Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit 5545 - Silverview - Lot 20 House
CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - /g49 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address New Residence 16406 53 P1 S Residence JBJ Associates 2105 112th ASP— N_F_� Suite L02, Bellevue, WA JBJ Assoriates 2105 112th AVP_ N_F_, Suite 1(12, Rel PERMIT # S y-V.s Control # 28 -400 Suite #� Tenant Silverview Lot #20 Assessors Account # 779640 -0200 Phone # 462 -7030 Zip 98004 Phone # 462 -7030 Zip 98004 FOR BUILDING PERMIT ONLY PA/UP, WA ,/- S Ft. Sq. Office Storage/ warehouse Retail Other Occ. Load 1st Fl. 2nd Fi, 3rd FT. otal Fire Protection: ❑ Sprinklers ❑ Detectors Zoning R -1 Type of Construction r , Date: ,,1 Fees sq. ft. @ 1st F1. S sq. ft. @ 2nd F1. $ sq. ft. @ other S sq. ft. @ other $ Total Valuation of Construction $134,642 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt #78f Receipt #703q Receipt # Receipt # ny Receipt # Receipt # $ 762.00 5495.00 S S 18 50 S TOTAL $1275.50 Special Conditions FOR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary ❑ Single Face ❑ Double Face [] Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT HECUMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZEO IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION JR auex •'.4:(3 OR ABANOONtU TOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SANE TO BE TRUE AND CORRECT. ALL PROVISIONS Of 6Aw5 & u .wJ.'ANCES GOVERNING THIS TYPE OF WORK WILL 81 COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING Of A PERMIT DOES NOT PRESUME TU Glit &.'•OaIT, TO VIOLATE Oii 'L_. 'T'HEPRO !SION OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF .��'ouCTION. Signed C is '' Date ?/ s-,/B'Y LICENSED CONTRACTORS DECLARATION 1 hereby affirm that I em is nsed under prov IooQys of the Business and Professions Code. and my Date /license is in fullforce ana •Heel /S,`L• X Contractor (signature) ( ) ( ) OWNER- BUILDER DECLARATION I. as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure ti lr offered for sale. I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Data Owner (signature) CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - 18¢9 BUILDING PERMIT PERMIT # Control # 88 -400 a -i s — %°I Work to be done New Residence Site Address 16406 53 P1 S Suite enant Silverview Lot #20 Building Use Residence Assessors Account # 779640 -0200 Property Owner JBL Assaciates Phone 0 462 -7030 Address 2105 112th Av_P._ N.E_, Suite 102, Bellevue, WA Zip 98004 Contractor ad Ascariates Phone # 462 -700 Address 2105 112th Al<e_ [ALE_, Suite 102, fl 1 eviler WA Zip 98004 FOR BUILDING PERMIT ONLY ^nvpr1 fnr ,cC„ar,, ti,. --- Date: Sq. Ft. Office Warehouse Retail Other Occ. Load st . 2nd F1. r. . Total _ Fire Protection: ❑ Sprinklers ❑ Detectors Zoning R -1 Type of Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd Fl. $ other $ other 1 Total Valuation of Construction S134,642 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt #78J Receipt #7039 Receipt 0 Receipt #tlyi9 Receipt #I Receipt 0 S762.00 S495.00 1 S 18 so S mass salme-varassamx. TOTAL 11275.50 FOR SIGN PERMIT ONLY ❑ Permanent [] Temporary 0 Single Face ❑ Double Face ❑ Wall Mounted [(Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions Total square footage of sign THIS PERMIT BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION uo ■uac : •!i:EJ OR ABANDONtU FUR A PERIOD OF 180 GAYS AT ANY TIME AFTER WORK I5 COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SALE TO BE TRUE AND CORRECT. ALL PROVISIONS OF £ru .wJ.iANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TU G..t a.'.OeITr To VIOLATE UR L THE PRO 1SION /WOW OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE f .r1'a''JCT:ON. X Signed_ �� . �, Date a/ s /�'Y LICENSED CONTRACTORS DECLARATION 1 hereby affirm that 1 M Jlcjnsed under prow io 1 of the Business and Professions Code, and my license is in full force and rir r.t �,,_�, Date a// 5:,,,410.._ n' Contractor (signature) OWNER - BUILDER DECLARATION ( ) I, as owner of the property, or my employees, with was as their soli compensation, will do the work, and the structure % offered for sale. ( ) I, as owner of the property. am •MClusively contracting with licensed contractor's to construct the project. Owner (signature) Oats . 7r CITY OF TUKWILA Building Division, 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection - Li.t���f Site Address /6 5/06 ,3 "� L c . Requestor 12m-, Urt.r-c Special Instructions INSPECTION RECORD PERMIT # _.: 5 S -4( S� Date / --(6 - 9'0 1 Date Wanted eAJ d / /7 -Va (151 p.n Project 7_ _J As S R., Phone # 47/6 _ 7(J 3 c, Inspection Results /Comments: .,1i%� %� / • Arifl 0®L �'/ fr Alit 5 ia r4.`...Vil t.V.t • CITY OF TUAWILA 6200 Southcenter Boulevard Building Division Tukwila, Washington 98188 (206) 433-1849 Type of Inspection -- Site Address (6 got, 3 :3 Requestor Special Instructions INSPECTION rtmoill) qO PERMIT # -5 Date / —(o Date Wanted tilaby Project .L1 /,, 5Leti-e,tAfrea.e_. Phone # S/C 2 -- 70 (3 rp p.m. Inspection Resu 1 ts /Comments : ato s), 4! OL roila/c /')LS R2— Ple I )11 Coiri—ee J67\ Or. A N9 ring Hep Inspector Date VANF4/5.g71.C,r:.N.1: . . CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection \-`411r10■ RO4D LC' 3 i21 5 Site Address Requestor INSPECTION RECORD PERMIT # Date t—H-Cb ckte- Date Wanted 1 - 5 -90 CD. p.m. Project 51Iverui.e_uo Lot @c Phone # LKOQ-10 Special Instructions Inspection Results/Comments: Inspector Date 0* • CITY IF TUKWILA (Wilding Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection 'rZL2 3 Site Address /04,/0(p 53 !a/ ) Requestor Special Instructions INSPECTION RECORD 3: 35 PERMIT # 55115' Date /1/8/89 Date Wanted / /J9 /8q Projectcjii, �1.,[J /L,11{J /61-- Phone # p.m. Inspection Results /Comments: Date .' : S"t. .t�.:CSldyf `.Siv447.Wa tl. Kira: rriw.,..,.... ....r..........w.........«.,... .....,h.....,...,,.w.. , w.., w. .l..�r.:.alt 1,4 ...:..........w.. an.x ...+x..., ...a v.,. w. vn..,.. e.... d:.,.....,. r.,... .�y.a.:.y.e..au.;. .nx, ..'rokr�Me �*`� *av�w•wxzzarvnCe CITY OF TUKWIL(I Building Division 6200 Southcenter Boulevard Tukwila, WA 98188 (206) 433 -1849 REINSPETION APPLICATION PERMIT # J5Y5 Reinspection of 0'1-411S /`; ?SG T Original Inspection Date 1//6.M Site Address M/D6 53 /4'// 50, Project S/4-.1e4I,/i?4) 46e, #'-2-CI Contractor Phone Address Zip Applicant (signature) Date (print name) Contact Person (please print) Phone# OFFICIAL USE ONLY Reins ection fee $ 16V16° ($30.00 minimum) Receipt #31472 Date received )1/6/561/ Resinpection scheduled for (date) a.m. /p.m. CITY OF- TUKWILA Building Division Tukwila,,tWashingtonu198188 (206) 433 -1849 Type of Inspection 12)i WOLA NULI 1j r1 Site Address I O t Q S3 P( J Requestor [\r ) INSPECTION RECORD 9; l0 PERMIT # Date Date Wanted (j 139 p .m. Project 3ih\ QJ J QL) Lot ' a0 Phone# H(poQ— -7O3!) Special Instructions Inspection Results /Comments: 10/5 F /15 126' � 'p clef GO i /�o�"" a 5 k e l-c. / /..�,-- J See. ccii. -4) c 0 -t /1C).- .'ce G d re , /f ‘/c,/ l �w, Date // F/F-9 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ...,.,.......,..,,...« . .........................,.. ».» w,...,.....+....».....,.. w,....... i..+.,..,.. w.>. rn .:..c:.wmncue»,+,a.•xmct>•rxX.: INSPECTION RECORD cr: PERMIT # 15 Date \ 1— ^Sci Type of Inspection L C W0`\\ N 0.\ . ■ 1'1 Date Wanted 1 I -' - SC1 Site Address 1 L014() p 5,,3 pt Project SI NVQry l PW Requestor Z-?r�`� Thn Phone # 4`o 1O3Q Special Instructions Inspection Results /Comments: G/t/A9 Td5 "efl �� /s /145-p4- D/01,47 1'0 a Otae a 4.e1, co e 12a 2: i c Q Inspector Date 0/fl CITY OF'TUKWILA Building Division 8200Southcenter Blvd. Tukwila, WA 98188 433 -1845 /7618)7? Job Address CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall bee corrected. i M i .7! 07" ., Signed ////;"-e--1,--1- Building Official /laspctor CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection WoalbOa.rd 1\)o,.1 L ; n Site Address P Requestor 3.€Wj Jb nQ5 Special Instructions Date Wanted (1 f �- 0-40(..p INSPECTION RECORD \ :45 PERMIT # biAS Date k 1" - ei a.m. CM tcL) Project 5IV .Qr V 1-QU) Phone # `c(Qa- 1050 Inspection Results /Comments: (97-G06 not- ()al' IS Y"--- - asp e� pet e . t /47 -v- P2 - e . 1 Pt, Inspector 6t,t Date et/01 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection ,-- n5ulcclion Site Address [Q1-1O (c 53 Requestor 0--esc INSPECTION RECORD PERMIT # SfS Date (Os-v Date Wanted c--Q7-S9 a.m. Project Si 1\1 uke tx.) Lot- ao Phone # Special Instructions Inspection Results/Comments: Inspector Date IOi:ii'SYF.'Y+r'9t1':t.'iQF" CITY OF TUKWILA Building Division 6200 Tukwila, Washingtonu1911188 (206) 433 -1849 Type of Inspection Site Address /C Li/6)6 Requestor Special Instructions .,.,...<w.....,.,„..,,wv.,.. n...,„,,,. .„ ,.u..aow:...,.w.,T.....Gr:,as r�.•r.0 INSPECTION RECORD PERMIT #�'� Date /0 Date Wanted y44.e •.23 -a-4 P.m. Project Ot_gve,,,J -r) La Phone # c/6 2.. — -%D Inspection Results /Comments: 7/10j lc96k 1l aA,„? : r �-- ,, �c �t S - 7Czei-;61, , ., • f k 1 Date ( 102 3��% CITY OF TUKWILA Building Division 6200 Southcenter Boulevard 'Tukwila, Washington 98188 (206) 433 -1849 INSPECTION��RECORD PERMIT # J (J Date_10— ) 7- cl Type of Inspection Vii7.YY11Y1 Date Wanted 1 (� - -(�`�p�j .m. p.m Site Address l 0-10(0 �j3 P�a.ce Sou+h Project Requestor Jef r ..3-01'Z.f2 Phone # LA0Q—'105o Special Instructions Inspection R- sults /Comments : 1.-1,.e.1.71 —)262-7- Inspector 7&4/1 Da te 49/f9 C CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433•1845 Permit No 793 Date Date //4.S//6 / Job Address /6;e4/.6. .x.eatimvornamag,,,.eatertroart*4KausellastergaIlLOBRiatfitiOVViatitittli : / CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. (T) A": 7 / rt' ki e) / <Z7 e2 *C (Cc? i'' c...24 (V 6'41 ri-,;,,,,c, is Ca 4 e- e-ke e red ,:e-4-,c-..a ,::-... P 5 - so ,.L.-,- 1'017 .;.) . : : ) - / (p (0.) (..(t g e ..,‘ C5-.) 0 ), /1,6, 176•-"2,01..- tio)i ci 6 . .,:-.), ..- ,...,o ":-.),..-- , / . ......_ .„, ., r . -.244' c'..24 c* f /- , ,-)(e) 0)i (4, ...7fr) v c.: lc' /,' „,..s;,• •. , 1 / / i N r f-f-,?,, ) rya,.., ic,ie / ,---ti ....s s ,"/Plae.':4' Lel ,...* 1 e.:d ..4.5.0 0 i 1". / 4:674-(■70"/"..S (., 71 r i/ /.-41/ e., tad r 6,ra„ ii-06,‘ el? al) gte'.d.) /411-,p 1-0 /1-1 eea/1 /1' if) 5 C e"4:7'.1e4.? (0-:,7 >7 /I e:(;)4.- P.4.1 (1079 (•:.? / t &Pi "iet 1 27,211 trI(.471 - `..) Signed Building Official/Inspector • CITY, OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433-1845 Permit No..-5-5 Date /0//0 Job Address 53 C4.2- &2, CORRECTION NOTICE The following items are found to be in violation of Ordinance -e • c25-5?-) 0,7 and shall be corrected. il()e c -3- be / 401-- 0 -e e 77/ '71 a Signed Building Official/Inspect6e7 • .ii�k�.'�>.r S%%4t�`C.�+r�'7�1�5 �iYY:+ ri.,r...,., s.», a...,......... .......,�......,.w.........,.._ ......,..... , r .,........, ... .... ... ........ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # Date et Type of Inspection - '1'd -I c �,'L ./ Date Wanted Site Address �, (�,3 -1 �.Q - S .roject Requestor 07) aT Y_ Phone # Special Instructions Inspection Results /Com ents: d r Inspector Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT ON RECORD PERMIT # /-1Y4 / Date 5�7/G)/477 Type of Inspection /r�e/%jrt//__ Site Address /�i `�c l — h------1) . //l% Requestor Special Instructions /�0ii ".✓G -S u/i�).. 4 /d 1/ 141/1,1/. Gl✓/�� ;nl /,%- �r1/‘, l ii- J ',a --- ..a i /77/1/-- /r/-- 15 7 A/ /U/! Inspection Results /Comments: ////�/1l,% /r' // 9i i/1 /(17e/ , '/��4 .0 -- f /,� f /4// ✓ r-,',//,',/, /1 i tV gm Date Wanted y7' //47y a.m Project Phone # • 111 • Inspector Date ..../1,477 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 Type of Inspection f d' O%1r'yt Site Address ��% C) � 5 i .,( P S, Requestor ger! Special Instructions Born WA( I2A O71 INSPECTION RECORD PERMIT # •)C• /� Date 5/ 9/ rf Date Wanted ,4Ieq /c, Hof ao Project !i'%eYUre' Phone # :I3— /'f3 s , lie a+ l l 0/ Inspection Results /Comments: f.5.—i �`,/. G%/bst/ 1 nspectori Date ;,-74`4Y Permit No. Date C. CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433-1845 Job Address //.; 442?; CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. / * // /.;" /41,/ 5 • , /7)1 ; 62 et,/ ,2)1.14,-,: 7,/ lihv" , I -t,";)/ (1*:" 4.1 , 77/-1/..) /), I ',I) - /• , (// 4.7f, /K.» /0; /i4,•_z 7-1(2.a 27- --- Signed BUilding Official/Inspector CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 Type of Inspection ,j //-7.=:. %fir 't. %ir /vim Site Address /`t -fC./ li -- �`� /, 5, INSPECT('ON RECORD PERMIT # 6"'S•/' 3-- v/ e '� Date Requestor 7-",-' ii�f ✓54,1) Date Wanted 3- 3/^0'- a.m. Project r/,/,',7 / /irv' /.�t� Phone # p.m• Special Instructions Inspection Results /Comments : Titf /.•?: S/'% /%- )f 6 6/ -1i 'e ,tJ _'`, • , w /1 u . / > % ` = "/ - ih7+n 7- " : /. v ,- X/ / 14 / 14/6-- i�/�.- f ,t/147,o� 4/cr i r li,,9,'; ,4 � - A 5 /, 41v/rtt e; Inspector��'�- Wit" Date 3 ./..--e377 t' �. F1' iC" ;�:L^:Aff'Skf:2;;J:�'Y5^�nrsuYs� tt+uoss: CITY OF.TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Site Address Requestor INSPECT nN RECORD PERMIT # J S `is" Date :3 _ 1r5 Inspection Date Wanted �ayLdQ r T / 6 4/ 0 Cz s, Project slQv- , 40 T lea p.m. Phone # 7Frd Special Instructions Inspection Results /Comments: /%9/ ,4iW/ Inspector Date '3 7 ^P CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 r $4 BUILDI1G PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) BUILDING PERMIT NO. SITE ADDRESS: 16406 53 P1 S SUITE NO.: PROJECT: Silverview Lot #20 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 433 -1849 5_ 11-vt 0 X 2 Foundation 433 -1849 s _ sn ; n�- 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 x 7 Framing 433 -1849 10..Q3 7)9 X 8 Insulation 433 -1849 1 p_i��_scl ��-7 9 Suspended Ceiling 433 -1849 X 10 Wall Board Fastening 433 -1849 1 \ _9 ,sc' 7y 11 12 13 14 FIRE FINAL Insp: 575-4404 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 i X 17 BUILDING FINAL 433-1849 !INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G), 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department tor their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 04,29/00 l I e- 5`}Y ICBO Evaluation Service, Inc. A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Report No. 4211 April, 1987 Filing Category: FASTENERS —Steel Gusset Plates COMPUTRUS TRUSS PLATES COMPUTRUS, INC. 1307.11 WEST SIX II STREET, SUITE 114 CORONA, CALIFORNIA 91720 I. Subject: Con►putnis Truss Plates II. Description: The Computrus Truss Plates are punched from Nos. 18 and 20 gauge galvanized sheet steel meeting mechanical requirements established in U.B.C. Standard No. 27 -1 for A 446 Grade A or higher steel. The plates have 9.4 teeth per square inch of plate, each approximately 'h inch In length and approximately .106 inch in width. The teeth are punched in pairs, with each pair spaced 1/4 inch on center along the width date plate, and .85 inch on center along the length. Alternating rows of teeth are staggered .10 inch from adjacent rows. The "CN" series plates are identi- cal to the "C" series, except that every third row of teeth is omitted. flutes are available in increments of % inch in width, up to 12 inches, and .85 inch in length, as required by the design. The plates are applied to truss members in pairs on each face of each joint with a power press constructed in accordance with the manufacturer's specifications. Identification: The Computnus series C plate is embossed with the lever "C" for the No. 20 gauge plate and "C18" for the No. 18 gauge plate. The No. 20 gauge CN series is identified by the letters "CN" embossed on the plate, and "CN 18" for the No. 18 gauge plate. III. Evidence Submitted: Descriptive literature, details, calculations and load tests are submitted in compliance with U.B.C. Standard No. 25-17. Findings IV. Findings: That the Cumputrus '11•uss Plates described in this report comply with the 1985 Uniform Building Code, subject to the following conditions: 1. The connectors are installed as set forth in this report. 2. • Allowable loads are as set forth in 'Fable Nu. 1. 3. The allowable loads may be increased for duraliou of loud in accordance with Section 2514 (e) 4. 4. Connectors are installed in pairs on opposite faces of Ile men- ' hers connected stud are nut Installed at locutions where knots Occur. 5. Application of truss plates to wood members with a moisture content exceeding 19 percent requires 11011 only 80 percult ul'Ihe load values in'lshIe No. I be used. flans subntittett to the build- ing official for approval' must indicate a maximum moisture content for the wood at the time of plate installation. 6. Stresses at Ile net section of steel plates are not hi excess of the values permiled in Chapter 27 of the code. The maximum tensile load is determined by multiplying Ilse efficiency ratio times the gross area of the plate limes the steel design stress. 7. Where one -hour fire - resistive eooslruclion is required, see Evalus,ilon Reports Nos. 1352 and 1632. 8. The allowable loud values are recommended only when plans, truss designs and calculations are submit led and accepted by the building official as showing compliance with the Uniform Build- ing Code and specifying that fabrication lispectlon will be pro- vided in accordance with Section 2510 00 of the code. 9. 'Il•usses are individually designed in accordance with recognized engineering principles. This report is subject to re-examination in one year. TABLE NO. 1—ALLOWABLE LOAD IN POUNDS PER SQUARE INCII OF PLATE CONTACT AREA Evaluation ('('poufs uJ'lt'IfU I: rufuafluu Serried.' Me., err' issuer1 celery tul,ro fr inJ'urnuulirur to Class ,I uuvaGrr.+ of lCI!!l, ruifi;iaj' ilu' rude upon N•hich the !('port is based, li eahlatloa reports are HHUI s0 be eoastrssed as repre.euting aesthetics or soy whet-attributes not specifically t• addressed 1,01 as an endorsement ar rrt'ununrwrlutioi for use oldie suhjrrr report. This report is based upon iadeoeudwsl tests or other m'chhlh•Ul duos submilled by the applicaat. The l!'BO I: ruhurtiwr Service, ism, technical Sniff furs reviewed the tr. l rt'sllh.• audh,r other daur, but dues 1501 possess felt facilities to woke 011 indepeIdeat verification. There is no warranty by 1(.11(1 eralualiou Serriee, Inc., cores% or instilled. irs 10 ear "piurliug Ur usher stonier in the report or as to tors product covered by the repel, !'his disclaimer includes, but is nut filnired l0, raerchamahilily, LUMBER SPECIES EFFICIENCY RATIO SPRUCE —PINE —FIR IIEM —FIR SOUTHERN YELLOW PINE DOUGLAS FIR•LARCII 111 PEIICENT Direction o Load with Direction of Lad with Direction o Load wllh Direction 01 Load with Direction of Load with Respect to he Length Respect 10 IM Length Respect to h. Length Respect to the Length Respect to the Length TYPE OF 01 the Plate of the Plate of the Plate of the Plata of the Piste 0' to 45• 46.1090• 0•10 45' 46.10 90' 0• to 45' 46'10 90• 0' to 45' 46' to 90• 0' 90• PLATE C 165 146 165 146 204 161 2114 161 59 42 CN 110 97 110 97 136 107 136 107 74 42 Evaluation ('('poufs uJ'lt'IfU I: rufuafluu Serried.' Me., err' issuer1 celery tul,ro fr inJ'urnuulirur to Class ,I uuvaGrr.+ of lCI!!l, ruifi;iaj' ilu' rude upon N•hich the !('port is based, li eahlatloa reports are HHUI s0 be eoastrssed as repre.euting aesthetics or soy whet-attributes not specifically t• addressed 1,01 as an endorsement ar rrt'ununrwrlutioi for use oldie suhjrrr report. This report is based upon iadeoeudwsl tests or other m'chhlh•Ul duos submilled by the applicaat. The l!'BO I: ruhurtiwr Service, ism, technical Sniff furs reviewed the tr. l rt'sllh.• audh,r other daur, but dues 1501 possess felt facilities to woke 011 indepeIdeat verification. There is no warranty by 1(.11(1 eralualiou Serriee, Inc., cores% or instilled. irs 10 ear "piurliug Ur usher stonier in the report or as to tors product covered by the repel, !'his disclaimer includes, but is nut filnired l0, raerchamahilily, BRACING WOOD TRUSSES: COMMENTARY AND RECOMMUDATIONS ©TRUSSPLATE INSTITUTE, INC.. 1976 (11414"4. INTRODUCTION In recognition of the Inherent softly of a properly braced goof system, the apparent lack of knowledge of how, when. and where t0 mstdl adequate bracing, and In the interest of public safety, the Truu Plate Institute, Inc., on conwlutlon with its Component ManufKlurers Council membership, has undertaken the prepuitoon of these recom• mendabonc. Subetanhel concentrated study and deliberative review by the TPI Techmcal Advisory Committee Icompising a membership of The chid structural engineers of member plate manufacturing companies, repro. sentstens of The academic community, and independent consulting engineers) have been devoted to this effort. Consultation with the TPI Component Manufactures Council has resulted In bringing practical field lendlmg and erection poblemt into a sharper locus. Inclusion of the tentative recommendations for ensile handling and erection procedures is one direct result of the consultations. It is planned to study funkier and enlarge upon these tentative recommendations. Whsle the recommendations for being contained herein are technically sound, n is not Intended that they be considered the only method for bracing a root system. Neither Mould these recommends• loons be Interpreted a superior to or a standard that would neces/xily be deafened in lieu of an erchnecl't or engineer's design foe bracing for a penicular root system. These recommendations for bracing wood truism originate from The collective experience of leading technical personnel in The wood truss Industry, but mull, due to the natur, of responsibilities involved, be presented only at a guide lot the use of a qualified building designer, budder, or erection contractor. Thus, The Touts Plate Institute se easily disclaims any responebdey for damages arising from the use, applies• lion, or reliance on the recommendations and mfoemation contained nelson by budding &slows or by erection contactors. Figure 111e1 Figure lIb) ewe. Wad M hale ban.,y •• Cnnnl.a.1 111PN boding ma•n1PM aal.nt Inn co ndl Wu. balling N a sow ewi1N111 no ono IM goo n, fl t.. It i recommended that diagonal bracing (minimum 2•mch thick nominee lumber) be Installed It approximately a 45 drys angle to the Literal brace. Diagonal bracing should le attached to the oppolili side of The same member requiring lateral bracing. This bracing may be continuous or intermittent at The building designer's option: however, it is recommended that intermittent tpaclng not exceed 20 fee, or twice the horHOnlal run of the diagonal bracing. The round braces should be located directly in line with all rows of top chord continuous WWII bfacmg. Olhowlw, The top chord of the tint true can bend sideways and allow The useless ro Mill. This Milt, however tllghI, pull a tremendous cram on all connections of the bracing system, I e., 11e weight of The trusses would then be added to any wind force or construction load such as bundles of plywood or roof Mingles tending to tip the trusses over All fulling of bracing should be done so th1111 the trusses Mould lend to buckle or 119. 1h1 nails will be loaded laleglly, not op withdrawal It et not raommendd to nail scabs to the end of the budding to brace she first truss These K411 , can break otl or pull out, thus allowing a lolal collaps• As Ifo,w, are set In place. the bulldel or erection connect However x1110119 wood trusses are designed end labnuted, all the a at slake on the final nation and bacmg of a 1001 or floor system. 11 is a tho critical stage of construction that many of the really Ngnihcanl dengn assumptions are either fulfilled or ignored II Ignored, the COnwg0ence may omit on a (011111,1, of the structure, which at best is a substantial lots of time end matenab, and which al .0:11 could result in a lost of life The Truss Plate Institute "Design Specifications for Light Metal Plate Connected Wood Trussed" see retommendd for the deign of mdwldual wood pusses as %hucturd components only Lateral Memo, as may be required by design to reduce buckling length of Individual Truss members, is a put of Itie wood truss design and a the only bracing that will be specified on the truss design drawing% Lateral bracing it to be w99111d on the sire specified and installed at the location tpecllied on the True design drawings by The budder or erection contractor The building designer or inspector must ascertain that The %needled lateral bracing is properly installed and that this bracing n sulhciently anchored a ',strained by diagonal bracing to prevent its movement Special design requuements. such as wind bracing, portal bracing, seismic bracing, diaphragms, Meer wa1IL 01 other load bander elements and their connections to the wood trusses mutt be considered 1perately by the building designer. He Null detelmine site location, and method of connections loo diagonal bracing as needed to resat these forces. Diagonal or cross bracing ss recommended In the plane formed by the top chords, In the plane loomed by the bottom chords and perpendicular to the (ruts web members, as needed for the overall 'lability of the entire structure Truu bracing and connection details should be Mown on the budding designer's foaming plan as pert of the design drawings Bracing mararuls set not usuelly 11,1 MOW as put of the wood (ruts package. and should be provided by the budder or ere0110n Coniractol. The builder or erection contractor n responsible for proper wood trues handling and for proper temporary bracing. He must assure that the wood truest are not atiuclmally demisted during erection and that they are maintained in alignment before, during, and alter installation. Temporary or erection bracing may follow, but not necenanly be limited to. the building designe't framing plan. 11 is recommended thel erection bracing be embed a each true is plead in petition. Pyle ties fwl.a.lre lb, b..1a..,a * nips, I ,nia 1010 one • 100,1.11,0 b1,.y IN,11 would. wed OM 11•.,a CAni,mre.111I.N bade Oducuno..0 Figure 1)d1 C ,,o,obl. wee. eul..e seal Odooduli.1wM1001. nlww Iva" nwa 10 . ,.,,,d. 01.0 in II 111.0 morwm Iale 1A1,d b 1p.Iw/ el ar10..ne11y A.0:•n11.W STAGE TWO: During Truss Erection the builder or erection contractor must take adequate precautions to assure that the wood trusses are not alruclurally damaged Proper rigging, including the use of spreader bars end multiple pick up points, white required, is necessary lit prevent damage during handling, tentative rcommendatlgns ale presented in the Appendix heralo 11 a most important to brace the lint outs al the end of the budding securely. All other (riders ale toed lit the hull truss. Thus The recommended that continuous Weral boating be Installed within 6 inches of the ridge line or center line and al approuimateiy 8 feel to 10 feet mlervels between the edge line cal slope, tousles or tenser line of 11at trues and the eve, Fur double member 1:011.1 the swung between laterals may be m(.1,aed in 17 let to 14 feel. Diegunals. located between the lateral bracing end set at approaunately 45 decree angles. form Me triangles nquued lo: stability in the plane of The lop chord NOTE Long nuns or horny loads may fe (0111 closer spacing between lateral bracing and closer Inle1.an belween dragonel$ Figure 31a) Illustrates bmpurry tinting in The plane of tray ton chord fur plate busses 11 poltl!.1 . the rmv .'• :. : 1911•.' W::.ri 'n. 1•.. w1 :h.....11 :n1..0d be placed on the undo side cal the ern thug, w Iha111 wall na1 hart 10 be removed as the plywood deck 1119 n auohed The trusses ore Men held securely even during The decking process The deign of wood trusses in accordance with T91 design criteria *flume 1. Trust members see 011111ly straight, uniform in arose Metbn, and unllorm In deign properties. 2. Trusses rue plane nruclural components, Installed vertically, bawl to prevent tell's' movement, and parallel to each others at the design spacing 3. Truu members are pinned at pints foe determination of vial lone only 4 There Is conlmuly of chord mambwl 11 joints for determnede• lion of moment minus. 5. Companion member are laterally retrained at 'milk loo. lions Or intervals 6. Superrmpowd dead of love loads act vertically, wind lade act applied normal to the plane of she top chord, and concentrated bads are applied al a point. 7. In addition to the lateral bracing specified by The trues designer, the building designer will s4ecely sufficient laming at fight angles to the plane of the truss to hold ,ywy bus mambo In The position assumed lot it In deign. 8. The budding designer (not Me True designee) will 'pacify sull,cient bracing and connections to withstand lateral loading of the entire structure. The theory of bracing n to apply sufficient support at right angles to the plane of the truss to hold every truss member in the position *sunned for din deign. This theory must be applied at thee* sqs, STAGE ONE: During Buibing Design and True Design Indrelduel true members are checked for buckbng, and lateral Miming is welled ea ;KIWI Id for each truss member. The building designer must pacify how this lateral bracing is to be anchored or restrained to Meant lateral movement should all truss members, w bead, tend to buckle together as Mown in Figure 11b1. The may be accomplished by: 1. Anchorage to solid end wan (Figure 11011. 2. Diagonal bracing in the plane of web mambe/e IF(gum 11111. 3. 0iher moans as determined by the building designer. 3 MOT1. Le1we wawa Mew MN eve •1111/ 1 Ism 1,111 dl raw el 140 Il.e I *Y0 0.0.1,.11. 11118 ae•M11t r w.wNl. 1 / \ Plgue 2101 bracing system depends to a great extent On how two the 11r0 orbs 1, braced. One salislactory method a for Isle lust true top chord to 0/ booed to a stake driven into the round and warmly anchored. The ground time 11w11 Mould be supported as Mown in Figure 2 or it a spa to buckle. Additional round brace, In the opposite direction, Inside the building are also recommended. rat ll1 •nylon' 11 1 !11 e10i N1 yl g 111 e,N, 1 4.1. "1 0I1a11 n0ti ewe f notN N.•na se0111oad &.,.e 11e1 ON 11111. Pale aal.ee /•Ax••eM 01 *. MON f ,01111016, 01; 011(9rfl RETAKE OFH PREVIOUS DOCUMENT ICBO Evaluation Service, Inc. A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Report No. 4211 April, 1987 Filing Category: FASTENERS —Steel Gusset Plates COMI'U'1'RUSTRUSS PLATES COMPUTRUS, INC. 1307.13 WEST SIXTII STREET, SUITE 114 CORONA, CALIFORNIA 91720 I. Subject: Computnts Truss Plates 11. Description: The Computrus Truss Plates are punched from Nos. 18 and 20 gauge galvanized sheet steel meeting mechanical requirements established in U.U.C. Standard No. 27 -1 for A 446 Grade A or higher steel. The plates have 9.4 teeth per square inch of plum, such approxinaacly inch in length and approximately .106 inch in width. The teeth are punched • in pairs, with each pair spaced V4 inch on center along the width of the plate, and .85 inch on center along the length. Alternating rows of teeth are staggered .10 inch from adjacent rows. The "CN" series plates are identi- cal to the "C" series, except that every third row of teeth is omitted. Plates are available in increments of 1/2 inch in width, up to 12 inches, and .85 inch In length, as required by the design. The planes are applied to truss members in pairs on each face of each joint with a power press constructed in accordance with the manufacturer's specifications. Identification: The Computms series C plate is embossed with the letter "C" for the No. 20 gouge plate and "CI8" for the No. 18 gauge plate. The No. 20 gauge CN series is identified by the letters "CN" embossed on the plate, and "CN 18" for the No. 18 gauge plate. 111. Evidence Submitted: Descriptive literature, details, calculations and loud tests are submitted in compliance with U.B.C. Standard No. 25 -17. Findings IV. Findings: That the Compulrus 'IYuss i'lates described in this report comply with the 1985 Uniform building Code, subject to the following conditions: I. The connectors are Installed asset forth in this report. 2. Allowable loads are us set forth in 'Bible No. 1. 3. The allowable Itnnis may he increased for duration of load in accordance with Section 2514 (c) 4. 4. Connectta's are installed in pairs on opposite laces of Ills meal -' hers connected and are not installed tit locations where kiwis occur, 5. Application of truss plates to wood members with a moisture content exceeding 19 percent requires that only 80 percuit of the loud values in 'fable No. 1 he used. flans submitted to the build- ing official for approval must indicate a maximum moisture content for the wood at the time of plate installation. 6. Stresses at the net section of steel plates are not in excess of the values perml(cd in Chapter 27 unite code. The maximum tensile load is determined by multiplying the efficiency ratio tinges the gross urea of the plate limes the steel design stress. 7. Where one -hour fire - resistive construction is required, see Evuluualon Reports Nos. 1352 and 1632. 8. The allowable load values are recommended only when plans, truss designs and calculations ure submit led and accepted by the building official as showing compliance with the Uniform Build- ing Code and specifying that fabrication inspection will be pro- vided in accordance with Section 2510 (h) of the code. 9, Trusses are individually designed In accordance with recognized engineering principles. This report is subject to re- examination in one year. TABLE NO. I— ALLOWABLE LOAD IN POUNDS PER SQUARE INCII OF PLATE CONTACT AREA p; valuation reports of IL'i!U Evaluation Lion Service, tar., are issued WHY u► provide information to (.'lus.v A members of IG'/!(/, utilizing the code upuu which the report ix Gased. I: vrduatiun reports are our (0 he run07rulvl to rlprvsenl(ng uestlrel(es ur any tuber attributes tun specifically adtlre.►sed nor u.► an endorsement ur recommendation J'ur use vi'rhe subject report, Tills report it Gasld upon independent tests or lobes. technirnl data 'llllIISIIIlld 1',I' 1114' applicant. The I('lt(1 is valuation 5rn'irr, trrhuirul.11u/f lm.t reviewed the test results auddlr other data, but does 11441,assess /rs7 J'nvilities 10 smoke 1111 independent verification. There is nu u'arr11nlr by iCi!U „ fsruhtali Ill Service, Inc., express or irilplied, as to WO "I''inrhal; 1/r 01her mailer in the report or us lit any product covered 19 the report. 'Mils avel sister includes, bii A sat braised lo, sm'rcbtsmlhilil r. LUMBER SPECIES EFFICIENCY RATIO SPRUCE —P111E —FIR 1IEiA —FIR SOUTHERN YELLOW PINE DOUGLAS FIR•LARC11 111 PEIiCENT Direction o Load with Direction o Lad with Direction o Load with Direction o Load with Direction oI Load with Respect to he Length Respect to he Length Respect to he Length Respect to he Length Respect to the Length TYPE OF 011111 PIa10 01 Ilia Plata of the Plate of the Plate 01 the Piste PLATE 0.1015' 46•to90' 0'1045' 16'to90' O'to45' 46'to90' O'1o45' 46'1090' 0' 90• C 165 146 165 146 204 161 2114 161 59 42 CN 110 97 110 97 136 107 136 107 74 42 p; valuation reports of IL'i!U Evaluation Lion Service, tar., are issued WHY u► provide information to (.'lus.v A members of IG'/!(/, utilizing the code upuu which the report ix Gased. I: vrduatiun reports are our (0 he run07rulvl to rlprvsenl(ng uestlrel(es ur any tuber attributes tun specifically adtlre.►sed nor u.► an endorsement ur recommendation J'ur use vi'rhe subject report, Tills report it Gasld upon independent tests or lobes. technirnl data 'llllIISIIIlld 1',I' 1114' applicant. The I('lt(1 is valuation 5rn'irr, trrhuirul.11u/f lm.t reviewed the test results auddlr other data, but does 11441,assess /rs7 J'nvilities 10 smoke 1111 independent verification. There is nu u'arr11nlr by iCi!U „ fsruhtali Ill Service, Inc., express or irilplied, as to WO "I''inrhal; 1/r 01her mailer in the report or us lit any product covered 19 the report. 'Mils avel sister includes, bii A sat braised lo, sm'rcbtsmlhilil r. BRACING WOOD TRUSSES: COMMENTARY AND RECOMMIDATIONS ID TRUSS PLATE INSTITUTE, INC., 1976 INTRODUCTION In recognitlon of the Inherent safety of 1 penally braced foal system, the apparent lack of knowledge of how, when, and whore to mnall Wyman' bracing, and in IM Interest of public solely, the Trutt Plate Ingolute. Inc , In conwlutlon with Its Component Manufacturers Council membership, hat undertaken the preperatson of thew rearm mendetions. Subgenus! concentrated study and deliberative review by the TPI Technical Advisory Committee (composing a membership of the chief structural engineers of member plate manufacturing companies, rem. somnolent of the academic community, and Independent consulting engineers) have been devoted to this effort. Consultation with the TPI Component Manufacturers Council has resulted m binging practical held handling and erection problems into a sharper locus. Inclusion of the tentative recommendations for ensile handling end erection procedures a one direct Fault of the conull►I,Ora. II It planned to study further and enlarge upon thew tentative recommendations, While the recommendations for bracing contained Mum are technically sound, It ts not intended Mal they be wmldered the only method lot bracing a roof system. Neother should thew recommends. bons be Interpreted as uproot 10 or a standard that would maturity be weeded m lieu of an etchllect't or engineer's design for bracing for a articular roof system. These recommendahom for bracing wood Trusses alginate from the collective .oarence of seeding technical personnel in the wood Iruu industry, but mull, due to the nature of re*pontibilitin involved, be pregented only at a pule for the tau of a qualified building designer, builder, or erection contractor. Thus, IM Truu Plate Institute erpesdy disclaims any respon*ibl6ty lot damages arising from the uw, applies. lion, or returnee on the recommendations and mloemalion contained herein by building demount or by erection contractors. 0.e11 1111 sew „e w..ev +r Wort M IM dew/. f -0 wow 1101 110 1141 /id y Word town, 5, Figure 1161 Fipn (61 Mauro r.•pllon +t, Woe ale 4111 w.u.( C.o.... I11MM lawn. ,1.11Mn..1 Owen as 111041 ►w14ne el 111 ow. .erae. et M. wolf 1M 0..l ate ler Imams It i recommended that diagonal bracing (minimum 2•mch thick nominal lumber) be metalled et 0Ppeoaimately a 45 degree angle to IM lateral blocs. Diagonal bracing should be attached to the opposite ode of the same member requiring lateral brecinp. Tern bracing may be continuous or intermittent 4b the building designer's option; however, 11 is recommended that intermittent spacing not exceed 20 lees, or twice the horoonlal run of the diagonal bracing. TM pound braces should be located directly in Ione with all rows of top chord continuous lateral bracing. Otherwise, the lop chord of the first truss ero bird sideways and allow the mutes to shill. This that, however slight, puts a tremendous tram on all connections of the bracing system, 11., the weighs of the Trusses would than be added to any wind Iorce or construction load uch as bundles of plywood or tool dangles lending to tip the trusses aver All nailing of bracing should be done so that it the trusses should tend to buckle or tip. IM nails will be loaded btually, not in withdrawal It 11 not recommended to nail scabs to the end of the budding 10 Pace *he hrtl truss These gabs can break o11 of pull pus, 'hut allowing a total collapse. At trusses ere 111 m place. the budder or erection contractor must apply ulhcrent temporary bracing to hold the 1141011 plumb, in alignment and m a sale condition until the permanent Pacmo, decking, and /or theathlny can be installed. Temporary bracing should be not less than 7.4 d,menuon lumber and should be as long at practical for landing The use of short tower wefts of lumber between discern trusses is not ',commended. utiles% used temporarily m preparation liar ommedule msul4hun of longer continuous bncong IB Net mimmum !violist Temporary bracing lumber should be nailed with two double headed I6d nrads al every intersection ells the braced member Pr. assembly of groups ol trusses, on the ground. into structurally braced units which are then lotted Into place at assemblies is an acceptable alienate to the one at a limo method E tact spac.ny between trusses should be mainbamed as bracing is mstalle4 to avoid the haladoul practice ol removing bracing to adjust 'Pacing as sheathing is applied This act ol "d1usuny taacmy” can cause 1191111 10 topple if a key connection is removed at the wrong tome T(ust bnacm9 must be applied to three planes of reference on the root system to insure ftablhty 1. Too chord (*heathl09) plane. 2. web member plane On vertical plane perpendicular 10 trusses, and 3 bollom chord ',00long) pane 1 Top Chord Plane, Must important to the budder of erection 4onir01 bur is brainy 111 the pane cal me lop chord Trutt lop shordl are sulCepti6le to lateral tiucklin9 before they are braced 01 sheathed 11,1 However carefully wood throat are designed and (abrluled, all this It at flake in the hnel erection and bracing of a tool or Iloor system. It is 41 this ulhcal slags of cOntlructmn *011 many of the really sipndlcanl design astumphon1 are either fulfilled or ignored If 'quoted, the consequences may mull on a cutlet's* of the 'Dolton, which at bell d e subetanlul lost of tome and materials, and which at wont could result in a lost of life The Truss Plate Institute "Desogn Saehcal.onf for Light Metal Plate Connected Wood Trusses" are recommended lot the design of individual wood outset at flructulel components only Lateral bracing, as may be requited by dtslyn to reduce buckling length of mdlvldual trues members, is a part of the wood 11911 design and It the only bracing that will be tpecllnd on the truss design drawmgs. Lethal brecmg is to be supplied in the fife spelled and Installed at the loahon speedhed on the trust drogn drawlnys by the builder or erection contractor The budding designer or Inspector mutt ascertain that the specified lateral bracing It properly onshllled and But this bracing n sulticiently anchored or restrained by diagonal bracing to prevent its movement Special daugn requirements, wan as wind bracing, portal bracing, seismic bracing, diaphragm*, shear walls, or other load Iranslel elements and their connections to the wool trusses must be considered rurality by IM building designer He shall determine sire• location, and method of connections loo diagonal brecmg at needed to resist these forces Diagonal or cross bowing 1s recommended in the plane formed by the lop chords, In the plane formed by the bottom chords and perpendicular to the truss web members, as needed lo, the overall stability of the entire structure Truss bracing and connection details should be Chown on the buildmq designer's framing plan 41 Wet of the detlgn drawings Brame materials are not usually 1um11hed as pare of the wood trust package. and should be provided by the budder or erection contractor. The builder or erection contractor is responsible for proper wool MN handling and for proper temporary bracing. He must enure that IM wood truss are not structurally damaged during erection and that they are malnWned in alignment before, during, and after Installation Temporary or erection bracing may follow, but not necessarily be limited to, the budding designer's furlong plan. It is recommended that erection bracing be applied aI each truss is plated in position. 7 Flare (Ic) arnlpaee fie bvaan.e � qn „ n .011,01,444 . WOO I.0.,1y 1..M4I. p rreno „le 1.1 Canu,.,w, u,.,0 b0. +e Canp.nn.n A.» Figure 110 Iva. mom la ax..l.1. Id. of 014 01.0.11 140 m,•an ens ad IhG •ld 1111111.0•114 .1 111 a r+nal.l r A Not ,Oit•. C.1 no STAGE TWO: During Trutt Erection the builder or election cuntreclor must lake adequate precautions to pure that the wood trusses are not structurally damaged Proper rigging, Including the use of speeder bars end multiple pick up pont', where requ.re0, is necessary to prevent demise during handling, tentative recommendations are presented in the Append,. hereto 11 11 mot* Important to brace the Intl truss al the end of the building securely. All other trusses ate toed l0 the first truss, thus the k recommended that continuous begin bracing be Installed wllhm 6 Inches of the rodeo line or center line and al approximately 8 leer to 10 feet mtetvah between the ridge kite cal souped 1. saws or 4411101 fine of flat mutes and the eaves. Fur double member (runes this spacing between laterals may be Increased in 17 leer m *4 feel. Dlayonals, located between the lateral bracing and let al approximately 45 ague angles, loom the triangles requited lot slablhty on the plane of IM top chord NOTE' Long glans or heavy 04,10 may Femme claw( spacing between lateral bracing and closer mlervah helween diagonals Figure 31a) dlustralet temporary Mating in the plane of the 109 chord liar gable trusses II post, • I be placed on the 40de111,1; cal the 1941 Oxon so that it will not have to a removed as the plywood decking n applied The Irutsys we then held securely even during the deckmy process II is equally omlrorlant Ties arc builder or erection Mntuctor to mslall brauny on the p1111e of the sun chord 101 Ile root W Moor trusses The use 01 a similar bracing pattern 111 twmmttended for all *1a1 trusses Particular attention is directed to bracing al the end 0l 1111 trusses as shown In Figure 31b1 7 Web Member Plana 11 n also netts.,' to .1151,111 lemlxerory bracing irl the plane of the web members f his bracing n usually 40p ,n0nn11104( II t7 .1, in.,.noo f— —l0 40.91111114,Mmvu u,,.n 1.410011 111•11dw,11 n11.1410% 404.014 nil . 41•.1'oe.a1 111.00A 4.111101 N Ins....11 ^ . lea 4b.011 .04140444 Mw.01 NOT* tole wan1.4w1 *1"1011011 8460.0 Nun 31x1 ,1•1161100112••••••10.4. 0 tun t.04.rn 1,440,11.1.4 The design of wood *russet on accordance with TPI deer OrIMr4 nwmel 1. Truu members are 'nobility freight, uniform in Oral Action, and uniform on design properties. 2. Trursn ere plane nructural components, loatelled vlMlully, Priced to prevent lateral movement, and pweIN* le each other at the design spacing 3. Truu members are pinned al pinta for desermnetlon of aalel forces only. 4 There 1/ con6nuuhy of chord members et 10.011 10r des411.1.' Iron o1 moment trrawset. 5. Companion members are laterally meowed et specific bee hont or mlervals 6. Superimposed dead or love loads act verlicolly, wind loads are a0P6ed normal to the plane of the top chord, and osncantreNd bads are applied at a point. 7. In addition to the lateral Pacing specified by the trues designer, the budding designer will specify sufficient becing et field angles to the pone oI the 11ust to hold every 'ewe member M the position atumed for 11 In design. 8 The budding designer (not Ow trued de.*grer) will pec1(y sufficient bracme and connections to withstand lateral loading of the enure structure. The theory al bracing is to apply sufficient Support at rip** angles to the plane of Me truss to hold every trust member on the position asumed for it In design. This Ihoory mat be applied at three Awe. STAGE ONE: Dumlg Budding 0eupn end Trues Demon Individual true members are checked for buckllrg, and lateral Mating it specified e required for each Duo member TM building designer must Specify how this lateral bracing it to be anchored oe entrained to errant 'astral movement should 011 trust members, a braced, tend to buti4 together at shown on Figure 11b). Ton may be aceorrlplis ed by: 1. Anchorage to soled end walls (Popun (Id ). 2. Diagonal bracing In the plane of web members (Figure 11411. 3. Other meant at determined by the budding designer. 3 Roues 216) bracing system depends to swat extent on how well the first trues N braced. One satisfactory method is for the lint true top chord 10 be Meted to a stake driven Into the ground and securely anchored. The wound Pace Ilwll should be upp0rled as crown in Figure 2 or 11 n apt to buckle. Additional ground braces, in the opposite direction, Insets IM building ere also recommended. Irk e.ov .00 119101 n7 1alid dotage Iev, lea r.a1M 044..., 1./10 role. as • w1. 1ma moms Nepal w4 Mire 701.11 ...owes Figure 3(b) metalled at the same locations spec led on the architectural plan fee permanent bracln9 and may become part of thepermanenl Meting it is recommended out diagonal braeng be added at each web member requiring continuous lateral bracing 11 none it eec111ed, 11 11 recommended that d be placed at n0 9151111 than 16 beet inwnele along the truss length lot root Minn and 8 feel intervals for hoof *1411,1 II 1s not generally necessary for dlag0dal Pacing to run centime oumy for Me lull length of she building but o It recommended that the spacing between stn of doayona* bracing not exceed 20 feet, or twice the hortaonlal run cal the diagonal bracing. Rows of 2116 strorqrbecks may also be used to bran boor trusses where diagonal Wain, is impractical Figure 4141 illustrates diagonal Mating m the plane of the web members. Figure 4161 illustrates the lateral movement dud may occur d lateral teams is used w11hOut diagonal bracing. 3 Bottom Chord 'Mane. In order to hold Praia 'peon, On the bottom chord, temporary bracing is recommended In the plane of the bottom chord Cnntiuuoul lateral bracing at no paler than p feel 10 10 feet 101 centers 411419 the louts length 11 recommended lull lenplh of the bu.ldmg. mated to Me top of the bottom chord. Diagonal braelnp pee,.a bb., •nwN n anw0rwlntl. 70 root .,In.N1 „Irry" tl Wa,bq YAM &weal YMIS .e TI NNw el 04 wee ne,awl. .01,.,01 INNS Figne 41a) *me 1r len le la IMr e, ...lb Y•wlbrNne No Tell bar aloot en teem pile, b bbee ler nw1 1 1 I 1 1A1� 1 Yx.r e�Y� w Nor 1 wow+ r_ ll + 11 1 11 11 11 Flplra 4Ibl Trv.0 hraeul tlntM,ev11N00 l.b uI Y,l YN veil1 b,i eeenrl l 0.119.10 /11001 bluely between Wends placed at approximately 45 degrees Is recommended for llebitily of the bottom chord. Diagonal bracing in the plane of the bottom chord is generally not required ihn inghoul the length of the budding, but 11 11 recommended 1M1 It be located al lent at each end of the building, In most eaves, temporary bracing in the plane of the bottom chord is installed at the locations specified on the architectural plan for permanent bracing, and is, therefore, gnat in place as permanent besting. Figure 5 illustrates bracing in the plane of the bottom chord. Full bundle of plywood should not he planed on trusses. Thil 0onatruction bad Nosed be limited 10 8 sheets of plywood on any pair of trues and should be located eljacenl to the supprbts. No OPIUM concentration of any construction materials (such as gravel or shingles) 10 o.ewee rein YMerl bay enwr lr bet, — W rl ■00*..e.e104 A 101 n..... Figure SIb► o,eee,N boo , ,rued Ie view Nee er lee iMrrd d e e,.ne Ie lt N n ID e, ee tae taw hyetall N th 11 purlim we weed, spaced not to exceed the buckling length of the lop chord, and edegwlely attached to Mg top chord, It it rMMOm• mended that diagonal bracing be applied to the tendudde ail the lop chord to prevent lateral shilling of the par lint Flgwe 61DI Illustrates the necetuly for apulymq diagonal bracing in the plane of the top chord despite the use of closely spaced purhns. 11 it tecommended that this dagonal bracing, as shown in Figure orb), be installed on both Bidet of the ridge sine In all end bays. If the building exceeds 60 feet in length, this bracing should be repeated et Intervals no greater than 20 feet. 2. Web Member Mane. The outgo,' of (his bracing It l0 hold the trusees In a vertical position and to maintain the design spacing. In addition, 1611 lateral bracing may be required to shorten the buckling 13 Figure A111 A suggested procedure lot lilting Irutwt Is illustrated in Flout, All l el the bun roan don not exceed 30 lees. 111 C H- Mal we. w 1:7� el 11.1i we.. rvp... • pun Nl 1,101 b•.1 I ail el leereewpS, .....�� hliw1 .,,kNI. tenter W111 OA Fleur* 5 should be placed on the trusses In any one area, they should be Spread out evenly over a large area so as to synod overloading any one truss. All mechanics! equipment should he loured only on the Pulses epeclhcalfy designed to support it. 11 should not be drooped at even set Iempoterlly m any other area unfelt the pusses are adequately shored, All (loot (dues tlwuld be adequately shored if pallets of mason's, materials are to be stored Iemponrdy until the neat higher walls are finished. STAGE THREE, Permanent Bracing n designed and tpecdled by the architect or engineer for the structural safety of the budding. It Is the responsibility of the building designer lo indicate lore, location, and alt*chmenls Ins all permanent hracmg as required by design analytic, In general, it it desirable to design and locale all bracing o that it may work together with other structural parts of the building (such at shear walls• portal frames, bearing walls, columns, beams, etc.) to achieve total itrutlural mtegntY• length of a web memlxr As described eacter m 1M discussion of building desi•I0 and truss design (STAGE ONE), diagonal bracing of end anchorage is twinned to tteb4ne the lateral bracing Diagonal bracing In the plane of the web members is also used to distribute unequal loading to adlarent trued and to tweed lateral forces to diaphragms or rhea, walls. Spacing of rows of diagonal bracing in the plane of that webs is a matter 01 judgment to be made by the building designer. and will depend upon the truss span, truss configure. lion, type of budding, and the load,rq Generally, for root trusser, the spacing ranges from 12 Ins to 18 teal depending upon how it relates to the beating in the plane of the top chord. f or floor trusses the cross bracing should be approximately 8 leer on centers. Lateral 24 thong backs may also be used for some floor systems Figure 1 end F iqute 4 Mutilate to sang in the plane of the weld. 3. Bottom Chord Plana. That bracing is required to maintain the truss design spiting and to provide lateral Support to the bottom chord to resist buff ling tunes in the event of reversal of stress due to wind uplift or unequal tool or floor loadings. For mub•ple Marino *russet or midwife conditions, portions of the bottom chord b^ronte compression members and should be brand laterally to revs* buckling in the tame manner es the top Chord of simple span pusses, Bracing in the plane of the hotlorn chord is also designed to tranlf,r lateral forces due to wind or tenmic loads into side wells, shear wells or other resisting structural elements Diagonal, between continuous leemal bracing serve to stebdq, the bottom ehntd. It it recommended that one complete bay of diagonal bracing be Installed at each end of any .building, and additional such bays be located al specified intervals not to exceed 20 feet. Figure 5 illustrates the um of bracing in the plane of the bnllom chord. Thew recommendations for bracing wood busses have been derived from the collective experience of leading technical personnel In the 0/00(.1 outs •nduslry but mutt, due to the nature of responlibllitln Involved, be nlrsenird only at 1 pone fur the use of a qualified building Avsigne,, buddct, or erection contactor. 14 01,101.• n.. Tht Tee tine 110 brl n 0oO1M Irreweb pe1,111 Firyn f11a) Permanent bracing mull provide sufficient support at right angles to the plane of the trust to hold every trust member in the position assumed for it in deign. In addition, permanent bracing must be designed to twist lateral forces imposed on the completed building by wind or seismic forces. Reel.yA,n Meter! Permanent bracing may be subdivided into three logical compo. nenll: 1. Top Choral Plane. That bracing ie designed to resist lateral movement of IM lop chord. If plywood floor or root sheathing is properly applied with staggered joints and adequate railing, a conhnu• out daphragm action it developed and additional bracing in the plane is generally not required. Some metal roofing materielt may be depended upon to set a1 a diaphragm when properly lapped and nailed Selection and use of thew materials It et the discretion of the building designer. 12 APPENDIX It is intended that Pa appendix contain only tentative mom. mendahons that may be used es a guide for on.site handling and erection until a more complete statement can be prepared. Thee may be some Instances In which additional precautions will be neeeleary. UNLOADING. If potable, trusses shall be unloaded on relatively smooth ground. They shall not be unloaded on rough terrain that would uuw undue lateral strain that might result in distortion of true joints. Dumping of Irutus is an acceptable practice provided that IM trusses are not damaged or excessively stressed in the eel al dumping The builder shall provide protection from damege 1141 may be caused by online construction activity. STORAGE. Cue shall be taken to as not to allow excessive bending of trusses or to allow Zipping or toppling while the trusses we banded or when the banding n removed. 11 trusses fabricated with lire retardant treated wood must be stored prior to erection, they should be stored in • vertical position to prevent sealer containing chemicals leached from the wood Iron standing on the plates. A further precaution may be taken by providing a cover for the truism That will prevent moisture Iron coming in direct contact with the trusses and which can be ventilated to prevent condenuhon ERECTING TRUSSES. The (ruts erector or budder shall take the necessary precautions to insure that handling and erection procedures do not reduce the load carrying capacity of the Truss. Trusser shall be installed plumb, at specified spacing end m.plane (i.e„ (ruttn will be properly aligned!. It Nun; Al2) For trots titans between 30 leer end 60 Ital a suggested lifting procedure Is shown in Figure Al2). It Should be noted that the lines from the ends of wr toread■r bar "toe in" If Thew lines should "toe out." •hey wilt tend to uuw buckling of the tows. IT ryw Figure 4131 IF.-"— // \,:' 117 7a oe boo Noe. For silting busts with want in excels of 60 feet, It is rec0m• meddled *hat a 110009 back be used of illustrated in Figure Al31. The slron0 back should be attached to the Inp chord and web members e1 intervals of approximately 10 fen Further, the strong backs should be n or above the mid height of the (rust 10 as to prevent overturning. The thong back tan be of any material with Iulbuent strength to LIMY carry the weight of the truss and sufficient rigidity 10 adequately runt bending of the Pus. • 11 I //A svy agI /� ���� iyyys .Y/IYa ..ILC1�.1..irai_.Ltt_ NuiiiTiaiiiImIM iloWnillikallui in111ntaultI/ mer=tiffil®Sms-= 11111h11111/111111allti1 IiiilliiiItlliliiiiill! 1_SIIiIIS 1 Ii11■ _II Tee tine 110 brl n 0oO1M Irreweb pe1,111 Firyn f11a) Permanent bracing mull provide sufficient support at right angles to the plane of the trust to hold every trust member in the position assumed for it in deign. In addition, permanent bracing must be designed to twist lateral forces imposed on the completed building by wind or seismic forces. Reel.yA,n Meter! Permanent bracing may be subdivided into three logical compo. nenll: 1. Top Choral Plane. That bracing ie designed to resist lateral movement of IM lop chord. If plywood floor or root sheathing is properly applied with staggered joints and adequate railing, a conhnu• out daphragm action it developed and additional bracing in the plane is generally not required. Some metal roofing materielt may be depended upon to set a1 a diaphragm when properly lapped and nailed Selection and use of thew materials It et the discretion of the building designer. 12 APPENDIX It is intended that Pa appendix contain only tentative mom. mendahons that may be used es a guide for on.site handling and erection until a more complete statement can be prepared. Thee may be some Instances In which additional precautions will be neeeleary. UNLOADING. If potable, trusses shall be unloaded on relatively smooth ground. They shall not be unloaded on rough terrain that would uuw undue lateral strain that might result in distortion of true joints. Dumping of Irutus is an acceptable practice provided that IM trusses are not damaged or excessively stressed in the eel al dumping The builder shall provide protection from damege 1141 may be caused by online construction activity. STORAGE. Cue shall be taken to as not to allow excessive bending of trusses or to allow Zipping or toppling while the trusses we banded or when the banding n removed. 11 trusses fabricated with lire retardant treated wood must be stored prior to erection, they should be stored in • vertical position to prevent sealer containing chemicals leached from the wood Iron standing on the plates. A further precaution may be taken by providing a cover for the truism That will prevent moisture Iron coming in direct contact with the trusses and which can be ventilated to prevent condenuhon ERECTING TRUSSES. The (ruts erector or budder shall take the necessary precautions to insure that handling and erection procedures do not reduce the load carrying capacity of the Truss. Trusser shall be installed plumb, at specified spacing end m.plane (i.e„ (ruttn will be properly aligned!. It Nun; Al2) For trots titans between 30 leer end 60 Ital a suggested lifting procedure Is shown in Figure Al2). It Should be noted that the lines from the ends of wr toread■r bar "toe in" If Thew lines should "toe out." •hey wilt tend to uuw buckling of the tows. IT ryw Figure 4131 IF.-"— // \,:' 117 7a oe boo Noe. For silting busts with want in excels of 60 feet, It is rec0m• meddled *hat a 110009 back be used of illustrated in Figure Al31. The slron0 back should be attached to the Inp chord and web members e1 intervals of approximately 10 fen Further, the strong backs should be n or above the mid height of the (rust 10 as to prevent overturning. The thong back tan be of any material with Iulbuent strength to LIMY carry the weight of the truss and sufficient rigidity 10 adequately runt bending of the Pus. • 11 mw �NII �IIII �IIII �IIII �IIII �IIII �IIII �I�I� on y ,� E nT m A u ro '3 Ai cit@ tE pc_an b t §`�d m r , 2 g' ca ° ° 5. ca gdtycg ;Ig a�PuaH. „w � o' u � E g trogVfV q = °u L :• =mQ0.0 ° $ 3 c c ¢ roes Ar, vA°y8 5 me= �_ ° $ p u F N # A „. w , ro � H� Ev m b .22m g Z atom %$� n t!� ou2 v gam° o ro zo ° adz `C it ob,c'. N ° VE NV Ea °c G t • 5vo u, - v, Ev ° nImE°,vZi mE w N '�I%EyE Z4 E° u iie ro n c°_n °, rn bi F- ^ o � b N .rn c°n rn a m r "c.= a n U' � 'Etat "y� u� u n pd u s33x„aC 0N0WW a-°I °61mU0 �+O V V Onu.m ., E �n �uOdOt Oa50u.��: o .- l�l t7 46 to 1. al aid a mmWUU Wm M aaa > M44 r'1 m V 88 d L Oi6NZ° .4 I1 .+ 4 0 01 111 II II II II %a u Zwu•+NMQ WD II NN N IO sss . .m a L 01:30I- NSW c olNSW J- 0N0 LZUDWU H U m H a a E a U a 2E0 000V -7 E 11 II 11 N OLJF -FOm .+NM nL W mw 1aa om a RZ1mmm r.ao a mweim o 1O IA.rO9.. !n 1-a + *ph 1 1 1 1 zo J J a ° H .4NMS a 1- 1-1-1- a 1036 RIGHT LL Wfn d w 0 O LL Z W2t a rn o w • d :tt W d I ¢ LL 0 0 <n 2 Z LL w u, lL O LL o J to X cn Q � O m W {- LL O O o cn Q a LL U w o u� N N u. LL O O N 1950F 1 1800F z O Z O O w 1- O z w J Z LL w w w 0 Q ¢ 0 0 N 0 0 d 0 Z H N a CCx U) w m w W m w O ¢ W ON °u _ (n N 0 TOP CHORD BOTTOM CHORD FILE NO.: T- 28- 10 -42* 4/12/85 REV: 6/27/89 SEQ.: W- 230 u L hi m � ay S3 S C 1 f fi liigg p '5 C °V FM N u d _ .0-6,43.0.,1 E a a a a c T N 4,-3. gAN ° +i 2 11AZM ltd 5 °m NFrgcOn i A Et'L. : ,c ois OO I ull 1 g 6 b,360 1Na W 26 ossd°,osE !bIH;9 Li1�!!u1u;I1 Z 1oz Onu.l -.._ sl0.0 �0& : 0u. 'f: -z N..: N M a m ,O ri m 6 O z M' 4 Uj 0 + + ct r to ib u Q m u r N 0 n • ID rsr I ID sn • N O O 4 Ia� g !ri aaiv.•o kral ,,, ..0_, 0 y : friiiPik .„„fraint.,,,,, uu,,yy O 0 000 8 .1. k .1 222 mS b8. i /9 Jd 3 LL 3 8 o C" nn M!t e !A, 22 f Gl ,n q vi 0 0 v 1 Symmetrical about centerline SMINIMUM2x41200FMSRWEBS SS MINIMUM 2x612 HEM -FIR WEB SS SSS MINIMUM 2x4 1450F MSR WEBSSS { @Q MINIMUM 2 x B /2 HEM -FIR WEB i1'Lt { 1 In u. 0 N LL 0 LL 0 2 LL 8 LL O lfl 1- LL 8 In LL LL 8 N LL 8 N W N c A 0 ir 1 F 1 CHORD IBOTTOM l CHORD 0 W W � FILE NO.: 6-19X29 -12-37 NOTES: 2/3. 03L REF.: L C-15 DATE 7/20/1989 DES. BY: y W SEO.: N 11907 2 ro of g 6 mu $ F8 v g o p D 2 mNg g 0 + + u O i 30333 . 4.' 1 • u 6 o � 1, tirM 22]]]21 nM « «n "1.444S ✓ O AAA A �N11i)i 6V4° 42 5. M I/)1 N 1 0 U K ci Att a1 3321 1;4 0 ap N v Symmetrical about centerline LL 0 LL 0 LL 0 LL S CV LL 0 LL O 1) LL up (0 X X LLpp 8 N LL 8 N W N E ALL WEB MEMBERS: 2 x 4 STANDARD OR STUD GRADE HEM -FIR. UNLESS NOTED BELOW: 0 co w T 2 2 Z 0 00 h= 0 OQ mV 0 mz 3w NOTES: 5/5. DEL DATE: 7/20/1999 All 1 IPA VAR 9 ALL WEB MEMBERS: 2 x 4 STANDARD OR STUD GRADE HEM -FIR. UNLESS NOTED BELOW: 1 SMINIMUM 2x< 1200FMSR WEBS SS MINIMUM 2 x 6 I2 HEM -FIR WEB SS I I SSS MINIMUM 2x4145OFM5R WEB S$ I @ @ MINIMUM 2x812HEM-FIR WEB 1201; LL 1 2 u. 0 v LL 0 i LL 0 2 Li. N lL EK K LL LL to LL E to LL S N u_ d N 1 TOP CHORD BOTTOM CHORD ° W FILE NO. T- 22-B-42* NOTES:4/3'ALT STUBS REF.: TPI-5 DATE 6/28/:989 DES. BY:AIYN REV: 7/20/89 (- SEQ.: w 11770 z 6 0 DOOR . + ""2"5111 mN .414 Na►3OnN Y Y co OO 1 1 1-1-1-1- mvtn 11 r x n r r r .4 W .1 N M R Y1 .0 N GOOD 010x3333333 r U) m O•nO0• JJ V •O.OV' z O m0 MM el 12 itl; SE .°1 ILaaa n� .c+nv * OOOO 151210000 .0 444V1 vva 0010 m .).OWN + +ZMN -.-+NM J ~ WIT+ 1 ▪ 1 1 1 J UU M i + 1 1 1 1 r 0 0000 00 J JJJ UU •r•Nlr)al�r0 LL LL LL LL F V 1-,...1-1-1-1.. M M H N ZZZZ 7777 UUUU 1- 1- 1- m 8 I r1";.; A 1/ -1 LL x LL O u. O LL O 2 LL 8 14- 8 LL LL O x x LL LL 8 LLpp 8 CNJ N_ 0) N 7s 2 X 2 2 w x CO N 2 7 2 i a.r9 00 0 0a OV 0 �(wW] • tnd a N d d o i. x - a. O N N ? 1 O N .0 Q 0 1^ I -, . E w .N u d o .� al w a v W C N 1= d ,°q U U) N 10 d 7 u c du dr.D 1'� d u � it o K on of n ; d o A c c A'm U A d _. c N W d u{ d D r, ta 91 C D N 'lJ N y ro N N D 1,Ni1 .1= d is co a ro mg. c°`1 A w E " D5 ?)...k, vld c -8. Eo�t,a1;.. 0 ' .2n %vul4o ,nm i e � O 0 A .E e O O V To f 8 L U W N Lsi 0 0 1p 32,48? N C ry Q N O p C r a- V d N C 2wa DN m AZ 11 N .� .1' dQ D. U •14, NNN O N .- UN W B d 111D C .1, = C — • O_ C d S u>OD El a. ><� t' WI Y NOON. °�m N -gED Ca.UN i° 4 !Ll 1^$Q ODU _a dm Ulm Ba; d d a '+2 w N d d c o Ci N N TS �' U 1] •• N N" D N O 111 y O C c$131-!9•• ` N ' b U 61 i d 2 q N 8. 2Q1^ U HV.. NC,dN "'ti Cd L au E ° , c > o c k E A E C t Z. a °N 2 call 7 C d A 'Qn el 7 U E EI _ N s • N p o oNNmhmF. E�tt. 'arsuicusro�,vU °Du o u;dro76uno6l o^IEmt 1l ,E °c_ uxElo z q u ca D U L�3- u r F N A O C c 2 U' 21,20;... TlilEt :14 Eca..oh .0)-E€ c °uQocs6V0oo.S01°.fdlc-V o O ^ N 17 V VI Io n m ai O , c4 ri O • 11. 4n4 } e fel 1voaZ° _ -. M- t4OU1Nu (AW.+ • W • u u 11 ¥ N 0 3 Ill a at n CI oi- mm 1 a . L0000zCJII uoJ '4 z lu '- U U .- aw, aA F_aluaw 2Z/19 OOI]I -O E 11 11 a I _1 1- U CI .tN a I .. U O(- WIL (n ac OIL)0 aTJa1� 3 QZ Ci? s- u�)1�0 MA $ 0 �Olp 11 1 ap • II- - J _-J Q Xi Y Y •-• Al n 518 RIGHT = REACTIONS: LEFT . 0 w w 0 w a w 0 Q 0 w z 1- w 0 w m J J a C13 J 0 J w m 0 w 1- O Z N Z 0 w z 1- 0 LL LL z LL Z 0) 0) LL 0 LL 0 st LL o Ln u_ 0 11') r x LL 0 1n 10 1 LL O O m u_ 0 0) O) u- 0 0 1 N LL 0 N N N LL 0 0 N 0 Q w Ni UN N S rl C • 1 0 S - 1 0 C ES ST Wind Velocity 80 mph Exposure B Project Identification i_ 11 BSystie,em s NOTE: Only checked notes 1) S1}EET A Crake Desi90 FY:zi.e *07234 apply. See plans for note applicability. Roof•Diaphragm: Except as otherwise noted, and except where spaced strip hathing is�us `d, roof diaphragm shall be sheathed with 32 PW or (2 Waferboard, blocked unblocked }/ , fastened w/d nails or _ gage x 2 staples ® to ° o.c. @ panel edges and /24! o.c. in field. 2) Exterior Shear Walls: Except as otherwise noted, exterior a shear walls shall be sheathed w/ �5�2 PW or 'Z1',Waferboard, 1 face ✓ , 2 faces , blocked, fastened w/ nails or x staples @ o. c. @ panel edges and o.c. in field. V/ 3) Garage Front, Window -wall, etc. construction A Roof Diaphragm: (.See Note 1) Use PW or Waferboard, blocked ____ unblocked , fastened with ____,_ Halle or ga. x staples 0 o.c. 0 panel edges and .___. 64C. in field. B Exterior shear wall panels shall be sheathed w/ PW or- Waferboard, 1 face__, 0,50 fastened with nails or 4i o.c. @ panel edges and does not apply. Via) 0•C• 2 faces ga. x ,.blocked, staples @ - in field. Note Exterior or Interior Shear Wall (denoted on plan by note no,) _/ ' Use Z PW or /24 Waferboard 1 face,' 2 faced , blocked, fastened with 8a/ nails or_ , ga. x /J2 lr staples ® ¢� 0.c. 0 panel edges and /e, o.c. in field. Note /7 does not V apply. See also note 7 if checked. EMERSON R. DENNEY, PE Consulting Engineer 38809 191a1 Southeast • Auburn, WA 98002 • (208) 939-1373 Civil and Structural Engineering SHEET B V/ 5) Exterior, or Interior Shear Wall (denoted on plan by note no.) Use 42PW or .011 Waferboard 1 face 2 faces) blocked, fastened with AY nails or ga. x /'�Z1�staples @ ¢y, o.c. @ panel edges and /2" o.c. in field. Note _/'7 does not ✓ apply. See also note 7 if checked. 6) Exterior or Interior Shear Wall (denoted on plan by note no.) Use . . PW or • Waferboard .1 face 2 faces , blocked, fastened with nails or ga. x staples @ o.c.. @ panel edges and o.c. in field. Note does does not apply. See also note 7 if checked. 7) Sheath Truss over Shear Wall w /PW or 1 side 2 sides , block truss vertically between web members & nail same as shear wall below. Connect truss to shear wall w /Simpson L.@ inches o.c. w/ 10d to truss & 10d to top plates of wall. See Details and V 8) Use Simpson -405A @ each end of indicated shear wall panel w/(2)-3/411 dia. bolts to doubled V tripled studs & ( 14,/" dia. anchor bolt. w/ 2 inches embedment. 9) Use Simpson WD2A@ each ,end of indicated shear wall panel W /(2)- 51 dia. bolts to doubled •V tripled studs & (1)- dia. anchor bolt w/ /6 inches embedment. 10) Use Simpson MIb7A @ each end of indicated shear wall panel w/(3).%1/8 dia. bolts to doubled V tripled. studs & (1) -, 118O dia. anchor bolt w/ !8 , inches embedment 1 1) Provide anchor bolt w/ embedment @ each end of indicated shear wall panel and dia. anchor bolts w/ embedment @ maximum o.c. t C SHEET C 12) Provide dia. anchor bolt w/ minimum embedment @ each end of indicated shear wall panel and dia. anchor bolts w/ minimum embedment @ maximum o.c. 13) Use Simpson above & below floor each end of wall segment w/( )- bolts to double studs and ( )- dia. thru -floor connector bolt. 14) Use Simpson above & belowfloor each end of wall segment IT/( )- bolts to double triple studs and ( )- dia. thru -floor connector bolt. 15) 2nd floor diaphragm shall be sheathed with 5/8 ",minimum PW blocked unblocked l' or 3/4" minimum T & a PW unblocked, fastened with /Cd nails or /(' ga. x / 4" staples @ 0.0. @ panel edges and /64" o.c. in field. Note /$ does does not ✓ apply. See Detail/ E j16) 1st floor diaphragm shah,,b8:sheathed with 5/8" minimum PW blOckeka,,,,,;,� Unblocked, K. '• 02'3/4" minimum T & 0 -PW unblocked fastened with /0d nails or 6 ga. x 0,4f staples @ 6° o.c. ® panel edges and 10 ". o. c. in field. Note does,____ does not ✓ apply. See Detail"(C , , . _17) Framing shall be 3" nominal or thicker and fasteners shall be staggered where fasteners are spaced 210 o.c. and where 10d nails having penetration into framing of more than 1 -5/8" are spaced 3" or less o.c. Where plywood is applied`on both faces of a. wall and fastener spacing is less than 6" o.c., panel joints shall be offset to fall on different framing members or framing shall be 3" nominal or thicker and fasteners on each side shall be staggered. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor 88 -400: Silverview Lot #20, 16406 53 P1 S THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER S`5 9(<; . 1. No changes will be made to plans unless approved by the Tukwila Building Division. 2. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping). 3. Electrical work to be inspected by the State Electrical Inspectors and all required electrical permits obtained through that agency. 4. All mechanical work to be under separate permit. 5. All permits to be posted at job site prior to start of any construction. 6. Engineered truss drawings and calculations shall be on site and available to Building Inspector for inspection purposes. 7. Any exposed insulation backing material to have Flame Spread Rating of 25 or less. 8. Subgrade preparation including drainage, excavation, compaction and fill requirementsshall conform strictly with recommendations given in the soils report or as directed by the soils engineer. 9. All foundation walls with unbalanced backfill shall comply with requirements as noted on sheet 4 of 5. Where these requirements are not practical to accomplish, contractor shall submit alternate design of foundation wall for approval prior to pouring of wall. 10. Masonry chimney reinforcing and seismic anchorage shall comply with attached notes. 11. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Edition), and Washington State Regulations for Barrier Free Facility (1985 Edition). 12. The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Uniform Building Code or any other ordinance of this jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be invalid. UBC Sec. 303(c). c ;11•' -. Erv!ronmentai b'a'•:ger i "'7!aeer!ng .ii anage` E ineerrng Manager 10‘ fi-4$r" 1 Con-t 'hilt AO MP VIIP RECE VED January 12, 1989 CITY OF TUKWILA JAN 1'J 1989 Ms. Moria Carr Bradshaw BUILDING DEM Associate Planner City of Tukwila Planning Department Tukwila, Washington 98188 Subject: Plan Review Geotechnical Recommendations Lot 20, Silver View Tukwila, Washington Dear Ms. Bradshaw: E- 3473 -20A We have been retained by JBJ Associates to provide an opinion letter to your office as required in the SEPA conditions relative to construction for the above - referenced project. We have conducted a general site visit of the property, and have also reviewed the amended report and supplemental report prepared by GeoEngineers, Inc., dated, respectively, March 30, 1987 and June 1, 1987. These reports summarize geotechnical considerations for development in Silver View and include recommendations for foundation preparation, site drainage, and other issues that are typically addressed as part of a geotechnical analysis. We have also reviewed the plot plan and house plan prepared by Crane Design, Inc., dated November 29, 1988, and submitted by the owner of Lot 20 in Silver View, which we understand will be submitted to the City for a Building Permit. Based upon this review, we conclude that the geotechnical recommendations and limitations outlined in the referenced reports will be applicable to this project, and if followed appropriately, should adequately address the construction requirements for the project. We recommend that footing drains be installed around all perimeter footings and tightlined to the storm sewer; -: that foundations be placed on competent native soils or on compacted structural fill, and that all cuts be made in accordance with the referenced report recommendations. In order to verify that the site conditions are as anticipated in the referenced geotechnical reports, we recommend that Earth Consultants, Inc. (ECI) be retained to examine the site and footing excavations prior to placement of foundations. 2Et ~, Y.reet..i..i' : •• • • .. 2/ s`•ingtcn 98005 • " :n,j 9 ?84 t 1'9998 _061 .:o •860 '3c')Irl4e :00! 2'2.613C/6: Ms. Moria Carr Bradshaw January 12, 1989 E- 3473 -20A Page 2 If the plot plan or house plan should change from the current submitted drawings, ECI should be requested to reevaluate the suitability of the site for the proposed structure, and to respond to this effect in writing. Our review recommendations and conclusions are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. Respectfully submitted, EARTH CONSULTANTS, INC. Glen Mann, P. E. Vice - President JPS /GM /kml Earth Consultants, Inc, SUPPLEMENTAL NOTES AND SPECIFICATIONS STORM DRAINAGE CONNECTION - SILVER VIEW . ` Contractor shall refer to the approved soils opinion letter and referenced reports on file in the City of' Tukwila Building Division for foundation /drainage recommenda- tions, and such recommendations shall be followed unless otherwise approved by the City of Tukwila Building Division. • All roof downspouts must be tightlined to the public storm drainage system. The plot plan shows typical requirements which shall be adjusted based on actual downspout locations. • All tightline shall be 4" PVC, Schedule 35, unless otherwise noted. All 6" PVC as noted shall be Schedule 35. (Note: 6" galvanized CMP or aluminum may be ' substituted at contractor's option - 16 gage minimum required.) . Any tightline under the driveway shall be 16 gage galvanized CMP or aluminum. No PVC under driveways shall be allowed. 5. Any bends in the tightline system shall be provided with clean -outs. 6. All pipe to be laid in Class "B" bedding unless otherwise approved. 7. Roof and footing drains shall not be tied together, except at the system outfall below the lowest point of the drain system, at which point both systemsfcan be tightlined together into the approved public storm drainage system. SEE ATTACHED NOTES AND SPECIFICATIONS* .0 !o" /0� DAWN, /4E. s4aS-• /0 ' h i . F s p, r, T1C !'a -) iZO* 1A44 7 - & tvefro• -in=s 'RS 4g,tut3 W/4-c# rsec,.1,,.i r' rl...l (i lo" 0r4-1 . coW 1Z.. Govt" I►•l�fibrt -tom �' . �iw R. 1. t'4 -r Nat' " r u G. PrAt.e. L toe #e42.• t9trien hlc� 131 �- 101. -ie rVcd. -ne• -r It:4 Z, (- Meitti.t s") »'— ti U 4" 1°vz... egGH. PrAr. L 4e bX.ftiriC-17 . 23x'15 1v a�rt'�Eb 1� 3 .2 � n 00.o r_oc... we. A.6440,5 sn,-tor HZv M'f2-• ) ° * t .Lir..t& �flS .1 �L6�N LOT LO. ��_ -.. s. vcr -view *(NOTE: This plan only to be used to complete the storm drainage connection. Setbacks ,anotother details: are not ,being reviewed by the engineer.) TO: FROM: DATE: CI of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard - -Tukwila, Washington 98188 (206) 433 -1849 ORDINANCE COMPLIANCE PLAN CHECK PROJECT: s4tgiitP.u1 ieff ZD 2v�1 x�.v�eW Sheet I of I The following corrections and /or clarifications are * 68-400 required to complete the plan review. ( r,,,, • -- 2)(4 es Ci)o Q6 V41-cuAt' 9Z VL c is -- ,/ `y " R -13 Z'S,erua fi l iIfih .n ,( crux ceu G L x a. " "n Jul, Caleid auk CoX10 GJ P,tx.Q _e.voul- W J. CLARK JOHNSON Consulting Engl 1418 112th Ave. N Bellevue, WA (206) 454-7137 1iei : MSS + aNZ.988 Dates 2 28v � ', •:.'. Dy, t Jd" -,b3 Svbjeet: ak 2ACsE Pc.00l? .701375 NC-.42 6RRAe1C mores xl, 9 5• 1 1 1 1 + 1 /3' �y W (33n)6. o 14e') a Cx o 33'444 -� Q= `1 l�OG' �/2►��� o.0014- i �. 7' 5 CCY✓?M .7 bS*7 fc',= /,35 1 Zy 7 o, 6,5 " Mma+,e 7 ' Preofri 2 16/41- Ely G7 Iii = (e2,66-4 (7 ,) - 3.74 5re._ 77446, C— = o, c,eswa1 3,17 X 1,02-Pe /. ZS ZS% !S /i.43 /,4z. Z X• / Z /2'0•c. D,T''•/ /.10 SPL /7 5r/e,= 3 /. G 4 / 33.7So < gyp, _ 12A (3,74 ) oz 3/,641:1a1= O, 41 . -.'� •••- 36,2. BECVNED city ply 3 6'6 APPta a To Z Pi4tie$ cF C44.0..a., J. CLARK JOHNSON Consulting En 1418 112th Ave. Bellevue, WA (208) 4647137 ey, G 424C.I eecoul FLoeie. ,119 IST3, ems ____ I. ri 1 111 I' 1 8 ' � ¢*- w = go )(Viz: 0,38 "4... 2r,= 3, ?714 gt, - 3,2-74.. Its .0$ 0 X T. 4, 6`' F2oF? L.1T M :- 3 77 9(4,64' ' L .4)%3 f (0.3104s4:)r 01• al _ 12 �K ST= I, — 5-4,40 /N 3 c S1'R. ca ,,s Cie, -wd� s lei < *sag_ *sag_ , °BS' Gv, „� ' 5n2. IZI,2- .45 4Pir.. = G3, ZS- ,142- zo I2 -e�62''') : GlKa/ / LI, L29„v3 /I X I,07.X O4 &1 O. D(� s7 11•3" /4.16 fl CAhs L L S' a/ re 01.4, 5P. #4 (33D aZ7t;,,y ') 0.93 Vet - 8 , ww = (7,56 hv < 5pe AR= p, n erica+ Cc 1,742 5-a 9, /.4 < #4 er (7,b____IL_0, rya /2l.2ZO X I.OX 0.74"" =- c'. oat' _, L.- O.G I'S" /2L7 7s" 1 ORDINANCE COMPLIAI';tc CHECKLIST Project: I—Or W 6■LUaextEU� I(o40Co- 'pL,�a. Sheet I OF File #55 -400 1. OCCUPANCY GROUP: 'g -Z .i _ 2. TYPE OF CONSTRUCTION: \/-14 3. LOCATION ON PROPERTY: o.K. M.e.MIN.E 5A► 4. BLDG. HT. / NO of STORIES: . ST'otzdE e 1i3ASEp 1.4(Do t eiKiviovv5 tc GµpTilo 5. FLOOR AREA: N/1(.mt`t t ux 1531 GAg4cGE 74& u ?Pele. �(..00tz_ (454 244851 0/6. OCCUPANT LOAD: MAIt,! : 5 Tool. �89 is; • �. • 'A DETAILED REQUIREMENTS: Occupancy IYEA /ZD ,rut ype of Construction O Exiting ou ezzA)-1.'' o A.. A. L_. J./ 14 Engineering Regs. & Reqmts. Compliance w/ W. S. E.C. '•- agu sa . !i0 0.0952 ©� 12= /0,60 ✓ Os K, ,�J.00-/Q 0/Compliance w/ Chapter 51 -10 W.A.C. L K g= 8,474 NOTES: M1 • NORTHWEST ALUMINUM PRODUCTS, INC. Al\\.11 821 South Central Ave. P.O. Box 886 Kent, WA 98035-0886 CODE R VALUE NET AREA REQ. PROP. A X RU A X PRU R - PR U VALUE AREA X AREA X SUM REQ. U PROP. U TOTAL WALLS R -13 2202 0.203 0.076 447.006 167.352 279.654 DOORS R -2.17 84 0.203 0.46 17.052 38.64 - 21.588 CEIL. R -30 1531 0.035 0.035 53.585 53.585 0 V - CEIL. R -30 0.035 0.035 0 0 0 FLOOR R -19 1671 0.055 0.055 91.905 91.905 0 SOG R -8 0.125 0.125 0 0 0 ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** WDWS 450 0.203 0.475 91.35 213.75 -122.4 SGD 0.203 0 0 0 SK 0 0 0 TOTALS 700.898 565.232 135.666 GROSS WALL AREA = 2736 DOORS = 84 SQ. FT., 1 -84 X 80, 1 -32 X 80, WOOD ENTRY DOORS GROSS CEILING AREA = 1531 FLOOR AREA = 2485 AREA OF FLOOR OVER UNHEATED SPACE = 1671 SLAB ON GRADE LINEAL 1+' 2 OF PERIMETER = WINDOW LIST SEE ATACHED WINDOW LIST, AVERAGE U VALUE = .475 1 -20 -89 J.B.J. & ASSC. LOT # 20. (206) 854-3970 (206) 622 -2251 )206) 924 -0480 ITSPR. JAN 2 3 1939 _ _ -C NORTHWEST ALUMINUM PRODUCTS ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE AREA FACTORS AND COMPONENT VALUES. ULTIMATE RESPONSIBILITY OF CODE COMPLIANCE IS WITH THE CONTRACTOR. DO NOT CHANGE THE TYPE, SIZE OR BRAND OF WINDOWS OR HEATING SYSTEM AFTER APPROVAL BY THE LOCAL BUILDING DEPARTMENT. J LL INVOICE /JOB ORDER 4IfWEST ALUMINUM PRO CTS, INC. ..)..BbX 886 • 821 SOUTH CENTRAL AVE. rCET; WASHINGTON 98035 -0886 (2 06) 854 -3970 • 622 -2251 (SEATTLE) • 924 -0480 (TACOMA) CUSTOMER PHONE CUSTOMER P.O. NUM. DATE ORDERED DATE REQUEST.) DATE SCHED. ORDER BY 1 SALESMAN CASH 1 C.O.D. 1 CHG. 1 CREDIT APP•D DATE BILLED F4 1 ORDER 15)4P1 BO P BO n� i 1 10 11 12 SIZE & DESCRIPTION ,tLgs g21- BAR TYPE GLASS 111.E 241.5" -47g U 4 WiIr40M67 UNIT 'LIST EXTENSION L 97S READ ORDER CAREFULLY - SIZES AND QUANTITIES WILL BE SHIPPED AS LISTED ABOVE UNLESS WE ARE NOTIFIED PROMPTLY SPECIAL SIZES CANNOT BE CHANGED OR CANCELLED AFTER FABRICATION HAS BEGUN INVOICE NUMBER TOTAL LIST 1 NET @ '00 SALES TAX PLEASE PAY , THIS AMOUNT NOTE. IF SPECIAL ITEMS ON ORDER ARE NOT DELIVERED WITHIN 45 DAYS OF COMPLETION. YOUR ACCOUNT WILL AUTOMATICALLY BE CHARGED. Form • NWA•102 •.�.1. ,• (":. - - `'-,`" •rHWEST ALUMINUM PRODUCTS, INC. q!YBOX 886 • 821 SOUTH CENTRAL AVE. ..'ENT, WASHINGTON 98035 -0886 (206) 854 -3970 • 622- 2251ATTLE) • 924 -0480 (TACOMA) \T / t , 1-ti ' INVOICE /JOB ORDE -J -J L L T 0 CUSTOMER PHONE s H T 0 DATE ORDERED' DATE REOUEST.I DATE SCHED. ORDER BY 1 SALESMAN LL I CUSTOMER P.O. NUM. CASH I C.O.D. 1 CHG. I CREDIT APP'D DATE BILLED WINDOWS SCRN ORDER P ROER ^rl DO HP BO 10 11 12 13 14 15 16 17 SIZE & DESCRIPTION N 1 T PE I GLASS LIST EXTENSION «1 .17 ,1 \q i-h l \j1 1 y , i 4 H- r.4r-, r, ; 7 1 /.(:)/7.1 7/4-r °i(e),� z Oki e47 X �e' ' -? 7i .' i °t7/C f L 0)- e/' OP/-ci2 IC 60 10 2 SPECIAL INSTRUCTIONS READ ORDER CAREFULLY - SIZES AND QUANTITIES WILL BE SHIPPED AS LISTED ABOVE UNLESS WE ARE NOTIFIED PROMPTLY SPECIAL SIZES CANNOT BE CHANGED OR CANCELLED AFTER FABRICATION HAS BEGUN INVOICE NUMBER DATE SHIPPED RECEIVED BY: i 17 70 I q� I(v yv ,qg 7 20 .46 �Iv 47 Za oz.; --1 TOTAL LIST 1 NET @ .ON SALES TAX PLEASE PAY , THIS AMOUNT NOTE IF SPECIAL ITEMS ON ORDER ARE NOT DELIVERED WITHIN 45 DAYS OF COMPLETION. YOUR ACCOUNT WILL AUTOMATICALLY BE CHARGED. Form « NWA•102 J. CLARK JOHNSON Consulting Engl 1418 112th Ave.1 Bellevue, WA 98004 (206) 454-7137 lobs TONE. 2ES, e-IlZ.98 Data: 12128/aBaiDrt DJtkhr Subject: GM2,4*' P ool7 So/sr5 Na' 42 14+2•4* poores 5' 1 1 1 rW 1 1 1 1 13' W (330)6.0 Ac,) to o 33 KiF+-) ` zs ( t y. rn CC/11774 9oierr 1,38 "c t'4,11 gore )<= 7 ' F101-1 RIUµr elv 0 = (0.66-4-) C7') - 6-°03 'am CZ)z _ 3.74 bigots, wed) = zl , 3rs o, ostsKg/ C.— 3,17 X !,OZ/( IN a' )4 i 2 ,moo /240.c. D.r"'7 No sP[irc 5 ie= 3 /. 4.4/ A-p o- 33.750 IN • z 0,41' = n/L 3bz APP1.1136 TO L Mtse5 c C'Ai.4l., J. CLARK JOHNSON Consulting En 1418 112th Ave. N. Bellevue, WA 96004 (206) 4547137 lobs Datst SvbJect: I: 3Y 13611-M-S, 4(2446sW �#-i Beccry FL-0 ent- ze s-7-5, , 3, 1_41 0456u 1 1 1 t 1,4 vb)(q_)--: c),316144-- raiz: 3,77/4 14.= 327g. Goe 12- .1,, r-9 Srte, r /2JDZ4frM 5 Arm. r- , /AIL' 4,64' Ft24:104 t�PT C-AJ_D t•-/ z- • 7 7 4)(444) —0 1 61'3 13 iilf4:)(4 4434 j Gv,1 2:14-4 2— S 4 c) ix, 3 Stott. q/..• ••••••■• = ea. , / • < 4p0._ 0,084 "1 •••• , i,02-X O. 61 'Z.% CI, 04 — /41S= C4 e • L Si MPL.4, SP4#4 z (33D t.52:0( 7,9S Vet- fr1 = ta.) c,"1- 17._ 4c: • At 07V—Hsstas I. 7, se. /Ai 6 < tp C ..gyz /,s. -40 0. 0 651,4‘ 1, 742 51.2i E ev • < PR- .pb t 60 4--') emY3 "" A := •0 0,7S- 0, 068 1109" 1 1.7 oi7sical of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard —Tukwila, Washington 98188 (206) 433 -1849 TO: OR -J ERI / 8J, 2106- /l2 T4AUe NEB 5OI1"C /00 BE tE1)1JG/ &M c 0GA4 FROM:1 1:5E=/l /D /G7V DATE: " 30 J A/ 1j6/' PROJ /PERMIT NO: OS-4100 SUBJECT: ,49/04/647/04/ <5/GO5‹0457W LoT 20 WE ARE SENDING YOU THE FOLLOWING: Nt Attached COPIES DESCRIPTION 7244/ / REO /EWt/ Co/2mevr3 J Under separate cover THESE ARE TRANSMITTED /RETURNED: J For your approval Q For review and comment O For your use and information For corrections /revisions Q As requested O Other: COMMENTS: G' SE E7-Ejte4V Taz c2P/ OF Cd JEST EL W kem4 %/0N -- aQd �o �lrffi -- u9dbee hou r due, • PLEASE: (23 /P4.LTRANS) Resubmit for approval ,Return corrected prints (LR 12/29/87) City, of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard — Tukwila, Washington 98188 (206) 433 -1849 ORDINANCE COMPLIANCE PLAN CHECK ...] TO: .- . A ;cx,i4Y1 ! - -JEva %/ JOWE5 4-&z L70-50 Sheetjof FROM: EN�n1Ci%[� 4 DATE: 27 .-14/,/ �' q PROJECT: 3/Z0040/EGO LOT 2) /24% , I2aCE The following corrections and /or clarifications are required to complete the plan review. ar- ti JZAL ' rte. i /aj4 x 60 "4:.)m?/ cr /ow f 31-51q /44rt3 WhifJ/ CJL E LJ 3E/) 0147741S 190 T fibtlZi 014 W d(21I 2, CfJ /- /SIT 7WE a IlEAVIVC(° er)T -E/4 )1LG S 116E'? 3, Tux roLJlIT T /DW( 17141,15 �su,3/YI'77"ED/ 64 QE ce 1F44 /V /E FLGog. 44)0 111.-i4t3 oc✓Cie40E/ 0)1/10/1 ?0.)1 ZG Be citvalke T1 1E 2 /3E EGEtArvit 5 ; o/-/e W 7IO CSEO pa/4W af4DE-' 46 /111)/‘47 /) al -'S /T5 PG4/ / //L2/(1 rE ON6T/<l1TT/0/'l OF C X ULS ,A n 5, 1./) r-Z LEvFt. QLJALi F /ES 7-71/1W ._hroec / , P/ OiDE rog 6Ecov a gy EX/T' F /?oM 77I/ Fzeog 'I)EI- - U,13,C, �E& 3_5O3Ce.) I� (10 /T2.MEMO) Sheet Z of �- 1 t- oEeoIEaf t.43 20 6014T,) Date: Z7J4 v`1 * 88-406 (o, -PLANz no1 -14/ TTFD AIcF_ NIT 4DE( i 1 77) CornioZgr7z5 4 REV/ OF •77-/ l'�O! b / D 67)Qucrar4- G)e/n/ r HA A/6 •PETA1L5 %ND EAi NF_F_k /NCl C4LcvLAT70A TO %51 -ID1,1> 0/46)40 AGG ELE1t4E,V7-3 OF 77-I /5 jai UGT2JPE /MIL c2 011)Zt I 01 177-/ ._7 -f,C kEQu /I2E/1'/EN75 C F 11, F3, G, cuOpTEi2 03. T Ctt4 l t.11:-Ot2- Mn- 1'lOt4 644r )LD 1 LVl....UPE 1 I? LT 1S ?-iOT L I M 11"[ =O TO o ACC (DNcie TE uALL6 4 i416/ -1 ore GieC4rcre,4No _5•1401 z127-/ c� th/44L4mceI fAckFi[C 1 lor%oML Cat' • = �;dP ca .;u;�,< < 4 o /J //26g' LFOEG FLwe Fic4m/N1 VASalid al/14640 o Goo' /Ic» 4//D Ce�NNECT /O/ ✓a. U�? Z7E k i TS, 1/10V 014 4&2 G M4{, Nl y CoZ44,11N 4TT E41 r ?e4NGC r-Mc aowc" ii ktketk u/ oK(I - o H (() /)L' /Dli5 rOk L ,4rt G / •4C /A/c ,6111 CIND4TP/V/ IAA VI, . 29 -L t kl ' D- Ni oto,d4 i/fl 1J/I oWI3/Y I IE OF / E(/JETED I tIR /2 4T /DA,/) hTK'uGTuleAG ENGiNE'ERi ktOill160 (mx12L1 iP01 i_4DOxiLo74-4 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM TO: F7)6 air-goo.. ilv-oWI 1Utyt.# &o FROM: Nfitawk t w10J DATE: ialo8 /88 SUBJECT: Q..1040011C Q- 1' OPU cOU_.lin -7..'.5 'C' I6en- L-a; ,,�1 ` qa--6( (Tho wi oyaeti iatoGe,53 --,2' ct / -17 - S 9' Gt0. -62J ,Q C- 1--/Q -89 crlY7 MJ lob o , k1 G 42w ICLi4C j ato �' 0 ,�D1O) -fcA. I -/7 -89 TriL c1, 6.11.6 J? -'- es' 170 aeboi.i. AJ /i.t costeboacee, Var J& 4 �✓ pry r42 LAI e dw /z/zei/16 LIJ ipz,6 (`'k -Bib ctc)/ -t,t' L4444. gij)1J k /0/7.1•4Cc Pin lie- 7,04-Li off-, ,,12'<t - Gtr_ (10 /T2 . MEMO) 7L //- / (1F,(,eku/?L. /- //, 8Q. SEE ATTACHED NOTES AND SPECIFICATIONS* 2..041.0 (r(" rag.4•!IcgTVta /0 /s W/ 4-x Go pvc".1 •reryrl-lc ' V' coty, 1.46 $d L. +-totem to - r, v. G. r . ro..4(0 2 .0 /6n.00 PX L ee. up to 0 13' 11■11. MI rVed.-Twow- L.40-16 =wt c rc ttc• .0 0 ) -3 s U' 4" tv.v.G . 404.14 _/a 3 .•� -o4," of- /ENAA1- --- /31,5l •lt..1v r-oR- 14/v asEo 14. - o M711-. W/ I "t,urrttt.ikl& *(NOTE: This plan only to be used to complete the storm drainage connection. Setbacks .and:.other details:: are not being reviewed by the engineer.) J SEE. ATTACHED NOTES AND SPECIFICATIONS* .0 2-011.0 /6' Doi i' 6 y(T. /0 ' ✓.° 1,1 l 'aTN lz-0>F fv47 .-I4 1 ''Ivt3 'F'' l.-l( (D'' 4t4 .. Gmjt3 N' - t - afY 6 . tovv e. L I'•! 'fib +- louei� la0,00/ t o.o PXL ' e• -le U'r 4" 1°.v.G. e)CAH.35 1'{" /3),S/ IT � z�� - LaT 2.0. . 1 51 LVr.42-Vf lN *(NOTE: This plan only to be used 'to complete the storm drainage connection. Setbacks ..and .other. detail.a ar.e not +being reviewed by the engineer.) 25' ("J M A P BOUNDARY LINE ADJUSTMENT IN N.W. 1/4 SEC. 26, T. 23 N., R. 4 E., W.M. LOTS 18, 19 & 20, SILVERVIEW TUKWILA KING COUNTY, HIN T N G COU T ,WAS C� Q S 88 °56'04" EXTG. 10' SAN. SEW. ESM'T. EXTG. I0' ST. DR. ESM'T. 25' W !r W J 0 Q • 0 a M Lou O (1) o O c0 u) z EE W m 25' 150.43' EXTG. IO'SAN SEW. ESM'T. 64.99' 1 f 2 cn W w N88 °0322 "W Z 85.58' I ° M co 0 0 O cn • LEGEND - :RIGINAL LOT _ ,ADJUSTED LOT L I':E 1 /2 "X 24" IRON RODS SET AT ADJUSTED LOT CORNERS. PLAT OF SILVERVIEW CONSTRUCTION OF ACCESS / PRIVATE DRIVEWAY TO p /- PCL. "A' a NEW SIDE /SEWER TO PCL. "B" SHALL PRESERVE.' EXIST. STORM SYSTEM BY EASEMENT. /,,/S88003'22»E 190.00' R EXTG LPRIVATE 10 ST. ESM'T._ — — — 25' D= 74 °40'I0' R = 25.00' EXTG.I0' UTILITIES ESM'T. �= 64 °46'25" R = 50.00' 0 cn N 88 °08' 28"E P P�GEL 5a •F � • 140.18' 10' STORM DRAIN ESM'T. THIS PORTION OF TO REMAIN IN EFFECT, PRIVATE STORM DRAIN ESM'T. TO BE VACATED UPON APPROVAL OF THIS B.L.A. SURVEY FOR THB COLORADO Land Surveyor's Certificate: This Boundary Line Adjustment /Lot Consolida- tion correctly represents a surveyk made by me or under my direction in conformance with DEG 27 1988 Map on File in .' ,' - Direction: S01° 081 33"W /31, S/ -13' l /6 Dot.,��E /60,00/ ►31 • 3.z j /3/ ,S/ S3 RU }PL. So. ,2-o'_ 40 S IL VP2 v I i , TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 12061 433-1800 Gary L. Vanousen, Mayor MEMORANDUM 1 /?/),n cz edl 1 / 8/88 # 2039 latteu.e. 531 00 )0iL ti10± #- 7,0 3.1 /332 V, /0z) , Ua 000/36/5 56 &l9 ( J30. oO (10 /T2.MEM0) TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (2061433 -1800 Gary L. VanDusen, Mayor MEMORANDUM F D 8 9 -140o: 51 (fat); CO #' ,20 �c�Gr,r atl Co lifer Cc -C.r,� ���►.�• fit- � Yl- , U� °c�c,� c i c,aa -&a, Oc -t 2, 9ff 7, aricZ G14C - ,7" 3--/9 l/q Ed.) e-/ 260 = /& 3,(51./fro (6a-fa '76,c-4 A 4 PI,, 6.9 = - lo, q _ oo J,3W) &V P, oG (10 /T2.MEMO) - It C'TY OF TUWWILA 'a`a�iy :21010 �V,tMCsh eirl3oul„„d BUVOING PERMIT APPLICATION Control # x � �'u ( 206) -133 -184. Site Address j(pL/ Q(e .3-..y.gri P2, 5 G Suite# Floor# Project Name /Tenant Lc.r. ao .5ic.ik,g.0 /Pw Valuation of Construction- /pow /,a4 Assessors Account# •9?gi"/,9 - -C 22, o Property Owner J R J A 5 sa c, ATr c Phone $4,.,2- 70 36 Address ;2/6 5". J / -;-• r=` A.. A f. SA. /62- / %ivu e GC-I4- . Zip 9 $ do Se Appl i cantF,,,.Q Phone Address Zip Architect /Engineer C ,.e l S,c - Phone (3)s -- a 9S,{ Address /og U •-7` tsi/Qr .4J Zip 2 :;) ( Contractor , j [3 j i',.,, 6e1,10,..4 License# J 6 J AS" i3o JA Phone VA; -2a3 o Address ; /G} • /i7 '=`` NE. 0 o /4 ✓c4e .-Le), Zip 9doofe Class of Work: 52' New Q Addition Ei Tenant Improvement ❑ Remodel (residential) C1 Reroof ❑ Demolition ❑ Interior Demolition Other Describe work to be done S,,i?/ ir,p,,,,,, y P,,,Je //, k. w/,07',,te A, C Q , 040ir4,6.4-, ,4' Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building 3 2.5 3 Square footage of tenant space Building Use S p D Will there be a change of use? III Yes C' No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? [] Yes [No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THIS WORK. Applicant /Authorized Agent (signature) air! Date /'2 • 27 - Q Ei ( print name) I", Poe.rr Q "/P S Contact Person (please print) ,S,q,..,,4, Phone i/G 2- 70 3 c OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $;;7(4,00 Receipt# 78/9 Date Paid . -is. -S9 Plan Check Fee (000/345.830) L-a'�'5' Or) Receipt# 7 6 34 Date Paid /,• 2-i -c Bldg Code Sur Charge (000/386.904) 1 3.50 Receipt# 78-'9 Date Paid =,./5 - Energy Sur Charge* (000/386.907) /-,(3-1) Receipt# -7g iq Date Paid .o. r .. ?) Other ( ) Receipt# Date Paid • ,c��'�� *New construction only TOTAL X75,50 (OWES: $ ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Foot..- of Entir- pcL. -3 OD 1 z /z7/ 6 B ildin•• 70 FLOOR USE /Occ Type, SQ.FT. • LOAD , USE /Occ Types S0.FT. • LOAD USE /Occ Tvoq SO.FT. OCC 1 n 1 'L SO.FT. 1 'L OCC. 1.i OTA TRACKING s • I. OMM N 11 a BLDG „•3- c To ' �� 'pprove• or ssuance WU ype o onst. (? To Mahan: Date Approved: '�'F 1 dated FIRE Z-$ -$ci 7 -v Approved (Initials) (l.-.11 P letter •7_. ,7--i- Fire Protection: ❑ Sprinklers ' Detectors - � /, •- e- il'e�^- 7 PLNG ;,. /p-gl 2.-la--V ipprove• nitia s W , ■ :” is L' 1 U '. 1'1 1 Zoning R, c/,(p Set• ac s: N //' Ste E /D' W 3Z' Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: ND Moral Approved (Initials) Per letter /plans dated 1 ,. , ,/ /.1.47 / /) /(LV1. /a)PL.,1 0 16 T115. INC, 3 4 /0 /0 5 r,.■ r. CITY OF TUKWILA APPROVED ‘.9 FEI?Ail 1989' JJftD N 1 V SION Dula Perm to-) 14: L:ra I : I :/ <SO, do 131 4'1 ..cC1 30' 1•• t. • . ' ... , I', ., . ; , ,`.,■'. ., i I. , . . . , . , • . . . i, ' . •-• ;76 „, FEB 198 a. • b I if • 111111111111111111111111111111111j1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 2 3 4 5 6 7 8 9 10 11 ADEIlGFPAm 12 - , 113F.:.: if the micrefilmed c.'ocurnent is less clear then this notice, it is c:ue.to the quality 6f the-Cripinal c'ccurrent. 7e, Cc zz to oe 61. 81 Lt. 9: St 471 ----..CL Zt O. . 01, 6 9 .,..-...,....„,-. 11 I1I 111I1II111111111.111114! 101111 !MIMI 111111pliTlitillidliPilajbljillITIIIIIIIIIIill !HAIR R111111451 illjill111111111111111,1/1141111111111))111411111111111111111111111111 -,---,,,,- -,,;,--- - - ---, - „7-...,„ - -„ ''."P' 5,,,A; ;A''' ''e`..VP"..A.:'-- ›.-- -) 7"-,,i ..tlri .>;:;,,.. - &:"."C. ,±,;_,,, --4-, Az , eZ viv: 0 9 111111111111)111111 lIl III I 1I IIITIIII 111111 111111111 1111111111 J. CLARK JOHNSON Consulting Engineer 1418 112th Ave, N.E. BeRevue, WA 98004 (206) 454.7137 INOSIP SC.,_VL-�'LVIEw ra 1-1/'/4 4,4 W46-1i/A) rbAJ . CITY OF TU Wl A APPROVED B011 i� n rtS►r? ' A9pLims -ro Pu. 3FA`i6 s o I= t) l J L S t court-Arrgfe r •Elt tst-( cQ�3r 1 4 TINIS i I i' /L L ®,a 477(:; ) ' 5/ -14-GL /5.s 73 444 /�= T�S 25(27-7- 5/O NI (OR- it 7_0 �.wA i.L s'-i- ta.160'0. G . E.tit% c `` : l v-ek! t. r2-1'‘f c°47-. 611 UrJY1ELt� t� Soit_, ! IIIIIIl+ IIIiIIIIIIIIII1I111111111111111111111111111IJI11111I1111111f111 111111 11111111111111 1111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111 t6 1H5 RK'.. } 5 6 7 8 9 10 11 MADE in GFPMANY 1? US; h.' EtG LZ 9e SZ 7Z £Z I jj j 11!!1111! 11111!11!!11!1! 111111 {11111ilil�!I 1I11111�11111111i11111111 !;I!ill!il! . � ...H• V. f NOT -E: If the micrcfilmcd'docurnent is less cleer thsn this rcticc, it is cue tc -the cuality cr the`cricinsl document. . Z Cz, o • 61: 81 Li 9! Gl hl Cl Zl 11 01, 6 8 111111III{1! 1111! I111II! 1IIII {II11IIilll!!Illl!!!{1!lihill I I!!11!II{11111111I{IIIIIIIIl{ii III!! II{ II1111111 {III1111111!!1i11111{IIIII1 III {II11 ...v....- 3r / % �r .<...,r�� ' r s ; f wd ; � ?7r F? r �r {..:',•9 '. +i ii Z L (_l IIIIIIi!1{I1111II!I{ !!IIIIIIl {III11!1!! {!1!1111111 J. CLARK JOHNSON Consulting Engineer 1418 112th Ave. N.E. Belevue, WA 98004 (206) 454.7137 lab: 1,67- 5a.,Usl1 VIA! Date: Subject: By (,,c57 2c3 Sl tr.V 2. Vie k) 7-u /«/ a W: ra, "c fulsri-1 �- ti 1�1:- =cc571 C i =c5T1 M� (r.`�T C A S- 1 CITY OF TUKWILA APPROVED MA Butt_,_,* G ..1�I1SlJn+ III IIIIIII11 I' I1! 111111 1! 11111 'IIIJII111I1111111I11I1111111( 1111111 1111111111111111111111111111 If111111 1111111 1111111 11 /11.1111.11111j1j11'1i1111 1j111 1111 .1111111111111ii11111114111l 11tH!!! 0 'c WS INC. 1 2 I 4 5, 6 7 I g 9 in I 11 12 Mt�EIH GERr�st,f NOT =. If the n-ticrcfilmcd c'oc-urnent is Tess clear then this nctice, it is c'ue tc the quality. the:cririnel cocument. 0E: 6e fiG LZ 9G GZ +JG 81 ; ZZ to QC 8L � L 9! GL 471. �. el ZL 11 0 6 8 ' L 9 4, +,' E Z L ww U 1141{ I Ii lll► llla l!) Illfll�llilIIIII�IIIIIIiilli llllllli11111 Wrs � .r < ,. . .:r. . - : � a .. . jJ{ !.,.t Y.!..r. �.. , � . : � - _ - .- r z . f.y-. .. .-� ,. :..,✓ r- ✓ ,�:' - , <c�r e....:.- r:. . .. : s.r- , - .'a r . �. : _ ,. .t-.!,r . t _-?.: f_ ; . .- . ;. �. . . a : � , s .- .. ..,. .�,.r. . .: . _ .. . . su-..: fs "r s �. : .,<:,..f:. . . . ,� .,Y... r ..�. x:..,.. . .f. % =,- .Y .. � ,l :,.� _. ., , , . , . r .y ,_ K z...� .... , .r .l . ,. � ,. g J , .- ..rJ.;_..�,. ., �� .' r �4 .= : r l .K: � �;. :.� , .",�. � .,l� , � /: l,•- �-.__��.�.,.. , - �ir . J'f_-,. x fz? il � li;. lil.0 .. l � . ll + -; 1 ll 1 nl. . il'-?..' 1r i _ .. iiII 11 +I'= I �I.IN .".' ✓ ?II ki 1) .,, II h I i1 �•. I I-', I:f . I , il ,l�ll_l�rl;l` l-:; Ml ir . i. .i✓ r +l .#1 i.�.l .;..I .. . � 2I '(..1 1.;,1,- -r r1 -'•.- �. II I�lr l: . l 7_Gr l- -f...1i;ln,cl, `� I l"=ljalI l. ..� lil 1 I I 1 1 1 1 1 1 111 il I ,�% ' �l= ?$sM- ti!"� f : -ATV;I i- Y -r,. .... .,. 1.,�i ._...... ..-- ;.... r,..,,,.. fir ..-. ..r- .•..^.9 ,_�3. J9:.. -. _... — .s.. t i"i. . k, .a- ....rf.. _. .`T.. rJ `:!�e� ="' ;C, ✓..wa- �, i'.J. ,,.Tf" ! j + ✓.-.! •.��- .,J+' -� - ✓. , .^: _. _..... {� .... ..,. . . -. «.,_ -,w . i. ... �... ,. .w : � ^ -..... 1.Yf ..� . ...! ,f.. /Y. .. � -.J.,a .a'✓e .G 3 .)'. Ll.-v r� •rf ! <^"L.%'. fv: � J.S.N .+� 15. F'. .Y.'�� ...� '9.� .��L'4t, ,.: -. .. ,,.. .:. . ,. .. .... ..,. .: ,.... ,._ ,... d . r. -.. ,. .. .w. u ..., 4✓ r..T� o. .:. .:� ,., .��_ .� >it< .-. 7c >'�. _. ,*xz' ,. '.rt, S�r'} -fir .. .. _.�.� ,�.. _ . <�' �y.� 'Y� r � � :.,_ ..,, 3 .. ..,_ ._. -s.. _. . �_,.ti _... __. .�_.. t:r+. _ -ter . ....�_ t.... ,�., o,_ _ , s �,✓ ..,.. :r.� .`1>.;<E.,rYr� ..� >'�. _.. . Y�.G:. .. ., ._.�_.e- r i .i2.,J��.r_ ,.. .... -_ 1... .. ._^ z�..�l ..._ _. . _, ,ld..,:._ h - -:. _ .. .. , J. CLARK JOHNSON Consulting Engineer 1418 112th Ave. N.E. Bellevue, WA 98004 (206) 454-7137 SiitDS Jab ; — 2c� 1 Date: Br: Subject: 151 w�ran /Q > 33 Q9 F 4-2-C X I CP —727 L Zfy 5"0kw )3.3 j N° C st4e�,) x2xltj'-� �L SNYto psir- 11 �>c N•F. 2 e,I(oac_. App _ �•ZS (,3 -7.5 co /.03 [Ps( 35 II( 1.33,41.13 p u., 13.3 , x ) 5". �.. 3-71 it t h1G- ?s < b tp3 1.4-73 / 5. z..5- w 233 f CITY OF TUKW ILA APPROVED start • -52- •79 • c -4 Lip H,%°* 1,33 L Fb =11So psi 875es-1 its QC.- 4 a " •',' 15:1 Y.. L'C/ Ills II. I1I 111!1111111 Ili 111 111 111 Iii 1(Ij1111 f1 111 1 1 111 11IIlji 111 'II I11 I1I1111 111 111 i11 111 111 111'I 1 11 111 i11 111 1�1 I 1 111 ijl Ij1 11l• 1111'11111 iII 111 I(I III�_•r t�Ii► fIIIIII111►IIl�I t!l�Illllll! !�!�llljl�l�I 2 3 5 4 i 6 / 8 9 10 1 � !Ak()E IN GERMl.NY 12 11 0 r NOT If the 'rnicrcfilmedeocument is less clear them this notice, it is cue to thc'ciality of the cririnei ccvun'ert. rL be LZ ,+e se b'e i:z -ze Le. oe Eel 9l LL - 9i —Si *it el —el ll . OI, 6 E �W I� 1111111111111161111;10 { IIIIII! II{ itillllli{ iIllhill 'llliIllllilIIIIIIIIIIIIIIIII1h 11111111 lIIIIIIIii{IIIIIIIII{illi {I{ ii{Ili{llillllli! I{ I I , t I II i ( I i r. ,u�.,,.., . III I Illif 1111 1111,: lii.{ III�I1111{ IIiI. IIl1�IiliIIIII, ��I ililillllllilnillillllilllllll�ll !�I► 111: lillllillnlllll :lllll111�1111111�i11 11,11 {III! i! '..r .,.t '�' <r.^_t.`*r. 3:! ,. ss.;e r/' d-F r.+`.yi ''l'V:si...:1 � y i ` n- '.�r`°D''w� �'` ,5",':i'�4`• : 'iY mi. •r'?fi5' ti' ��✓ - r". "' .s + .:,- ,n (. . i a �". .. F6 .�: *: '1� �� '� aj.A. � � rf'°'c .ice "i'P` - .5� !t�,. s. .. • dj���L ......< �^ '' : T: it , a��y' � of 'rl' .."% �"�� -.-.,. r'�` .:,.w'..� .�¢� "�.. r nS si' t :,..:z• .:.:: '�y",_ ..Y.: +.. ,: !.1^ _.,. ".: ,.,.r4r�r s r✓ % ri i^l c �!. . .: •'3 r.., «.z. ,i'�; ib.. �./7 c: � 33v £ .4 G. .� i4•'.� . >5{'..,z r "Y',� i'F. '•Ij. i'..- fv .L ✓..^�. ham, saw" fi. �.., _. .:...s > ., ,. __ z .✓ .... .r ;, , <rz ., .r -, -�o- _. �. a.:.� O , -. :<C � .. s.«r.. .....' :4 . - s. �J,'', `� � ..2: - i• >'.rf3 - ..� ��' �. "rte -v.Y1: ,. 1 c:_. - ✓.� �- ,.,n.<_,. .. ...ti;,-- ;: ,_..�.�_._.�:.�s.�.- r�.�. %� -.s , ��...,,. r :.�..,._- �_e.. <.,��..�..... -.., ,- ,��43",_. no see loot's., 504.arrimeir ipirlie gor, -NM al MI WO 1. •11110 71•0 II= .:11A1O1t4"2"1.10 OS. ' OP OSA OS last • if eel MP Om Se:. olop'iaca WAN . :1* lee 11•11ee Se " 11P111011.0. AIRS lie lee • le eel NM MI ieee1111 'ill Ole ell III MIN 1111(11111111: aret ow sr amp, No so los - fee/ 11011r 11111 Aide 11•1111S1 111111111-1/81/elierel.:7, • OM aft RN ass wide Pirelli 1111,. . Pei 1040 1111111' tellelteN1111111, 111111. ii111.1101e Vie 111 OMB IMO*/ . Wee.1011111- .,111111 e line Melee l• aoriii*N1 outjamt masa. or ; moist Imo 4fers him , Aphis" um toe a*-. ot ira sot sir 11.010#11 r/. yook oloi MY let lele: Iplin 1101/01/11 ■111, 11111.11,11111.1 -AO MO Wm, eie ' 4.1.166T4is ; swami Or "011 tit ele 4,11,1111ri 10,100 .. iiak AV; " *a re *at siOr 'tor sa• Was . :pa soli a)IIV ;we sato *Me 40111:00* 101/NieNkliffie IANA NO • Nilepi0Oitsa, • MON.,* ilk' all001,11L- ,114.401.1a:VO 4 jai am )1Ille :11 :.4.44110L *rain i aluseil *.saliormilt mak -I gra lir 01.. ilawkil allet ie.. 0149.4041 awl kr Okapi • leak sormiltir, iNiiiimeit .41*.poilt JIM r .11* aPia low Ia.' almilie ...we es allefeeiieeelleO OM& aila I —r, lies. a emit i'-zrc. enaseit-7:: susaisst 1111i aht11111111ii, alloW S....1.111 Filar, .itt: rev* ..... • :.41%r"*'. ti«...* \‘111111.... - tgas 44 lataf+t• FHA t. ' ■ . • :ARO 44 O AO fen vel .e ""0""f""" ..,. 04.4.4 AOLAIOS OW ten 410,t,' :10•04, ..sttittfi -We MO WS NM CMS up x„. -4,, .FT* \ ...:1.11 xitt'odae IMMO las ma ala UP 0... .., \'fl 4.4.A.UP nougifireitt Om vim mi 4aa. aau a, , , tra .t^ . *is isitilm a* MS Witer 440 p+4-4, , . ;1444a vs, film* imi wir too so ow st1-1 I.* .; : .. .. 400444 44r., Mingo me 4111.111 OM RN OliF *re 4r, es )..14.1 tem $111111011101/.# OM ant wei IN illet-Atteat ■;,,,' //7 nefilel wyt aikplorali BM am dew, WOK arripa, 7 sail IAN 80 alralse Viartio onetepa ink MI a'aF4, t ON fr.fave sr • .111 tit rata ..""4* aft 1111110, 444, e; a. ie. Cart OP' "u .. tillt I 11 91,..1 Ir in! 1,-...k *Atm la. ilig WIIIIIM.0AN ...,.,..vc.cl.....z,:!I „, _ 1fifi.,411141111- t10 0 0 OP • ' ... . % 4.11111 21f ' friiss flA e :..r., ,:•.:::r.• :•7•:•:• . •..Z.tZ. !•51•): 1,•W•: :'..C.?... ..* If $04 ,10161}1111 — A.0115 AtIZ 440E110 =4 wry* 4" EDIVEASIRCSI ....... **. ..4.... .....% :•.1,„ 1111111111111114:111 .:4::: X.;:e....:. :.:•:.:. NY...X. N.:* ..:. FILE COPY 1 understand the P■c:n roN.ral3 are subject 10 crr3 F.:::;721-C,VZ...i of 1:;a!'3 c;-ly ce::2, copy Permit No. l'FEB 1989 Alifiesederar■ 91•40.00, 1•1101Ora alinaaata aosaliA0ONIala..............MOOla asesimaassommaargoom.. • Maillaawaa1 amam. *WO:: • ";" 500:. MY; MP' . "41111111W - ..,—....,.......,, 101111111111111-11111171111111111111111711711111111111111111111111111111111111111111111111 ill111111111111111111111111111illi1111111111111111111i111111111illili1111111111(111111111111i111 2 3 4 5 6 '7 8 CI 1 0 11 MADE 12 4,-. El J.. r Mnr::• If .:,-h rv,Irrr-fIlr,-,,,-I ,-.1,-,.....,,,,,,,4- :. i,....... -1-- .1.1,..... .I.L.,:,-. 1 7O02 01-1f) 30 NAt. 44-& sO' Wielt4 30' All Weft D•lrigne. Anangemente. Crewing* anc Plans Set Forth On TMs Shat Arse The OngInal Wos$, Pardue! O. Craned Sy. And Are The Properly of Crane Direftm and Use Of This Seal Wed 11Prodiatt le Limited To A Specified Protect Of The Purchaser, and For The Construction Of One BulidIng., Any U Ruse or Diedeouse Of Said Pone, Rearoductiona Ideas, Dearigne AndlOr Arrangements Other Than Cntne Design Shictiy Prehehfled By Lea Nathan* The Writlen Pennon of Gagne Beelerl. VMPreEMBEERENZSMIMMISIERN (in LL1 0 Cin Con Drawn By: Date Sheet of 5 MOM Plan tines 7rt G Ai-iv. 'TA ilati No, .. • II111111111111111111111111111111111111i11IIII11I1111III1IIIIII1IIIIIIIIIi111111111 II IIIHIIII11111111111I1I11111 1111111111111111 p,GTNi.INC,. , 2 3 i, 5 6 7 8 r- 11111111111111111111111111111111111111111111111111 1I 111111111111111I1111111I1111111I111111111111111 9 10 11 MADE IN GERMANY 12 F.1 Mt. . taooi 1t E I" Own-, ro Lam-Jost exAcivict -- 4 #rto 1 2e11( )3 ied38.0 Ar e. st4QoP •ib%M 4%16. 1__ .,.. ...a„�... III(; Dtvis Th FOUNDATION PLAN , .114" --he Conb$ctot Shad Clutch sad gltstprts_ -- rkRo ff Woo es)6,-T tov4 L aLt. 61AA.LL '1 15 1` 14c11. c11. 110c rtCAL 10 A MpL vvi� ALT .t Are, t,44 1 `� his WALL, 3 AUK `8 606M tip T , AP AL. 4 All Ideas, Designs, Arrangements, Meetings and :. On T aa, T - • o TNe Pr end Uao 01 This aid 'tibrk Product is Limited To w'' e•,'act Pu r- [ ;. Property of r,ahg CRAM 8a►d t n% R hone, Ids. Designs And/Or ate s Ott‘aa T Y tiP 1"to Orr DKa+ltaa $j t?; $trlt:�hr MbM Lev* Without The P'�mt+aaw++ of Crane Dasaan No. • • I I I I I�1 I I I I 1�..• -. ... -. r' I II ! II ! I ! i I Ii 1 1�1�� iUiiililil11111li•_IiIIII .l:`LIlilll1II 4 5 OIL TII : INC.. T 7 3 li ili I ii1_iii I it +liii I iii ili. I ili 1i1 Iili. ( iii I 1Ii I1IiIi I iliII Ii I ili- l iIi l il l i1i l i,i l iai l il1i1iiiI'iilii1: 7 8 9 1n 11 MADE iN GERMAN), 12 ISLAND 318" OTHER WALL WALL 3/8" SINK WALL 3/8" REF WALL 318" 1?-cciF r;6101X) • A171 • • — . tulcgaw4 ivw9c 440E- .442. & 2J Lesc N),9141116i. ToptcAL SECTION THRU 1/4" ---re4-tvrAiL cE #611M6-1 'Ott to r46 . —The Contractor ShaN Dimensions. — CITY OF TUKWILA APPROVED r 73 .419891 131 4 0■0` Ala inn Nr; nnwinm Ail Idess, Designs, Arrangements, Drawings and Pens Sat Forth On This Sheet At* The Original Work, Product Of, Owned Sy. And Are The Property of Croats Drition. end Use 01 This Said Work Product le Limited To A *mated Prolect 01 The Purchaser, and For The Construction Of One Budding, Any Use. ri*USEI or Disclosure Of Sold Plans, RaprocluctiOns, Woes. D*Siarri AndiOs Anangerrnanis Other Than Can Design la Strictly Prohibited Sy 1w Wfltiout The Written Poe trIssxm f Cris* Delilah *7 +4•• • • . • • , • 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Wil1 1 [1111111111111111111111 1111111111111111111111111111 11111111111111111111111111111111111111111111 o t NC. 2 3 4 6 7 9 1 11 MADE IN GEPHANi 12 r 1 EORKA VgNEER P,Aks KIST Cif W 1) ALL HEADERS TO BE 4x8 OFX UNLESS NOTED OTHERWISE 2) EXTMOR WALLS TO BE 2x4° UNLESS NOTED OTHERWISE 3) CONTRACTOR SHALL CHECK AND VERIFY. ALL DIMENSIONS BEFORE CONSTRUCTION. . -' • -Rzootver-otZ.00rStOelk11002X-gE -Ftr*). NABUSTIO t4' AIR. -n15. 'DUCT 0%.krAL.1„1:2 PT LEAST G 6Q.- IN. ANI:› LL/._ vIzoo(oso LOtTh g.e...41)111 VAM pet,. efteli Chock and Ver AB Dinvsnsions. Ad Moos, Orations. Aresnestrnonts. Drawings arid an Set Forth On This Sheet Are The Orteinet Work, Product Of, Owned By. And Are Th. Property Of CM* Omsk" and Use Of This Saki Work Product is Limited To A Specified Proiect Of The Purchesor, and For Tho Construction Of On* Building. Any U. Rouse or Mock:woo 01 - - - - • - — - - Aiiiide.tukftparrogfixtitiolktdosst.04asignilAndtOr Arrecgornerds.Othes.,Thappronopiesignia EitdollyPioliebited.90.oviiethout TheWrIttonhmodsokinagtzehe 15.‘.4ton. -• 0 16 THS IN( .. • 2 4 5 6 7 9 lo MADE IN GERMANY 12 111111111111111111111111111111111111111 NOT! If the mirrrfilmori rIninumrni- ;0 inee r-le"nr +i. Plan No, CI12988 raecoeersto-rmivanntwort.sune•ko:Ar ::iPtEt t292Yr X1� "�HpR payvE. V,i.0 OPEN BEDROOM #2 412 M BEDROOM 1) ALL HEADERS TO BE 4x8 OFI UNLESS NOTED OTHERWISE 2) EXTERIOR WALLS TO 8E 2x4" UNLESS NOTED OTHERWISE 3) CONTRACTOR SHALL CHECK AND .VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. ' BEDROOM #3 AN Ideas. Designs, Arrangements i rswinga and Plana Set Font's On This Sheet Ars The, Original Work Product Of, Owned By, And Aire This Prolterty of Crens Ossigri. and Us* Of Thla Said Wad( Product is Limited To A Specified Pro}ael Of The Purchaser, and For The Construction Of One Building. Any Uie. Reuse or 13tsetoeurs Of 3ehd Ptsns. Reproductions, tdiu. Deanna Mci/O► Mt SNOIrnsnia Other Thar► Orsne Onion is Strictly Prrohibitet; By l.sw Without Tess Written Permission of Cram Design. • • _. macs lit... C 1 12988 IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII III1IIIIIIJIIIHHIIIII :l111111tJIIIl11111 IIIIIII1IIIlfIIIIIII1IIIIII IHHIil1111111IiJIII HI1II'I111111i1ilI 1111111lili1 1`1ilili1iili1i1111111ll11 1G TIIS iNC). 1 2 /1 7 8 8 � 9 to 11 MADE"16"MANI 12 16 . - .s, a „. , /f/r2J;�. , c c! -1 II0,c -------\ III12005 e fit- 2C70 &. ih• 1boF tar P.N't) vtXtb - Lars.L.L one, 'rRotme a� 1,1ATE, APPAL. — The Coneacfor Shari Cheek and V ty A t Oiaror►I ►c ROOF PLAIt! 7/4” 1$o- fta)Pe A Roc) D �EV:6;$ OT ENc.ki EA) cc r. :ocoNV trTh tic u �,r_ - :-4' t LU ' 10c61-1325‘:) Tl tort .. CITY OF iUK VILi .APPROVED FEB .4 19891 @I ttt. n N ntvIFir,J TRUSS NOTES: ALL TRUSSES: Shall carry Namur. stamp a be installed' a braced to Nenuf. specs. Will not be field altered aitt;aut prior Bldg. Oept. approval of engineering calcs. Shall have design details & Oegs. an site for field inspection. All beaus & headers to be WO U.N.O. Provide screened blocking over supports. Shaded areas a Frilme over. AN Ideas. Destgrns. Arrangements. Drawings and Plans Set Furth On This ghost Are The Origtnas Worn. Product Of. Owned Sy. And Aro i ha Pr*PAtty Of Gana pieta& D. and we Of This Band Work Product is Limited To A See{ algid Prodct Of The Purchaser, and For Tha ConatructiOn Of One %tY: ng, Any U,s. Reuse o Otaclosure Of Said Prans. RoOreduettons, Minh Oman. And/Or J! : r solhar.Than -Orme Design *Strictly Prohibited* Len W i t h o u t The Written Pernittisiori of Cit s Design z �^ I I{ I{ 1{ 1 1 1 IIfIIII1 1111III1111 111 IIIIIIIIIIIIIIIIIIII111111IIf 1 1 11Jf rI! 1111'III1I1;I1 1111111rjilllililit ii1111I11111111 11111111111111 0 16 TNS INC.+ 2 IIIIIIIIIIiI1111111111111111111111111111 1(-1 11 MADE IN GE PMANY 1 ry 111%Pb • , Mal 16r. icohmit&iti.00 del to merti 9' odYrrerr cilt;we(MI�i1hVt4) ,pi' -1 Ob. • tom'PLAII. Z f441'•'r MO ate .te air% geopctitete- --- J " :a�in'St°�'. eke elf 1� SO Z+ to iLLaw/ tzP e'i-t9 C3d-. 4), - cottc..04t. ,' 4$ Ei ' L..nu- c-Fl• FasAir 11.1 . ' JPi rf 51. PETe- MAO -3 E 'Is =iet Ile. tatitrierps ;Z.V ( , WIRE , ibP . mot. &% R . ?IL'' '•FieGi ` �.----- --�xr� sumo - _,�� --- 0d di w over ?f a - ' N_ vid5e,tnewa SIR yrlokAsa rSt tte,c_" eciPtlt . Ash. 411 Oitatvet, 'lair sorrari: Acrii Vetf ll.;tEi l oFSC trit ressfyveg;tat cF , : • iteigsll ZIT RV stoteg' /i iU"If re°0x)., 4.0 alt tl" roj-iatiaj KJ: ase41461. TIM .$"Malta' 4%#4.6. . rfa.l• .yt s A Z.5. r Reat& Caul*: fr rL. (q Lme .. pee Tot' Der Wttteri ax e � $' s'J W /v.. '�° 1 P�tJ• .tv c:. mood, �• sL.i, do e. 1707. 07. • gNrRACTOR TO CHerOt AND VERIFY ALL otNe,44:t i NOT SCALE DRAWING.; . USE DIMENSION :: CQNSTRUCTION TO CONFORM to THE LATEST sot riON or THE use t. DESIGN LOAOS a. Roof Live Load 25 psf (Total Load +0 psf) • b. Floor Live Load 40 psf (Total Load 6s elf) c. Seismic Zone :i d. Wind Loed 20 psf e. Soil Bearing Capacity 2000 per Assumed 2. FOU{40ATt'NS a. Assumed Max Soil Gearing Csoacity '000 psf Undisturbed b. Pour Foundations Only On Undisturbed Soil. c. Under Floor Slabs Compact Fill to 9!'S emo 3. CONCRETE Foundations and floor slab concrete snail be f'c- psi) 1.875 psi. Maxiaue water to cement ratio; 5 -1/2 sacks of cement per cubic yard of concrete and 6 -3/4 gallons water per 94 lb. sack of cement- 260 psi assumed com- presive strength at 28 days. minimum coverage of steel; 3" Cotton, " sides, 1-1/2e wells. Q• 13. Gat. *. REINFORCING STEEL a. All reinforcing steel shall be deformed, intermediate grade, billet steel- ASTM A615-'2 Grade 40; new, clean and free of dirt. b. Splices, where located and approves shall be a minimum or 12 inches diameter or 30 bar diareeters. c. All reinforcing shall be tightly ti42 and supported during construction. d. Welded wire mesh shell be ASTM_a181!. 5. WOOD a.Per U8C Sec. 2504 b. Joists and teeters. 2' Nominal HF 4o.2 (O , Fb -1130 psf for repetitive use. c. Beams, Headers and Lintels; 4" Nominal, OF No. 2, Fb -1250 1181. 6" Nominal, OF No. 1, Fb -.250 psi. d. Studs 2x4 or 2x6 HF Stud Grade •3 eb -72`r Psi for rspetitve use. e. Glu- Lam Beams 20F (Fb -2000 psi) or:4F (Ft.2400 psf) U8C -25 -10 f. See Piens for plywood. STRUCTURAL STEEL All structural steel shall be ASTM .436; neap, clean and free of rust. 7. STRUCTURAL FRAMING a. b. C, d. e. f. Framing to be in compliance alth USC Se:. 1702 Provide nailing in accordance with U.SC Scnedule 25 -0 Provide solid blocking at joist suornrts and bearing partitions. Privide bridging at mid -span of all scans over 8 feet. Use approved joist hangers where reeuireo. Roof trusses; Sizes to be ve:ifie9, detailed and faoriceted by truss manufacturer. Installation end bridging shall be per menafactures specifications ono instructions. 8. STUD WALLS a. Use 2x4 or 21(6 studs at 16" 0.C. pe: U8C 1702. b. Double top plates shall have and joints staggered not less than 4 feet. c. All sill plates on concrete foundations to bt pressure treated. 9. ROOFING a. Apply roofing in accordance with tier :� :. 3203. b. Provide attic ventilation as indleete )n root framing Plane. Ze Ito 9 ..1ST MAOME, x. .J Q AIPPROLISt M t6L r45144tgl4u ream 11ES chip t:: G%4 ` lr • , Z3 CITY OF TUKWILA APPROVED ;41989. M 1 � I t iINf, . c:�mN - --Ties corifrector Shell cheek end. Verify Alt stoma. -- GENERAF, NOTE:, 1. Crnal spore ventilation. *animus net area, t sq. ft. for arch 150 so. ft. of floor area. Opentnga to be placed as close to the cornets 3s practcle and shall provide cross ventilation on at least two opposite sides. UtIC Sec 251wcd 2. Creel Space, unobstructed access. sin. 19"xe4" Sec.25180 3. Attic ventilation; 1/150 of attic area or 1 /300 if 1/2 Is in soffit and 1/2 is 3' above plate 1ine.UBC Sec.3204c 4. Attic access min. 22`x30" with min, 30" headroo'. unob- structed, readily accessible opening. Sec,3205e UBC 3. In rooms not provided Seth an operable window of 1.5 sq. ft. or greater, a mechanical ventilation system, c2Oable providing S wiz changes per hour. shall be provided. sec. 1203 VBC, vent dryer, bath fens. and ranges /ovens to the outside. e 6. 7. Garage and house occupancy separation min. 1 hr. tared and finished. Section 503 c 4 and table S -8, UBC. Garage and . basement supports to be 1 hr. 8. file for shower shall be 6' above finish floor with water reistant becking. 9. Egress is every sleeping room shall have a :minimum net clear opening of 5.7 so. ft. The min. net clear opening height dimension shall be 24" min, net clear opening width diminsion of 20 ". Bottom of opening to be not more then 44" above float. 10.Fireplace code compliance per Ue:, Chapter 37, and local building dept. 11.Hearth extensions; Hearth shall extend at least 16" from thefront of, en*.t at least 8" beyond each side of the fire- place opening. where the fireplace opening is 6 so. ft. or larger, the hearth extension shall extend at least 20" in front of, and at least 12" beyond, each side of the of the fireplace opening. 17.Applicatlon and installation of insulation and vapor barriers shall comply with the 1986 State of Washington Energy Code. 13. Glazing In compliance with Sec. 3406, UBC, UBC Standard No. 54 -2 and Washington State Safety Glass Law. Exceptions Exceptions ere as outlined in Sec. 340a, UBC. 14. Glazing in locations subject to human impact such as glass on doors, glazing within 12" on either side of a door opening, glazing closer than 18" to a floor, shower doors, and tub enclosures shall be wire reinforced, tempered glass, laminated safety glass or shatter resistant plastic. 15. Sliding glass doors to be safety glazing, laminated, or tempered glass. 16. Shower enclosures shall be approved wire reinforced, tempered or laminated safety glass or shatter resistant plastic. Sec. 3406 UBC 17. Glazing within 18 "of floor and greater than in least dimension shall comply with impact loads. See plans. Sec. 5406 and U8C Standard 544. 18. All exterior wall glazing shall be double glazed and comply with the 1986 Washington State Energy Code. THIS OFFICE ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTER- ISTICS OF THE SOIL, OR DOES THIS OFFICE vERIFY THE ACCURACY OF THE ENGINEERING OATA SUPPLIED BY OTMEPS. Crane Design hss taken every effort to ensure the accuracy of the attached drawings, hoverer it is the responsibility of the contractor to check and verify all dimensions. The attached plans are the property of Crane Design, Inc. Any reproduction of the plans will violate copyright laws. The holder of the drawings must pay a fee for the use of the material therin be subject to legal action by Crane Design Inc. The purchaser of the plans allowed to build one structure par set of plans purchased and will be renuired to day additional fees If more than one house is constructed er may have a letter of permission from Crane Design Inc. ENERGY NOTES PER 1986 WASHINGTON STATE ENERGY CODE Provide and minimum added insulation level of- R-38 Ceilings with electric resistance heat 4 -30 Ceilings with gas heat R -30 vaulted ceilings R -19 11e11s R -19 Floors over unheated spaces R -8 At slab perimeter, installed horizontally 24" under slab, when conc :ete floors are within 12" of grade. A11 glazing shall be duel glazing and se. ft. of glazing shell not exceed 21% of gross floor area. All openings and joints in exterior walls shall be sealed, caulked or neathczstrL pad at iltait air leakage. An approved vapor barrier shall be properly installed in roof, in enclosed rafter sports, formed shard ceilings are Spelled directly to the underside of roof rafters, also in exterior walls. Instaill .k Oil visqueen ground :over, leeeied'1' -O" at joints and extended up to foundation wall (reAuired at all crawl elopes) HYA*C aeuipeant shall be stead no greeted then 1256 of deti.gn ' load and a minimum rated cutout of 7St. thermostats -controlling heat supply to *cite than one roost shall have a Plight setback. Fireplaces shell be provided with: e. Tightly fitting flue demos:3. b. readily accesible manual or auto controls. Shosars shell ',eve a flow eorlt :ol device to limit floc to a sex of 3 gpm per shower head. Water heaters are requirad to Meat AS$RAE 90A+ -SO. 0 Plan No. Aft tdeee, Oeeidtna. ArranQemente, Drew rtgg and Plena Set Forth Qn Thee Dhett Ara The Ongtne& Work. (eroded 01.Owned 8y. And Are TMs Proettyr or Crane O algn, end use Of Tele $ Id Work Motive, is Limited To A meted Poroieef Of The purcheaer. and For The Construction Of One Building, Any L lee. Reuar Of Ofeefoeure to Satd Pty Rteoroduetitsree. ide3t Evasions Ane Or Axrehitel ante Other Than Crane Oesipn Iq Smelly Paltetiewl DY Law Without The Written Permnastt9n c4 C'e t;tMelo y <} eieSee I .. - ..mot. •'� .�.^ t ': '. .. t(�4 � . :.., .v -. ��. .'[ _ i �'.f R y• I.�y„h kJ.i} L� Y :✓`: 1 .t• ,.... •, . _, , .. ,....... L';,'. } fir,'. ". , .�;.. ;.,,. \,j_Y�. ll�111111111111111111I1III 1III1IIIIIIIIIIIIIIIII II1IIi1lll1111111111111111111111111111111111111lllllll1III1III '11111 I1III1IIIIIII1III1III1III1IIi1lli1! I1IIII1 IIII111i{Li' 11111) 1111111' 7 2 3 h 5 6 I I G iti T{IS INC.. �-` 8 9 1� ) �� MAOEINENMANV 12 4 NfT=• If th . m;- rrf;lmnrl 4■Inn,emnn + .n I..nn .1.. 4L . LL. :7