park-Mini SF $484.00
5/15/2018 Plumbing Permit Base Fee $25.00
5/15/2018 Plumbing Permit Fee(Enter Fixture Fee) $180,00
5/15/2018 Processing/Technology Fee $25.00
5/15/2018 State Building Code Surcharge Fee $4.50
5/15/2018 Traffic Mitigation-City $3,355.00
5/1 512 0 1 8 Water Heater $25.00
Total Due: $10,878.62
Total Payment: $0.00
https://www.iworq.net/iworq/permit/popupPermitEditLetterPrint.asp?sid=HDEDRNRRM... 5/15/2018
IWORQ Systems Inc. Page 2 of 2
Balance Due: $10,878.62
CALL FOR INSPECTIONS
BUILDING(360)403-3417
When calling for an inspection please leave the following information:
Permit Number,Type oflnspection being requested,and whether you prefer morning or afternoon
https://www.iworq.net/iworq/permit/popupPermitEditLetterPrint.asp?sid=HDEDRNRRM... 5/15/2018
"evu
Permit Information
Date 3/19/2018
Permit Number 1904
Project Name Yo Soy, LLC
Applicant Name Gonzales Design Partners
Applicant Address PO Box 97
City, State,Zip Arlington,WA 98223
Contact Ruth Gonzales
Phone 425-344-9942
Email gonzalesdesignpartners@hotmail.com
Permit Type Single Family Residence
Site Address xxx MacLeod Avenue-Lot 19 z—�
Valuation 302000.00
Status Applied
Permit Issued
Permit Expires
Square Feet 2810
Type of Construction/Occupancy Load
Number of Stories 2
Proposed Use New SFR
Assigned To Kristin Foster
Property
Parcel Address Legal Owner Owner Phone Zoning
00529900601900 304 5TH ST YO SOY LLC 111 Single Family Residence-Detached
Contractors
Contractor Name Primary Phone Email Contractor License License#
Contact Type
Certified Roofing and �5ergio 425-590- (Labor and
Construction Orozco 7719 saizehomeinvesting@gmailcomCONTRACTOR (Industries CERTIRC849CR
Review
Date Type Description I Target Date I Completed Date I Assigned To I Status
3/19/2018 lResidential Dwelling 3/26/2018 1 IBuildingIn Review
Fees
Fee Description Notes Amount
Building Plan Review Feel 345.83.00.001 $1,996.53
Totall $1,996.5
Uploaded Files Upload File
Date File Uploaded B
3/19/2018 10:15:09 AM 11904 Application.pdf Foster,Kristin X
i
RESIDENTIAL PERMIT APPLICATION
w Department of Community & Economic Development
O City of Arlington• 18204 591h Ave NE •Arlington,WA 98223 •Phone(360)403-3551
THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE,
ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS
OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST
ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING
VERIFICATION MAY BE SUBMITTED PRIOR.
Lot 19 McMahon
Project Address: Plat:
0 Single-family U Duplex U Townhouse U Addition ( Accessory structure
Proposed Area: 1" Floor: 975 2" Floor: 1395 Garage: 440 Total SF: 2810
Describe Proposal (include cross street):
New two story single family residence with attached garage
Valuation: 120,000
Owner:
YO SOY LLC
_
Address:
3611 168th Street NE City: Arlington Stale:VVA Zip Code:98223
Phone: 425-590-7719 Email: safehomeinvesting@gmaif.com
Applicant:
Gonzales Design Partners
P.O. Box 97 Arlington WA 98223
Address: City: State: Zip Code:
Phone:
425-344-9942 Email:GonzalesDesignPartners@hotmail.com
Contractor Certified Roofing and Construction
Address:
3611 168th Street NE City:Arlington State: Zip Code:VVA 98223
Phone:
425-590-7719 Email:safehorneinvesting@gmail.com
Contact Person: Sergio Orozco License Number:CERTIRC849CR Expiration: 02-19-20
&t 6LP Page 1 of 3
RESIDENTIAL PERMIT APPLICATION
Department of Community & Economic Development
Y�' 1 City of Arlington • 18204 591h Ave NE •Arlington.WA 98223• Phone(360)403-3551
Plumbing Section (continue tilting out 9 plumbing is involved)
(Check all that apply and indicate the number of fixtures proposed)
Bath/Shower Combo (4.0) x 2 Sink (1.5) x 1
[ Shower (2.0) x 1 [ Lavatory (1.0) x 4
Clothes Washer (4.0) x 1 Water Closet (2.5) x 3
Dishwasher (1.5) x 1 Water Heater x 1
Hose Bibb (2.5) x 2 Water Heater Model #
Other (list) x
Plumbing Section Continued
Proposed Water Piping Size: 5 8„ Proposed DWV Material. PVC
Proposed Piping Material: PVC Proposed DWV Size: 4"
• All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019
• All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV)
6/16LP Page 2 of 3
i
RESIDENTIAL PERMIT APPLICATION
• Department of Community & Economic Development
Y� O City of Aiiingtton• 18204 59th Ave NE•Arthgton,WA 98223-Phorve(3601403-3551
Mechanical Section (continue filling out if mechanical equipment is involved)
Select proposed appliances:
U Furnace (80+) Model # AFUE
Heat Pump Model # to be deterr bled SEER HSPE
U AC Unit Model# SEER
U Type II Hood U Commercial Cooking Appliance U Hydronic Piping
U Boiler U Solid-Fuel Appliance U PV System
U Fireplace Insert U Outdoor BBB ❑ Storage Tank
U Freestanding Stove U Gas Piping U Other
Gas Piping Information
Not Applicable:
Pipe Material: Pipe Size: Total BTU's of all Appliances.-
Distance from Meter to Furthest Appliance:
• New gas piping requires a pressure test to hooking to any appliance
• Sediment traps (drips) are required on all gas lines
• Gas lines are required to be supported/secured every 6 to 8 feet
• Proper combustion air and venting required for all appliances
• A shut-off is required within 6 feet of all appliances
Applicant Signature: Date:
Print Applicants Name
6/16LP Page 3 of 3
3/19/2018 CERTIFIED ROOFING&CONST
(ir,n1 1'.>pti iin[ C nn tart Search L&I
A-Z lndr.e Help ]y T_1l
Safety Health Claims& Insur€ince �Alorkplace Righfs Trades Lieensing
AWashington State Department of
Labor & Industries
CERTIFIED ROOFING & CONST
Owner or tradesperson 1715 3rd ST#B
OROZCO,SERGIO PARTIDA MARYSVILLE,WA 98270
360-651-9366
Principals SNOHOMISH County
OROZCO,SERGIO PARTIDA,OWNER
Doing business as
CERTIFIED ROOFING&CONST
WA UBI No. Business type
603 360 423 Individual
Governing persons
OTILIA
OROZCO
License
Verify the contractor's active registration/license/certification(depending on trade)and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
CERTIRC849CR
Effective—expiration
02/19/2016—02/19/2020
Bond
Ironshore Indemnity Inc $12,000.00
Bond account no.
SUR40004435
Received by L&I Effective date
02/19/2016 02/18/2016
Expiration date
Until Canceled
Insurance
Scottsdale Ins Co $1,000,000.00
Policy no.
CPS 2786736
Received by L&I Effective date
01/25/2018 02/17/2018
Expiration date
02/17/2019
Insurance history
Savings
................
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts Help us improve
https://secure.Ini.wa.gov/verify/Detaii.aspx?UBI=603360423&LIC=CERTIRC849CR&SAW= 1/2
3/19/2018 CERTIFIED ROOFING&CONST
No L&I tax debts are recorded for this cc :tor license during the previous 6 year period,but s debts
may be recorded by other agencies.
License Violations
No license violations during the previous 6 year period.
Workers' comp
No active workers'comp accounts during the previous 6 year period.
Public Works Strikes and Debarments
Verify the contractor is eligible to perform work on public works projects.
Contractor Strikes
No strikes have been issued against this contractor.
Contractors not allowed to bid
No debarments have been issued against this contractor.
Workplace safety and health
No inspections during the previous 6 year period.
https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=603360423&LIC=CERTI RC849CR&SAW= 2/2
RESIDENTIAL PLAN PLAN REVIEW
Owner Yo Soy,LLC
Address Lot 19 MacLoed
Building Type Single X Duplex Townhouse
Type of Work Existing New X
Reviewed By KO.
Date 4/18/2018
Design Criteria
301.1 Engineered I Prescriptive X
301.2 Loads:Tables 301.5-301.7 1 Yes i, ' No
302.1 Location on Lot: 5 feet/35% maximum +Yes No
302.2 Townhouse Separation Yes No
302.5.1 'Garage Openings: 20-minute door Yes No
302.6 Garage Separation Yes No
Footings and Stem Walls
401.4.1 Soils: Geotech o Prescriptive
403.1 Footings: (2)#4's continuous Yes No
T403.1 Footing Size Yes ✓ No
403.1.2 Continuous Footings(D2) Yes No
403.1.3 lVertical Reinforcement:#4 @ 4'/hook Yes / No
403.1.3.1 Stem Wall: (2)#4's horizontal Yes / No
403.1.16 Foundation anchors: 1/2 inch @ 6' Yes i No
403.1.7.1 Clearances from Slopes Yes No
404 Foundation Walls(see Tables) Yes No
.1.2.3.7.3 Wall Openings:Verts within 12" ea.Side Yes / No
405.1 Foundation Drainage or exception ,. Yes !/ No
406.1 Damproofing(basement)-i Yes _ No
407 Columns:4 X 4 and R317 Yes iNo _
408.2 Crawl Vents 1:300 and 3' of corners Yes No
408.3 Unvented Crawl Space Yes No
408.4 I Crawl Access: 16 x 24 or 18 x 24 Yes !No
Architectural
303 (Light/Ventilation: 8%and 4% j Yes No
303.2 Whole House Fan I Yes ✓ No
303.3 Bathrooms: 3%or 50cfm Yes ri No
303.6 Stairway Illumination NK Yes f No
304.1 Habitable Rooms: 120s€min.-7v Yes No
304.2 Other Rooms: 70sf min. Yes f/ No
305.1 Ceiling Height: 7 feet min. Yes ✓ No
307.1 Plumbing Fixture Clearance Yes No
308.4 (Safety Glazing: Hazardous Locations ,NoW Yes ✓ No
Life Safety
310.1 Emergency Rescue Windows: 5sf/5_.7sf (Yes INo
310.2 Window Wells Yes No `✓
Life Safety Continued
311.2 Doors: 3 feet min. @ 6'-8" Yes No
311.3 Landings: TX 3' min. Yes No
311.4 Vertical Egress Ye's No
311.5.1 Landing Attachment Yes _ ✓ No
311.6 Hallway Width 3 feet min. _a Yes No
311.7.1 Stairway Width 3 feet min. Yes ✓_ No
311.7.2 Headroom 6'-8" min.r Yes r No
311.7.4 Stairs: 7 3/4" Max/10" Min. J Yes -! No
311.7.4.3 Handrail Profile 1Yes No
311_7.7 Handrails-4 plus risers Yes No
311.8 Ramps Yes No -f
312.1 Guards-30 plus inches Yes No
312.2 Guard Height-36-inches min. Yes No
314 Smoke Detection e Yes No
315 CO Detection Yes ✓ No
316 Foam Plastic Yes No
325 &326 Adult Home/Day Cares Yes No
Floor Systems
502.2..... Deck Ledger Connection A1#1 C a Yes y No
502.2.2.3 Lateral Loa Connection.or Engineered Yes No
502.3 Allowable Joist Spans or TJI's Yes L No
502.10. Headers/Openings Yes v- No _
502.11 Trusses or Rafter/Joist) Yes , No
502.12 Draftstopping: 1,OOOsf max. Yes No
504 Pressure Treated Wood _ Yes No
506 Concrete Floors: 3.5 inches min. Yes ✓ No
Wall Systems
602.3 Wood Wall Framing and Plates Yes _ No
602.3.1 Fastener Schedules(2, 3,4, 5) !Yes ` No
602.9 Cripple Walls: Less than 14" or 4' Yes No
602.10. jWall Bracing: Engineered o'Prescriptive , Yes Y No
602.10.3.2 Alternate Braced Wall Panel Yes r_ No
602.10.9 Cripple Wall Bracing Yes No
602.11.2 Stepped Foundations Yes No
602.12.1 Veneer Yes I No
610.1 Glass Unit Masonry I Yes No ✓
612 Exterior Windows/Doors Yes ✓- No
702.1 Interior Wall Covering Yes No
703 Exterior Wall Coverings (WAC) Yes v No
703.4 Stone/Masonry Veneer Yes No
Roof/Ceiling
801.3 Roof Drainage (SD-14) arj��l�,p Yes -A- No
802.3 Ridge Beams: <3:12 pitch IYes No
802.4 Ceiling Joist Span:Truss or Platform_ Yes No �-
802.5 Rafter Spans:Truss or Platform Yes - No
802.11 Roof Tie-Downs(48" o.c.) tV� Ye No
803 Roof Sheathing Yes No
806 Roof Ventilation: 1/150 high and low Yes No
807.1 Attic Access: 22" X 30" Yes No
905.2.7 Underlayment I Yes _ No
Mechanical Systems
Chapter 10 Chimney and Fireplaces Yes No
1305.1 Equipment Access: 30" X 30" Yes No
1305.1.3 Appliances in Attics Yes 1/' No
1305.1.4.1 Ground Clearnaces: 3" Concrete Slab Yes No
1307.2 Anchorgae of Appliances Yes ✓' No
1307.3 Elevation of Ignition Source Yes No
1307.3.1 Protection from Impact Yes No
1401.3 Equipment Sizing: WSEC Yeses No
Chapter 14 Specific Appliances Yes No
1502 Clothes Dryer Exhaust: 25' or M.I. Yes No
1502.4.5 Length Identification Yes No
Chapter 18 Chimneys and Vents i Yes No _
Chapter 24 Fuel Gas and Piping Yes No
Plumbing-UPC
WSEC and Lighting:See Energy Code Plan Review
IWORQ Systems Inc. Page 1 of 2
Permit Information
Date 3/19/2018
Permit Number 1905
Project Namel Yo Soy, LLC
Applicant Namel Gonzales Design Partners
Applicant Address)PO Box 97
City, State,Zipl Arlington,WA 98223
Contact)Ruth Gonzales
Phone l 425-344-9942
Email gonzalesdesignpartners@hotmail.com
Permit Type ZON
Site Addressl433 MacLeod Avenue(Lot 19)
Valuation l 0.00
Status)Completed
Permit Issued)
Permit Expires)
Square Feet 0
Type of Construction/Occupancy Load
Number of Stories l 2
Proposed Usel New SFR
Assigned To Kristin Foster
Property
Parcel Address Legal Owner Owner Phone Zoning
00529900601900 304 5TH ST YO SOY LLC 111 Single Family Residence-Detached
Review
Date Type Description Target Completed Assigned Status
Date Date To
3/30/2018ZON 4/4/2018 Buildin In
9 Review
3130/2018ZON 4/4/2018 Marc In
Hayes Review
3/30/2018ZON 4/4/2018 5/2/2018 Nova Heaton Complete
Please verify which lot is going to be given credit for the existing water& PW Admin
3/30/2018ZON sewer connections This lot will have to pay for a side sewer inspection. 4/4/2018 4/4/2018 Rev Complete
Current water&sewer connection fees will apply to all new SFR LT
Lot 19 and 20 have a sewer connection point located in MacLeod between
3/30/2018ZON 5-6 feet deep One lot may utilize existing side sewer stub when deemed 4/4/2018 4/2/2018 PW-Sew Complete
acceptable by Wastewater Department.The other lot will need to install a Rev
new 6"sewer stub per city standards.
https://www.iworq.net/iworq/Permit/popupPertnitEditPrint.asp?sid=ANGLDGMGQLMC... 5/15/2018
IWORQ Systems Inc. Page 2 of 2
3/30/2018ZON Lot 19 to install new water service from McLeod per COA Construction 4/4/2018 4/10/2018 PW-Wat- Complete
Standards.FR Rev
Notes
Date Note
5/8/2018 Lot 19
Uploaded Files Upload File
Date File Uploaded By
3/30/2018 3:29:45 PM 1905 Applfcation.pdf Foster,Kristin x
3/30/2018 3:29:44 PM 1905 Site Plan_gdf Foster, Kristin x
https://www.iworq.net/iworq/Pertnit/popupPermitEditPrint.asp?sid=ANGLDGMGQLMC... 5/15/2018
Permit Information
Date 3/19/2018
Permit Number 1905
Project Name Yo Soy, LLC
Applicant Name Gonzales Design Partners
Applicant Address PO Box 97
City,State,Zip Arlington,WA 98223
Contact Ruth Gonzales
Phone 425-344-9942
Email gonzalesdesignpartners@hotmail.com
Permit Type ZON
Site Address xxx MacLeod Avenue-Lot 19 kJ MkrLopr3p
Valuation 0.00
Status Applied
Permit Issued
Permit Expires
Square Feet 0
Type of Construction/Occupancy Load
Number of Stories 2
Proposed Use New SFR
Assigned To Kristin Foster
Property
Parcel Address Legal Owner Owner Phone Zoning
00529900601900 304 5TH ST YO SOY LLC 111 Single Family Residence-Detached
Review
Date Type Description Target Date Completed Date Assianed To Status
3/30/2018 ZON 4/4/2018 (Building In Review
3/30/2018 ZON 4/4/2018 Marc Hayes In Review
3/30/2018 ZON 4/4/2018 Nova Heaton In Review
3/30/2018 'ZON 4/4/2018 PW Admin Rev In Review
3/30/2018 ZON 4/4/2018 PW-Sew-Rev In Review
3/30/2018 !ON 4/4/2018 PW-Wat-Rev nn Review
Uploaded Files Upload File
Date File Uploaded B
3/30/2018 3:29:45 PM 1905 60 scation.pdf Foster, Kristin )(
3/30/2018 3:29:44 PM 1905 Site Plan.pdf Foster, Kristin �(
� - i _
.. F
1
RESIDENTIAL ZONING
VERIFICATION APPLICATION
Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE•Arlington, WA 98223• Phone(360)403-3551
I� (Please allow 72 hours for review)
Project Address: 3 C-f 19T 5 AY-I Plat:
Owner/Applicant: LO �a
Address: City: , State: (41 Q� Zip Code: 0- 30
Phone: g:'- ,r j 0 \ Email: WtCa d I
Describe Proposal (include cross street):
Please check one: P
Single-family dwelling ❑ Duplex ❑ Addition ❑ Accessory structure
1. Proposed Dimensions: W)� o(t0 L) H) Total SF) ?j
2. Allowed Lot Coverage: Total Lot Size_G/7S'() SF x 35% _ 112
3. Actual Lot Coverage (SF of all structures') _ �/�(lot size)
4. Septic Tank? ❑Yes -1ANo Private Well on Site? ❑Yes No
If so,please provide Snohomish County Health Department approval and indicate on site plan.
5. How many trees greater than 12" diameter will be removed? if any, please indicate on site
plan.
6. Appliances permanently connected to water service may require Cross-Connection-Control
(Check all that apply)
EJ Fire Sprinkler System J Medical Equipment
Lawn Sprinkler System ❑ Livestock Drinking Tanks
Decorative Pond/Fountain ❑ Hot Tub
Re-circulating Heating System Swimming Pool
Other
Applicant Signature: Date:
1 This square footage should include the footprint area of all structures on the property including:house, garages, sheds, covered
patios, and decks permitted by the building code
Rev 04/2013 REVISED
r�.••,
i ' �1
5
•. ..
Prescriptive Energy Code Complianc. `�r All Climate Zones in Washington
Project Information Contact Information
Yo Soy LLC Gonzales Design Paitners
Lot 20 McCleod P.O. Box 97
Arlington, Washington Arlington,WA 98223
This project will use the requirements of the Prescriptive Path below and incorporate the
the minimum values listed.In addition,based on the size of the structure,the appropriate
r
number of additional credits he a en by th permit applicant
Authorized Representative
/ Gv Date
A I Climate Zones
R-Value' U-Factor'
Fenestration U-Factorb n!a 0.30
Skylight U-Factor n/a 0.50
Glazed Fenestration SHGCb,e n/a n/a
Ceiling 49 0.026
Wood Frame Wall,,m.n 21 int 0.056
Mass Wall R-Value' 21/21h 0.056
Floor 0.029
Below Grade Wall'`" 10/15/21 int+TB 0.042
Slab R-Value&Depth 10,2 ft 1 n/a
*Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2.
Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve
the following minimum number of credits:
1.Small Dwelling Unit: 1.5 credits
❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration
area. Additions to existing building that are greater than 500 square feet of heated floor area but Less than 1500
square feet.
02.Medium Dwelling Unit: 3.5 credits
All dwelling units that are not included in#1 or#3.Exception:Dwelling units serving R-2 occupancies shall
require 2.5 credits.
❑3.Large Dwelling Unit: 4.5 credits
Dwelling units exceeding 5000 square feet of conditioned floor area.
f '!4. Additions less than 500 square feet: .5 credits
Table R406.2 Summary
Option Description Credits)
1 a Efficient Building Envelope 1 a 0.5 ❑
I Efficient Building Envelope 1b 1.0 ❑
1c Efficient Building Envelope 1c 2. ❑
1d Efficient Building Envelope 1d 0.55 ❑
2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑
2b Air Leakage Control and Efficient Ventilation 2b 1.0 1.0
2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑
3a High Efficiency HVAC 3a 1.0 0 LO
3b High Efficiency HVAC 3b 1.0 ❑
3c High Efficiency HVAC 3c 1.0 El
3d High Efficiency HVAC 3d 1.0 ❑
4 High Efficiency HVAC Distribution System 1.0 ❑
5a Efficient Water Heating 5a 0.5 ❑
5b Efficient Water Heating 5b 1.0 ❑
5c Efficient Water Heating 5c 1.5 M 1.5
5d Efficient Water Heating 5d 0.5 ❑
6 Renewable Electric Energy 65 *1200 kwh 0
3.50
Total Credits
*Please refer to Table R406.2 for complete option descriptions
Table 11402.1.1 Footnotes
For.SI: 1 foot.=304.8 mm, ci .=continuous insulation, int .= intermediate framing.
a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is
less than the label or design thickness of the insulation,the compressed R-value of the insulation from
Appendix Table A101.4 shall not be less than the R-value specified in the table.
e The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration.
110/15/2.1.+TB"means R-1Dcorttinuouas insulation on the exterior of the wall,.or R-15 on the continuous
insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the
basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13
cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior
of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity
insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement
wall.
d R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1.
e There are no SHGC requirements in the Marine Zone.
f Reserved.
g Reserved.
h Reserved.
The second'R-value ap-IaYles when-mare than half the Insulation Is on the Interlor of the mass wall.
Reserved.
k For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38.
Reserved.
'Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a
minimum of R-10 insulation.
Table R402.1.3 Footnote
Nonfenestration U=factors shall be obtained from measurement,calculation or an approved source or as
specified in Section R402.1.3.
Simple Heating System Size:Washington State
This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code(WSEC1 and ACCA
Manuals J and S.This calculator will calculate healing loads only.ACCA procedures for sizing goofing systems should be used to determine cooling
loads.
The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of
0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC.
Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section,
some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension
Program at(360)956-2042 for assistance.
Pro ecl Information Contact Information
Yo Soy LLC lGonzales Design Partners
Lot 20 McCleod Street P,D.Box 97
.Arlington Washington 98223 lArlington,WA 98223
Heating System Tyne: pwou,rrSY— Oieatpump
To see detailed instructions for each section,place your cursor on the word'Instruc6bns'
Design Temperature
Instructions Marysrille — - - Design Temperature Difference(AT) 47
7
A=/rtdoor(70 degrees)-Outdoor Design Temp
Area of Building
Conditioned Floor Area
Instrucd-, Conditioned Floor Area(sq ft) 1,998
Average Ceiling Height Conditioned Volume
"5tn'ct'ons Average Ceiling Height(ft) 9.0 17.982
Glazing and Doors U-Factor X Area - UA
Instructions
0.30 461 138.21
Skylights U-Factor X Area UA
Instructions 0.50
Insulation
Attic U-Factor X Area = UA
Instructions t (R_a Advanced - - 0 026 F 800 2080
Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA
Instructions R-39Vented 0.027 305 8.24
Above Grade Walls tsee Figure v U-Factor X Area UA
lnstnuaious R-211ntermediate 0.056 2,953 165-37
II:11-
Floors U-Factor X Area UA
Inurucdc3ns - - _- - I 0.029 1,198 34.74
Below Grade Walls tsea Fare it U-Factor X Area UA
(rvs trI,c bons SelerY R-value No selection �� ---
Slab Below Grade r---Roure TJ F-Factor X Luth L UA
Instruraions -K-tcctcortdiaonmg No selection --
Slab on Grade(s Roure1) ti� _ J F-Factor X Length UA
Select R-Value �', No selection If� ---
Location of Ducts
n,s:rucEions Duct Leakage Coefficient
1.10
Unconditioned Space
Sum of UA 367.36
Envelope Heat Load 17,266 Btu I Hour
Figure 1. Sumof UAXAT
Air Leakage Heat Load 9,128 Btu I Hour
vommeX o-6XATX-01e
Building Design Heat Load 26,393 Btu/Hour
Air Le kage+Envelope Heat Loss
`faci'oreG'mdc._.. Building and Duct Heat Load 29,033 Btu I Hour
Duds in unrorrldraverl spacer Sum of Build'ng Heat Loss X 1-10
Ducts m,ver&,uoned spSum of Bm7Wng Heai Loss X i
Maximum Heat Equipment Output 40,646 Btu I Hour
Buitdmg and Duct Heat Loss X T-AO for Forced Air Fum—
aedlldhp and Dud Heat Loss i-z5 for Heat Pump
(07101113)
I
Window,Skylight and Door Schedule
Project Information Contact Infonnatron
Yo Soy ILLC Gonzales Design Partners
Lot 20 McCleod PrOl Box 97
Arlington. Washington- Arlington,Washington 98223
Width Height
Ref. U-factor Qt. Feet Inch Feet Inc' Area UA
Exempt Swinging Door(24 sq.ft. max.) jai 0.30 11, 13 Q ,6 1,,
1 20-01 6.00
Exempt Glazed Fenestration (15 sq.ft. max.) al 30 1 5 ° 4 ° 20.0 6.00
Vertical Fenestration(Windows and doors)
Component Width Height
Description Ref. U-factor Qt, Feet In' Feet In,
Area UA
windows Al 0.30 9 2 s 4 ° 90.0 27.00
windows Al 0.30 105 ° 4 - 200.0 60.00
windows Al 0.30 1 3 `� 4 ° 12.0 3.60
doors Al 0.30 4 2 s B a 66.7 20.00
doors Al 0.30 1 3 ° 6 20.0 6.00
windows Al 003 2 4 ° 4 ° 32.0 0.96
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
i
i
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
Sum of Vertical Fenestration Area and UA 420.71 117.56
Vertical Fenestration Area Weighted U= UA/Area 0.28
Overhead Glazing (Skylights)
Component Width Height
Description Ref. U-factor Qt_ Feet i"C' Feet '"C' Area UA
insulated skyli ht 0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
0.0 0.00
D_0 0.00
Sum of Overhead Glazing Area and UA 1 0.01q000
Overhead Glazing Area Weighted U= UA/Area
Total Sum of Fenestration Area and UA (for heating system sizing calculations) 460.7 129.56
I
I
MEMBER REPOK-) Level Fbor.Flush Beam PASSED
F ® R T E
1 piem(s)43L d Hem-Fir No. 2
Overall Length:6'
0 0
_ 1
o
All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.
Design Results Actual 0 Location Agowed Rena >LoF Load:t omtinmtion(pattern) system:Fsoor
Member Reaction(Ibs) 1542 @ 2" 3189(2.25") Passed(48%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam
Shear(Ibs) 1121 @ 30 3/4" 2918 Passed(38%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential
Moment(Ft-Ibs) 2138 @ 3` 3247 Passed(66%) 1.15 1.0 D+0.75 L+0.75 S tAll Spans) Building code.1Bc 2015
Live Load Defl. in 0.049 @ 3' 0.142 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD
Total Load Defl.(In) 0.086 @ 3' 1 0.283 1 Passed(L/795) -- 1.0 D+0.75 L+0.75 S(All Spans)
Deflection criteria:LL(L/480)and TL(L/240).
Top Edge Bracing(Lu):Top compression edge must be braced at 5'10"o/c unless detailed otherwise.
Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 5'10"o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Bea►ingi Length Loads to Supports tom)- —
Fl
SupIPDrts Total Available Requred Dead livote Snow Total Acaessories
1-Column-HF 3.50" 2.25" 1.50" 680 360 863 1903 1 114"Rim Board
2-Column-HF 3.50" 2.25" 1.50" 680 360 863 1903 1 1/4-Rim Board
•Rim Board is assumed to carry all loads applied direcily above it,bypassing the member being designed.
Tributary Dead Floor Line S.
Loads Location(Side) VAdth (0.90) (1.00) (1.15) comnreMs
0-Self Weight(PLF) 1 1/4"bo 5'10 N/A 6.4
314
1-Uniform(PSF) 0 to 6'(Front) 4' 12.0 30.0 Residential
Arens
2-Uniform(PSF) 0 to 6'(Front) 1 11'6" 15.0 - 25.0 roof
Member Notes
Beam at porch with floor and roof loads
Weyerhaeuser Notes ([�SUSTAINABLE FORESTRY INLTIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not intended to circumvent the need for a design
professional as determined by the authority having Jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is
compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,
Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator
Received
JUN 12 2018
t� Iqo+
Forte Software Operator Job Notes 6/5/2018 7:19:17 PM
Ruth Gonzales - — Forte v5.4,Design Engine:V7.1.1.3
Gonzales Design Partners ��R)flgf(� 151E
(4251344 9942
GonzalesDesignPartners r@'�.hobnail corn Page 1 of 1
:,� ,
,� -,
� •�
! i
,'i
it F 0 R T E w SOLUTIONS RE"IT Level,Floor.Flush Beam 1 PASSED
Current Soluuon: : 1 piece(s)4 x 8 Hem-Fir No. 2
Overall Length:6'
- o
i I -
s
0 �
All locations are measured from the outside face of left support(or
left cantilever end).AII dimensions are horizontal.;Drawing is
Conceptual
Design Results ACral!Inca6an AYowed ResUk System:Floor
Member Reaction(Ibs) 1542 @ 2" 2� Passed(48%) — MernberType:Flush Beam
ifial
Shear Ibs) 1121 @ 10 3/4" 2918 Passed(38%) 1.15 Bmtdi g Coduse : 18C 201
Building Code: IBC 2015
Moment(Ft-Ibs) 2138 @ 3' 3247 Passed(66%) 1.15
Live Load Defil.(in) 0.049 @ 3 0.142 Passed(V999+) — Design Metlxxiology
:ASD
Total Load Defl.(in 0.086 @ 3' 0.283 Passed(L/795) —
All Product Solutions
Depth Series Plies Wood Volume
7 1/4" 4 x Douglas Fir-Larch No. 1 1 43.14
9 1/4" 4 x Douglas Fir-Larch No.1 1 55.04
7 1/4" 4 x Douglas Fir-Larch No.2 1 40.60
9 1/4" 4 x Douglas Fir-Larch No.2 1 51.80
7 1/4" 4 x Hem-Fir No. 1 1 38.06
91/4" 4 x Hem—Fir No.1 1 4$:5b,
7 1/4" 4 x Hem-Fir No. 2 1 32.99
9 1/4" 4 x Hem-Fir No. 2 1 1 42.09
The purpose of this report is for product comparison only.Load and support Information necessary for professional design review is not displayed here.Please print an
Individual Member Report for submittal purposes.
Forte Software Operator Jab Notes 615/2018 7:18:14 PM
Rath Gonzales ( Forte v5.4 Design Engine:V7.1 1.3
Gonzales Design Partners i Sergio-Mcleod residences.4te
(425)344-9942 _
GonzalesoesignPartnersr@hotmail cum Page 1 of 1
r � ,
r 'l�
F
J
I
ii F 0 R T E MEMM--I, REPOR t.evel. Floor.Joist PASSED
1 piece(s) 14�]I@ 230 @ 16" OC
Overall Length:23'
0 0
2T —
All locations are measured from the outside face of left support(or left cantilever ertd).All dimensions are horizontal.
Design Results AdWW 0 Location Agowed R,eadt II[* 1aed:CaMWnWAw(ern) system:Boor
Member Reaction(Ibs) 638 @ 4 1/2" 1485(3.50") Passed(43%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist
Shear(Ibs) 618 @ 5 1/2" 1945 Passed(32%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-Ibs) 3465 @ 11'6" 49% Passed(690/0) 1.00 1.0 D+1.01-(All Spans) Building Code.IBC 2015
Live Load Defl.(In) 0.398 @ 11'6" 0.556 Passed L/670 1.0 D+1.0 L(All Spans) Design Methodology:ASD
Total Load Defl.(In) 0.558 @ 11'6" 1.112 Passed L/479 1.0 D+1.0 L(All Spans
TJ-PrOT-Rating 41 40 Passed --
Deflection criteria:LL(L/480)and TL(L/240).
Top Edge Bracing(Lu):Top compression edge must be braced at 5'o/c unless detailed otherwise.
Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 22'10"o/c unless detailed otherwise.
A structural analysis of the deck has not been performed.
Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edger"Panel(24"Span Rating)that Is glued and nailed down.
Addltional considerations for the TJ-Pro'"Rating Include:1/2"Gypsum telling,bridging or blocking at max.8'o.c.,perpendicular partitions.
suppoLtS Tout AvmRW a Required Dead Live
Toml Accessories
1-Stud wall-HF 5.50" 4.25 1.75' 184 460 644 1 1/4"Rim Board
2-Stud wall-HF 5.50" 4.25" 1.75' 184 460 644 1 1/4"Rim Board
•Rim Board is assumed to carry all loads applied directly above it,bypassing the mernber being clr4gned.
Dead Floor litre
Loads Local on(side) Spading (o yo) (1.00) commends
1-Uniform(PSF) 0 to 23' 16' 12.0 30.0 Resk�m Areas
Member Notes
floor joist at main upper floor area over living space
Weyerhaeuser Notes — l SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design crlteda and published design values. l
Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction,The designer of record,builder or framer Is responsible to assure that this calculation Is
compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
!under
facilities are third•party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by lICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,
Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product appllcatlon,input design loads,dimensions and support Information have been provided by Forte Software Operator
Forte Software Operator ,lob Notes 6/5/2018 7:08:52 PM
Ruth Gonzales — Forte v5.4,Design Engine:V7.1.1.3
Gonzales Design Partners Sergio-Mcleod residences.4te
(425)344-9s42
Gonzales DeslgnPannersCahohnail cam Page 1 of 1
I F 0 R T E SOLUTIONS REP i Level Fbor Joist ) PASSED
Current Soluwon: : 1 piece(s) 14"T3Ip 230 16" 04.
OveraN Length_23'
1� 2Y V
7 7
All locations are measured from the outride face of left support(or
left cantilever end).AII dimensions are horizontal.;Drawing is
Conceptual
Design Results Actual A Location AYowed React LDF System:Fbor
Member Reaction(Ibs) 638 @ 4 1/2" 5 Passed(43%) 1.00 Member Type:3o1st
&aiding Use:Resheeolwt
Shear(Ibs) 618 @ 5 1/2" 1945 Passed(32%) 1.00
nuitding Code: IBC 2015
Moment(Ft-lbs) 3465 @ 11'6" 4990 Passed(69%) 1.00
Design M�Ptogy:aso
Live Load Defl.(in) 0.398 @ 11'6" 0.556 Passed(1J670) — 1
Total Load Defl.(in) 0.558 @ 11'6" 1.112 Passed(11./479)
TJ-Pro'"Rating 41 40 Passed
All Product Solutions - - —
Depth Series Plies Spacing 73-Pro"'Rating Wood Volume
14" TJI@ 210 1 12" 46 1.10
16" TJI@ 210 1 12" 51 1.15
16" TJI@ 210 1 16" 46 0.86
11 7/8" TJI@ 230 1 12" 40 1.15
14" TJI@ 230 1 12" 48 1.19
14" TJI@ 230 1 16" 41 0.90
16" TJI@ 230 1 12" 52 1.24
16" TJI@ 230 1 16" 47 0.93
11 7/8" TJI@ 360 1 12" 43 1.36
14" TJI@ 360 1 12" 50 1.41
14" TJI@ 360 1 16" 45 1.05
16" TJI@ 360 1 12" 54 1.45
16" TJI@ 360 1 16" 50 1.09
18" TJI@ 360 1 12" 57 1.49
18" TJI@ 360 1 16" 53 1.12
20" TJI@ 360 1 12" 59 1.54
20" TJI@ 360 1 16" 56 1.15
The purpose of this report Is for product comparison only. Load and support information necessary for professional design review Is not displayed here.Please print an
Individual Member Report for submittal purposes.
Porte software operator Job Notes 6/5/2018 7:06:55 PM
Ruth Gonzales Fortev5.4.Design Engine:V7.1.1.3
Gonzales Design Partners i Sergio-Mcleod residences.4te
(425)344-9942
GonzalesDesignPartners@hotmail corn
Page 1 of 1
i� MEMI Li: REPOT Level.Floor Joist PASSED
�I F O I� T E 1 piece(s) 1b 01@ 230 @ 16n OC
Overall Length:23'
r
0 I 0
l- -
._ 23' —
0
All locations are measured from the outside face of left support(or(eft cantilever end).AII dimensions are horizontal.
Design Results Achmi 0 tnolion Allowed ResvR LDF llutae:Cembieadon(Pattern) - System:Floor
Member Reaction(Ibs) 638 @ 4 1/2" 1485 3.50") Passed(43%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist
Shear(Ibs) 618 @ 5 1/2" 2190 Passed(28%) 1,00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-Ibs) 3465 @ 11'6" 5710 Passed(61%) 1.00 L0 D+1.0 L All Spans) Building Code:IBC 2015
Live Load Defl.(in) 0,300 @ 11'6" 0.556 Passed(L/889) 1.0 D+1.0 L(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.421 @ 11'6" 1.112 Passed(L/635) 1.0 D+1.0 L(All Spans)
TJ-Pro'"Rating 44 40 Passed
Deflection criteria:LL(LJ480)and TL(LJ240). T
Top Edge Bracing(Lu):Top compression edge must be braced at 5'5"o/c unless detailed otherwise.
Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 22'10"o/c unless detailed otherwise.
A structural analysis of the deck has not been performed.
Deflection analysis Is based on composite action with a single layer of 23/32"Weyerhaeuser Edger"Panel(24"Span Rating)that Is glued and nailed down.
Additional considerations for the TJ-ProT"^Rating Include:5/8"Gypsum ceiling,bridging or blocking at max.8'o.c..
Bearing Length Loads to Supports(Ibs)
Supports Taal Availawe ttequlred Dead ROOD Total Accessories
Lim
1--Stud wall-HF 5.50" 4.25" 1.75" 184 460 644 1 1/4"Rim Board
2-Stud wall-HF 5.50" 4.25" 1.75" 184 460 644 1 1/4"Rim Board
•Rim Board is assumed to carry all loads applied directly above it bypassing the member being designed. -
Dead Floor Uwe
Loads Location(sae) Spaong (0.90) (1.00) Comments
1-Uniform(PSF) 0 m 23' 16" 12.0 30.0 Residential
Areas
Member Notes
bonus room floor joist over garage
Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the slzing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not Intended to circumvent the need for a design
professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is
compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Praducts have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,
Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator
Forte Software Operator Job Notes 615/2018 7:02:48 PM
Ruth Gonzales Forte v5.4, Design Engine:V7.1.1.3
Gonzales Design Pailners Sergio-Mcleod residences.4te
(425)344-9942
Gonzales Des ignPartnersChotmaii com Page 1 of 1
.. �,
:� _��
I
F O R T E ` SOLUTIONS RE i Level,Floor.Joist 1 PASSED
Current Soluuon: : 1 piece(s) 16"TJI0 230 16" OL
Overall Length:23'
0 0
All locations are measured from the outside face of left support(or
left cantilever end).AII dimensions are horizontal.;Drawing is
Conceptual
Desi n Results Actual @ Loc36an AQowed Result LDF System:floor
Member Reaction(Ibs) 638 @ 4 1/2" 1485 Passed(43%) 1.00 Member Type:bist
Building Use.:Residential
Shear(Ibs) 618 @ 5 1/2" 2190 Passed(28%) 1.00
Building Code: IBC 2015
Moment(Ft-Ibs) 3465 @ 11'6" 5710 Passed(61%) 1.00
aso
Live Load Defl.(in) 0.300 @ 11'6" 0.556 Passed(1J889) —
Total Load Defl.(in) 0.421 @ 11'6" 1.112 Passed(1-1635)
TJ-ProTM Rating _ 44 40 Passed
All Product Solutions-
Depth Series Plies Spacing T7-ProTM Rating Wood Volume
14" TJI@ 230 1 12" 44 1.19
16" TJI@ 230 1 12" 49 1.24
16" TJI@ 230 1 16" 44 0.93
11 7/8" TJI@ 360 1 12" 40 1.36
14" TJI@ 360 1 12" 47 1.41
14" TJI@ 360 1 16, 41 1.05
16" TJI@ 360 1 12" 51 1.45
16" TJI@ 360 1 16" 46 1.09
18" TJI@ 360 1 12" 54 1.49
18" TJI@ 360 1 16' 50 1.12
20" TJI@ 360 1 12" 56 1.54
20" TJI@ 360 1 16" 53 1.15
The purpose of this report is for product comparison only.Load and support information necessary for professional design review is not displayed here.Please print an
individual Member Report for submittal purposes.
Forte Software Operator Job Notes 6/5/2018 7:02:12 PM
Ruth Gonzales Forte v5.4,Design Engine:V7.1.1.3
Gonzales Design Partners Sergio-Mcleod residences.4te
(425)344-9942
GonzalesDesignPariner3 ahotrnail corn Page 1 of 1
MEMisf R REPOP.) Level, WaN.�Header PASSED
F O R T E •
1 piece(s) 5 1/2"x 15" 24F-V4 DF Glulam
Overall Length:16'10"
0 0
16 3' —
0 0
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual 0 LoMSM Albwed Result LDF load:combhudlon(vattem) system:wail
Member Reaction(Ibs) 5539 @ 2" 12513(3.50") Passed 44%) -- 1.0 D+1.0 L(All Spans) Member Type:Header
Shear(Ibs) 5083 @ 1'6 1/2" 13118 Passed(39%) 0.90 1.0 D(All Spans) Building Use:Residential
Pos Moment(R-Ibs) 37715 @ T 1 1/2" 36930 Passed(102%) 0.90 1.0 D(Ail Spans) Building Code:IBC 2015
Live Load Defl.(in) 0.018 @ 8'5" 0.550 Passed L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD
Total Load Defl.(In) 0.565 @ 8'4 1/4" 0.825 Passed 1-/351 - 1.0 D+1.0 L(All Spans)
Deflection criteria:LL(L/360)and TL(L/240).
Top Edge Bracing(Lu):Top compression edge must be braced at 16'10"o/c unless detailed otherwise.
Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16'10"o/c unless detailed otherwise.
Critical positive moment adjusted by a volume factor of 0.99 that was calculated using length L=16'6".
The effects of posldve or negative camber have not been accounted for when calculating deflection.
The specified glulam is assumed to have Its strong laminations at the bottom of the beam.Install with proper side up as Indicated by the manufacturer.
Applicable calculations are based on NDS.
Bariop L-WIth — Loads W Supports♦Ibs) — —
Suppoirts Total AvalUM. Required Dad = Total Accessories
1-Trimmer-HF 3.50" 3.50" 1.55" 5287 253 1 5540 None
2-Trimmer-HF 3.50" 3.50" 1 1.50" SW1 253 5254 None
Tributary Dead Floor Live
Loads Localtim(Side) Widen (0.90) (L00) cones s
0-Self Weight(PLF) 0 to 16'10" N/A 20.0
1-Uniform(PSF) 0 to 16'10" 1' 12.0 30.0 Resickrdlal-
SleWna ArBas
2-Uniform(PLF) 0 m 16'10" N/A 100.0 -
3-Point(lb) 8'1 1/2" N/A 8065
Member Notes
garage door header
Weyerhaeuser Notes (2S)SUSTAINABLE FOR:E5TRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser eWessly disclaims any other warranties related to the software.Use of this software is not Intended to circumvent the need for a design
professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is
compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with apokable ASTM standards.For current code evaluatlon reports,
Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator
Forte Software Operator Job Notes 6/5/2018 7:54:18 PM
Ruth Gonzales Forte v5.4,Design Engine:V7.1.1.3
Gonzales Design Partners Sergio-Mcleod residences.4te
(425)344-9942
GonzalesDesignPartners avhotmail com Page 1 of 1
r
�.
I
:I F 0 R T E SOLUTIONS RE' 1JT Level, Wat Header --\) PASSED
Current Solution: : 1 piece(s) 5 1/2"x 15" 24F-V4 D1-Glulam
Overall Length: 16'10'
o a
All locations are measured from the outside face of left support(or
left cantilever end).AII dimensions are horizontal.;Drawing is
Conceptual
Design Results Actual 0 L003UM Allowed Result LDF System:wall
Member Reaction(Ibs) 5539 @ 2" 12513 Passed(44%) — Member Type:Header
3.50"
Building floe=ltt
Shear(Ibs) 5083 @ 1'6 1/2" 13118 Passed(39%) 0.90 Building
201g Code: IBC 5
Pos Moment Ft-Ibs 37715 @ 8'1 1/2" 36930 Passed 102%) 0.90 Design Methodology:ASo
Live Load Deft. in 0.018 @ 8'5" 0.550 Passed 999+ —
Total Load Defl.(in) 0.565 @ 8'4 1/4" _ 0.825 Passed(L/351)All Product Solutions — -- —
Depth Series Plies (Wood Volume
19 1/2" 3 1/2"24F-V4 DF Glulam 1 122.85
21" 3 1/2"24F-V4 DF Glulam 1 132.30
l 22 1/2" 3 1/2"24F-V4 DF Glulam 1 141.75
24" 3 1/2"24F-V4 DF Glulam 1 151.20
15" 5 1/2"24F-V4 DF Glulam 1 148.50
16" 5 1,12"24F-V4 DF Glulam I 158.40
16 1/2" 5 1/2"24F-V4 DF Glulam 1 163.35
18" 5 1/2"24F-V4 DF Glulam 1 178.20
19 1/2" 5 1/2"24F-V4 DF Glulam 1 193.05
21" 5 1/2"24F-V4 DF Glulam 1 207.90
22 1/2" 5 1/2"24F-V4 DF Glulam 1 222.75
24" 5 1/2"24F-V4 DF Glulam 1 237.60
The purpose of this report is for product comparison only.toad and support information necessary for professional design review is not displayed here.Please print an
individual Member Report for submittal purposes.
Forte Software Operator Job Notes 6/5/2018 7:54.03 PM
Ruth Gonzales Fo;fe v5.4: Design Engine:V7.1.1.3
Gonzales Design Partners Sergio-Mcleod residences.4te
(425)344-9942
GonzalesDes ign P nNnere@hotre ail corn,; Page 1 of 1
-nil
I
I
.I F 0 R T E MEMBER REPORT--) Level,Roof Flush Beam PASSED
1 piece(s) 5 112"x 18" 24F-V4 DF Glulam
Overall Length:24'
r
0
_ I I
24'
Q
All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.
Desi n Results Aduab 0 rLocadw A{iorwed Resubt L.oF Lead-.CoMOrwtion(Pattern) system:Roof
Member Reaction(Ibs) 7831 @ 23'8" 9467(4.25") Passed(83%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam
Shear Ibs 7120 @ 1'11 1/2" 20114 Passed(35%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential
Pos Moment(Ft-Ibs) 49558 @ 12'1 1/16" 64451 Passed(77%) 1.15 1.0 D+1.0 5(All Spans) Buiiding Code.IBC 2015
Uve Load Defl. In 0.399 @ 12' 0.7.78 Passed L,/703) -- 1.0 D+1.0 S(All Spans) Design Methodology:Aso
Total Load Defl.(In) 1.018 @ 11'11 13/16" 1.167 Passed(L/275) --_ 1.0 D+1.0 S(All Spans) Member Pitch:0/12
Deflection criteria:LL(L/360)and TL(L/240).
Top Edge Bracing(Lu):Top compression edge must be braced at 23'10"o/c unless detailed otherwise.
Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 23'10"o/c unless detailed otherwise.
Critical positive moment adjusted by a volume factor of 0.94 that was calculated using length L=23'4".
The effects of positive or negative camber have not been accounted for when calculating deflection.
The specified glulam is assumed to have Its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer.
Applicable calculations are based on NDS.
Bearing Length lords bo S1PParts(Ibs) _
Supports Toil Amicable Required Dead Snow Total Acoemories
1-Column-HF 5.50" 4.25" 2.24" 4615 3450 8065 1 1/4"Rim Board
2-Stud wall-HF 5.50" 4.25" 3.52' 4429 3450 7879 1 1/4"Rim Board
•Rim Board is assumed to carry all bads applied directly above R.bypassing the member being designed. -
Tributary Dead Srrow
Loads LocWm(side) width (0.90) (i.s. Comments
0-Self Weight(PLF) 1 1/4"to 23'10 N/A 24.1 i
1-Uniform(PSF) 0 to 24'(Front) 519. 15.0 25.0 Snow
2-Uniform(PSF) 0 to 24'(Back) 5'9' 15.0 25.0
3-Point(lb) 7'6"(Front) N/A 1083 -
4-Point(lb) 1 15'6"(Back) N/A too
5-Point(lb) 7'6"(Back) N/A 1083
6-Point(lb) 15'6"(Back) N/A 1083
Member Notes
garage ridge
Weyerhaeuser Notes nsusTAlNAetE FORESTRY INrrwrlvE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. ll
Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not Intended to circumvent the need for a design
professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is
compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products Iwve been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTMI standards.For current code evaluation reports,
Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducls/document-library.
The product application,input design loads,dimensions and support Information have been provlded by Forte Software Operator
Forte Software Operator Job Notes 6/5/2018 7:53:19 PM
Ruth Gonzales Forte v5.4,Design Engine:V7.1.1.3
Gonzales Design Partners Sergio-Mcleod_residences.4te
(425)344-9942.
GonzalesDesignPar:ners@ihoimail coca Page 1 of 1
1�
.a
it F 0 R T E SOLUTIONS REF' -)T Level,Root Flush Beam ,) PASSED
Current Solut on: : 1 piece(s)5 1/2" x 18" 24F-V4 De Glulam
Overall Length:24'
0 0
- I i -
24' Ir
0
All locations are measured from the outside face of left support(or
left cantilever end).AII dimensions are horizontal.;Drawing is
Conceptual
Design Results AcnwL 0 Location Allowed uoF System:Roof
Member Reaction(Ibs) 7831 @ 23'8" 9467 4.25" Passed(83%) Member Type:Flush Beam
Shear(Ibs) 7120 @ P 11 1/2" 20114 Passed(35%) 1.15 Buiid •.Residential
49558 @ 12'1 Building ng Code:: IBC 2015
Pos Moment(Ft-Ibs) 1 „ 64451 Passed(77%) 1.15 Design Methodology:ASD
Live Load Defl. in 0.399 @ 12' 0.778 Passed(L/703) I -- Member Pitch:0/12
Total Load Def.(in) 1.018 @ 11'11 1.167 Passed(L/275) --
13 16"
All Product Solutions -- -
Depth Series Plies Wood Volume
18" 5 1/2"24F-V4 DF Glulam 1 178.20
19 1/2" 5 1/2"24F-V4 DF Glulam 1 193.05
21" 5 112"24F-V4 DF Glulam 1 207.90
22 1/2" 5 1/2"24F-V4 DF Glulam 1 222.75
2.4" 5 1/2"24F-V4 DF Glulam 1 237.GG
18" 5 1/2"24F-V8 DF Gtutam 1 178.20
19 1/2" 5 1/2"24F-V8 DF Glulam 1 193.05
21" 5 1/2"24F-V8 DF Glulam 1 207.90
22 1/2" 5 1/2"24F-V8 DF Glulam 1 222.75
24" 5 1/2"24F-V8 DF Glulam 1 237.60
The purpose of this report is for product comparison only.Load and support information necessary for professional design review is not displayed here.Please print an
iraelividual Member Report for subm1dal,purposes.
Forte Software Operator Job Notes 6/5/2018 7:52:18 PM
P.uth Gonzales Forte v5.4,Design Engine:V7.1.1.3
Gonzales Design Partners Sergio-Mcleod residences.4te
(425)344-9942
GonzalesDesignPartnersJnhotmail_om Page 1 of 1
J F 0 R T E ` MEMBER REPOF'-) Level,Roof Flush Beam PASSED
2 piece(s)2_12 Hem-Fr No. 2
Overall Sloped Length:15'1 3/4"
0 0
12
8
21
1
All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.
Desi n Results AChW 01600M Allowed IR—ot LW toad:Cornbtr 3d Mf.(%Jbelm) System:Roof
Member Reaction(Ibs) 1071 @ 11'9 112" 1823(1.50") Passed(59%) -- 1.0 D+1.0 S All Spans) Member Type:Flush Beam
Shear(Ibs) 903 @ 11'1/8" 3038 Passed(30%) 0.90 1.0 D(All Spans) Building Use:Residential
Moment(Ft-)bs) 3305 @ 8' 4034 Passed(82%) 0.90 1.0 D(All Spans) BU d rig Code:1aC 2015
Live Load Den. in 0.032 @ 5'it 3/4" 0.466 Passed L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.237 @ 6'4 1/8" 1 0.699 1 Passed(L/708) -- 1.0 D+1.0 S(All Spans) Member Pitch:8/12
• Deflection criteria:LL(L/360)and TL(t/240).
Top Edge Bracing(Lu):Top compression edge must be braced at 9'11"o/c unless detailed otherwise.
Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 14'2"o/c unless detailed otherwise.
Applicable calculations are based on NDS.
8wrh9 Lff9tii toads to Supports(lbs)
Supports Total Available R_egdrW Dead Stirow Total Acwwo►ies
1-Beveled Plate-HF 3.50" 350" 1.50" 537 149 686 Blocking
t 2-Hanger on 11 1/4"HF bm ea 3.50" _Hanger, 1.50" 930 153 1083 See note
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the merrrber being designed.
•At hanger Supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger
•'See Connector grid below for addhiDna)infonration and/or requirements.
Connetltor:Si Tie Connedb m
support Model Sea[tenWh Top Nails Faux Nails Nerrrbeir Nags A=enoriw
2-Face Mount Hanger Connecter not found N/A N/A N/A N/A
Tributary Dead Snow
Loads tomtlon(side) W'H fL (a90) (1.15) Con"nenis
0-Self Weight(PLF) 0 to 11'9 1/2" N/A 8.6 i
1-Uniform(PSF) 0 m 12'1" 1' 15.0 25.0 Roof
2-Point(lb) B. N/A 1129
Member Notes �i
Roof joist as beam at dormer side
Weyerhaeuser Notes su5vuN,4KE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not Intended to circumvent the need for a design
Professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation Is
compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,
Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application,Input design loads,dimensions and support lnformadon have been provider!by Forte Software Operator
Forte Software Operator Job Notes 6/5/2018 6:46:25 PM
Rear,Gonzales -- Forte v5.4.Design Engine:V7.1.1.3
Gonzales Design Partners Sergio-Mcleod residences 4te
(425)344-9942
Gonzales DesignPanners@hoimail com Page 1 of 1
F 4 R T E SOLUTIONS RE'!)T level,Root Fksh Beam PASSED
Current Soluuon: : 2 piece(s) 2 x 12 Hem-Fr No. 2
Overall Sloped Length:15'1 314"
a
12 r
B� t
�J 2
All locations are measured from the outside face of left support(or
left cantilever end).AII dimensions are horizontal.;Drawing is
Conceptual
Design Results Actual 8 loc3bm Allowed Restdt LDF system:Roof
Member Reaction(Ibs) 1071 @ 11'9 1/2" 1823 Passed(59%) — Member Type:Hush Beam
1.50" Bkakikog Use:ResidertUal
Shear(Ibs) 903 @ 11'1/8" 3038 Passed(30%) 0.90
015
Moment(Ft-Ibs 3305 @ 8' 4034 Passed(82%) 0.90 Design
g Code: IBC:AS
Design Mettrafology:ASD
Live Load Do#l.(in) 0.032314 @ 5'11 0.466 Passed(L/999+) — Member Pitch:8/12
Total Load Defl.(in) - 0.237 @ 6'4 1/8" 0.699 Passed(1�708L —
Connector:Sim -Tie Connectors
Support I Model Top NWIS Face Nam Member RMIS Aaoessorilw
2-Face Mount Hanger Connector not found N/A N/A N/A
All Product Solullions -
Depth Series Plies Wood Volume
11 1/4" 2 x Douglas Fir-Larch No. 1 2 57.38
11 1/4" 2 x Douglas Fir-Larch No. 2 2 54.00
it 1/4" 2 x Hem-Fir No. 1 2 50.63
11 1/4" 12 x Hem-Fir No. 2 2 1 43.88
The purpose of this report Is for product comparison only.Load and support informatlon necessary for professional design review is not displayed here.Please print an
individual Member Report for submittal purposes.
Forte Software Operator Job Notes 6/5/2018 6A5:58 PM
RIA,.Gonzales Forte v5.4,Design Engine:V7.1.1.3
Gonzales Design Partners Sergio-Mcleod residences.4te
(4251 344-9942
GonzalesDesignPartners@hotmeiI cc,:n- Page 1 of 1
1,
a F 0 R T E MEMBER REPOT--) Level,Root.Flush Beam PASSED
1 piece(s)2 x 12 Hem-Fr No. 2
overall Length:8'r
0
� Q
All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.
Design Results AcUW 0 Location Atiowed Result LDF Lwd;Cambiniffon(Patten) System:Roof
Member Reaction(Ibs) 1071 @ 3 1/2" 1071(1.76") Passed(100%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam
Shear(Ibs) 879 @ V 2 3/4" 1941 Passed(45%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential
Moment(Ft-Ibs) 2566 @ 4' 2577 Passed(1001%) 11.15 1.0 D+1.0 S(Air Spans) Building code.IBC 2015
Live Load Defl.(in) 0.050 @ 4'3 9/16" 0.267 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:Aso
Total Load Defl.(in) 0.119 @ 4'3 5/16" 0.400 Passed(L/808) -- 1.0 D+1.0 S(All Sans) Member Pitch:0/12
Deflection criteria:ILL(Q360)and TL(L/240).
Top Edge Bracing(Lu):Top compression edge must be braced at 6"o/c unless detailed otherwise.
Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'o/c unless detailed otherwise.
Applicable calculations are based on NDS.
Bewin Lmilil Loads to Supports(lbs)
Supports Total AvaLlaMe Rmuked Dead Snow Toil AcaSsorms
1-Hanger on 11 1/4"HF beam 3.50" Hanger- 1.76- 593 536 1129 See note 1
2-Hanger on 11 1/4"HF beam 3.50" Hanger- 1.71- 558 1 536 ID94 See note-
-At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• 1 See Connector grid below for additional infarrna m and/or requirements.
Connector.Simpson Stroh -Tie Connectors
Support No" seat Left Top Nails Face NaNs Member Nark Acoemoriec
1-Face Mount Hanger Connector not found N/A N/A N/A N/A
2-Face Mount Hanger Connector not found N/A N/A N/A N/A
Tributary Dead Snow
Loads Location(side) WKIlth (0.90) (1.15) Comments
0-Self Weight(PL17 3 1/2•to 8'3 11r N/A 4.3
1-Uniform(PSF) 0 to 8'7"(Back) 5• 15.0 25.0 Roof
2-Point(lb) 4'(Front) N/A 473
Member Notes
I
Dormer Header /�
[Weyerhaeuser Notes f (2S)SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is
compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,
Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application,input design loads,dimensions and support information have been provided by Forte Software Operator
Forte Software Operator Job Notes 6/5/2018 6:37:55 PM
Ruth Gonzales Forte v5.4•Design Engine:V7.1.1.3
Gonzales Design Partners Sergio-Iblcieod residences.4te
(425)344-9942
Gonzales DesignP or'mers@hoimaii corn Page 1 of 1
• t,
_�
I
it SOLUTIONS RE'_��T Level,Roof.Fpish Beam �I PASSED
F O R T E
Current Soluuon: : 1 piece(s) 2 x 12 Hem-Fir No. 2
Overall Length:8'7'
- -Y
1
— 0
1 Y•
All locations are measured from the outside face of left support(or
left cantilever end).All dimensions are horizontal.;Drawing is
Conceptual
Design Results Acmai o Location Avowed Result lDF I System:Roof
Member Reaction(Ibs) 1071 @ 3 1/2" 1071 Passed(100%) Member Type:Flush Beam
1.76"
Bwldmg use:Residential
Shear(lbs) 879 @ 1'2 3/4" 1941 Passed(45%) 1.15
Building Code: IBC 2015
Moment(Ft-lbs) 2566 @ 4' 2577 Passed(100%) 1.15 Design FfeUkxblogy:ASD
Live Load Defl.(in) 0.050 G 4'3 0.267 Passed(L/999+) — Member Pfth:0/12
119 @ 4'3 —
Total Load Defl.(in) 0. J16" 0.400 Paced(L/808)
Connector:Slmmpmsmon StbrwonWq-Tie Connectors --
Support Model Top Nails Face Nails Member Nails Acoessories
1-Face Mount Hanger Connector not found N/A N/A N/A
2-Face Mount Hanger Connector not found N/A N/A N/A
r -All Product Soiultl mis _---- —- -- - - — —-
Depth Series Plies Wood Volume
11 1/4" 2 x Douglas Fir-Larch No.1 1 28.69
it 1/4" 2 x Douglas Fir-Larch No. 1 2 57.38
it 1/4" 2 x Douglas Fir-Larch No.2 1 27.00
11 1/4" 2 x Douglas Fir-Larch No.2 2 54.00
11 1/4" 2 x Hem-Fir No.1 1 25.31
11 1/4" 2 x Hem-Fir No. 1 2 50.63
11 1/4" 2 x Hem-Fir No. 2 1 21.94
11 1/4" 2 x Hem-Fir No. 2 2 1 43.88
The purpose of this report Is for product comparison only.Load and support information necessary for professional design review is not displayed here.Please print an
individual Member Report for submittal purposes.
Forte Software Operator Job Notes 615/2018 6:371-32 PM
RUlh Gonzales Forte v5.4.,Design Engine:V7.1,1.3
Gonzales Design Pannars I Sergio-Mcleod-residences.4te
(425)344-9942 -
GonzalesDosignPaitners@hotmail con I Page 1 of 1
%� F O R T E MEMBER REPOC) Level,Root Flush Beam PASSED
1 pieoe(s) 2 x t2 Hem-Fir No. 2
Overall Length:6'7'
o - - 0
6
0 0
All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.
Desi n Results Acwat 0 Lo[atim Allowed ties il>t U* toad:cadwnatlon(Patilem) System:Roof
Member Reaction(Ibs) 433 @ 3 1/2" 911(1.50") Passed(47%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Flush Beam
Shear(Ibs) 298 @ 1'2 3/4" 2109 Passed(14%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential
Moment(Ft-Ibs) 649 @ 3'31J2" 2802 Passed(2311/6) 1.25 1.0 D+1.0 Lr tAil Spans) Bullding code.IBC 2015
Live Load Defl.(In) 0.010 @ 3'3 1/2" 0,200 Passed(L/999+) -- 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.018 @ 3'3 1/2" 0.300 Passed(L/999+) -- 1.0 D+1.0 Lr(All Spans) Member Pitch:0/12
Deflection criteria:LL(L/360)and TL(L/240).
Top Edge Bracing(Lu):Top compression edge must be braced at 6'o/c unless detailed otherwise.
Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'o/c unless detailed otherwise.
Applicable calculations are based on NOS.
Bearing Length Loads to Supports abs)
Supports Tam Available Required D®d Live ToFal Accessories
1-Hanger on 11 1/4"HF beam 3.50" Hanger' 1.50" 210 263 473 See note
2-Hanger on 11 1/4"HF beam 3.50" Hargerl 1.50" 210 263 473 See rote r
•At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• 1 See Connector grid below for additional information and/or requirements.
Connector:Simpson Strong-Tie Connectors
Support "am Seat Length TOP NOS Face Pb& Mmrber Rails Accessories
1-Face Mount Hanger Connector not found N/A N/A N/A N/A
2-Face Mount Hanger Connector not fund N/A N/A N/A N/A
Tributary Dead Roof Live
Loads Location(side) ylridtir (ago) Linn-snvr.1251 Comm®Ns
D-Self Weight(PLF) 3 112"to 63 1/2" N/A 4.3
1-Uniform(PSF) 0 to 6'7"(Front) 4' 15.0 20.0 Roof
Member Notes
Dormer ridge
Weyerhaeuser Notes SUSTAINABLE FORESM INITIATIVE
Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. l
Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is
compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,
Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator
Forte Software Operator Job Notes _ 6/5/2018 6:33:57 PM
Ruth Gonzales T Forte v5.4,Design Engine:V7.1.1.3
Gonzales Design Partners Sergio-Mcleod residences.4te
(425)1-44-9942
GonzalesDssignParinerrs @hotmail com Page 1 of 1
1
ll F 0 R T E SOLUTIONS REr__)T Level,Roof.Rish Beam PASSED
CUrrent Soluuon: : 1 piece(s) 2 x 12 Hem-Fr No. 2
Overa➢Length:6'T
0
6'
All locations are measured from the outside face of left support(or
left cantilever end).All dimensions are horizontal.;Drawing is
Conceptual
Design Results Actual A loca ian Avowed Rem* uDF system:Roof
Member Reaction(lbs) 433 @ 3 1/2" 911(1.50') Passed(47%) — Member Type:Flush Beam
Shear(Ibs) 298 @ 1'z 3/4" 2109 Passed(T4%) 1.25 t19e RBI
Moment(Ft-lbs) 649 @ 3'3 1/2" 2802 Passed 23%} 1.25 Build g Cade: IBC 2015
Live Load De 1.(in) 0.010 @ 3'3 1/2" 0.200 Passed(L/999+) — Design P INt kAxly:ASD
Total Load Defl.(in) 0.018 @ 3'3 1/2" 0.300 Passed(L/999+) — Member PPodt:0112
ConnetCtor:Simpson Strong- Connectors -- - --- -
Support Model Top Nails Face Nails Member Nails Accessories
1-Face Mount Hanger Connector not found N/A N/A WA
2-Face Mount Hanger Connector not found N/A N/A N/A
All Product Solutions- - - - -- - - - -- - —
Depth Series Plies Wood Volume
11 1/4" 2 x Douglas Fir-Larch No. 1 1 28.69
11 1/4" 2 x Douglas Fir-Larch No. 1 2 57.38
11 1/4" 2 x Douglas Fir-Larch No.2 1 27.00
11 1/4" 2 x Douglas Fir-Larch No. 2 2 54.00
it 1/4" 2 x Hem-Fir No. 1 1 25.31
11 1/4" 2 x Hem-Fir No. 1 2 50.63
11 1/4" 2 x Hem-Fir Na.2 1 21.94
11 1/4" 2 x Hem-Fir No. 2 2 43.88
The purpose of this report is for product comparison only.Load and support information necessary for professional design review is not displayed here.Please print an
individual Member Report for submittal purposes.
Forte Software Operator Job Notes 6/5/2018 6:33:28 PM
Rtith Gonzales I Forte v5.4,Design Engine_V7.1.1.3
Gonzales Design Partners + Serglb-Mcleod residences.4te
(425)344-9942
Gonzales Design Partners@lialm ail corn Page 1 of 1
1
Received
MOV 26 2u i,
Received
NOV 2 6 2018
1?"y jz L
Ay
LLF.
4-y�lo
�o P05T
Ile,
1 44 FXD 4IFX0 4
x6
�Jf7l
Ile
PA. va Is
W,
V_U:
T7,
Al
pt
(D
I t7
L I
1.
7
31-
,rL L
a
ILI
STV FXD
of-lb Iq
_j
r
Received
'JUN 12 2018
MN FLON PLAN blPff, FLOOP\ PLAN Nt? 11A A-1
PP,,�HMINVY: NOT FOP\, CON5fP,,UCfION
II II i
II II
II II
II
All I/ all
14
Z37
F.—
ZO r
F 171
7 -4 ntr,_� ,:ij!11
IL.V-"
NIX-r'lCUL-M. zz
Cf�
MAIN FOR\ I'MIN16 PI,M
LPff\ FLO'\' FF\AMIN6, UN 5-1
NGo Fop\, CON5-111F/UCION
a 'JV,ET:
1!W{ F):-l" y,
vr-
V I 'i i I`
M"
a
k t-. 25 ifZ
zi—
oi:zLr:l Ley
r
_0
r
\IN
Q)
SHEARWALL AND DIAPHRAGM SCHEDULE
ALLOW hall jft� ALIDW -A"
a r LAW MATERIAL fthNL EDGE I Ve—w—f LOAD Lem RERNAIRKS
Or =ux N Ed V fi- md Ll Ir
00F NIN6 FA
w. 215..'f VEOX Ila lw coo fil md v IQ*
F\ F
16d 0 10' A35024'—
SQ WASHERS,GX'VANFE,I 4CU Folk'"h"K45 U MEAMIM FOR SHEAR WA S>39G NOT
-- - -- - - - --- - _ - --- - SITE PLAN NOTES k
!- ( • SITE PLAN iNIFORMATION'PROVIDED BY
OWNER, COUNTY ONLINE MAPPING
PROGRAMS. THIS IS NOT A SURVEY. FIELD
#gyp. USE Wf/ 1.1 � VERIFY DIMENSIONS.
II - UTILITIES INCLUDE: PUBLIC.SEWER, WATER
POWER, CABLE &PHONE.
-ALL SITE WORK SHALL COMPLY WITH BEST a
MANAGEMENT PRACTICES AND CITY CODE. ,
• PRIOR TO START OF GRADING &/or BUILDING
CONSTRUCTION INSTALL TEMP. EROSION &
- SEDIMENTATION.CONTROL MEASURES(SILT- _
FENCE, STRAWBALES &/or OTHER BEST
_: {
MANAGEMENTT. RRACT.I.0 0 PO '" `� I 20 x2�-� � ,
I �-} EXPOSED SOIL, ie SOIL LACKING VEGITATIVE
COVER, SHALL BE COVERED W/ MULCH, SOD,
Ln i , Ab`' _ _ �� •�✓ — PLASTIC OR OTHER APPROVED BMP WITHIN 7 z
`x X _ x 5 f X DAYS-
STOCK PILE AND COVER EXCAVATED SOIL
VWTHtN 24-HOUtS WITH BLACK PLASTIC.
PROVIDE DOWNSPOUT EXTENDERS UNTIL
VEGITATION ADJACENT TO RESIDENCE IS RE-
ESTABLISHED.
PROVIDE SILT FENCE AT DOWN HILL SIDE OF
LP rh • •cs t5• • „s,
_ AREA OF CONSTRUCTION AS NEEDED
_ - PROVIDE Wor KAKTAW,COUSTRUCTLOf%
ENTRY, PER BMP, THRU OUT PROJECT
CONSTRUCTION. '
PRIOR TO FINAL CONSTRUCTION ACCEPTANCE
ESTABLISH A PERMANENT VEGITATIVE
GROUND COVER THAT CAN WITHSTAND
SEVERE WEATHER CONDITMNS,SUCH AS
HEAVY RAIN, & CONTROLSOIL EROSION ON ALL
AREAS OF LAND DISTURBANCE NOT
OTHERWISE PERMANENTLY ESTABLISHED. _
n4 CUT/FILL: EXCAVATED SOIL TO BE USED AS C� J
o ID 20 ,p BACKFILL MATERIALS & FEATHERES OUT
FROM THE RESIDEN�E 2W MAX.
r REVISED. '
IMPERVIOUS SURFACE AREA:
Received
MAR 19 l 018 �-
Permit#: 1904
Permit Date: 03/19/18
Permit Type: RESIDENTIAL SINGLE FAMILY
Project Name: Yo Soy, LLC
Applicant Name: Gonzales Design Partners
Applicant Address: PO Box 97
Applicant, City, State, Zip: Arlington,WA 98223
Contact: Ruth Gonzales
Phone: 425-344-9942
Email: gonzalesdesignpartners@hotmail.com
Scope of Work: New SFR
Valuation: 302000.00
Square Feet: 2810
Number of Stories: 2
Construction Type:
Occupancy Group:
ID Code:
Permit Issued: 05/15/2018
Permit Expires:
Form Permit Type:
Status: LASERFICHE
Assigned To: Kristin Foster
Property
Parcel# Address Legal Description Owner Name Owner Phone Zoning
00529900601900 304 5TH ST YO SOY LLC 111 Single Family
Residence-Detached
Contractors
Contractor Primary Contact Phone Address Contractor Type License License#
Certified Roofing and Sergio Orozco 425-590-7719 1715 7th Street CONSTRUCTION Labor d CERTIRC849CR
Construction CONTRACTOR Industri anes
Inspections
Date Inspection Type Description Scheduled Date Completed Date Inspector Status
12/05/2018 R20.SFR/DUPLEX Sheetrock/Gyp Approved 12/05/2018 BUILDING Approved
FINAL
11/30/2018 R20.SFR/DUPLEX Insulation Approved 11/26/2018 11/26/2018 BUILDING Approved
FINAL
11/21/2018 R20.SFR/DUPLEX Many corrections 11/21/2018 11/21/2018 BUILDING Completed
FINAL
07/11/2018 R20.SFR/DUPLEX Approved
FINAL
Plan Reviews
Date Review Type Description Assigned To Review Status
03/19/2018 RESIDENTIAL SINGLE See red-lined drawings BUILDING
FAMILY
Fees
Fee Description Notes Amount
Building Plan Review Table 4-2 $1,996.53
Building Permit Table 4-1 $3,071.59
Heat Pump/Heat Exchangers $25.00
Mechanical Base Permit Fee $25.00
Park-Community SF Single Family $1,662.00
Park-Mini SF Single Family $484.00
Plumbing Base Permit Fee $25.00
Mechanical Commercial Permit Table 4-7;Per Unit 15 @$12 $180.00
Processing/Technology $25.00
State Surcharge- 1st DU Residential- 1st Unit $4.50
Traffic Mitigation-SF Single Family $3,355.00
Water Heater(Tank) $25.00
Total $10,878.62
Attached Letters
Date Letter Description
05/15/2018 Building Permit
Payments
Date Paid By Description Payment Type Accepted By Amount
05/15/2018 Sergio Orozco 70017046 cc $10,878.62
Outstanding Balance $0.00
Notes
Date Note Created By:
10/04/2018 10-1-2018 Insulation inspection didn't pass.House was not insulated.No one was on site.Per Kristin Foster
Christina @ Safebuilt.
05/08/2018 Lot 19 Kristin Foster
Uploaded Files
Date File Name
12/14/2018 4330657-1904 12-5-2018Inspection Card.pdf
11/30/2018 4240411-1904 11-26-18Inspection Card.pdf
11/29/2018 4235709-1904 Porch Engineering,pdf
11/26/2018 4221714-1907 11-21-18Inspection Card.pdf
05/15/2018 3495254-1904 Issued Permit.pdf
03/19/2018 3167160-1904 Application.pdf
Date: 03/20/2026
Permit#: 1904
Permit Date: 03/19/2018
Review Date: 03/19/2018
Permit Type: RESIDENTIAL SINGLE FAMILY
Review Type: RESIDENTIAL SINGLE FAMILY
Target Date: 03/26/2018
Scheduled Time: 00:00
Completed Date: 04/23/2018
Description: See red-lined drawings
Review Status:
Assigned To: BUILDING
Time In: 00:00
Time Out: 00:00
Hours: 0.0
Property Information
Parcel#: 00529900601900 YO SOY LLC
YO SOY LLC 3611 168TH ST NE
304 5TH ST ARLINGTON, WA 98223
Zoning: 111 Single Family Residence -
DetachedLot: Block:
r7-7 Zbbb bb4(5Zb)'1a1 4ZZ96 VM'N0XNI'Qd �ZZ96 dM �UI�aN
IN�?d1d'lPIIZ-4Z89 d6X090d
TNMV 60�1)VVV-6 Z I
81/BO l4 1�S,lIWd3d
Sd�N�ddd 101 d01d�;N1 Q
BI/41/Z M11dkYVNIWMd'd
i %1;5�ANI WON W5
31VO 0.B :NOILdl'dDS3O •A3, N%� 6 S11VZNO�
�SNoisin
z fl
O
E Ulu
6 LA—
Et
n�
Ree-
W110IV15@1N71}ICNN 8-i9'NIWNW;NNW
10"19 110-19 110"19 19-41
CIO"b 119-19 O CIO-9 16-,4 rb-14 11'I-Ib
¢ S51VI ¢ 4
d0°bey
SS3NE)3 d0°h,5 'OXd°9oZ E ns
e ri'XJGSSF2an /" !I
o- ¢ < I amo�rsaxaslau A 7 1
o� 1
N % N 71-1
O�
12
K O - 0
__
Q s �� O O 4
o
a
au'u��r
Lu
LL—
c dVY31 d0 obo9 � wl —,
O 1L
� _
o a
0.19 ��9"IG
c �
SS321`J3 d0°b,S dXd°k -E
110'G 110-IB
0'bl .0-D
l0"OZ O IZb 1
Jc:a v5
u C,
1P �
G, =S
Z'IB Z b 0-1 b
Tb�511 IZI ,Z 9 191
� r
I d0°boy
dO°b,9 u O 00
Q w, vo O O oN
II
II 711
p Q II ® O O °
� 11 N � c• �� �Q � �
11 Z
X-1
11 1 y '01 a N
u p —
' 8 x
'OXd°baZ '4XdobaZ O N O P
4 — 1W z =
dO°b,E OXd°boZ-E
� 10.18
Z9-19
10-ZI
--------------------
110"OZ IIO-Zb 110-19
110-IG9
r77Zbbb•bb4(5Zb)''Idl 4ZZ96 NM'NOONI'@'d
9N�7 Id�+IVC99 46 X09 Od
�Wnd 60113Vw-61 ZI
" - N
Sd�N,�ddd .m ;01 doldNl
l�s�lwb�d �%51ANI WON �-N5
91/QW/41/Z M!dkYdNlWI ddd NJI516 5ZVZNOJ
31H0 �,19 �NOI1dRJOS30 N3L sNOudnaI�
sNoisin��
zi
N
i
I z �
�Z
II I
I 4
I
I � -
z I
Ell
a 110-zl �� I
I
u,
Ell
110,11
Ell
I I
F � I
ow I �❑
� I
II �❑
I
� i
III' I � O
I I �
I 4
o
110-16 2 110-6
I
I
I
/ I
I
O
6zZ96 em'NO;M'av 4Zz96 dM ay
66X04Od
TMAV 60 13dW-61 ZI
5d�f�U ddd ;01 d010 N1 z Q
ali9oi� � dG -
91�4I�Z %N GIANI lWOH I�V5
:ava :Ae T1516 �IVZNO-l�
z � I
a- Y
z � Uz o�•
z
'NIW
ti c�"' c� O M Nei- `� nin0 III='19'I O
�N
c Illlllh
Vim" •• � a• I � � "`� z I III° v
ti
� � z
I
Z Sp � o o O
�[ 6, x
a.
klL
z
00
N O
ry r z
V�
0 0� n z � 1 3y W �� ddSld
"O-'Z OZ
Q Imo,`
IIO!6 'O-zI 9woo�GddN'Nlw 119 9
z
�o
Z- WM9
NIW,,94
CID
�—
�
CII III z
L � -
�
M��g�
I O O } nEz"9IWI
z F�U O o\ Q,
lo-Z W 3
Qs
g
�•
# N St c�adah N
z z
NIw I,9�
t,-.`,
3� "- �03 'NIw
+�'-� O " "' .p n� # gin III 19'
III- -
-____
= Z <z z II I_
n
P.
xA
V
Zbbb-bb4C5Zb)''I�l 4ZZ86 VM'NOIJNI'�d
IN IN'W R IZ-C29 46 X0a Od
:31V0 :1.8 MI1dlaOSIC 'n3a W5I 6 GZYZNO� 5�10N M;dId� M
SNOPMI
{ g`
>
b b b b trb bYb. b�b` b b b b b b b 5 b 4 6 i b tr b 4 b b 5 b w �
bYb bYb b� bb �' b �eb b b 6 by 6 bbb b b bbYb b b b" bYb bYbk yt°bk bYbk �Yb 5;. b+bk e� b6
_ d � men a a e d s & fb dy 5.., 6
' gy o, yy a a a 6 h^Y Y _ mr c qe + g 1 1 €
e91 d'ki 01 ^ "2 fb'k�l •dike ! ! ' "w _!kka. _.! _� _@ .@ �k f7 R' bFd e ! ul `9d oFR'. �'� b e C � - •�^ g _y 9 6 .9 iyg
'k- a �k .k• °. °_ ;= ;x aA :ky_ -k e @'� g 8d
k:'s "X: 'L^9 x� en CC"� e C e C e e .t !kw� m �k� �"d_ :k:= �k"• vk.e. '!c:� 'k k� k k xC �C.r Z yf ¢@ � � •fie
t X .9 ka�'ice a 1,e ^ e^ e�CS "� �^C k - %+kCe kCC kC k h kC kCh kC�+� k Che k Can
c c 1e " '�ge g '��; k^ a a Mo $�, $ ^ �'ee a t'a t^'a M. e n _ _ o
$9 q e e g I a ° a a 1 a g - p.a �^
9 `�g "d 2 7 1 9� m 9ga �M a gM 95@H 9� 9 9 f! 9M F 9 g 11
8" 8 a 8 8 �8€8@g8 8 6' 8_ q 8e 5@5@E€8 8 8 8' 8' S@e' 8€8� 8`
8Bi 86:f $8 1� 8 .i" .n " ^ � � }6_td8 88" .FgBg 8_sl' 8 8 y ° E Bc € � e 8888
X szi n$` ,'a' �' C
& `
x 41.14
13
o
x — P§ gbh
qqpp .8M p S 7 mill
e nq�•
B 5 J g S C N E •ii �K vu 9' SS R d 6 " - tii A t W 3 2 ie •A MS :3 M ® g� a e,fi b l l
f �
o o ,We z ° c °
x3 o;gym 3�i Wes- of Ws� 'o
wW zW°< �= QFm ap arM Qo
�5j qq �oz z°a�
$4h xai fGvxi io� z-.
_....
IT N
_: E
O32
--=as . G a i v - 8 gZD
e °
a _
-------I:Ai------------� a z i - b t °
m
Z
o >
z r,*
zzoo. z e
Z mom°= �� � oa �z °°' � g o� hW $��- W °°ao =°um° ° _ooz u, ez z z ,,._ a .. cm _ t _ =o�i�� az a 000 =omao e O vEm^'ua$ Kam'-4 t° c a ryry ryry « N�2 �'d'H_� 6cOf aw �o Jam zuF a "J° z r S r S v E $ U $ c E M
Q 3 °a�3 �ua E m� �az�o° ka€az o z °� ° � $ °�$o..
z z3�a° °�oz _ g> >z°�m �° axe am3za z gc �` ^�'�o
o$NF°F GpOpzao S S°mr oo �dW
S.Suz„rgp `�=�i„ z zYfm `o - a
f-"�`o�m°u�fn LL i3ao? �°u f..-zn= aN iG `„'o- 'v°og Tic"~ ,Q . � ------------------
------------------
° O
e
__
a 9 -------------------------------- �• O �__--- ° O° J°
-- - ------ ------- - r T +
o.
li ° �0 20 ��
3i x a• Ow as <Z as °o O u LL �•
'^ 'o W� lil 3 o wd iN $ ; Y Wes_ d� 2� W� °od of - S:lr
fl3° O° x zW u oaM 3a g¢ m _a 'o° g2z z°ms do 8 zoFi z m � 9 �'"' �o �5 �r "5o O � I S Ia �-
3 Som o cW� °G�t.,� ' 1° io$ Cz �° ao. jz e k�
Z nz F I 00 ==z °o i°IaY 6 N �g w2 z�a Om W �m k' g ` :� i
F �� 3g ii za o�Lu °z9 � °u°J8 i °- Z Nj C70 Si W
t z-' a ow °am UN O °o z Oo
x a w° gg° it9i Qmz i <K ut �V.O Orc QW O p6 H z
Y i 3� zi i =� �z33°m° o^' G�z >+< Do GQa OS O� E - '«v � E
io- o�oo J °� 3 C � z i ffi E g
Ufa, z$°z�=zN° W O o,^ Oi GNo� O- E
zfSo'="no O °
p =2 >f - w OwO� 3w oz 3�
O g li EW¢ �a iiia� z� °ao� pN oao�
z xr'Oh fg�uLL f E 3 3d w �EFa
o li Z LA in; � v � Teu �ug a n= �° �� €
Wz II OQOao �E
Cd E
u� I•I° Z. g 2; °a" 3 ,J,o c� �n o e q S
gg
--- --- O 03 _ 5 a �S$ V & S U32 i �
3 Y 1H013H'WIN SOS I „ � °s ^ d �
S i bHfi I o spoyiaW 1-11-a luaupmul spoyl-W eulyleby5 snonupua3
/ -
dVIb3AO
'NIW
.LH913H 11VM 1tl101'XtlW.LI
W
v 2
a ZEgu $ °�
o ¢ w� c J o�
¢ z o ¢
¢� g
5 w u ua
»'-'
y�QGw �'
6 z a .
N _�
n ¢ � � ne , FS
¢ �� z 2 i0 to
yy11qq�� $ 3 g ¢ � }3dy e3 n i s > z s a f z ZW 3
�D
a a Z 6 � Up _ z0 .4 3
Id
„< z iY G�11 " ,;�z ¢, " 3 ��� Y` P �o�i
n<��
ppy
°'� � ". ¢ a p S IT E a .op
a1 % -� E
3��j of 'o ewi0 "`s�`� � O-N� '�'` �' »,g E
ei VV 55o ��-- ZZ _ At
OJ N�C 5Y=N 1n to ¢ N ti>L N`G N SL Z LJ?i N ¢ �\ O = ? 9 x E-
a
hI
= -
Zbbbbb4(5Zb)'191 CZ96 NM'NOXN11W dM '"ogNI-d
9N I7d1d'N13.099 46xo,JOd _ � IWAd 60�VM-61101
i:B)RdINSMtl4l dp'd.YYi!'4
Sd�N�ddd ;01 dOld�INI
al/9o/� l�sllwa�d p R . f a %N 5- ANI IWOH w5
91/41/Z NM1d J�YdNIWl1�d
Tva fxa :NoudlaJs3a 'n36 W1516 S�'WZNO� SMd'Id%MW d001d d�dd16NV d001I NIVW /NOIl Mno1
;5NOISIAZ
lilt
N wn ¢"�
'C-'-
.4 O
r Ewa
i
I I
14
I � �
I I
7011914 SL
'f'Ao1"Z P'd01pZ 21/
O
O
— I �
10-.CY 0 Gb
110.1d9
- 4 �
- - - - .1d09190- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - -
I
�-
1I
s�
ao+Rzl II I O
Q
� 3
4,d z
I L - - - - - - - - - - --
- - - - - - - - - - - - �
I 14 I I _
i L — — — — — —
-4
- -.— - - LJ L . - - - - - - - - - - L
110-oz
01
Ir
o-,9z o 91 0 5
Zb66•bb4C9Zb)'1�,1 4ZZ86 WM'N017NIT�N �ZZ96 dM 'a0�'Ul�d
IN Vld L IZ-CP9 Gb X09 Od
uor u'm�+e�t�oaavr� XNMd 60�'NW'6 J,0'
JI)� 101 d01d�NI
I llWd�d Sd�N,�ddd .w.� �%5� ANI lwOH Inds
BI;il/ N111kYWNIWl1�dd
:�jd0 0.8 :N°1dR10530 'A3J N%I d S�IVZNOI� NV Id�NIM1 ZOd
�sNoisin�a
E E E N
°C E E E 0
S
p
fl fl � 3 ° °
fl ' R n ffi�°m
F
,n n
iz
zt-:03
0-9 0-8 0•9
N N �
fl fl n
o ° °
Ms IMs
0 0
a
b�ldda Zf Z �lddb Z"Z
MsII � � II sfdl�� J
o _ y
N
— NO WAVI aid VNA
N
N µ-
_ 6
P �7QId N II WWO
O N NII — — — — — — - —
NIfI WW19 VLZ 19M
N �
N fl
N
I N M NIQ 1 NOW
�1dWd z%z d dMd nz II — — — o — — — — — NOLLWn313III WWIO
z
I ado s
N'09-I MS
0 0 0 0