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Home My WebLink AboutPermit 5182 - Silverview - Lot 19 New Single Family ResidenceCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - ; a7 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. PERMIT # Control # g7 16416 53RD PL. S. RESIDENCE DEWITT CONSTRUCTION INC. 25815 104TH AVENUE S.E. #197 DEWITT CONSTRUCTION, INC. Suite # Tenant SILVEKVILW LOI 19 Assessors Account # 779640 -0190 Phone # 271 -9161 KENT, WA 25825 104TH AVENUE S.E #197 [JCENT, WA Zip 98031 Phone # 271 -9161 ,ip 9803f FOR BUILDING PERMIT ONLY AnnravPd far IestlancP S q • Ft. 0 e c � Stororeage/ use M ho Retail r Occ. Load 1st F1. M1 720 1405 R -3 5 2nd Fl. 463 R -3 2 3rd F1. RASFMFN- 120? R -3 4 Total 11 Fire Protection: J Sprinklers [] Detectors Zoning Type of Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $137,500 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #15 Receipt #1496/ Receipt #214/5 Receipt #,04/1 Receipt # Receipt # $ 699.00 $ 18.50 454.00 $ 1,171.50 FOR SIGN PERMIT ONLY (] Permanent Q Temporary 0 Single Face Building face 0 Double Face [] Wall Mounted Setbacks: Front C1 Free Standing J Other Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES W COMPLIED WITH WHE HER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO S OF A f STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. .1f Date I HEREBY CERTIFY THAT I OVERNING-T1{IS TYPE VIOLATE , OR l CANCEL Signed THE I' hereby aff that 1 am 1 Contractor ature censed u CENSED CONTRACTORS DECLARATION the Busines d Professions Code, and my license is In full Date -5— a- 3 r" r provi .ns o AMPir force and effect. OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date_•. CITY OF TUKWILA > Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - VAP9 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address PERMIT # Control # AwE Wl e 4) �c aalY�d.C.O 16416 53RD PL. S. Suite # Tenant RESIDENCE Assessors Account # 779640 -0190 DEWITT CONSTRUCTION INC. Phone # 271 -9161 25815 104TH AVENUE S.E. #197 KENT, WA DEWITT C0NSTRUCTIONi INC. 25825 104TH AVENUE S.E. #197 /KENT, WA FOR BUILDING PERMIT ONLY :,, , ., , . - , • �.! /7,1I Zip 98031 Phone # 271 -9161 Zip 9803k S Ft. Sq. • 0 ce ��. Storage/ Warehouse Retail r Occ. Load st • M1 720 1405 R -3 5 2nd Fl. 463 R -3 2 73rd Fl. RASFMFN- 1202 R -3 4 Total _ 11 Fire Protection: [J Sprinklers ❑ Detectors Zoning Type of Construction Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $137,500 Bldg. Permit Fee Receipt #aC.)5 $ 699.00 Plan Check Fee Receipt #1496/ $ 454.00 Demolition Receipt #.y� $ Surcharges Receipt # ?cam $ 18.50 Other Receipt # $ Other Receipt # $ TOTAL $ 1,171.50 FUR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary ❑ Single Face ❑ Double Face [] Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side Square Footage of each sign face Side Rear Total square footage of sign Special Conditions THIS PERMII UECuMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONEU FuR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES COMPLIED WITH WHE HER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO S OF A ' i STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THEE, PERFORMANCE OF CONSTRUCTION. Date 3 ` -� Yr CENSED CONTRACTORS DECLARATION the Busines d Professions Code, and nay license is In full force and effect. oat' x3 " C 1 HEREBY CERTIFY THAT 1 HAVE RN1NG THIS TYPE " W IOLATE , OR CAN L hereby aff Contractor ( ) 1, es owner offered for ( ) I. as owner Owner (signature) OWNER- BUILDER DECLARATION o/ the property, or ■y employees, with wages as their sole compensation, will do the work, and the structure is not intended or sale. of the property, am exclusively contracting with licensed contractor's to construct the project. ' Date CITY OF TUKWILA BLilding Division 6200 Southcenter Boulevard Tukwila; Washington 98188 (206) 433 -1849 •.- ...•- •- •- •....- +.. »,•.,... -- n,•-� . ................ ew.. zu... Hw.. vw•, rna. dwuk:• r:. wie�w�� .wxid�n!r;:VC:*diV.UiiL?!. INSPECTI N RECORD PERMIT # Date Type of Inspection f 1 / //,41 ... Site Address l�� Requestor Special Instructions Date Wanted /c '•"y` /.eP47 a.m Project .$,i >d /%�Y/�,s,44.) Phone # Inspection Results /Comments: Inspector Date /G''" /a/ CITY OF TUKWILA Building,0ivision Tukwila, Washinatonu198188 (206) 433 -1849 Type of Inspection Site Address /.V1 Requestor Special Instructions r.. ∎..-...r.w.a h.111,,, ..r2,6 049,0 H.T Itg,t4 ,.. INSPECTI(I RECORD PERMIT # 5/ 7-' Date /02 ,e - 7"/ Sc', Date Wanted/O Project 5r/ fr , /L°ui /2 Phone # ge P Inspection Results /Comments: /7 /e'/ �� /?,C, /.46eirk//3 /3 241L. 1_//44..,4 ,i,//9/;4 1 J �►� s% /�/ •� .�-4 �M.> S Inspector Date / 3 .-‘2,4) Earth Consultants Inc. 1006 — 131101 PL ACI /LL, 11111 101 101.11,AE WA. 00006 (204)4143 —37110 Nettle (200) 414-1444 DAILY FIELD REPORT Field Rep. Time On Site Jcih No. Page of -9\ 1 Date Time Off Site Report No. Day of Week Wave! Time Mil.. Weather Veh. Hrs.On Sits Hrs. Charged Visitors Project I Job Location 1.\I 5"..:z: 1 ic*,_,) I L.OT" S--r3 - 4- 4■_ Client /Owner Gen. Contractor , dLJ Gen. Contractor's Super. 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". .‘ . - : : . k- :: . : .* ■ - . 1 Cd..3r--, ---117-_,A1 N., c•,.. t 1...y›-.-e-■ c.,:_',7:: r.,,, -4-vc..1-1- , NI c---r-i-; --r2 L. £ AL-1 -rt.-) / z... -- ,.." l'' (....= L,j/V-r-V::: 2.. L,,j ':.; Z.. A..15 IZ C. /1T.,.1 .4 • • '...1.. 4.• % --c,z._c_., 4' A:1y,, ---1,t,-- .--..:_. ,..-.> -6-711-, ------L,rt- -->TZ-"..1 Li#••C.; r. ---- -C.,. ' s. 1...)".--r-I \...v."-- O / ' C ; S. ) ---,A .. frP. "•.-.) 1 .... aii...::. .... 1 COPY TO CONONLIII ON NIDCT PAGE 0 — CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 '(206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions /' y INSPECTION RECORD PERMIT # Date 7 - 6 -' Date Wanted `i-9 ? — .101 00.41/ a .m. Project CS; /'✓ e r Lo If l9 Phone # Inspection Results /Comments: 6-P'1 // Inspector CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 •(206) 413 -1849 Type of Inspection T Site Address /6.,-// j'' .i9 z. S, Requestor //7/ INSPECTION RECORD a2 PERMIT # /' Date 7— / P Date Wanted - a.m. p.m. Project , 5 1061 Phone # % Y 7 9 d d s'" Special Instructions Inspection Results /Comments: Inspector Date % / /0O 4 -• +++ (2x4) CONTINUOUS LATERAL BRACING TO ROOF DIAPHRAGM REQUIRED AS SHOWN +l+ 24" ROOF TRUSS SUPPLY, INC. I P.Q.. CQ� �A 9807'2 WOODtNV,I� 481 C -3x7.7 4F+ 41+ SETBACK (2 EQUAL PANELS AT TOP CHORD) C- 4x11.9 [C- 5x7.7] C- 1.512.1 12 C -5x9.4 C- 719.4[ 901 1 lt"(SPL) C -3x7.7 [C- 2.5x4.3] [C- 4x11.9] r?LA 4' -34" STUB, 12 -00-00 MAXIMUM 1 PLATES IN [ 1. SRN 10 24 -40-00 S90€1TIICIL A03j7 CElia�^E INFILE NO.: a(- 246 -42+t OTES: (5F73.6/4) REF. iEC -S5 DATE: !0/27/1967 REV: 4/19/8895• DES. BY: 64119 SEO.: W 76 & 7 HIP #1 ONLY: SINGLE ME(3ER TRUSS SETBACK 8' -0" FROM END WALL. SUPPORTING LOADS AS SHOWN BELOW. HIP 02: SINGLE MEIBER TRUSS SPACED AT 24 "o.c. (SEE LEFT FOR CONTINUATION) C -4x9.4 C- 2.5x2.6 C -7x9.4 ALTERNATE STUB CONDITION .'1 I ALT. • -0'� STUB General Notes. unless otherwise noted 1. Design to support toads as shown. All lateral force resisting elements such as temporary and permanent bracing to be designed and provided by others. 2. Design assumes the top and bottom chords to be Laterally braced at 3' - 0" oz. and at 12' - 0" 0.c. resoectivety. 3. For recommended bracing details, see 'Tracing Wood Trusses, BWT - 76" by the Thus Plate Institute. + 4. (1x4) continuous lateral web or chord tracing required to roof diaphragm where shown +. + + 5. (2 x 4) impact bridging or lateral bracing recommended where shown +4- . 6. Installation of truss is the responsibility of the respective contractor. 7. Design assumes trusses are to be used in a noncorrosive environment and are for "dry condition" of use. 8. Design assumes full bearing at all supports shown. Scum or wedge if necessary. 9. Design assumes adequate drainage is provided. 10. Plates shall be Located on both faces of truss and placed so their center Cures coincide with joint center lines. 11. "0" indicates flush positioning of plate. 12. Digits indicate size of plate in inches 13. For basic design values of the Computrus Piste. indicated by the prefix "C ", see I.C.B.O. R.R. 04211. 14. The Camputrus Net Section Plate is indicated by the prefix "CN" the designator (18) indcates 18 ga. material is used All others are 20 ga. 15. Nails shall be "Common" type unless noted otherwise. 24- 0- 0 HIV TRUSS SETBACK 6- 0- 0 FROM ENO BALL -. • LCAD DURATION INCREASE - 1.13 TC TC TC BC UNIF LL•0L- UN:F LL•OL- UNIF LL,DL- UNIF LL*oL- LOADING 64.0 PLF O. 64.0 PLF 16• 160.0 PLF 6' 23.0 PLF 0' .0' TO 6• .0' TO 24• .0' TO 16• .0'.70 24' TC CUNC LL•OL- 397.3 L83 V 6• TC CONC LL'CL- 597.3 LDS 4 16' .0' SINGLE MEMBER FORCES T 1. - 4054 8 1. 3626 4 1- -104 T 2. -3892 8 2. 4011 W 2. 383 T 3- -3541 B 3. 4011 4 3. -602 T 4. -3341 8 4. 3626 4 4- 111 T 3- -3692 4 r -602 T 6- -4034 4 6. 24t3 4 7s -104 LEFT - 2049 RIGHT 2043 BEARING AREA REQUIRED r50. IN) JOINT 1 3.26 OF / 5.06 1F JOINT 7 3.26 OF / 5.06 HF .0' Vt:Rr .0' VERT .0' VERT .0' VERT SIZE 2400F - 2100F 1950F 16S)F .. 1500F 1450F 1200F SS DF 01 DF - 02 OF SS HF ra l r. EglaRiviilk40 X TOP CHORD 245 X 214 X BOTTOM CHORD - 2xli _ X WEB LEGEND ' ALL WEB MEMBERS: 2 x 4 STANDARD OR STUD GRADE HEM -FIR. UNLESS NOTED BELOW: L SS MINIMUM 2x6/2HEM•FIR WEB SS f SSMINIMUM2x4145OFSRNEB$SMINIMUM2x41200FMSRWEBS f @ @ MINIMUM 2x842HEM-FIR WEB @## /�mpwus Inc. 44+ (2x4) CONTINUOUS LATERA1. BRACING L TO ROOF DLAPHRAGN REQUIRED AS SHOWN +++ r4.3. 2'-O" HIP 04 2' -0" 2' -0" „ ,,HIP 03 2x4 VERTICAL` 1.5 -2.6 , TES � t r [C -4x6]A 2.5 -4.3 ! ' �HIP02 HIP 11: TWO COMPLETE TRUSSES REQUIRED -SET BACK 8'-0" FROM END WAIL. ATTACH WITH 16d STAGGERED AT 12 "o.c. THROUGHOUT TOP CHORD. BOTTOM CHORD, AID WEB MEMBERS. HIP 92. 03 & 04: SI.tiGLE KEISER TRUSS AS SHOWN SPACED AT 24" o.c. 8' -O" 4 ALTERNATE 7' -0" STUB. PLATES IN [ ]A. HIP 01[0- 4x7.7]A 4 -7.7 ROOF fiAU INC. P.O. BOXY 5321 WOODINVILLE, WA 98072 481-0900 C- 1.5x2.6 12 4" ±14" [C -4x6]A C -4x9.4 4 -6 [C- 4x9.4] STMETRICAL ABOUT CENTERLINE 15' -0" MAXIMUM SPAN TO 30-00 -00 (2x4 TOP CHORD) ALT. 1' -0" CANT. PLATES IN [ ]. 3V- TC U:•:IF TC L'ta]F TC Ut'tIF DC tiN F General Notes, unless otherwise noted: 1. Design to support loads as shown. All lateral force resisting elements such as temporary and permanent bracing to be designed and provided by others. 2. Design assumes the top and bottom chords to be Laterally braced at 3' - 0' 0 c and at 12' - 0' o.c. respectively. 3. Forrecommendeclraeingdetails .see "BracingWoodTrusses. BWhT - 76` by the Truss Plate Institute. 1x3 continuous lateral web bracing where shown +. 5. Impact bridging or lateral bracing recommended where shown + +. (2x4) 6. Installation of truss is the responsibility of the respective contractor. 7. Design assumes trusses are to be used in a non - corrosive environment and are for "dry condition" of use. 8. Design assumes full bearing at all supports shown Shim or wedge d necessary. 9. Design assumes adequate drainage is provided. 10. Plates shall be located on both faces of truss and placed so their center lines coincide with joint center lines. 11. Digits indicate size of plate in inches. 12. For basic design values of the Computrus Plate. indicated by the prefix "C ", see I.C.B.O. R.R.#4211 13. The Computrus Net Section Plate is indicated by the prefix "CN ", the designator (18) indicates 18 ga. material is used All others are 20 ga. 0- 0 HIP TRUSS SETEFC:_. B- 0- 0 FRCM END WALL LOAD DURATION INCRC'iSC = 1.15 + LOADING LL +DL= 64.0 PLF .0" TO 8' LL +DL= 64.0 FLF 222 .0" TO 30' LL +DL= 160.0 PLF E' .0" TO 22' LL+DL= 25.01 FLF 3 .0" TO 32' TC CONC LL+DL= 597.3 LOS 8 8' .0" TC CON LL +DL= Sri:. - -.;S I= 2_ .0" 2 MEMBER FORCES T 1= -5302 B 1= 4742 W 1= -199 T 2= -5882 B 2= rah W 2= 1128 T -4572 B 3= 5626 W 3= -1394 T 4= -5744 8 4= 4 -'42 W 4= 108 T 5= -4572 W 5= 133 T 6= -5082 W 6= -1394 T 7= -53112 W 7= 11 :5 W 8= -198 LEFT = 2604 FIGHT = 2604 .2" VERT VER 0' VERT d" VLItT FILE NO.: 8H- 30.6 -42* DATE: 3/1/85 REV: 5/31/85 REF.:TPI -15 DES. BY: TA RI_V: 4/3/87 RC. SEO : C •' : = • ... REV: 7/16/87g. REV: 9/16/87 RS TOP CHORD CHORD FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED SIZE 2400 F 2250F 2100F 1950F 1800 F 1650 F 1450F SS DF #1 DF , #2 DF SS HF #1 HF 2x4 X 2x6 X BOTTOM CHORD 2x4 X WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR. rPE (2x6) C -5x5.1 to 36' -8" 5.0" 2.0" (2x6) C -4x4.3 to 30' -0" 4.0" 2.0" (2x4) C -5x5.1 to 36' -8" 5.0" 2.0" (2x4) C -4x4.3 to 30' -0" 4.0" 2.0" B B' 12 6 ROOF TRUSS SUPPLY, INC. P.0.133): E-, WOODEVILLE, WA 90072 481 -0900 ALTERNATE SPLICE (T -2) (2x6) C -4x4.3 to 36' -8" (2x4) C- 2.5x4.3 to 36' -8" LOAD DURATION 9NCAEASE 1.15 SPACED 24 OC LOADING lL - OL ON TOP CHORD + 32 PSF DL ON BOTTOM CHORD + 10 PSF* TOTAL LOAD • 42 PSF* •5 PSF REDUCTION TAKEN ON BO T TOY CHORD, AXIAL STRESS ONLY REACTION • 1356 MAXIMUM TRUSS MEMBER FORCEES T -1 = -2196 B -1 • 1964 N -1 - -516 T -2 = -1918 8 -2 - 1339 W -2 = 685 SPLICE D (2x6) C -5x5.1 to 36' -8" 1.5" (2x4) C -4x4.3 to 36' -B" 1.5" NO SPLICE C-1x2.6 to 36' -8" 4 EOUAL PANELS TOP CHORD 3 EOUAL PANELS BOTTOM CHORD CENTERLINE SPLICE C -3x6.0 to 36'-8" ALTERNATE SPLICE (8-2) C- 2.5x4.3 to 36' -8" SYMMETRICAL ABOUT CENTERLINE NO SPLICE C- 2.5x4.3 to 36'-8" C- 2.5x2.6 to 30' -0" SPLICE C -5x5.1 to 36' -8" 4 SPAN TO 36' -8' fieserel Notes. eras of ems noble 1. Design to support bads as Oast. At NNW 10tte re93Snp dements such as temporary and permanent bac* g to be designed and provided by o 2. Design assumes be top and botomchords to be Clergy bused MS - 0- ac and at 12 - D' ac. respectively. 3. For recommended ded bracng details. see'&aning Wood Incas VET -76- by the Truss Plate Institute. a. 1x3 continual lateral :rob bracing where sto=at •. S. Impact bridging Or lateral brarerg ncarmandid =here shown • •. 6. InstaWlion of truss is the responslbety d the respective cortaaa. 7. Design assumes tnr<+aes are lobe used in a non.cdrtosive annual meet and are to -dry comaem' of use_ S. Design assures full bearing at all supports moan. Shim oeedpe necessary. 9. Design assumes adequate drainage a provided. 10. Plates shat be located on both faces of buss and placed so their caner lines coincide letrot joint center grits. 11. Digits indents size d Plata in incles. 12. For beeicdeaign values of hC* nSPtaa.in6caed byDepees seeLC2.13.RR. 4211 11 The Carlputtus Net Section Plate SI Olicaled by the pter4' Or. the designator (tt)id,csrster gm. mauliused. Atothrswloga. Off Panel Spice Note: 011 panel pant spices are located OS /5 the panel length -I.6- at ether end of the panel Ill abed. DOUG-FIR C- 2.5x6.0 to 36' -8" C- 2.5x4.3 to 17'-8" HEM -FIR C -3x6.0 co 36' -8" C- 2.5x6.0 to 20' -0" C- 2.5x4.3 to 14'-4" ALE NO.: 281143 - 36 -6-42* DATE: 6/1/84 REF.: 15 -1 DES. BY: SEO.: STANDARD 3 FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED SD IZE 2400 F 1 2250 F 1 2100 F 1 1950 F 1 1800 F j 1650 F j 1450 F j SS DF 1# 1 DF H t2 DF (SS HF F# 1 HF TOP CHORD 2x6 36: -8" 36; -8" 36; -8'' 2x4 36'-8" 36'-6" 34'-9" -9' 33 t -3" 30'-9" 36 , -8" 34 . -1" 30'-1" 33'-2" -2 „ 30-0' BOTTOM CHORD 2x4 36' -8" 33' -8" 36' -8" 34' -2" 36' -8" 33' -6" _ WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR. 2 x 3 #2 HEM - FIR OR AS NOTED ON DESIGN ** TYPICAL (2x4) rATICAL POST IN HIP IRC55 AT 4'- 0 "o.c. ** j HIP #6 HIP #5 HIP =4 HIP #3 HIP #2, HIP #1 (SMACK FROM END WALL AS SHO N ON ENGINEERING) HIP TRUSS AS SHOWN ON . T'�GL\'EERINC 12 P. TCh I 1/2 SPAN SUPPORT-) SMMETRICAL ?ROUT CENTERLINE TRUSS OVERALL SPAN AS SHOWN ON ENGINEERING SECTION (NOIE: SEE FILE :.O. "PARTIAL HIP-END DETAIL ") OVERHANG ROOF TRUSS SUPPLY, INC. P.O. BOX 532 W00DINVILLE, WA 98072 481 -0900 FILE NO. HIP -ENT) SECTION NOTES: (SEE SEQ. W- STDIa) REF :USC -15 DATE: 4/17/87 DES. BY: SEO.: W stoic 1Gc LPITCH PITCH 44. ©:11 .(U 1'1 •I dl _ *MEOW „ A) Ilk qui= 0 I tql ;1 0 EIP 46 HIP 45 HIP 44 HIP 43 El? 42 HIP 41 gS (2 -' (2)©... (2) J —� 16a s 166 (3) -166 z (3) 166 EX) J (3) 16d K TRUSS 16d S ?ACF1 (3) 166 T 24 "o. (2)166 ROOF 1 tt1ria ;:UPPLY, 111C. P.O. BOX 539 WOOD1►rvlu.E, VIA 51.t072 43104110-0 A. (2x4) C0NTINUOUS TOP CHORD LAT-M41. BRACING AT 36 "o.c. REQUIRED AS SHOWN. USE (2)166 ::AILS AT EACH HIP TOP CHORD. B. (2x6) 42 HF CONTINUOUS PCRI.IN REQUIRE) AS SHORN. C. (2x4x3' -0") 42 BF TOP PLATE TO LATERAL BRACE. v = ATTACH TO BRACE WITH 166 NAILS STAGGERED AT 6 "o.c. - = D. (2x4) 42 HF VERTICAL ?OSIS TO SUPPORT (2x6) ?URLINS AS SHOWN. ATTACH WITH (4) 166 NAILS. PAC 2C N RIDGE S1MNETRICAL ABOUT BEYOND CE1ERLINE TRUSS BE- WALL 1/2 SPAN OVERHANG C OVERALL SPAN AS SHOWN ON ENGINEERING L (121'•) E. (2x6) 42 DOUG -FIR PRESSURE BLOCKING FOR (2x4) TATERAL BRACE SUPPORT. USE (2)166 NAILS TO END JACK 20P CHORDS. F. ALTERNATE (2x4) LATERAL BRACE SUPPORT AT END JACK TOP CHORD. ATTACH ITE (3)166 NAILS. G. 30TTO`i CHORD EXTENSION TO HIP 41 AS SEOWN. H. (2x6) VERTICAL BEARING BLOCK TO HIP 41 FOR FrLI. SUPPORT ON END JACK T0? CHORDS. USE (4) 16d NAILS AT EACH BLOCK. 2 Z 0 s = Y S P tlf 1. G KNCINC z FILE NO.:PARTIAL 'HIP -END DETAIL NOTES:(SEE SEQ. W -STD1b 6 1c) REF.: L'BC -15 DATE 4/17/87 DES. BY: SEQ.: W- STDla ..r lob BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS -ems CI TRUSS PLATE INSTITUTE, INC.. 1976 INTRODUCTION In recognition of the inherent safely of a properly braced tool tyllem, the apperenl lack of knowledge of how, whin, end where 10 Install adequate Meting, and in the interest of public salely, the Trust Plate Institute, Inc., in consultation with its Component Manufacturers Council membership, has undertaken the preparation of these recom• mendatons Substantial concentrated Ludy and dallbesative review by the TPI Technical Advisory COmrndl *e (computing a membership of the chid structural engineers of member pate manufacturing companies, repro sentatives of the academic community, and independent consulting engineers) have been devoted to this effort. Consultation with the TP1 Component Manufacturers Council has revelled in bringing practical field hurdling and erection problems into • sherbet locus. Inclubon 01 the tentative recommendations for on ate handling and erection procedure? is one direct result of 1he consultations. It is planed 10 study lusher and enlarge upon These tentative recommendations While the recommendations for bracing contained herein are technically sound, It a not emended that They be considered the only method Tor bracing a root system. Neither should these recommends lions be interpreted at superior to or a sanded that would necessarily be Fattened in lieu of an architect's or engineer's design lot butting for a pearcuar root system. These recommendations for bracing wood trusses originate from the collective experience of leading technical personnel In the wood truss industry, but must, due to the nature of responsibilities involved, be prevented only as a Dude for the use of a qualified budding designer, budder, or erection contractor. Thus, the Truss Plate Institute expressly disclaims any responsibility Ion damages arising loom the use, sppb*0 bon. or reliance on the recommendations and inform ation contained herein by building d,ognere or by erection cuntradprs I "Air 101 Comm000s Woo, bornenm.e Y.1IN stow p11n1 41 -!,Mw 1101 owl Ilel Figaro 11a) Owaeaal berm* Figure (b) C 10.1omm wren when awe 11• 0,00001 00(,0000,10,0.1 b.rp m..111.4 pw•ry W? 1..1.,11111.10 a01I11ry of lamb mambo. Al No Yin. 1M a•„ry re. IruM It recommended that 'begone' bracing Immimum 2.inch (hick famine lumber) be Installed et approaimetely a 45 degree angle to the Literal brace. Diagonal bracing should be attached to the opposite side of the same member requiring lateral bracing. Thn bracing may be continuous or intermittent at the building designer's option; however, It n recommended that intermittent spacing not exceed 20 meet, or twice the lion/onto' run of the diagonal bracing. • The pound braces should be located directly in pine with ell rows of lop chord continuous laurel bracing. Otherwise, IM lop chord of the tint Iron um bend tideway' and allow the trusses to shill. This Putt, however slight, pull • tremendous strain on all connections of the bracing system, i 1., the weight of the stones would then be added to any wind lone or construction load such as bundler of plywood or rool shingles tending to tip the trutut Over All railing of bracing should be done so Oat if the trusses should tend to buckle or tip, the nada will be loaded laterally, not m withdrawal 11 11 not recommended to nail scabs to the and oI the budding to brace the lust Icon These scabs can break off or pull eul, 1hut allowing ■ tout collapse As 1105111 are set In place. the budder of erection contactor mull +MN lullic,ent temporary bracing to hold the pulse? plumb, in alignment and m • sale condition until the permanent bracing, decking, Ind /or sheathing can be installed Tempoutry bating should be not less than 2,4 dimension lumber and should be at long es practical for handling The use of short spacer pieces of lumber between dlacent moan W not recommended, unless used temporarily in preparation for immediate Installation of longer continuous bracing 181ee1 minimum length) Temporary bracing lumber should be nailed with two double (waded 16o nails al every intersection web the braced member Pre assembly 0? 9,0,10 0l llust01, on the ground, into structurally braced units which are Then h11d Into Place as assemblies is an acceptable alternate 10 the one al a time method Enact spacing between messes should be maintained as bracing a i051011d to avoid the hai idoul practice o1 removing bracing to Weal spacing as sheathing is applied This act oI "adjusting spacing" can *0011 1105101 to topple d a key 1000ICt1OO 11 removed al the w1on9 time Truss bracing must be applied to three planet of toluene* in 1M rool system to mute *hlllildy 1 Top chord Ishuthingl plane, 2. w1b member plane or scilicet plane perpend.CuaI 10 truism, and 3. bottom chord killing) plane 1 Top Chord Plane Most important 10 the builder or er1CtiOn Contactor 11114rnly cal mho 111+1 r 01 1111100 (11010 Tw1( top t hordl are Susceptible 10 1,11,111 71U1:0 11114 hrbre 1111y are braced or steadied It I/ However carefully wood busses are designed and Iabnrale,L all this is at stake in the Anal erection and baring of a tool or Ilan system II n at this critical sage of construction that many al the really band want design ntumptiof ale either toddled or Ignored If Ignored, the conwouences may result 1, a collapse of the proctor., *1ulh at best is a substantial 1u11 of time and materials, and which at worst could result Ina lots of We The Trutt Pale Intl duty "Design Specifications lot Light PA !III Pale Connected Wood Trusses" are recommended for the design of Individual wood blames as Shot twirl t ?Iponent only Lateral hating, n may be required by design lo reduce buck ling length of individual buss members, is a pan ul the wood puss design and Is the only bracing Mal will be spec,lled on the trust design drawings Lateral tinting n to be supplied In the site specified and installed al the luutmn specifies' on the truss design drawing% by One bo10e1 Or erection contractor The building designer or inspector mutt ascertain that the specified lateral bracing is properly installed and that Ilia bating is sul hctently authored or restrained by diagonal bracing to prevent its movement Special design requirements such as wind bracing. put d bracing. se.lm,c bracing, diaphragms. shear walls, or other lad transfer elements and their connections to the wool busses must be considered separately by the building designer He shall deternune site. location, and method of connections for diagonal bracing as needed to resat these tortes Diagonal or cross bracing is recommended in the pane formed by the lop chnrdt. in the ptarie formed by the bottom chords and perpend,t oar to the trust web numbers, as needed fur the overall stability of the entire structure Irots baring and connection deals should be shown on the budding designr's bathing plan as par? 01 the design drawings Bating matenal5 ale not usually furnished at part of the wood truss package. and should be provided by the builder or erection contractor The builder or Mellon contractor n responsible for proper wood trues handling and for proper temporary bracing He must eswre Iha? the wood trusses are not structurally damaged during eiec bon and that They are maintained In alignment belme, during, and after installation Temporary or erection bracing may follow, but not necessarily be limited lo, the building designer's framing plan It is recommended that erection bracing be applied as each truss is placed in position 2 Roue plc) Anthony Ibr b d ry O .iyes. l0, .0 end i .,0 n I.,r. a, • lI.05 . pewnnry ry roof Ooo 11814,1 b.,ry Can0,n4on w0 Figuro1101 ComwMgn web - 0*0ry to *nem Conr,rwt IMP.. b1* o0.0w ban nond to opwe(0 pat el wet o,ewnll Irr1 mo,•npl and shod■ won .d.t {p uon01ry C01,ry STAGE TWO: During Truu Erection the builder or erection contractor must lake odetluete precautions 10 011011 that the wood trusses are not structurally damaged Proper eigg,ng, including the use of weeder ban and multiple pick up points. where requited, is necessary to prevent damage during handling, tentative r ecomrnendehonl are presented In the Appendix hereto It a most Important to brace the first truss at the end of the building ecurely. All othee trusses are tied lo the lust truss. thus the recommended that continuous lateral baring be installed within 6 inches of the ridge line or center line and at approximately 8 leer to 10 feet intervals between the ridge tine of sloped trusses or tenor Imo of flat trusses and the eaves. Fur double member trusses this 5,1111119 between steals may be Increased to 12 feel to 14 leer. Diagonals, located between the lateral bracing and set at approximately 45 degree angles, lorm the triangles required fur stabdlly m the pane of the top chord NOTE • Long spans or heavy loads may fe 10111 closer spacing between Meal bracing and Closer intervals between dlagnnah Figure 314) illustrates temporary bracing m the plane of the tap chord 111 gable 1101t1 11 0010,111. rho ro•u. ..r,. s Ia0,0 bra:.117 for tw•r lop be placed on IM underside of Pie lop chord so teat d will not have 10 be removed as' the plywood lacking ,ss applied The trusses we then held securely even during the decking protest 11 1s equally M100ranl hu the builder or erection contractor to install bracing in the pane of tithe 1st, (hod lot 1111 roof in It0Or trusses The use of a simile Weems) pattern it recommended for all 1111 trusses POI1,cuar attention it directed lu baring at the end of 1101 trusses as shown In Figure 31b1. 2. Web Member Plane. It a 1150 0e005541V to install temporary bracing in the plane of the web members Ilia bracing is usually r F(0 10401 mw.n, nun t tea one. 0.100n401 ico 100*0mon0. two 0,•0h 1,14500,1 twliol w,Ih,h a .0t14101 nap h,4 , Mowel 0 ,1un11 1Ue. u.lnn1l 01nt .mown 1 -1b Mute. h..1o1 col 11016 tary own'01(01 .p.r,ry F.,uns 31*) ter4101 Y1 "?0w• o lent Ivry 1,1.110. 100 t0,00� I,W.1n1iry 11011(1 The design of wood hoses in accordance with TPI dngn crawl* a/1umel 9, I truss members et 10110110 Weight, underm aI noes elution, and uniform m design properties 2. Trusses are pane gradual components, installed %,rurally, braved to prevent Waal movement, and millet 10 each other at the design meting 3 Two members are pinned at lurntl for determination of alai forces only 4 There is comma,? y of chord member? et pints for determine. bon of moment stresses 5 Compression members are laterally 'attained et sPecd0c loin bons m Intervals 6. Superimposed dead or Inn loads act vertically, wind loads era Applied normal 10 the plane of the lop chord, and concentrated bads are applied e1 a point. 7 In addition to the lateral bracing specified by the tron designer. the budding designer will specify sufficient bracing el right angles to the pone of the trust 10 hold every nuts member 0 the position monied for din design. 8 The building designer (ant the Iron designer) will specify sufficient busing and cunrt1111on? 10 withstand aterat loading of the entire structure. The theory of bracing is to apply 10f !leant support at right angles to the plane of the truss to hold every 1f010 membel in 1M position assumed for it In design This theory mutt be applied at three stage*. STAGE ONE. Owing Building Design and Truu De gn Individual trust member/ are checked for buckling, and lateral bracing is specified as required par each truss member The budding designer must i ocily how Thn lateral bracing a to be anchored or restrained to prevent lateral movement should all truss member, a braced, tend to buckle together as shown in Figure lib). This may be accomplished by: 1 Anchorage to solid end walls (Figure 11d1. 2. Diagonal bracing in the plane of verb members (Figure 1(d)). 3. Other means as determinist by the budding designer. 2 110Te Lau. wood bow 1w NO WO M0111. w toe own .e ravel of 001 I boa cwl oew WINO 10001000.• .1ww,' O tanal am 1. ` / \ 1 i Figure 21b1 bracing system depends to a great extent on how well the first trues 1e braced. One satisfactory mnhod n for Ow lust trues top Mad to be brand to stake drwen Into the ground and securely encfond. The pound brace Hull should be supported es shown in Figura 2 or It it p1 10 buckle. Additional ground braces, in the opposite direction, inside the budding are 1110 recommended. ti era v 1t n lo, b, e 0,00 e,a,n1 houly11 anises y1� a nova,n ry LAO 40110 b0•ry .'a, 0 i0w1 Iwo ,YM w.owr eweonl. m••••.101 I01w1 m1o,0W r r Figure 31b) installed at the same IOCat100) toed ad on the archltetlural plan for permanent bracing, and may become part of the permanent bracing. It is recommended that diagonal bating be added et each web member nquvul9 continuous a1ea1 bracing. 1I none is specified, it le recommended mhot it be plod at nu greats? then 18 meet Intervals along tie two length lot roof trims and 8 feel Ins W for floor it testes 11 is not generally armory for diagonal bracing to run conbnU ously for the lull length 0l the budding but 11 n recommended that to spacing between sees 0? diagonal bonny not exceed 20 feet, or truce the horauntal run of the Mogan& bracing. Nowt of 2s0 ?trOAgbecks may also be used to brace hoot trusser where diagonal bruins 11 impractical Fiume •sal dlu, (01* diagonal bracing m the plane 01 the web members, Fi9uru 4101 111ultnal the lateral movement that may occur it lateral bracing is used without diagonal bracng. 3 Bottom Chord Pane, In order to hold proper spacing on the bottom chord, temporary bracing a recommended m the plane of 1M bottom chord Continuous lateral bating al no greeted than 6 eel to 10 feel tin 1 enter 1 dint y Inn b011 Irnglh IS recommended lull length of the building onl•f 10 the lop o1 raw bottom chord. Diagonal tracing 1 t. t• 0.14•...4140..4 40.04 11 4.M0.w1IMr PO 441.414•14 401494• 44 /0,01104 N.na.0 II . NMI 11111 A /41111101 •1w,0 111004 M+6. +411 Figure 110) 1 r 9 e a 6■00• 440 6.w 7.2.1, ll ll ` 11 11 11 II I l 1 or 11 Figure 41b) tru4lw linull C04040061111011 140, 40•411101 M IM.041011.1111 Pusan 101001 11111111 between laterals placed al approximately 45 degrees If recommended for stability of the bottom chord Diagonal bracing In the plane of the bottom chord is generally not required bun Ig11uu1 the 1109111 of the building, but II is recommended that 11 be Ind .red al least at each end of the building. In most cater, lem0arary bracing in the plane of the bottom chord it installed at the locations specified en the architectural plan for permanent bracing, and n, therefore, tilt In place as permanent besting. Figure 5 illustrates bracing In the plane of the bottom chord. Full bundles of plywood should not he plated on mows This oomtruebon load should be limned to 8 sheets of plywood on any pair of buttes end should be located ylpcent to the supports. No excess concentration of any conllruction materials birch as pave/ or shingles) 10 16.6611/110..0011 W Pone o a11046 11x11 Mal p•oe14411046 fi INI .4110.14 Figure 81b) 16/61061 Tea 11611d 10poll ru4.6110464u6+1 If puohns are used, spaced nut to exceed the buckling length of the top chord, and adegwtely attached to the lop chord, 11 is recom• mended that diagonal bracing be applied to the underside n1 the lop chord to prevent lateral shifting of the pur tins Figure 6101 'Outdates the necessity for applying d *gonel bracing in the plane of the lop chord despite the use of 6101119 %paced puffins It is recommended that this 11.agonal bracing. at shown In Figure 11101, be installed on both sides ol the ridge line in all end bays 11 the building exceeds 60 tat in length, this bracing should be repeated et Intervals no pater than 20 feet. 2 Web Member Plane. The purpose of Ihif bracing is to hold the trusses m a vertical polltion and to maintain the design spacing. In addition, this lateral bracing may he required to shorten the buckling Figure A11) I Ipso. A suggested procedure for lilting trusses 11 illustrated in Figure A111 is the IrWS Ulan does not exceed 30 feel. le . • n•64141/11441116111661161, M Ig101441104 ro Oet .1111+041. /WOO 110.14011* Figure 5 Yee 0,5! yrmsl 0614166/41611/0116616.44 4,1(111 a 1111 10 10 101 1eta141 M NINON 10/611 0101 401106 46064 el 0011• 11.6401 should be placed not the busses on any one area they should be spread out evenly over a large area to at to avoid nverloading any one buss, All mechamul equipment should be located only on the Irutlet Specifically designed to support n. 11 should not be dropped or wen 141 temporanly in any other area unless the Trusses are adequately shored. All floor trusses should be adequately shored if pallet' of masonry materials are to be bored temporarily until she neat higher walla are finished. STAGE THREE, Permanent Bracing if designed and specified by the architect or engineer for the structural safely of IM budding. It is the responsibility of the building designer to indicate pre, location, and attachments Int all permanent bracing as required by design analysis. In general, 11 It desirable to design and locate all bracing so that it may work together with other firuclutel parts of the budding (loch as shear walls. portal frames, bearing wails, columns, beams, etc.) 10 achieve foal structural integrity 11 length of a web member As described earlier In the dlicunion of building design and truss design (STAGE ONE), diagonal bracing or end anchorage Is atwnh11 to ttalubre the lateral bracing. Diagonal bracing in the plane of the web members Is also tied to distribute urlequel loading to adiarenl trusses and 10 tweed lateraI forces to dlauhragmt 00 sheer walla. Spacing of rows of diagonal bracing in the plane of the webs i4 1 matter cal judgment to be made by the building designer, and will depend upon the truss span, truce configure tinn, type of building, and the loadirq. Generally, for root trusses, the spacing ranges Irons 12 Not to 16 feel depending upon how n relates to the bracing in the plane of the top chord. For floor trusses the cross bracing should be approximately 8 feel en centers. Lateral 2.6 strong backs may also be used for some floor system% Figure I and Figure 4 illustrate bracing in the plane of the webs. 3. Bottom Chord Plane. This bracing it required to maintain 116 truss design spacing and to provide lateral support to the bottom chord to resist buck ling forces in the event of reversal of strew due to wind uplift or unequal tool or Iloor loadings For mullgde bearing (russet or cantilever conditions, portions of the bottom chord b ^rime compression members and should be braced laterally to 464'11 bur.kt,nq in the same manner es the top chord of simple span 11Udet. Bracing in the plane of the bottom chord is also designed to transfer lateral forces due to wind or 4enmic loafs Into side wells, sheer wells or other resisting structure/ elements Diagonals between continuous lateral bracing serve to dabn.re the bottom chord. It of recommended that one ct.o plate bray of diagonal bracing be installed at each end of any budding, and additional such bays be located at 'method intervals not to mewl 20 feet. Figure 5 illustrates the use of bracing in the plane of the bottom chord. These recommendations for bracing wood truws have been derived loom the collective experience of leading technical personnel in the wood truss •rldustry but mutt, due to the nature of responsibilities Involved, be presented only at a prune fur the uw of a qualified building designer, builder, or election contractor. 14 0 Teo 1IW411M 4v1 40 40.0..11qu001 p ,011 4101 polo 1•0101 Flguee 8111) Permanent bracing mull provide sufficient *ippon et right angles to the plane of the (rust to hold every trust member In the position assumed for 11 in design In addrbon, permanent bracing must be designed to resift 111,141 force, imposed on the completed budding by wind or seismic forces. Permanent bracing may be subdivided into three logical compo. nerds' 1. Top Chord Plane. Tilt bracing is designed to resist lateral movement of the top chord. 11 plywood floor or root sheathing it properly applied with staggered looms and adequate railing, a cantonu• out daphragm action is developed and additional bracing In the plane is generally not required. Some metal roofing materials may be depended upon to act at a diaphragm when properly Upped and nailed. Selection and use of thew materials it at the discretion of the budding designer, 12 APPENDIX It is intended that 11114 appendix contain only tentative mom. merdatlon) that may be uwd as a guide for on silo handling and erection until a more complete statement can be prepared. There may be some mttances in which additional precautions will be nwtwary. UNLOADING. If possible, trusses shall be unloaded on relatively mooch ground. They shall not be unloaded on rough terrain that would cauw undue lateral strain that might result in distortion of true folnta. Dumping of busses is en acceptable practice provided that the trust's ate not damped or massively firmed in the act of dumping The builder shall provide protection from damage 11at may be touted by on site COmlfuct.on acitvlly• STORAGE. Care shall be taken so as not to allow mostly, bending of Trusses or to allow lipping or toppling while the (runes are banded or when the banding is removed II Irufwl fabricated with lire retardant treated wood mud be stored prior to erection, They Mould be stored in a vertical position to prevent water cnnlainmg chemicals leached from the wood from standing on the plater. A further precaution may he taken by providing it cover for the Trusses that well prevent moisture Irnm coming 111 direct contact with the trusses and which can be ventdaled to prevent condensation. ERECTING TRUSSES. Tate buss erector or builder shalt dike the necessary precautions to insure that handling end eecllon procedures do not reduce the load cart ylnq capacity of the truss Trufwt shall be installed plumb, at speclh1d looting and in.plano flies, (runes wdl be properly aligned,. le 004.111107 I1 61 nu.1/. ?Wee Flguri Alt) For trust spans between 30 feet end 80 feel • Suggested filling procedure is shown In Figure Al2). It should be noted IMt 111 lines from the ends ol the spited*, bar "Mein." 11 thew 'inn Mould "lot out," they will tend to auw buckling of the 1,001. 11 I5 •fine w1, 71)1 J.0,uu11 work ----,1 Fives A13) For lilting mutes with spans in wets of 60 feel, It q recom mended that a strong back be used as illustrated m Figure A131. The Strong back should be enriched In the lop chord and web members al intervals 01 approximately 10 feel Fwther. the drong backs should be et or above the and Might of the truss so 11 to prevent overturning. The ati009 back can be of any m111riel with sufficient strength lo safely terry the weight of IM non and still lelent rigidity to adequel,ly resist bending of Use true. I�,.akoII._ iu'ia�_ I. iz _ Lail i _ iiuiiRI1iiiiif! IMIVIIIINIMMII1111Ir/ i��ossilei ®S_ ®_ ig.—.. 111111111111111111111111111111 11S II• 11111111111111111 Teo 1IW411M 4v1 40 40.0..11qu001 p ,011 4101 polo 1•0101 Flguee 8111) Permanent bracing mull provide sufficient *ippon et right angles to the plane of the (rust to hold every trust member In the position assumed for 11 in design In addrbon, permanent bracing must be designed to resift 111,141 force, imposed on the completed budding by wind or seismic forces. Permanent bracing may be subdivided into three logical compo. nerds' 1. Top Chord Plane. Tilt bracing is designed to resist lateral movement of the top chord. 11 plywood floor or root sheathing it properly applied with staggered looms and adequate railing, a cantonu• out daphragm action is developed and additional bracing In the plane is generally not required. Some metal roofing materials may be depended upon to act at a diaphragm when properly Upped and nailed. Selection and use of thew materials it at the discretion of the budding designer, 12 APPENDIX It is intended that 11114 appendix contain only tentative mom. merdatlon) that may be uwd as a guide for on silo handling and erection until a more complete statement can be prepared. There may be some mttances in which additional precautions will be nwtwary. UNLOADING. If possible, trusses shall be unloaded on relatively mooch ground. They shall not be unloaded on rough terrain that would cauw undue lateral strain that might result in distortion of true folnta. Dumping of busses is en acceptable practice provided that the trust's ate not damped or massively firmed in the act of dumping The builder shall provide protection from damage 11at may be touted by on site COmlfuct.on acitvlly• STORAGE. Care shall be taken so as not to allow mostly, bending of Trusses or to allow lipping or toppling while the (runes are banded or when the banding is removed II Irufwl fabricated with lire retardant treated wood mud be stored prior to erection, They Mould be stored in a vertical position to prevent water cnnlainmg chemicals leached from the wood from standing on the plater. A further precaution may he taken by providing it cover for the Trusses that well prevent moisture Irnm coming 111 direct contact with the trusses and which can be ventdaled to prevent condensation. ERECTING TRUSSES. Tate buss erector or builder shalt dike the necessary precautions to insure that handling end eecllon procedures do not reduce the load cart ylnq capacity of the truss Trufwt shall be installed plumb, at speclh1d looting and in.plano flies, (runes wdl be properly aligned,. le 004.111107 I1 61 nu.1/. ?Wee Flguri Alt) For trust spans between 30 feet end 80 feel • Suggested filling procedure is shown In Figure Al2). It should be noted IMt 111 lines from the ends ol the spited*, bar "Mein." 11 thew 'inn Mould "lot out," they will tend to auw buckling of the 1,001. 11 I5 •fine w1, 71)1 J.0,uu11 work ----,1 Fives A13) For lilting mutes with spans in wets of 60 feel, It q recom mended that a strong back be used as illustrated m Figure A131. The Strong back should be enriched In the lop chord and web members al intervals 01 approximately 10 feel Fwther. the drong backs should be et or above the and Might of the truss so 11 to prevent overturning. The ati009 back can be of any m111riel with sufficient strength lo safely terry the weight of IM non and still lelent rigidity to adequel,ly resist bending of Use true. • International Conference of Building Officials, Report No. 4211 TECHNICAL REPORT April, 1984 Filing Category: FASTENERS —Steel Gusset Plates COMPUTRUS TRUSS PLATES COMPUTRUS INC. 1095 NORTH MAIN STREET ORANGE, CALIFORNIA 92667 I. Subject: Compuuus Truss Plates II. Description: The Cott►pulrus'Buss Plates are punched from Nos. 11 and 20 gauge galvanized shccI MCI meeting mechanical requirements established in U.B.C. Standard No. 27• I for A 446 Grade A or higher steel. The plates have 9.4 teeth per square inch of plate, each approximately 'A inch in Ien`Ih and approximately .106 inch in width.'111c teeth are punched in pair:, with each pair spaced' /. inch on center along Ilse width of the plate. and .15 inch on center along the length. Alternating rows of Teeth arc staggered .10 inch from adjacent rows. The "CN" scnes plates are Wend- cal to the "C" series, except that every Third tow of teeth is omitted. Plates are available in increments of 'A inch in width, up to 12 inches, and .15 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 consuuctcd in, accordance with the manufacturer's specifications. Identification: The Compuuus series Cplate is embossed with the letter "C" for the Nu. 20 gauge plate and "C I a' for the Nu, 11 gauge plate, 'fhe No. 20 gauge CN series is identified by the letters "CN" embossed on the plate, and "CN I1" for the No. 11 gauge plate. Ill, Evidence Submitted: Descriptive literature, details, calculations and load tests are submitted in compliance with U,U.C, Standard No, 25.17. Findings IV. Findings; That the Compulrus Truss Pinks described la this report comply with the 1912 Uniform Building Code, subject 10 the foliuwing conditions: 1. The connectors are Installed as set forth In this report. 2. Allowable loads are as set forth In Thble No. 1. 3. The allowable loads may be Increased fur duration of bad In accordance wills Section 2504 (c) 4. 4. Connectors are Installed In pairs oa opposite faces of the mem. ben connected and are not installed at locations where knots occur. S. Application of truss plates to wood members with a moisture content exceeding 19 percent requires that only NO percent of the load values in Table Nu. 1 be used. flans submitted to the building official fur approval must indicate a maximum muss• lure content fur the wood at the time of pink Installation. 6. Stresses al the net section of steel plates are not In excess of the values permited in Chapter 27 of the code. The maximum tensile load is determined by mulllplying the efficiency ratio limes the gross area of the plate limes the steel design stress. 7. Where one -hour tire•reslsllve construction Is required, see 7kch- rllcal Reports Nus. 1352 and 1632. II. The allowable load values are recommended only when plans, truss designs and calculations are submitted and accepted by the building officials 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. 7Fusses are Individually designed In accordance with recognized engineering principles. This report Is subject to re•examinatioa In one year. TABLE NO. 1—ALLOWABLE LOAD IN POUNDS PER SQUARE INCH OF PLATE CONTACT AREA ICBO techakal reports are issued solely la provide information to Clan A members of the organisation uliIWnd the cods upon which tit: report 1: hared. Technical repasts are not to he construed as representing aesthetics or any otherallribM /es nW rpecjlicnlly addressed nor es an endorsement or recommendation for use q/YAs sodden report. This report Sr bared upon independent IOW or other iechakal dais submitted by Ilse applkaat. The ICOO /ethnical staff has reviewed the Ulf ruulia aadar Whores.. but does no'posasu sestfatilitiea to make an independent rmlfical ion. There is no warranty byICBO, expressed orImplied, as to any "Finding" or other manes in the reparl or as to any product covered h the report. This disclaimer includes, but it not limited to. merchantability. `4 Page 1 of 1 WYaen SPECIE, affICIENCY NATIO 1011f11E0N VELUM PNE NEWfIN DOUGLAS FIa4.ANCH IN PENCENTI OlnlcWo N load 011aclloo M Mod OIwcllah N Iood OlwsMs 11 Nod Wok foopoct 10 11 s wait moon M IM call ..post M rho WN11 tweet to IM ton IN N Ilse • loo len AM the .N Mn Ih el 1M Me 1. It al IM 010 TYPE OP PLATE a' to 4s• N• to W' IP to EE• N' N Ea' EP to .r• .f.' la ar M NV C 204 161 165 146 201 161 59 42 CN 136 107 110 97 136 107 74 42 ICBO techakal reports are issued solely la provide information to Clan A members of the organisation uliIWnd the cods upon which tit: report 1: hared. Technical repasts are not to he construed as representing aesthetics or any otherallribM /es nW rpecjlicnlly addressed nor es an endorsement or recommendation for use q/YAs sodden report. This report Sr bared upon independent IOW or other iechakal dais submitted by Ilse applkaat. The ICOO /ethnical staff has reviewed the Ulf ruulia aadar Whores.. but does no'posasu sestfatilitiea to make an independent rmlfical ion. There is no warranty byICBO, expressed orImplied, as to any "Finding" or other manes in the reparl or as to any product covered h the report. This disclaimer includes, but it not limited to. merchantability. `4 Page 1 of 1 CITY OF TUKWILA BUilding Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection INSPECTI'N RECORD PERMIT # ,5 ( I z Date Site Address / C '(/ 1.1.? Requestor Special Instructions ,. :1)61.e4 426-2;tt 1 Date Wanted (a.m. p.m. Project .S c604.^ 6774-/q Phone # 02 7e .-9(6 / i' ` M 9 / 7— 5'0 03-- InspectionpResults /C,omments: il��r,r X�,4.t?,e�,C. Sf,- .2. •e��✓' `ote90-e ,a,„0 t/% .� i�ir� `(/e Cam.•, ..". -$ P�-f Inspector fdr(444 Date 7 / /r'J re CITY OF TUKWILA Building Oiv.ision 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 rte- , Type of Inspection ov-7 -1 . C7O -7 C(' /// Site Address /lv W.‘ Requestor Special Instructions INSPECT''`N RECORD PERMIT # 5/7,7-- Date Date Wanted 01 a.m. p.m. Project 5; r/eA /,A ec{,,,) Phone # Inspection Results /Comments: 'Inspector '(�}TiL,� ,4(i _;4, Date 947/ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection J% &ed44 0»',Jn Site Address /e/ A1%G', — *73 INSPECTr N RECORD PERMIT # Date �/ j� = PO? Requestor j% ui/'> 107 Date Wanted y /4 =eeP Project 5/11/,=".0'" tnif 44.1 Phone # a.m. Special Instructions e=/¢p# d9s Inspection Results /Comm ts: itf /-103' eey2 /9 171. Inspector /4- e. Date ft.; err CITY OF TUKWILA Building Division 6200 Boulevard (206) 433 -1849 INSPECT )N RECORD PERMIT # Date - ix/I/A Type of Inspection FO Ck't ;Se jic.,k Date Wanted* TOO 1P(. S.6 . Site Address Requestor N Q, td; Phone l #g71-9G) I ;c; q71-`167i Spe,ial Instructions Eo-tk. 444.5 • t�; It r 6y `fi p c6y e Project 6114,40 •Itek.v. Inspection Results /Comments: �% /� ,7 2 d�� /r%l/% ///f/eL.— Earth Consultants Inc. Geotechnical Engineering and Geology 1805 - 136th Place N.E., Suite 101, Bellevue, Washington 98005 Phone: (206) 643 -3780 / Seattle (206) 464 -1584 MEMORANDUM FOOTING EXCAVATION EXAMINATION DATE FOOTINGS EXAMINED 4194 4, 1 c tt ? PROJECT NAME. •`�l/Vey ,V 1 F'(4 Lc-- /9 PROJECT LOCATION. t'r> ctJi!c? J J urf �'1 Ue,s , PROJECT NO ? 4 7 ? , 1cl ,t // OWNER OR CONTRACTOR. De Le / I (_ n 617 DESCRIPTION OF FOOTINGS OR CAISSONS COVERED BY THIS NOTICE: FOOTINGS CONDITIONS OBSERVED L-0-1- 1 cf VklQ ,le if ter, -(. ='vi ett .,c,J'l!', 1.1-1 00 - 1 He/ 60r,' 'ctS , TIk.e V `(a £4utr)v' ? r. r r. ,11' 0,. _/T? C'G."pv -xfy' J REMARKS: /) 2 2Poo l- Ill :y e; u-)e G' pfy) 6Pei (t)/ / "X `i. ei?1 1 ,, /or', Pi& p r.06::.0 je/i r7 xr, Po blPC/ .i1, 'v / 1-(: 4 !4i(/ 'ms/ ':::.)(2 I1(:, /2C 10() drl L!//G /?/ 5c1 A , //Q./'.,6 5e`1 A 5, ile:airlel j�j/vvir! -6 ( ?clI(, Gf et /-t' G{( / <Ili.�tl ._`; tif /ad (). - -l; The undersigned has examined only the footing and /or caisson excavations Ilstellbove. The results of this examination are only valid for a period of 48 hours. If any charge In the'ndi ions occurs „ we should be promptly notified. 1 I` sIONAT)RE NAME CIO U' 1.) 4 4 --F: " Earth Consultants Inc. 1805— 19601 PLACE N.E. SURE 101 ea]! MF WA. 96006 (206) 643-3780 Seattle: (206) 464-1684 DAILY FIELD REPORT Field Rep. Page of ?1 1 1 Time On Site Date 1 1 .4/4/" WbatIer /i % /f /i ri Veh.Hrs.On Site Hrs. Charged Visitors Travel Time �U Job No. X17 Time Off Site Miles J r� Report No. Day of Week Project J1 P Job Location 11,' /t,, ke Client /Owner Gen. Contractor Grading Contractor Gen. 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( .r( , f,. f/? / f-,:::, t r • t I..(' ... t ,•,. "1:.1v I l t� '7--:.r; : , ., r( (r" q,"•‘..1 , i' i H ,- r.r,.,.r• ( A ✓' r•7 •7 r t-' r> !'�vrr r . -1 •1 ► J . 1 •'r- 1,.J I t L ' . i - > , . b" ..* /r ,% t ' l 1.1..1 / ,.ir'1 F : ' . ' ( ..j Cl'' . t r ..; ..j ...J .i.,,.1 Ut . i �. r 1 ' - f - 1 i. ti' ; C'1 • . _ / /• - - 1 . ''t . , : : , . ' , , .) ... I -1!....)'' I ( , , -1 /'l,') t 7siu"1 ! 1 ' ! • t •. , ; t { .. ,. , ..1 / /'•"'") ,-.} f COPY TO: ,i` , 1A /; /•r- '` f �;!, , . CONTINIED ON Nt7R PAGE ❑ i City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 City Council 433•1eoo Mr. Thomas A. Barghausen Barghausen Engineers, Inc. 18215 72nd Ave. S. Kent, Washington 98032 2/22/88 RE: LOT # lg - Plat of Silverview - Site Plan Approval Dear Tom: The Public Works Department has reviewed and approved the subject site plan for the subject lot noted in the RE section of this letter per the following comments and conditions: Prior to picking up the drainage permit listed below, contact Becky Davis, Permit Coordinator to have the permit prepared (433- 1851). The Building ,official and Planning Director shall approve the release of this permit. Stone Drainage Permit (Permit Fee: $25.00) The contractor shall refer to the approved soils opinion letter and referenced reports on file in the City of Tukwila Building Division for foundation /drainage recommendations, and such recommendations shall be followed unless otherwise approved by the City of Tukwila Public Works Department. If you have any questions or I can be of further assistance do not hesitate to call me at 433 -1856 or 433 -0179. ere 1" Pr s`W r Senior Engineer Enclosures (4) xc. Dave Grage /Becky Davis /Rick Beeler /Duane Griffin /Moira Bradshaw THB COLORADO CORPORATION Land Development/Real Estate Investments February 19, 1988 Mr. Phil Fraser Senior Engineer City of Tukwila Public Works Department 6200 Southcenter Boulevard Tukwila, WA 98188 RE: Request for Public Works Approval for Utility Permit on Lot 19, Silverview Our Job No. 2262 Dear Phil: Pursuant to the building permit procedure for residences to be constructed in the Silverview subdivision, I am enclosing all of the necessary documents for utility permit application. I would like to request that you review the enclosed plot plan, together with the other enclosed documents, so that Mr. Doug DeWitt of DeWitt Construction, Inc., can obtain a building permit for construction on this lot. I am aware that you would prefer to review plot plans for all of the houses within this subdivision at one time, however, due to circumstances beyond our control, we unfortunately are only able to submit as many applications for permits as we receive plans from builders. Again, whenever possible I will attempt to submit plans in groups, rather than on an individual basis in order to streamline the process of review. I thank you for your understanding and attention to this matter, and look forward to hearing from you in the future. Thank you. Chris Placentia Project Coordinator CP /lc C321.57 enc: (1) 8 -1/2" x 11" Site Plan, Lot 19 - Silverview (1) 8 -1/2" x 11" Xerox Copy - Driveway and Storm Drainage As -Built Map (1) Xerox Copy - Lot 19 Lot Line Adjustment (1) Xerox Copy Supplemental Notes (1) Xerox Copy - Geotechnical Recommendations (1) Original - Utility Permit Application cc: Mr. Doug DeWitt, DeWitt Construction, Inc., (w /enc.)EC EIVED FEB 2 3 1986 TUKWIL /. ' ►JBL1C'NOR < ; 18215 72nd Avenue South • Kent, Washington 98032 • (208) 251 -8222 Co 0 i1 Q W N tk RIM = 199.0 I.E.= 196.64 STORM DRAINAGE EASEMENT 30 2(H (>0 202.00 FIELD LOCATE,AND . " REMOVE EXIST. 310 L.F. 12' N STORM PIPE EAST OF CENTERL-1NE RD PLACE,S!ON 5' TYP. 10' PRIVATE STOR DRAINAGE ESM'T. 225 f e) 200 LF 6/P 4PPR0X(LOCATIb� 'XIS T. 12' S DAYLIGHT 6"--P TO EXIST. 12" CMP GUTTER @ I.E.= 218.00 I6 CB #7 YPE I OCA •O:0-077 ROM R OF SAC at LDW PT. 4i'.O9° 248.64 8 )_ 245.13244 3E LA �;� bl•r 1. 1'-1 -0=EX1 DRAINA '' EASEMENT TO BE VACATED. w rI4( e Ittt '�, 65 LF 8" CONC. .._at0.50% 1 Lat 36 73' CON 8—o 2.0% .70% _PP- 6" CMP WII5 L CMP CB # 4,Ti' ST4r3 +23!,L.5117' RT� FIELD LOCATE OVE5/ XIS T. >- STOW' 31 –.� . a --YARD - 9N�C. @ 4.0 D D .0 --1:E".".; 27;9/ CB *6 TYPE I / ST A.3.88, 15.17' RT RIM = £449768._ -2,49. IE I.E!= 243 ( FROM C CB # STA. M I.E.• I.E. = 'c I.E.= 2 I.E. = 2 CONN DR 6 "I S F OM C CB* FROM C e1 F. 6' PVC :H DRAIN 1 DETAIL LF 6" PVC SLOTTED TRENCH DRAIN @ S =0.5% MIN.DETAIL, SHT. 2 14 TY 1 LOCATE OVER '. 12' CONC. STORM X9:9.264.65 I t%,. r, NOTE' THE TRENCH FOR THE GAS, POWER, TELEPHONE AND CABLE TV SHALL BE RIGHT UNDER THE .•. ..II. I I Ti11r- I. AtII►1 NIT rnn CB #I0 TYPE I INLET LOCATE AS SHOWN RIM ■- 263.53 282. =7 I.E•' 279.91 280. = 7(FROM YARD I.E.= 280.57(TO CB. = ) 6 7 5' M A P BOUNDARY LINE ADJUSTMENT 25' 53RD PL. SO. IN N.W. 1/4 SEC. 26, T. 23 N., R. 4 E., W.M. LOTS 18, 19 & 20, SILVERVIEW T KWI LA, KING COUNTY, WASHING T j- N 25' EXTG. 10' SAN. SEW. ESM'T. EXTG. 10' ST. S88 °5604 E DR. ESM'T. 150.43 EXTG.10' SAN. SEW. ESM'T. gtc0.- ti Q rnr I —1 I Iz _AU) i I rn 1 1-0 rn I sr CD o 64.99' o N88 °03'22 "W O r O O / CONSTRUCTION OF ACCESS/PRIVATE DRIVEAAY 1D 6 PCL. 'A' 9 NEW SIDE /SEWER TO PCL. "B" SHALL PPESE?'■ E 01 • • LEGEND - "R'GINAL L ^- ADJUSTED L�T _ '•F I /2 "k 24•' IRON RODS SET AT ADJUSTEC LOT CORNERS. PLAT OF SILVERVIEW I_ EXIST. STORM SYSTEM BY EASEMENT. 1 _85 58 I S88 °03'22 "E 190.00' 7--.._ o CN EXTGLPRIVATE IO ST_DR. ESM_T.— — — — _ _ _ �, N83 °54'39�,w — wl 84,52' 51.03' In .;;� N 88 °03'22"W a P,`` 1 i- ,c'I``. GE�° ea F� ao "ro p P�C'E 0 SQ. . sk,.\ <� /A= 74°40110" R =25.00' EXTG.I0' UTILITIES ES M' T. A= 64 °46'23" R = 50.00' 80.78' -- — — - 140.18 N 88 °0828 "E THIS PORTION OF PRIVATE STORM DRAIN ESM'T, TO BE VACATED UPON APPROVAL OF THIS B.L.A. co ai rn 10' STORM DRAIN ESM'T. TO REMAIN IN EFFECT SURVEY FOR THB COLORADO Land Surveyor's Certificate: Map on File in ';3,•: This Boundary Line Adjustment /Lot Consolida- tion correctly represents a survey* made by Direction: me or under my direction in conformance with the requirements of appropriate State statute. 111=5°' Scale St;'io: Name: R.W. MURSELL Date: 12/2/87 Certificate No. 23856 * A lot consolidation dos not requi a sur...ei of the ?eriieter unless the lines are adj'JS' (29 /BLA.MAP) Pige Barghousen Consuiing Engineers Inc. Land Planning, Surrey 3 Englneerinv Specialists X3215 72nd Ave. S. Kent, W4. 98032 �r., -I 'r., .. • c 0 O ••"‘ !" r. r. e' •^. Earth Consultants Inc. Geotechnical Engineers, Geologists U Environmental Scientists February 17, 1988 E- 3473 -19 Ms. Moria Carr Bradshaw Associate Planner City of Tukwila Planning Department Tukwila, Washington 98188 Subject:: Plan Review Geotechnical Recommendations Lot 19, Silver View Tukwila, Washington Dear Ms. Bradshaw: We have been retained by the THB Colorado Corporation to provide an opinion letter to your office as required in the SEPA conditions for the above - referenced project relative to construction on Lot 19 in Silver View. 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 recommen- dations 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 No. 100487 prepared by Crane Design dated January 18, 1988, and submitted by the owner of Lot 19 in Silver View, which we understand will be sub- mitted 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 recommenda- tions. 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. 1805. 136th Place N.E., Suite 101, Bellevue, Washington 98005 222 E. 26th Street, Suite 103, P.O. Box 111744, Tacoma, Washington 98411-9998 Bellevue (206) 643-3780 Seattle (206) 464.1584 Tacoma (206) 272-6608 Ms. Moria Carr Bradshaw. February 17, 1988 E- 3473 -19 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. Our review recommendations and conclusion 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 DG /GM /kml E WASjj% •441 fig . Earth Consultants, Inc: THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER . 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. 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 State Electrical Inspectors and all required electrical permits obtained through that agency. 4. All permits to be posted at job site prior to start of any construction. 5. When Special Inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of the appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. 6. Engineered truss drawings and calculations shall be on site and available to Building Inspector for inspection purposes. 7. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report or as directed by the soils engineer. 8. 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 Facilities (1986 Edition). 4 0. 6 z. LU r..1 • C) •"' "C! Z „ n 0 , C.) Lo fa-3 uJ N Inaw594 I4 cc 0 1- $-ir-- Piviaci 4 Li\ • TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (2081433.1800 Gary L. VanDusen, Mayor MEMORANDUM F/16 g8-0/5: jJ/t .vvi»cJ #lq &e, fee ((JC,5 -06,W CLt7 07/1. Waal) Ziu id-Mq 11,10i-01J ,Oetta_ v-/Q85 Utge Pe6tciut -M f 3(4g 4b X l �/ 8, /0 0 go, 9 8'5' Aazonefik I0a .2 ° K 1,39 o95 lr- u l L/ y Tom) / /7 yg7 4usIcti PeArnik Feb i&' SUP) Fee qG U� (45-1/, 00 c,0 / 1 7 / 50 (10 /T2.MEMO) 21 ► /-B-a w ( V.4 s.157_ '5: Lt r o i-t "t t pST c.JF.Ft 6,( (Vc, I b ((11 15' U'1 KATI 1)0,W\ r\pPuckpos,, h \O 4 UV ugh. I Ire e ng "T` )1..0\ 11 L NCO, O- !?.-/ 11 fc?) AA--.(r) 2--(1 vy,;:cK lepL)., l S V -17ThL 1)-15 S:.1. �- ) '1 \\ V- °.� \ � ��„�„ 1`0.,.�lSlI' S D1 L5 � ~ -� � p U .CA Il S u ( Lw. CITY OF TUKWILA ' b200dSouthcenter1Boulevard BUIL, 1NG PERMIT APPLICA •ION I, Tukwila, Washington 98188 Control # ��" v �* �' '(206 -433 -1849 Site Address /(' /( 6-3 p,4 So Suite# Floor# Project Name /Tenant S,It1n. vKlc.) .Lo! /7 Valuation of Cops ruction /37 500 Assessors Account# 9 2q64/0-0/ ro Property Owner ij' 1j- Gait,/ , ,,4 Phone a ?) ''/, ( Address 5 J0 t /..4u s.tr-Z'` /f? A / ("A.A.,- zip 2ro31 Appl i cant .5-,ea. ,..._,r Phone Address Zip Architect /Engineer C12.,Atu.._ )JAsipow. ,7 7,-, Phone -o.q5 y Address /0V03 rcewi1/64y,/.7, RI ci Zip 2d'■( Contractor (27, -c s -Te- License# &-k),y� 7i. .,/o,yl Phone L ( -p(6/ Address ..9.31P6— /o /,' ■56 .(f? Zip pyo3( Class of Work: El New Addition ❑ Tenant Improvement ❑ Remodel (residential) Reroof ❑ Demolition ❑ Interior Demolition [] Other Describe work to be done gu, Id ,cle+v 14)•Mic" Type of Const. (UBC) (% /(J Occ. Group (UBC) (13, 44.1 Square footage of entire building Square footage of tenant space Building Use V-£5 Will there be a change of use? [] Yes /, 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 PROPERIL -O.WL ''S AUT I :IZATION TO QO THIS WORK. Applicant /Authorized Agent (signature A ,ter 0.e Date /—..2C--- KY (print name) ,0 c.. klvy( Contact Person (please print) 9 ,t (,4 Phone 027/ F/6/ OFFICE USE ONLY FEES: Building Permit Fee ' 96 (000/322.100) �4'9L Receipt# / Date Paid Plan Check Fee - Date Paid (000/345.830) 9 4/ , Receipt# Z! !r i_. s -, Bldg Code Sur Charge (000/386.904) :3,5c) 3.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) 1r�, (2) Receipt# Date Paid Other ( ) Receipt# Date Paid 3- �� ' raj{- *New construction only TOTAL - �.�"Q. (OWES : $ ) attei SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entire Building: !a'�- FLOO'• USE Occ T s: SI.FT. UCC - IAD USE Occ T is - Ss.FT. OCC " LOAD, USE Occ T .- Si FT OCC lit TOTAL S1 .FT. TOTAL OCC. a ,AITRIMMINIIIIENMa *1111 ,1 MI= MillOiall _ _ _ A7 U i1 TRACKING DEPT. DATE INS DATE OUT COMMENTS BLDG 3 iI,,`�� `� 1 Approved for Issuance Type of Const. To Mahan: Date A'.roved: IRE I/ / _7 i..1 1_0,0 -65 A, 6. 0 g.),?, Approved Initials) ,*e#iz Per letter dated / /'/ Fire Protection: ❑ Sprinklers ❑ Detectors • / 5i-t',- re/1c,.✓ Gam, , Approved (Initials)! N • BAR ❑ LAND USE /SEPA CONDITIONS Zoning Se bac s: S E W PLNG Parking stalls required for: Site Tenant Space pace Parking stalls provided: Site Tenant Space ADDDITLIONAL PARKING STALLS REQUIRE'D: 5!"4,-);e4, 9/�- r7 , 1.4. . - 4'(s.., f Q L ' k Q- a./ Approved (Initials) Per letter /plans dated PWD „, , raw /0 nrrr FINIOCOMMI05771/M 1717.M.R.7:0 1:71MINKID FOSNIO.ONIMMYNIN. Yx45 " " 13evsz. Z).8" 13,qpio S Date 1-18-88 CITY OF TUKWILA APPROVED MAR7 1988 BUILDING 01V!SION All Ideas, Designs, Arra ngements, Drawings and Plans Set Forth On This Sheet Are The Original Work, Product 01, Owned By And Are The Property of Crane Design, —The Contractor Shall Check and Verify All Dimensions. -- and Use Of This Said Work Product Is Limited To A Specified Project Of The Purchaser, arid For The Construction Of One Building, Any Use, Reuse or Disclosure Of . Said Plans. Reproductions, Ideas. Designs And/O Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Written Permission of Crane Design. n!:362itAl -cseaatoaasocariar. f.:•:.,:::-.:-::: . . ; .. .1 ' § :::::::::::■:::;:::■.::::::-::::::!:::;:•::: i: . .: . -:k:•Z: ...., :•::. ..:- *04....: .:::•:-:. . . ' .., - - --. :. ' „,,,st :., .-:. ...,-..::: :-.T.,.:•:.. ..:-:.:.: :*:::::: ,!:,: ::::::::::::!::::::::::::::.:: • ti 1 .... :... ,..._.„, -it° L— Yx45 " " 13evsz. Z).8" 13,qpio S Date 1-18-88 CITY OF TUKWILA APPROVED MAR7 1988 BUILDING 01V!SION All Ideas, Designs, Arra ngements, Drawings and Plans Set Forth On This Sheet Are The Original Work, Product 01, Owned By And Are The Property of Crane Design, —The Contractor Shall Check and Verify All Dimensions. -- and Use Of This Said Work Product Is Limited To A Specified Project Of The Purchaser, arid For The Construction Of One Building, Any Use, Reuse or Disclosure Of . Said Plans. Reproductions, Ideas. Designs And/O Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Written Permission of Crane Design. n!:362itAl /Z IIIINI��I�N�IIIIIN� IIII��I Drawn By: CITY O TUKWILA APPROVED MAR 1988 it Nifi LD • BUILDING DIVISION Plan No. - The Contractor Shall Check and Verify All Dimensions. -- All Ideas, Designs, Arrangements, Drawings and Plans Set forth On This Sheet Are The Original Work, Product Of Owned By And Are The Property of Crane Design, and Use Of This Said Work Product Is Limited To A Specified Project Of The Purchaser, and For The Construction Of One Building, Any Use, Reuse or Disclosure Of Said Plans. Reproductions, Ideas. Designs And /Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Written Permission of Crane Design. �M• £" +n^'rr ✓gzT.S= i>::..%.T.r..,., ,.v1.2'^kuc.✓• ..54:.iaA�M� TA, 100487 /20s 4o xio c pY /0n/,z c_ 13RJc. . —The Contractor Snail Check and Verify All Dimensions. — CITY OF TUKWILA APPROVED MAR 7 1988 :.. ,. [3U!� D ((�� tt►l�� tton AU Ideas, Designs, Arrangements, Drnwinge and Plane Sot Forth On This Sheet Are The Original Work, Product Of, Owned (3y. And Are The Pronedfy o �r�'inPaliVI!'N and Use Of This Said Work Product Is Limited To A Specified Protect Of The Purchaser, and For The Construction Of One.Buildhtg, And Use, Reuse or Disclosure Of Said Piens, Reproductions, Ideas, Designs And/Or Arrangements Other Than Crane Design IR Strictly Prohibited Sy Law Without Tha Written Permilseibto of Crane Design. ti. a"Yd�y�l� .Cr irl^IiG I! tiL ) rt.D in d(.p C.isvE 6E4. ow PAS Drawn By: =1 he Contractor Shall Check and Verify All Dimensions. — CITY OF IJi14JIU1 ,APPROVED MAR 7 1988 AS NOTED BUILDING DIVISION All Ideas, Designs, Arrangements, Drawings and Plans Set Forth On This Sheet Are The Original Work, Product Of, Owned By And Are The Property of Crane Design, and Use Of This Said Work Product Is Limited To A Specified Project Of The Purchaser, and For The Construction Of One Building. Any Use; Reuse or Disclosure Of Said Mans. Reproductions, Ideas, Design And /Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Writ trout The WrittenPermiesioaot.Cr'ane Design• ..' aJin �RZr1 Y .. 41 r v Z w 0 Gr dZ cn stn O" , cr) U. in c oo of N LtJ �}'l��, ;:i k�`�`.Cti: r " k r r`..:_r"to. ',.ih.r.-+ iavr. r-m..i 'P?S ?.i � ...� ..... .f' w �.r..+tv -i Si I�sotil ..t B Cc .c $x iC,'' G „ Si�M l,. x /Z" Fre-,. Vii✓ ,'.� I=rr,,. I I ,b.r g" C-DAr`..//.4�3 Dv e---4 ¢" Cj,Qxh'c. J� C.L w,/ a xG / © -iv WWi•� Drawn By:;. 30 '- " -The Contractor Shalt Check and Verify All Dimensions. • CI LA R0VED MART '1988 iS ItitED BUILDING DIVISION Ali Ideas, Designs. Arrangements, Drawings and Plans Set Forth On This Sheet Are The Original Work Product Ot, Owned By, And Are The Property o(Crane Destgn,` and Use Ot This Said Work Product Is Limited To A Specified Project Of The Purchaser, and For The Construction Of One Building, Any Use Reuse or Disclosure Ot Said Plans, Reproductions, Ideas, Designs And/Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Written Permission of Crane Design. Y.•;±t ' -fir: s....ra..ar:9T • ^•.a. .ie¢.. w. ..+...,..... -.w .., - Z`idn`a^?.sx �3irL':.�s: {.a c.f+:?.Ga::�•YV �,...,.b: .:t+wYae' vim •4,...+..w....fa�.v*'�+,'.'iw 7-12-65E a `flz s seZ4 " ®C'. Ev./1 --- Mrs. uSS e Z4" 0.C. 6A64 -6 Fa Z X‘, Vi4 LL .ay F /LLS N ./2 Y $SaS c Z4" 0-C. Z4" 0.e. 6, 42 G :/Z Zie" O .c. Drawn By: Sheet: �Z 7724ss4-$ Q 1'0.C. —The Contractor Shall Check and Verify All Dimensions. -- M i:uILU BUILDING DIVISION All Ideas, Designs, Arrangements, Drawings and Plans Set Forth On This Sheet Are The Original Work, Product Of, Owned By, And Are The Property of Crane Design, and Use Of This Said Work Product Is limited To A Specified Project Of The Purchaser, and For The Construction Of One Building, Any Use Reuse or Disclosure Of Said Plans, Reproductions, Ideas, Designs And/Or Arrangements Other Than Crane Design Is Strictly Prohibited By Law Without The Written Permission of Crane Design. 100487 as • - Wm, • 1 • CC co (e) 0 435 es) 04 (1) ...r do Cr) cO "E -my 11116111111044111.1111111 i111111111111i It r,f317M. • • ' ' . . . . All Ideas, Deeigna. Arrangeinents, Claming* and Plans Set Forth On Tili* Sheet Are That Original Work Product Or Owned By /,,,nd Are The Propetty of Crane Deeign: , and Use Of This Sold Wbrk Ptodtict letirnited To SpItettlAd PeOleal Of:The'Purchaser, and For The Oigistinction Of One-Bulb:Hag, Any Use,-Rause or f,%. iscloie:o Of , I Sold Plani. RoOtOductiona, Ideas. OosignsAnd/Or Arrantpanienti Other Thin pine Ooston t rictty PvoPibfted Sy i.WthoTbe WrItte,i pertefeekte el CreneOtadifin: '• • -.;-••IX••=';'••••':',,---"*.- *.a• ' • • • - • - -^, • • , . . . - ' • , . .;•-• „•;, • - • ; - : ••••••::,1,4, . . • tt SY1.4 ^�J • } as ir .erti > .r -!t " Z.101/1 ebtLA- WC,LEA1 &' NI T O Of tH tip - of Tor c • 1 • € S' Q•G.. co1Jc. t 'Gy 41' c- ,e...u. -- offiNSISINESSIg sit ri hare► /Ci e--)01-10 BBLf ;IU A Ai 1 1 ∎t �a Iw-a ;1Z-16 r0 !Us. tom, �r 105 of icy. Z,- *af (.01 -1'1-: Wit• Tor iscroo =t. 2x RMJ Pty. 4.omee 's 1.1?Ft;) 111.JG waU . ©R. t1►JR4rT1[�a "G4 I` i�e'•�® ;f`a't rat +r�. ,,,emti� ,14o,Iav� Viefte'`kV% /( ni 1 LPG 'G;144 if GOB v• a oW ism+ I ee.• • 1F_ r-19 it I as Poz-PlAti. aj KG; SGJPFbLT PO�'T � I F>rt.lr I/z W l 1I�?ItJ• .� t- 111.1. uJ. SUi'R31�i' 6M. :o. • i te; Tdlt -mow ZLII-1 i' • 1-10 Hick-knot-IN-11 !oI �It i pLAcep M1IJ 1, fIA 31''A -t-reAD bIc$itg 1• t ocJ• 6t ! ' ti I l I : o C A t #41 M,1 rte, }J aelviev.; t?? E. t tic-'e Latin 'oat ' to t 11-1e Fi E c�t,sT/ 1-7/f : `x Etlr /.l� -ra E eta . .__ AL IMA Y ba u2s o ,4 " SD 12 Z,r ' f>1" r�U ill - W`I/zdc� �1.G444J . 411 U vet.. L L 4 6c)L1T' Rerpole., 1zaP Imo" 1'iR M. r LL� M ", fail it At11 1 t ustIss T1 � ta.E.4 • RRs lS II ' clt. 6&i?•) t.LT£G f . SHT&& Jt: f, I•.lal P'11 Ia4T( 11 Py "i/(J• f3 Pela Map. .14 plat -14 =The Contractor Shall Check and Verify All Dimensions.- TI ON p�TI Vi lL.4;r100 c�FSr< -e 2 r 1P sHILJGL s #0 61:y T'.o strA c*ic S5Rt:Ee) ux » of Lbf 16! , p>t r-,rts P IZ.S . G i F \.4 PF.L. TAI' n-> .. \-/A- P1 wtiiLS- -51u°'› It.' a c. 11.5s 41 /V. %. .GIB pL•,,,c -.41:41.1c1 I- P4 4l- c21Z• 2:4 9 " 1;' cv: < [r IS 13,1 r I 11S: V•('v, g rt.-5 st\itc2Fol-i P1M k1/ s t uU4 "ItYp rt. 04LY Lc".leze f. SG LIDSHtG-7. P -lat3‹, 2't 117, L.') Ze iva0ttr'k ,AND vE8 iF,y At L Q11E0I064a Dt � vVR AWINS 'vgt-- 3I46I0J5 TT3t:I NT0 C Os FOZ►T0. r + ATLST _ flIION F T t ' UBC T s.,' IT 4. lid'G.- L"•iv i f). it a i:dad. $3 yrst 4ttital'_laaq 0 pS b. °Fiooi'Livs }►os4 40 Psf• ((Total° toad 65 0>i0 c. Se lstaic_ none.. 3 e. Soil Boating .Capacity .20001 oaf A:fi.uiied 2 ROUNOAtIQNS . GENERAL. MOTET. 1. Crawl .Space ' ventilation, 'mLnitium" riet, etea each 150:ssq. "Pt". of floor :;sie4• +] e+nicite •t4;; • t #iasg8�'zsU- close to the .Corners `as orac,idie'4110; ha,l 20,416 ' •ventilation On at least 'bide s • ,t 1.- 2. Crawl space,:unobstructed access 3 Attic 'ventilation; 1115(3' of ettie aiO4 ls` in sofnit• and 1!2 is 3'.;ebalee:liiltteIlnte•. 4.. Attic accsse in 22 "x30' with mitt a d, strutted, raadl iy acceseityie opening 40 .110 i. ... 5. 'In rooms' not provided ,wLth. an opetieb ,m *i(klow;i f I 5. sb z ins a.- Assumed Max•S it Bearing Gepaoty'_000 pSf Undisturbed Cwt ft.,or::greater, a mechanical ventilation syate. i iaspab ei. b. Pour'Foundstions Only Ors Undisturbeo Soil. 'f C. Under rloor Slabs Compact Fill to 95% MHO. 3' CONCRETE providing 5 air changes per hour, shall be` provided :• Sec. 1205' UBC. ~'1 '6. Vert dryer, bath fans, and ranges/Ovens to the outside 7. Garage,and house occupancy separation twin. l'hr ti�Oed trod-_ a. Foundations and floor slab concrete snail be f'c -o.75 (2500 of, cemsnt pee eubic,yerd oP concrete and 6 -3/4 gallons - basement supports to be l hr. water per 94 3b. sack Of•cement- 2500'Psi assumed com- presive strength at 28 days. b. Minimum coverage of steel; 3" bottom, 2 " sides, 1 -1/2' Malls. A:° r2E1NFORCING STEEL psi) 1,875 psi. Nsxiieum,tcate :ta cement ratio; 5 =1/2 :sacks s <` finished. Section 503 c 4 and table S =8 U8C Garage;and a. All reinforcing steel shall be defora'ed, intermediate grade, billet steel- ASTM A615 -72 Grade 40; near, clean and free of dirt. b. Splices,•,,whe�re located and approved Shall be a minimum of 12'1pChee. diameter or 30 bar diamentets. c. All reinforcing shall be tightly tied and supported during coostrUction. • d. Welded wire mesh shall be ASTM- .3185. 5. WOOD ia.Per UBC Sec. 2304 tb. Joists and rafters-, 2' Nominal HF No.2 KO, Fb -1150 psf for repetitive use. c. Beams, Headefs and Lintels; 4" Nominal,, OF No. 2, Fb -1250 psi. 6" Nominal, OF No. 1, Fb -1250 psi. d. Studs 2x4 or 2x6 HF Stud Grade 13 Fb -725 psi for repetitve use. e. Glu- Lam Beams 20F (Fb -2000 psi) or24F (Fb -2400 psi) UBC -25 -10 f. See Plans for plywood. 6. STRUCTURAL STEEL All structural steel shall be ASTM A36; new, clean and free of rust. 7. STRUCTURAL FRAMING a. Fraing to be in compliance eith UBC 'Sec. 1702 b. Provide nailing in accordance ■ith JEC Scnedule 25 -:, c. Provide solid blocking at joist suo..b : :s and bearing partitions.eeze d. Privide bridging at mid -epan bf all suns over 8 feet. e. Use approved joist' hangers'wnere re utreo. f. Roof trusses; Sizes to be ve :flea, ce :ailed and faoricated by truss' manufacturer. Installation ano Bridging shall be per manafactures specifications sec instructions. 8. STUD WALLS a. b. Use 2x4 or 2x6 studs at 16" O.C. per uec :702. Double top plates shall have end join :s staggered not less than 4 feet. c. All sill plates on concrete founoat_;ns to be pressure treated. 9. ROOFING a. Apply roofing in accordance with uec c. 3203. b. Provide attic ventilation as ineleatae on roof framing Plans. Fot.,at'tfl2n wails enr /o ;It, a lase,,4.1:enu Shin de dakeVkvo •e) o.,csa<1e by ar ro1eI met -Ands 9frt.d m? el- 1'4. /s, Sec. /71,7 6/1) • crr' ,i1=. !!i,ti7fi.,' AP!'•(' 4 0V MAR 7 1988 BLAMING DIVISION 8. Tile for shower shall be 6' above fdnish fioor7'mitl4-tratar reistant backing.' 9. Egress is -every sleeping roots shall have a ,minimusi n.'t clear opening of 5.7 'sq. ft. The mirk. net clear opa;nanV height dimension,..shall be 24" min, net Cleat opehlhg_ width diteinsion of 20 ". Bottom of opt sing "to be hat ,(rare_ than 44" above floor. 10.Fireplace code compliance per UEC,Chspter 37, and heal ., building dept. 11.Hearth,extensions; Hearth shall extend at legit l6'•rrow thefront of, and at least 8 ", beyond each side.: of the. :.fire piece opening. Where the fireplace opening is.,6.sq, tt. or larger,, the hearth, extension 'shall extend''et Ieast 20' in front. of, and at least 11" beyond, each side of the of the fireplace opening. 12.Application and,instailation of insuiat'ion and vapor barriers. shall comply with the 1986 State of Washington Energy -Code. 13. Glazing in coseell4nce eith.Sec. 5406, UBC, 00C Standard No. 54 -2 and Washington State SafetyGlass Law,.Exceptions Exceptions areas outlined In Sec. 5406, UBC. ' 14. Glazing in loc2tions subject to human impegt such as glass, On doors;..' glazing within 12" on either sib( 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 reinforces, tempered or laminated safety glass or shatter resistant plastic. Sec. 5406 UBC 17. Glazing within"18 "of floor and greater than In least dimension shall comply with impact loads. See plans. Sec. 5406 and UBC Standard 54A. 18. All exterior wall glazing shall be,doubie glazed and comply with the 1986 Washington State Energy' Code. THIS OFFICE ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL`CHARAC:Ee- ISTICS OF THE SOIL, OR ODES THIS' OFFICE VERIFY THE AC.::;RACY OF THE ENGINEERING DATA SUPPLIED BY OTHERS. Crane_ Design;, has "taken every effort to ensure the' accuracy' of the attached drawings, however 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 coperignt 1aws. The Lholder of the drawings must pay a •fee for the•use of the material therin o be subject to legal action by Crane Design :nc_ The pu_chaserref,the` plans allowed to builc one structure per set of piens pufchased 'and ` will :be renui:eo to pay additional fees • if more than one house is constructed dr ma/ have a letter of • permission from Crane Design Inc. ENERGY NOTES PER 1966 .ASHtUG CN STATE ENERGY CODE Provide and - minimum :added insuletion,level of- R -38 Ceilings 'With electric :esistance Heat R -30 Ceilings with gas heat R -30 Vaulted ceilings R- I9 .'lalls R -19 Floors over unneated spaces_ R -8 At slab perimeter, installed horizontally 2'" under slab, when conc :e :e floors are within 12" of grade. All glazing shall oe dual glazing and sq. ft. of glazing shall not exceed 21: of gross floor area. All openings and joints in exterior .+ails shall be sealed, caulked or aeatherst:ioeed ez limit air leakage. An approved vapor barrier she -1''be properiy installer in rcof,.in enclosed rafter spaces, formed Where ceilings are applied directly to the underside of roof rafters, also in exterior wails. Install .4 mil visqueen ground _bver,`Iaoped'1' -0" at joints and extended up to foundation wall (required at all crawl spaces) HVAC equipment shall be sized no greeted than 125% of design load and a minimum rated output of 75%. Thermostats, controlling "heat suoply to •pore than one room shall have a night setback. Fireplaces shall be provided giro: a. Tightly fitting flue dampers. b. readily accesible manual or auto control•. Showers shall have a floe cont :oi device to limit flow to a max of 3 gpm per sho;oer heac. Water heaters are required to sleet ASHRAE 90A -80. At, Ideas, Designs, Arrangements, Drawings and Plans Set Forth On This Sheet Are The Original Work, Product Of, Owned By. And Are The Properly of Crane Design. and Use Of This Said Work Product Is Limited To A Specified Project Of The Purchaser, and For The Construction Of.One Building. Any Use, Reuse or Disclosure Of Said Flans :Reproductions. Ideas, Designs And/Or Arrangements Othor Than Crane Design Is Strictly Prohibited By I -:v Without The Written Permission of Crane Design. { • • • aa CC C -.- ro (Y) s CO rn �c• „w�N p CV co (7 CO . ^. co U to Y N U' e Plan No.