HomeMy WebLinkAboutPermit File 702 37th Street (2) ZyX City of Anacortes Invoice/Permit#: BLD-2014-0352
904 6th Street Due date: 08/04/2014
s P.O.Box 547
� ! Issue date: 08/04/2014
Y 0 Anacortes, WA 98221-0547 Expire date: 01/31/2016
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* (360) 293-1901
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Job Address: 702 37TH ST Permit Type: Single Family Alteration/Repair Permit
ANACORTES WA 98221-3462 Project:
APN: P56671
Remarks: Adding trusses to existing flat roof of residence.
Owner: ROBERT MILLER Contractor:
Address: 702 37TH ST Address:
ANACORTES WA98221-3462
Phone: Phone:
License#:
General Information: Fees:
Building Valuation 8000 Building Permit Fee 153.25
Plan Review Fee 99.61
State Building Code Fee 4.50
Total Calculated: 257.36
Deposits/Receipts: 0.00
Total Due: 257.36
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THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WAIN 180 DAtiS, Ott I
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WOFV IS COMMENCEF, ; r I
HEREBY CERTIFY TH AVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PKOVISIpN
OF LAWS AND ANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN ORANOT,GiHt
GRANTING Off' PER OES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER, TATedR1
LOCAL Gtl I CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. A''
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.-SIGNATURE OF OWNER ORAUTHO T-- ISS ED B rt'
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Residential Building Permit Application
City of Anacortes Building Department
P.O. Box 547 Anacortes,WA 98221 1.,'(J
Street Address: 904 6th Street
Phone: (360) 293-1901 Fax: (360) 293-1938
SITE ADDRESS: O.Z 39°7 j`T, f 1�7-c o(Cik-5
CONTRACTOR ❑Applicant PROJECT DnESCRIPTION
Namoetagaz OW4Jk..L (54315,L), itaik A, IA8
Address IX 31�/7 )tM_.!(‘
City/State/Zip / /4
AL9 1Z / W 16ZZ(
Phone 3r fj3o AX
State License# Exp
PARCEL NUMBER 1DC( � 1 1
City of Anacortes Business License:❑Yes a No
PROPERTY OWNER / ❑Applicant LEGAL DESCRIPTION
Name Doez? �/ Z 1j.4
Address akAPC /115 ARD
City/State/Zip t f PROJECT VALUAT N %l
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Phone FAX /.
Number of Dwelling Units
E-Mail Address Number of Stories
Building Area:
❑Architect 0 Designer ❑Engineer 0 Applicant lst Floor s.f. 2"d Floor _s.f.
Name 3rd Floor s.f, Basement s.f.
Address Garage s.f, Carport s.f.
City/State/Zip Deck s.f. Lot Area s.f.
Phone FAX
E-mail Address
CONTACT ❑Applicant LENDER
LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000
Name IN VALUATION PER RCW.
Address Name
City/State/Zip Address
Phone- FAX City/State/Zip
E-mail Address Phone No.
CONTINUED ON THE BACK
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APPROVED ci,k _c ---- i * 0 : , - ---1-%:' .
AUG 0 4 2014
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Job Truss Truss Type Oty i Fly ;
BB407486 T 02 SCISSORS 8 i 1 1
;Job Reference(optional)
Tri-Ooim1yTruss,Burlington,WA,98233 faun:7.510 s Jan 20 2014 Print:7,510 s Jan 20 2014 MITok Industries,Inc. Thu Jul 24 17:33:51 2014 Page 1
ID:BcditlONg1vrlYaw'Rnl2Wsyulrh-D7UF1t3?nxlVmWzPRMEs_TVlhitdObib7C 3nSyuloE
-1-0-0 7-2-10 13-7-11 20-0-12 26-5-13 32-10-14 40-1-8 -1-8
1-0-0 7- -1 C - -- 6-5-1 — 6 5 1 I 6-5-1 6-5-1 7-2-10 �11-0 tl
Scale= 1:67.2
5x6
5.50'12 6
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3x4 i 3x4
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5 T2 W5 T2 7
4x6 I • •
i - I ' 4x6
ca 3x4 4 W4
�. 4V4 8 3x4
d) 3 IN 3 B2 15 E32 W3 9
W2- 16 7x8 MT18HS 14 W2 irn
W1 17 '13 Wi I.
T1 ,, Si 4x8 MT18f-IS 4x8 MT18HS &.1 T1
2 18 4x4 3.00 12 4x4 12 10
I t 1.5x4 I; 1.Sx. I I'I ��j
4x10
4x10
7-2-10 13-7-11 20.0-12 26-5-13 32 10 14 40-1-8
' 7-2-io -.. 6-S-I 6-5-1 6-5-1 6-5-1 7-2-10
Plate Offsets (X,Y): [2:0-1-14,Edgej,_[i o_0-1-14,Edge] _
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d • PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 0.94 I Vert(LL) -0.84 15 >569 240 MT20 220/195
TOOL 8.0 Lumber Increase 1.15 BC 0.96 Vert(TL) -1.61 15-17 >295 180 MT18HS 220/195
BOLL 0.0 y Rep Stress 'nor YES WB 0,99 i Horz(TL) 1.15 10 n/a n/a
BCDI. 7.0 - Code IRC2012/TPI2007 I (Matrix) Weight: 170 lb FT= 10%
LUMBER BRACING
TOP CHORD 2x4 DF No.1&Btr *Except* TOP CHORD Structural wood sheathing directly applied.
Ti:2x4 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x4 DF No.1&Btr MiTek recommends thal Stabilizers and required cross bracing
WEBS 2x4 DF Stud`Except" be installed during truss erection, in accordance with Stabilizer
W2,W4:2x4 DE No.2 Installation guide.
REACTIONS (lb/size) 2=1668/0-5-8 (min. 0-1-11), 10=1668/0-5-8 (min 0-1-11)
Max Horz 2=127(LC 6)
Max Uplift2=-104(LC 8), 10=-104(LC 8)
FORCES (lb)-Max. Comp./Max.Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6304/258, 3-4=-5350/188, 4-5=-5265/208, 5-6=-4120/141, 6-7=-4120/141,
7-8=-5265/208, 8-9=-5350/188, 9-10=-6304/258
BOT CHORD 2-18=-187/5764, 17-18=-187/5769. 16-17=-76/4928, 15-16--69/4944, 14-15=-69/4944,
13-14=76/4928, 12-13=-187/5769, 10-12=-187/5764
WEBS 6-15=-37/2961, 5-17=0/363. 7-13=0/363, 3-17=-875/108, 5-15=-1195/126, 7-15=-1195/126,
9-1 3=-875/108
NOTES
1) Unbalanced roof live loads have been considered for this design.
2)Wind. ASCE 7-10;Vult=humph (3-second gust)V(1RC2012)=87mph, TCDL=4.2psf; BCDL=4.2psf; h=25ft; 13=45ft; L=40fI;eave=5ft;
Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL=i.60
3) All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads.
5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other men fibers.
6) Bearing at joint(s) 2, 10 considers parallel to brain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=104,
10=104.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10,2 and referenced
standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job Truss •Truss Type 'Oty :Ply .
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BB407486 TO1 GABLE 1 1 i
Job Reference(optional) _
li-i-County Truss,Buriindlon,WA,98233 • Run:7.510 s Jan 20 2014 Print:7.510 s.lan 20 2014 Muck Industries,Inc Thu Jul 24 17:33:51 20;4 Pagc 1
1D:RcdiflONgivrlYaw?Rm2Wsyulrh-D7UF1t3?nxlVmWzPRMEs.TVwj15A0p8b7C_3nSyuloE
I1-0-0 2('-0-12 40-1-8 411-1-8
1-0-0 2C-0-12 20-C-12 1 -d
Scale=1.66.6
3x6
5.50 12 15 16 17 18 19
14 Il: .l r ,•,I R 20
. 13 ., i I 1 1 lit. 21
17 ;II! i I1 i 1 22
11 11T2 ' I : T 23
5x6 10 it ; I • i I ,:I 24
9 I ; ff I 1, 25 5x6
n 8 I" • I 1 S T'13 I' S-13 ; r i. 76
ti-d� 7 i ' i .I '' .- 14 �3T1l4 ! 27
6 1 ' S, S 12 ' I ST12 SI-11 1 ` (, 28
5 9�8 S19 ST10 i S10 SI'9 TB i II. 29
4 T1 9Tri S i;7 i S ST7 yT6 1 1 3(1
3 11 Si'4 ST'5 i STS S"t'4 l ii 1 31
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3x6 3x6 -
('i3 62 61 60 59 5£° 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34
3x6 3x6
40-1-8
_ _ 40-'1-8
Plate Offsets (X,Y): [8:0-3-0,0-3-0], [17'0-3-0,Edge], [26:0-3-0,0-3-0] .
LOADING (psf) • SPACING 2-0-0 CSI DEFL in (roc) Iidefl Lid PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 0.05 I Vert(LL) -0.00 32 n/r 120 MT20 220//195
TCDL 8.0 I Lumber Increase 1.15 I BC 0.03 Vert(TL) 0.00 32 n/r 90
BCLL 0.0 ' 1 Rep Stress Incl. YES WB 0.09 Horz(TL) 0.00 32 n/a n/a
BCDL J 7,0 I Code IRC2012/TP12007 (Matrix) Weight: 306 lb FT= 10%
I
LUMBER BRACING
TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 DF Stud "Except* WEBS 1 Row at midpt 16-50, 18-48. 19-47, 15-51
ST14,ST10,ST11,ST12.ST13: 2(4 DF No.2 1 MiTek recommends that Stabilizers and required cross bracing
I be installed during truss erection, in accordance with Stabilizer .
Installation guide. _ .
REACTIONS All bearings 40-1-8.
(Ib) - Max Horz 2=-127(LC 6)
Max Uplift All uplift 100 lb or less atjoint(s) 2. 34,35,36, 37, 38, 39, 40, 41, 42,44, 45, 46, 47, 63, 62, 61,
60, 59,58, 57, 56, 55, 54, 53, 52, 5 1, 32
Max Gray All reactions 250 lb or less at joint(s) 2, 50, 48,34, 35, 36, 37, 38, 39,40, 41, 42, 44, 45,46, 47,
63, 62, 61, 60, 59, 58, 57, 56, 55, 54, 53,52, 51, 32
FORCES (Ib)- Max. Comp./Max. Ten.-All forces 250 (lb) or less except when shown.
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind:ASCE 7-10; Vult=110mph (3-second gust) V(1RC2012)=87mph;TCDL=4.2psf; BCDL=4.2psf: h=25ft; B=45ft; L=40ft:cave=2ft;
Cal. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60 .
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult Qualified building designer as per ANSI/TPI 1.
4) All plates are 1 5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 1-4-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
8) 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2,34, 35, 36, 37. 38,
39, 40, 41, 42, 44, 45, 46,47, 63, 62, 61, 60, 59, 58, 57, 56, 55, 54, 53, 52, 51, 32.
10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and RS02.10.2 and referenced
standard ANSI/TPI 1,
11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss
LOAD CASE(S) Standard
New Single Family - Permit Checklist
City of Anacortes Building Department
904 6th Street — Anacortes, Washington
Phone:s360) 293-1901 Fax: (360) 293-1938
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Single Family/Multi-Family Permit Checklist for Submittal
Plans which do not contain the following minimum information will not be accepted for plan check.
Project Address: Name of Owner:
Mailing Address: City: WA: Zip:
Lot: Block: Addition: Parcel No.:
Description of Work:
Phone No.: Cell No.: Fax:
Please place check marks by completed items, and cross out those that do not apply,
❑ o Two Full sets of Plans (Min 18x24) CII: =) TAtltltOt
❑ o Provide Landscaping=P-lan
❑ ❑ Complete Application Form _q __❑_— _ _-Fire-Resistive__Construction-where Required
o ❑ Provide-Floor or Elan-for--Ccnanity` _o--=---o-''"`= lo:�'st Size-�Spacing;Grade & Species
—n ❑ Headers;Doubled Joists, Blocking, etc.
SITE PLAN (8 1/2 xi or 11x17) o_----o----Floor-Sheathing & Underlayment
(Provide 3 copies) _ ❑ o __Any Conditl.Qns That May Impose Heavy Loads
❑ o Setbacks ' o.— ❑—lnsulatian tube Installed
o o North Arrow
o o Lot Elevations ROOF FRAMING
o o Lot Coverage /
❑ ❑ Lot Size ❑ d Layout of Trusses & Bearing Points, Show Hips,
❑ ❑ Property Lines (Recorded Survey) / Valleys & Ridges & Insulation
o ❑ Easements, Streets, Alleys ❑ / Ceiling Joist Size, Spacing, Span Species & Grade
❑ ❑ Location of Utilities ❑ d/ Insulation
❑ ❑ Erosion Control, Small Parcel o o"/ Ceiling Finish Material •
Storm Water Plan ❑ D ' Rafter Size, Spacing, Span, Species & Grade
❑ c' Location, Size, Etc., of Beams or Purlins
o FLOOR PLANS
o Indicate Scale of Drawing
❑ ❑ Provide Dimensions All Roof Systems
❑ ❑ Size/Locations of Doo s & Windows[) ❑ o/ Attic Ventilation (low & height)
o o Label rooms & Spaces o o Indicate if Attic Will Be Used For Storage ''c
❑ ❑ Indicate New construction From Existing ❑ ❑ Show Attic Access
❑ ❑ Show Dec s; Patios & Landings
o ❑ how .rlioke Detector Locations Roofing
❑ ❑ ,, Attic Access(s) ❑ r�' Sheathing Type & Thickness
o o j Show chanical Equipment Locations o o Roofing Type & Weight (provide attachment <' i''►?
❑ ❑ / Indicate Be i' g Walls schedule if tile or metal)
❑ o Indicate Shear Walls ❑ t Underlayment
❑ ❑ Indicate All Header & Beam Sizes,
Species & Grade
o ❑ Show All Plumbing Fixtures Including
Floor Drains
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