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HomeMy WebLinkAbout6916 Cedarbough Loop_BLD90292_2025 ARLINGTON SEWER SYSTEM Date...... ..............1...Y................................. Permit No...... .10.3....... GrantedTo ................................................................................................................................. Properly Owner ..... A o ............ Address ........... .......C".1 .............. ToConnect ............................................................................. ...Sewers Inspector's Report I z C— ....................x.......................................................................................... ................................................................................................................................................................ Approved ro v Issued By: .. ......................... :�\---.1.�- ..................I.............. TOWN OF ARLINGTON Permit No. q is It L I P Cr"'O N NOTICE and IInpectiun Report Date Called ��® Address 14 / 00 Time Called i Contractor By Owner ArRequested by TYPE OF INSPECTION REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove \� ❑ Foundation ❑ Drywall Nailing /i/�/Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other- �PPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED Corrections listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. ❑ Please contact inspector and arrange for appointment. ❑ Was not able to Rerform inspection. ❑ CALL 435:�71 5 OR REINSPECTION—24 hour notice required. Inspector _ Date was present during this inspection. Cily q i I?" �N(iT��N Permit Nt NOTICE and inspectiun Report Date Called .� Address 7> 46 G{ Time Called Contractor _� _62e By Owner e Requested by TYPE OF INSPECTION REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace F] Other PPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. ❑ Please contact inspctor and arrange for appointment. ❑ Was not able to perform inspection. o�l�l ❑ CALL 435-5";j FOR REINSPECTION—24 hour notice required. Inspector Date `' I was present during this inspection. Permit No �.+G— q JUV-.. NG"1,411IN Q NOTICE and ii,spectlun Report Date Called r O 7� Address 44 A14A.11, I.- Time Called r Contractor Lj By Owner Requested by TYPE OF INSPECTION REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED Corrections listed below MUST BE MADE before work can be approved. ❑ Work listed below has been inspected and approved. ❑ Please contact inspector and arrange for appointment. ❑ Was not able to perform inspection. cs i1 ❑ CALL 43557 &FOR REINSPECTION—24 hour notice required. Of Inspector Date /7 I was present during this inspection. Permit No. city (i A It L I P 4'94TO N NOTICE and Inspc,;ti`.t Report Date Called / G Address Time Called Contractor By Owner - Z451 Requested by ot TYPE OF INSPECTION REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other >__n1PPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. N_,f Work listed below has been inspected and approved. z Please contact inspector and arrange for appointment. ❑ Was not able to perform inspection. ❑ CALL 435.5&,85-FOR REINSPECTION—24 hour notice required. Inspector - Date "'Ir present during this inspection. Permit No. 10 NOTICE and Inspc�tion Report Qy�d�t Date Called �'—/ ., � Address �q 16 Time Called 3 �(® Contractor By ( Owner 1A pf? Requested by 7� * TYPE OF INSPECTION REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab Rough-In Plumbing ❑ Reinspection ❑ Shear Wall l❑' Furnace ❑ Other APPROVAL ❑ PARTIAL APPROVAL ❑ VIOL N ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. ❑ Plea Qntact inspector and arrange for appointment. ❑ Was not able to perform inspection. ❑ CALL 435-5785 FOR REINSPECTION—24 hour notice required. Inspector Date �:N"" VZ-410 I was present during this inspection. City n� ri1�1,1\G0141►IN Permit No. Cr_elq NOTICE and Inspectiol t , report Date Called/� Address Time Called - Contractor By Owner �(y . equested by TYPE OF INSPECTION REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other t PROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. ❑ Please contact inspector and arrange for appointment. ❑ Was not able to perform inspection. ❑ CALL 435-5785 FOR REINSPECTION—24 hour notice required. x Inspector _ _-- - Date I was present during this inspection. 11 DRAINAGE PERMIT It J91-2 DATE -2 1',1AHE aepknr-f2 ADDRESS) 6ceQ 0-4/q f TYPE OF BUILDING COMMERCIOL tip 'ROVED DENIED RESIDENTIAL APPROVED DENIED PARKING LOT APPROVED DENIED NOT APPLICABLE OTHER CON[elENTS CITY ENGINEER DATE f-"INE DL--,RIIlIEI,II' 0 1) NAME jr AFTIROVAL OPPIANO.L 1)1 SAPPROVAL S ITE I Nsp wl wwri-aim- sr."ll I 1\111,1-1-1s REQUIRED L.I.)CA'r i cm ,'X I EITI 1\113 UK' NUT REM. LJ ADD. RE.I.111.1 I I'll:1) Ole, TO ISSUE- Ole., TO ()t;(,;Upy 1A HULD S I ri NA r Ur; DATE A%.l.Vu1V1 rvV. NLC CITY OF ARLINGTON WATT & SEWER DEPARTMENT APPLIC. ;ON Application is hereby made by the undersigned property owner for all water and sewer service required or used for any purpose at 6916 Cedarbough Loop in or near Arlington, Washington, for which I agree to pay in advance Lot C-49 Woodlands Sector I and in accordance with existing ordinances and regulations of the City, the following estimated charges, the exact chargers will be determined and payable immediately upon completion of the installation: 3 S —r ' O Engineering Fees. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S I Water Main Extension. . . . . . . . .. . . . . . . . . . . . . . . . • - - - - - . . . . . . . . . . . . . . L Fire Hydrant Installation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S 15 } 3 r73 Street Repairs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S 14 44 Top-In Charge. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 500°00 m 3 Equalization Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 d Water Service Connection Charge (Metering Charge) . . . . . . . . . . . . . . . . . . . . . . . . . . 290°00 N O� N Sewer Main Extension. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S +W •r4 Sewer Main Reimbursement. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s aU a 15°00 � Side Sewer Permit(s). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 rr _Sewer Service Connection Charge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 500°00 Total. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s 1305.00 I further agree that all rates and charges for water and sewer service to the above property shall be paid in accordance with existing ordinances and regulations of the City, or any such ordinances and regulations passed hereafter. I hereby authorize the following tenant, Woodhaven Homes to have all accounts for water P.O. Box 1032, Lynnwood, WA 9 046 kept in his name under Account No. with the understanding that water bills mailed to said tenant shall not relieve the property from liability for water charges incurred. I understand that the City will use all reasonable effort to maintain uninterrupted service, but reserves the right to shut off the water at any time without notice for repairs, extensions, non-payment of rates or any other reason and assumes no liability for any damage as a result r.f interruption of service from any cause whatsoever. 0 0 a 4 V &O OWNER &T DATE ADDRESS ts C I T Y O F A R L I N 6 T O N APPLICATION FOR PERMIT TO INSTALL SIDE SUPER uMl E: Fetaruary 20 _ 90 applies for a p rein: to in_t. ll sid= sewe - or, the D: h-e City a1 Ariing`o5. _11-Dt.tl@3sri Lour,'Cy, Washington,described as follow : Lot C-49 Woodlands Sector I The street adder^ess of thii propet=ty is 6916 edarbDugb-LoaV The owner of the presises is WQ9dbv�A_rIcne- — Owner' s Railing address P.O. 33ox 1032 Lynawood. W� ^_ The disensions and lc,cation of any buildings an the property, and tY,e whole course of the side Sewer from the public sewer to its convection with the building or pvcperty to be served is shown an the attached side sewer plat map. I'lle side sewer ctntractrir who will install anri coniie:t the side sewer i Address of side sewer contractav— Slynature of applicaipf Action of Sewer Supevir,tendent - Applic:ation denies! . 19 . for the follo►+ino reasons: ,Application Apprti e] � - / ' 19 P ith the following codifications and changes Sinnatut a uF Sewer SuperiDtendehi The Sewer Super intetident may require t.t+e peraittee to furnish him pla►z- pertaining to the application and issuance of the permit. Reference is made to 0r•dinanev Edo. 38; of the City of Arlingtor► for, rules and regulations yoverr,ioq side sewer's and connections with the public sewer. A �� Q-P - ., w caod�yl'J fnJ �(o r,rFs S`yd- 3s6i` \\ �oe 'S= o � 317 1 ; i I i"n l/ ID .018 S jco i N 1 L 44 N i - 79,7 7 �L, 317 RL 3�� a'7O. tad ic32-- S'yl - 3S61� y On NX COA,IL 00 - 3/7 I elBSo r' �b i J u Z � D 79,7 7 t3aK ' l03L 15 e ro �7 O ZO fib. 317 : 3/ STRUCTURAL DESIGN ASSOCIATE �'� +� ufl SUBJECT: v �►+Avg-u"- - r•� . 5630 198th St. SW P.O. Box 6so6 -�� '�i'' SHT; OF LYNNWOOD, WASHINGTON 98036 BY: X/LF- DATE: z-_90 CHKD: JOB NO: '10-690 DiS IGH. c1 '.i-rkfz;-= A, !LPG S: I '. S D It �.ul — Lt ._E_'= N_ t � — �I� F FU?_1� M era _ �. -- I ' I I ri I St6N_HDtZ ,s�v_C1 _':�Fl !?t3�lc't:5_ ,,,_ ,.._. I M f:I.OXICL F I 1 1 I I .Elul�C�0v1!i_L�74 P._l(_tFI.. _ _ I ` -- -• --�-iq 33�':. ' V ANpF I---— I _1. i '°'RI -'4y - z (z _ 1-7• z Al pES1GNgS F2�.J J_ _. ._._!.__' uF�� � ' ,�• ! -- •— i I As QOCi� 5 I-x'_1_ - o.�3+1�C� I3 ' U _ _ � .I 133, 7b N 1 At Za _ 'PDT AE 01ST OX �- - ONAL• I- I--i- i- I 07-1990 15: 56:07 * SIMPLE BEAM DESIGN------------------------ >E� SOFTWARE DESIGN BY KASE VANDEN ENDE, P. E. STRUCTURAL DESIGN ASSOCIATES, INC. , LYNNWOOD, WA 98036 � OB NO. °: DESCRIPTION: ? 90-96C) WOODHAVEN HOMES ------------- _ ______ EAI•I r LOCAT I ON: ? 14DR OVER GARAGE AND UNDER FRNT WALL OF SDRM ABOVE ODULUS OF ELASTICITY (*ICIE076) ? 1 . 4 ENG"T H OF BEAN (FT) ? 19.=3 --------------------------- ------------ N I FORK LOAD 0"'LF) ? .05 UMBER OF CONCENTRATED LOADS ^r 2 -DISTANCE FROM LEFT SUPPORT (FT) ,LOAD (KIPS) ? 3. 6666, .32 -DISTANCE FROM LEFT SUPPORT (FT) ,LOAD (KIPS) ? 15. 6�66, . 32 lUtIPE=R OF PATCHLOADS? 1 -D I STAI JCE FROH LEFT SUPPORT (FT) ,LOAD (1:LF) ? 3. 6666, . 21 LENGTH OF PATCHLOAD (F•T) ,LOAD A-f RIGHT (1:LF) ? 12, . 21 )ESIRED DEFLECTION FACTOR (L/--) ? 240 :EQUIRED MOMENT OF INERTIA IS 589 IN4 :.IJ I ER DESIRED ' I ' ( IN4) ? 71 1.92 -------------------- ----------------- _EFT REACTION IS 2. 1 ,1:I PS SIGHT REACTION IS 2. 1 KIPS SHEAR MOMENT DEFLECTION y X=. 1 L 1 . 966'38 3. 894344 .2490933 X=. 2 L 1 . 549688 7. 538056 . 4730602 X=. L . 9490783 9. 970262 . 649U422 X=• 4 L . 6'003884 11. 44286 .7609278 X=. 5 L -2. 616495E-04 1 11 .90601 .7992728 X=. 6 L -. 6009116 11 . 44346 .7609358 y X=. 7 L -. 9495616 9. 970658 . 6490563 d X=. 8 L -1 .550212 7. 539055 .4730767 a X=. 9 L -1 . 966862 3. 895356 . 2491048 IORE DESIGN WANTED? .<Y/N•>? N 13 0 • 3-7-7 4Hi o i�y L0, 1 z r ]� 3 _ =S 70" ru o W old C rn 3L Q��t O r m N Cn L', T < X r N n<K 0 m r 10 a J In cA r o a n X ✓ LESS m N w n n R O N D z a CD o $2 r m n ►- 0 1 W ��♦ N C G� � E �i R n n T ...• J R O J O m ► r 7�_ n o uoovcNn o ?, cco ? � 7 ti W :� Ail CA nu a n m cn �� d ru N C C T O V Ln °- � Ni Ni \ O CI 1 x x a 4' q LR1} s a N rn =' 0 3 InN O R ) g X IV a s z � o o .ti•� ►- w QI .••� J O R X C 'n m m o. m = 1 ,. N N z i r* a I QI // 1 c y y D y m m N N ro o H m z 0 0 � a 4-! m 'n a r r 1 � T 3-2-0 Z 1\n M ' ° 6 1 1 I 1 I 1 ,�, W �D N mco W W W W W a 1 NJ Tr tn .. �F 1 cnN N .- o W x rrr zA N N rn 6 A. V. N W W W W m� ► a +. �tn+i6 i9:= S rn .ly o rn N 7 UI i M m ;_ r � m c �. A. P CZ E r T i y� -s5i 6 CD m + C� OW a AN. ��__ O I I I I Z N V UI W OI N RI N y V m N Qf V co a 10 Q1 W W V t0 cn 46 - a G ; C #%= = HC� V fp Q 0~ N t K I Z = � g ! I i i C , 5-4-1 aNs: 1 41-f i Z C � N X T m "19 5 m \ a ��� �$ C&I $ 7 T � �� p N o I t 2x3 Wo r o F R a 1T L 33 > N i O cm XR a t NN r OVLA � � �� o �V a c c M co N I I H4 8 0 m b 1 ro m 4X 4 g 1 o G lu $4 ro AN ® �r � SR Mp a d �O 2Y3 gyp. � by h � �� ,r _ •�oCif ~ V - =g IRE X �- � 2-5-4 N p MI ID HJR�C�, LiN = a � Q h N v ir 9 j PE 0, 1 N ���� 0 5-2-1 V e y f 0 1 C ^� z j?sRl RNA tAW s_1 r � � jic T��N � fit'" Q N , CX b n to ^^^^ D' ytHa F � 2x31R�> p ttioo.tP ncu Ss Y $ cn m r+ -TI $ c a to � v N S ig K +► Q --4 j i ss wl g x m U5 - o N �> N i = xm N ✓ � v mmg� fa Y � $ M O T) g ^ �� 1 to � p3cT m H a sa f �T� z N co rql� g 2 EP 5 ?H �1 $ �-!,at MS p s n g a;Cl Li � o N g _ �� • , �,,` t `14:�t•.i.!'gr 1~M�,,,, �S.` i •.1 _•i •'•� i �'��t.l r.7•a �R���� 441 aY r♦ �'� y r i � y� a Rip pa Ilk '• t� � r it ,40 F fd i �1 � 1 .rL. x �;t�S 1� K1t ,�:•:.;��I,fn" _•� •.�t�� 1 `;; YI . . -. .-l��rt,Y.••�r�►c��hy "' 'y�i' r. •� y'` .:'.�`^.��.!y,.'.: f r�c�'�=� :. r • j.. f.t�:l�,rt• � I�tiy f. 'l'l. • ♦ +y �.•*�•' Y -.,, !. � -rr �� .. i �-' ������p.1•' t � t�'1♦+t`s•�-�` 'I�:.��'3tQ�ls�1F1�ga"�'�ti �„�� �+ ti�t •+,,1 7 t'._ : _-�Sy'. � ��. a f•Sl�!�.¢ .�..'�'�:ti,� �����r '�ST�' x����+�!�,.�{ 411 �; ..,�`. •�ri ��f . i'ry'•ZPi.r'� N+° :'�,K •�� 'mob . 1 �t�. �t :.t.' tl t.• t �� �ykaf•` K�k�Gy!s��.'r+y�; x!l��.n'! tj^r�: r J' :isr� S ! r� Via' •w•,M1 ••IN'�•`• �lr.M�j�v�4`,��! �� •"` +►L:'r+.• ►" ,. '•4•, � '� .+�lls '�! JI I/Fs, 11, 11 LEN Y XAMEIIBEPI C H D P D S '� J/ MAXIMUM 11 E B S COHC LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN i1IIEPIA MEMBR FORCE NOR DISP £LOPE/12 LOAD UNBRAC. MEMBP FORCE JT LOS 1 HL01 GNA20 S.Ox 7.0 0.25 FR=TO (LBSI FT-IN-SX DEPTH IN IPLFI LENGTH FR-TO ILBSI 1- 3 ex l NO.1 HEM-FIR TOP CH. LL- 2S PSF 2 IN02 GNa20 3.OX .7 r 1 129 3- 5 2X x NO.1 HEM-FIR OL• 7 PSF l IN02 NA20 3 PX11 GNp2 O0 3. x 4 S.Ox 4.7 2.00 1- 2 3387C 6- 0-13 5.000 64.0 2.1 2- 111071 128 5- 7 2% T NO.2 HEM-FIR GOT CH. LL- 0 PSF 2- 3 2339C 4-1 1- 3 6.000 64.0 2.9 2- 7 969C 7- 1 2X T NO.2 IIEM-FIR DL• 10 PSF 5 HLO� ONA20 S.Oz 7.0 0.25� 3- 4 2339C 4-II- 3 -5.000 64.0 2.9 3- 7 1492T '• TOTAL LOAD- 42 PSF 6 INII GNA20 2.Ox 2.3 1- S 3387C 6- 0-13 -S.COD 64.0 2.1 4- 7 90C ALL WEBS 2V T STUO.STO HEM-FIR 7 CL13 GNA20 6.Ox 9.4 S- 6 3194T 6- 0-13 -2.900 20.0 10.0 TI- 6 107T SPACING- 24 IN. C/C R INII ONA20 2.OX 2.3 6- 7 319/T 4-11- 3 -2.600 20.0 10.0 THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL 7i, 8 3191T 4-11- 3 2.600 20.0 10.0, LOADS AS OEIERMINED BY OTHERS AND SHOWN ON INPUT DEFL. L/240 DESIGN SPECS. ACCORDING TO UNIFORM 8- 1 319/T 6- 0-la e.600 20.0 I0.0 INPUT LISTING. VERIFICATION OF LOADING. BUILDING COOE.1985 DEFLECTIONCT LIMITATIONS. TERA a ACIHODS. INCREASEI NA CENT) FABDICATION INSPECTION TO BE PROVIDED MAX. PURLIN SPACE- 2.1 FT. MAX. UNBRpCED BOi.CH. TEN.• 10.0 FT. WIND BRq[ING DR OTHER LATERgI BRACING THnT LUMBER• 16 NAIL• IS IAW SELIION 25.17391AI LIBC STANDARD 25-17 IS ALWAYS REQUIRED. IS THE RESPONSIBILITY TCH LS- 16 BCH LS- 0 CONNECTOR PLATES IN ACCORDANCE WITH ICBO NOTEI LATERAL BRACES AND PUPLINS INDICATED FOR TRUSS MEMSEPS OF THE PROJECT ARCHITECT Or, ENGINEER. REPOPT& 109 AND/OP. 1695 ARE REOUIRED,TO REDUCE BUCKLING LENGTH OF MEMBER. AND SHOULD NAIL VALUESIPSII.NET 8E NAILED TO TRUSS MEMBERS WITH MINIMUM OF 2-100 NAILS. CHORDS WEBS ALLOW FOR HORIZONTAL DISPLACEMENT PkOVIS10NS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS MAX MIN MAX MIN AT 011E OF THE SUPPORTS - TO-RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. ONA20 142 135 142 1 3 S REFER TO GANG-NAIL TECHNICAL ,Q� PRQ/ LEFT OVERHANG - 2- 0- 0 PRODUCTS APPLICATION. FOAMING F t \. C�116T1 F� t10 1NEF�J,J` RIGHT OVEPHANG- 2- 0- 0 of w OANC-MAIL -RTC- RECOMMENDED I>~ 4634 FOR LATERAL RESTRAINT OF 1 p 6ON-1ETIRING PARTITION WALL$. - ORE GM $AND-NA109166• RECOMMENDED FOR • 'A~'! TV 6 � r Pp`NF'�� CONNECTION OF TRUSS REARING. K A I MALLS. l•+r...•-�I91 1 f II- 0- 0 It- 0- 0 u E . le $F - \ l S -13 lee 2.6 2.S, \ �L LJ l"1 12 GI rl,S BRG JT REACT IN-SX 1 1052. a- a E u s lose 3- B SPANS UP TO1 IS] 11- 0- 0 $1- 0- 0 2- o- o ee- o- o ��2- o- a . - IMndllrig Al tZroawon Mfoallcnocw fwF1►Iw�tlTrn �r�olFT�IMoFTwatlon Connector MTIIFIIiworo Lumber Qan M.11 i•Tern 1"0. C-'Y.III +G M CO✓W.•1 h..-1 w 1.r — M.P.•! 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PLAIM rII/d MR WItl YO 1. ,I..r.M W[NHO f•r..CO--'O•wrA O-1•wrl TrClr•.m[a COM r..C1•..r+.D..a1••0.y C1Vwl ftll.w •1...\r 1w•t-•MO n N•1.•Y rl•l c_.0 wo-r D•II [.-I.YlMlwl l.MD 10-Trl Wr-rO..Nl.r.-P.- w.FO+-rI.��-•len ntiClw r�ON r1...0 T.r COrrPwvr \�r04-..Y.rlrrl MT110M'-.ro.ww..'A.10.I•A C+.-wrT.l y1y1w IIL.- W�wrOlrlw.lwr 1p Jrwp.-o.•..t N[lO N•0•Y MdbCwrM.\RryO.pv100...Ol Mfl\OCN w/aP-.C'OA-l0U-1. Iw.n1µ1 d \•T1W r-[w0 YO NnwA rN.wrrrwn�owl r....ya .DesIan Crieerin � I j In I NP.NO 011•w....d14.w1•lrK-rOC-110 M-. r'�LI w�l1P..\ w\•[-.0 Im M wrlwrl I4r1\OT'I.Ip� r-wlgw-no Rn r-. lo•1wt.M- ...11r..�. Y,w. ro .���.... �:�� rb�r1•.�.w.. ....,�... .,,c,w..0.w�.... ,�Do. r.,.�..._. J�w�t r....OTN� l.•�,w�.wo u,r� Cool W E-2 9 7 5 ww-IYpyr..Nr10.1NI•Ywt•141.rlwllwOYMwr/I..O trw..H •.►--d n�wly.pw.0w..1Y1•wpYpp•r• •.l.rl•d/..CO.walrl OlrCry/11 •irrwriM.- w- R.q-w •ll 1[•o IrNnW f4/dYf.Mrw1N U111 -wl r.•lp.d ewro0m •..t.w r.r..«.-roc.a.r..l o..r-.- MlwA.1o11llwrr wwr l•OC•Ire l•••I l•Il lr wl N•.r d 1p•1r C , row rxnn••.rl l�o• .-o lw IMPORTANT: RRAD ALL NOTES ON Tell$ DRAWINGI A TVPE ti U LEN V X IMEMBERI C N 0 R 0 0 MAXIMUM U E 0 S CONC LOnD CHORDS SIZE LUMBER DESIFlrPION DESIGN CRIIEVIn "E"BR FORCE NOR DISP SLOPE/12 LOAD UNORAC. MEIIBR FORCE JT LOS 1 "LOT ON020 9.BX 6.2 FR-10 ILBSI FT-IN-SX DEPTH IN IPLFI LENGTH FR-10 I1.661 1- 3 29 4 NO.2 llEll-FIR TOP CH. LI• :S F'SF 2 IN11 GIIA20 2.DX-Z.3 I Q9 3- S 2X N N0.2 1ILM-FIR UI• Z PSF 3 PK12 GNA20 e.OX e.7 1- It IB33C 6- e- 3 6.000 6e.0 2.9 2- 7 35SC L 12B 6- I 2X a NO.E I+EPI-Fill DOI Col. Ll• 0 PSF INII CHA20 2.OX 2.3 2- 0 1610E 6- 7-I3 6.000 6e.0 9.2 0- 7 6SN1 OL• 10 PSF 6 N1.01 ONA20 3.OX 6.2 3- • 1610C 6- 7-I0 -9.000 6e.0 3.2 0- 6 LSAT All UI9; 2X 9111U.SID NI 11 ( IP TOTAL LI111I1• �: PSf 6 IN32 GNA20 3.OX 3.9 e- 6 IB33C 6- e- 9 -6.000 61.0 2.1 4- 6 166E 7 INGE 014A20 3.OX 3.9 6- 6 16921 B- 2-13 9.900 20.0 10.0 1111E TRUSS IS OESIGIIED TO SUP"01" VIPIIfhl SPACING- P/ 111. C/C 6- 7 1163T 7- 6- 6 e.900 20.0 10.0 LOADS nS DEIERMINEO 0v OTHERS nlnl S�10114 AN SPLICES 7- 1 16921 0- 8-12 0.000 20.0 10.e 6- 7 61110 GNA20 3.0X e.7 INPUT LISPING. VERIFICATION OF I ICI IJI1+1;. INPUT OEIL. I r7:0 IIEflLC11UN llnllAllONS.UNS. fRAMING I'I luul)5. fW. PURLIN SPACE- 2.9 FT. . MAX. UNBRACED ROT.CH. LEN.- 10.0 FT. VINO IIBACING MR 0111ER LATERAL PI 1.1 INP 111111 111ERF AS E 5111 a I r411 DESIGN SPECS. AC[OP.DING 10 UNIFORM IS 7HE PR. REOVIRFD. IS "" RESIL'N:,IOILIIV WIDER- IF lull 15 BUILDING CBDE.1925 NOTFI LATERAL BRACES AND PURLINS 11401CATEO FOR TRUSS HEIIBEPS OF T11C PROJECT ARIIIIIECP OR ENDINIIP• IC" LS- IS rc1 IS- FABRICATION INSFECTION ILI BE PROVIDED ARE REQUIRED TO REDUCE BUCKLING LENOTII Or MEMBER. 9111D SHOULD IAU SECT104 2S.1739101 UPC STANDARD 2S-17 BE NAILED TO TRUSS "EMBERS WIN MINI"U" OF 2-100 NAILS. NAIL VnIUF "11,MEI CONNECTOR ►L41ES IN A(C(;RDANCE UIIH ICBO PROVISIONS MUST BE MADE AT ENDS OR SPECIFIED INTERVALS 0101;', uEDS REPORTS 1929 "D/OR 1695 TO RESTRAIN OR ANCHOR LATERAL BRACING. BY OTHERS. MAX 11111 1'uX IIP: Itm To oeNo-I+AIL ItCHNICAl •r ,..•• ( `p tstu fP'I/ill GNazO IN7 1 ' 1N2 I° . euLlll lr 9164 FOR FIIwn1N0 I• '1 �. c11iW f ♦~!J .!9_. l LET Ovl IM1�u•, 2- 0 PROOUCIS APPLICATION- w l ,j: RIGHT Uri F1�"•t w � o WHG-mall •BIC• BECOnAINDEO 46 Alt6K RESTRAINI or ; - A 2 \ ABRING ►jo&JITION WaLI.S. OR[1 WNG-IMIL•01A6' R[Conn[Np(0 FOB ,/ . /I♦ 6 �� PU��c v com�mEc110N of 1BIu6 BEARING �- e.+Llt. ! 111- 0- 1 -��- --- 12- e- 0 -- - : U' I 1 u \ u • :1 12 ��� IP_ S 13 ra -I11-- -- --- ---- `� GROSS ORD IT RKOCT IN-BX p U Ll L1 i 11 B6 . SPANS UP Tot CAMBER- -I/B9- 1 �, 2- 1- •^ '2- e- o IBwN11F.y fleelefl�w NI&c0IIaoT.ola lwfelrweintlen Blrecing IeefKwwifen C«Fnoelor Hardware LeFn►.r - -- o.wLF 1 s,.6...a,La f.-I,Ir�.tace--vw..-r..-.o.rnr,,.e -.f-.wT:►.iT� .>�.iw w..o- TER-i74r3VV=- .1..-tea _ratio ir`o. eorc.olw.r•w.�.nr�� 1 w.-Y�.-wcv r��•4ra wX• nr.R....ro.9r w M.-Al.o-.caer..f(.�r.+. N'.•w K rp r IIRI .9 w evrA.bl a 0 A.-1 ar Uwe MM w-f..r .a•..a. ...r..wr .,. •, • a....�.tir r e.er.t rrr�..►-• •-.•o-N.f•V..N.r rwfl.►v..t�►�.lerl. YW.••O+sl..wrP..14.Y MnY►.Ufri.IM err.�..r-b• ..VI....v.w K• �Y..••n .-O.. • •...0•.■ �.t-F O.y-.-O.YW.M'O.•.•.r..ea Mft-- .rS�OADM4�0.0.•r/-.�/-/v V-+d.•O O..M1 w•.e 1.► •Fria-�.Dw •VIA fir1 w wnM11WAXOIM r✓.f.0-a.r�//O.MI _ -tl-v•.�1-��-I.r.w•N.1-1• w O M ry�r•.fw. .Pr-nr.....1.YXMKI.0-.o.K...n•T./M OO....I•. w-C.•..Co►o�..M4 w-•r�•Vr1•MM..Y M.aRlM MKT.Y.f1R/.Oy+rll..n. Fwt<sD M.w rO nV.roo.N r.� __ -, .•1-+....Or Mr.N.•..-w-f.M.flW1•►..w fM.C•Vr 4.0..•..fwN+•Y.yM-b�a.t .V.w a...I.-nr Y.1 M.•-fw •..w....w.w<.r. M1F _ _ - �O•y-fc r... w....�lwcar+•f114 ee.-.r.cw�•-o.a.�e-.•+R•er..rrwr w..1...1......�.. ...r.-.a w.. a.•-v•tiwr -" -._ _ cw.-r•w.w•co ro.t•ra o�..e..lr.....o•.- wmw.-YI•r cn..a.n■....c•I.rwroruwr wnfsvrw ♦--o-C.-.r.r,•�.-. w.w ro•..wno•vr•awnNlr O�B1�n Cr11M 1� ��� ""'r' rt11 1.1' 'R••'1 . w•--a•OY•X r.rw.�r...r-o-�.w.cu ray�. -•rauo-ur•war•w.ww.AwrM�•aws-Xra�.r l>w••ra� .rl•....• Y ..•.w r...-r -r ►w••v wlr.l..aY 11a+11•.....0 _-_�.� �� ---- -.. o..-r v.w....w.cr rr..•-.c..c.c.•-. b-•. 7+.Vf1�1,R[l1� u•c�..t.w .-...•n rtr ..- o..--., wwN aw.vr -vr/•C+n�n..w. '. .-.. .o '•r ... /Yr- 1-+ K.•.r.•w..4-C Ir-f•wa rr 00••-A ro.[O.•. ryr\K+�. uw�lb/rt N.IN rK•-1 Y-•..�K.•••b.•'� m•-K•u..r.o r.ri..Of.w M M /•-•[.M1•f ..1 IO+A.W aN�..� •.-r.w.�e.-1 r\r COA b�.•p•--..n.ro-,NrV+C..•Or+-w Fi r-/rr.-.-r �..-ymrM�V-.MYbVMWr�-Ib MM-rY MY.-O.r�F wM.•�ls.n.•..I V..nI .wM..,C-. .-a -MIrM lf. K10 r, --.-....--_.._-_.�....-�.-� IuwWN-Y'O-I..ra Y�.l-r.M.• , wY�Oy.�•r.y L- )T i;PF N LEN Y ); IMF49E9) < It C 9 ❑ 5 M9XIHUH M E 9 9 CHC903 SIZE !.UMBER DE1;CR!PTION DEV ON CMITE9111 MF499 FC91:F 4C4 OIS!' 5! F,12 1.0110 UN99W% MEM99 FC9': 1 41.04 ,1;g2C 5.C): 9.4 C.25 19.•iO IL95) °i-It:- )' CE.PiN !N IP'.FI '.ENG H FR-7a 4!.95) 1- 4 2): 4 .4311 1650E-1.5E H.F. TOP CH. LLr 25 PSF 2 !N11 Glig20 2.0): 2.3 4- 7 2); 4 MSR 1CSCF-1.5E H.F. DLr 7 PSF 3 !NO2 GNg2C 3.C): 4.7 2.DC4 3- 9i 1- 2 4615C 5- 4- 5 5.000 64.0 2.4 2-1C 437C 7- 9 2): 4 MSR 185CF-1.SE N.F. 9�1 CH. !Lr D PSF f 4 P 11 GN.92C S.C): 5. 2.CC 2- 3 4C82] 4- 3-14 S.CCC 84.C 2.; 3-1C 374 i 9- 1 2K 4 959 16SCD-1 SE H.F. V.r 10 PSF 5 !NC2 3FA20 3.C;: 4.7 2.75 t S- 9) 3- 4 279C- 4• 0-1 4 S.CCC 04.C 3.9 3• 9 8217 7CTRL LORD• 42 PSF i B INl I ON-92C 2.C): 2.3 4- 5 2970.! 4- 8-14 -6.OCO B4.C 3.4 4- A 1950; 9r!NFC9CIN3 MEM"93 7 HA 1Xq70 8.C).Ito.0 k NoiFp 5- 0 428CC 4- 3-1 4 -5.CCC 84.C 2.0, 5- 9 832C 8- 7 2>: 4 M99 165CF-1.SE 4.F. SPRCINGr 24 IN. Ci C 7 !1!_5; GNN.::. 3.C;: C.2 ?C. %i 1 7- 61 8•• 4729C 4- 4 5 --S.CCC G4.C 2.4 S. 6 534 i 'I 4!-5; GN12C 3.:): G.2 28.CC( 7- 6) 7- 8 44ie 7 G- 8- 4 -2.dCC 2::.C 10.C 8-- B 442C AE95 2): 4 STUD..jTD HEM-FIR INPUT OFFL. !./24C 9 !N:2 5Ng2Z; 3.C% 3.9 8-- 9 3C4Ci 0• 5-12 -2.5CC 2C.0 IC.C 2-10 3••1C 3-- 9 5- 9 5-• 8 0- 8 9 C!_;3 Gt:R2C: S. 9.4 9-10 3444i 0-- 5 12 2.SC: 2C.0 10.0 INCRER3E3(PER CENT) IC !NS2 GNg2C 3.C): 3.9 2.CC( 2-1C) IC- 1 4237: 7-- G- 4 2.:iCG 2C.C iC.C ME89 2% 4 959 195CF-1.5F H.F. !.UMSE9w 15 NR!L r 15 4- B 1•"4 '-S- 15 BC4 L S. 0 g,",^„7'gC'.h3 iC UI:!FC9'1 99;:. PJR'.!1; SD9'.E•• 2.4 Fi. 49):. J1199A^,FC BC:."!i. IFN.- 10.0 Fi: NR!L T'R!.JES4P3!).hET Pg99:1.q !CI. !NS'ECTTCN TC 95 P9CI.LFO 11C F: 'giF99!- 8',9".F3 IN PJR'.!h3 !N01')ATEC FC9 TRUSS MFM9F95 C4C903 AE93 :q8 3F ?CR 23.17?9;-1) J9' SigNDg9C 25-1'1 q9F 9�.J!9�0 iC 9`_CJ,F 9J^K' !hG I.ENG;!t C= MFM9E9. FIND 5!ICJ!.0 w� •♦ MAX MIN MFIY. 4!N CCNNE". C9 P'FI;F� :N R 7C9CgN"E A! H '093 9F :C :9JS: 4F49F9S AI7N 41ti!MUM DF 2-1C7 N.-I!1-5. •R 120 142 ;35 142 135 9SPC9:3 1'29 AK-,C9 109:i 19CI!S!ChS MUS, 9F Mg7F qi ENE'',; !h7E91R'.S C 9`.J;9glN C9 R);C!iC9 I-FIiE9q'. 9M9 iN P': C.!iE95. FILLOit F09 !1C91Z❑t,q!_ 0:5P:gCE4EN7 i y I .9 CNE Cl4E 3JP105 5 REFER TO GANG-NAIL TECHNICAL ) I /../ 7 OULlE11N r164 FOR FRAMING , •� PRODUCTS APPLICATION. I•(0 , OANO-MAIL 'OTC' RECOMMENDED i FOR LATERAL RESTRAINT OF rY'1d• '` �(w^ NON-BEARING PARTITION MALLS. GANG-NAIL'BTA6' RECOMMENDED FOR CONNECTION OF TRUSS TO BEARING MALLS. 14 0- 0 19- 0- 0 II YJ El 12 \ % 12 r 1 5 r S- 4- 1 ME V44 G91 99^ -F- 2..; 1 D m 2.5 I JT 9FR^' IN-S): 12 J2 1 1134 3 8 21 7 1134 3- 8 '0D.'5TD ti;:m- HEE: -'� 4,"8 i 14•- 0- 0 tt 19- 0- ❑ PIK. RIGHT C1'E9 .HE HALL HF:GH7- B- 9 P 'TI 27- 0- 0 I � Ri11fTTiIIpfy111 N M O► Ofl ROLumber ir OAnO•MAII lyNArns,Inc. iC�111Iff AAA0 •.O d COM.Orlrlf N•w w01 w Yww 110 1 1.Hlt.ue•M wrMwl q.NY[r.4 1N r•IOr1.l•d O..y wr to a.11V1 fr.twD tlt✓40 4 IM O•wO w•Il MS/ q.rylY•.IO A%.. 1.r ...o. M.._..0 I.ow&..1 11 w l.0 ••D M1•ql rD p CMND w••.O11 M w..RI M WO 1M "I _wd.IDWa w11_,Aar"MO OCcoml� nriv,AA WM/•CII/lO lur•111 MAf p:.Wp Yfl lM.p.YI1tiq.Mf•Oww..rwMl•AI MIA Aw•1•.r,0/d1YYR.Ae.o•V•MUff•••aaYpo,wO Uw•wrr,Oti=IOfnadl.Igr.d lM 1/IM D.fC wow.w dlwu..O1M•r. ••qf l.liRVafO wllcvo4..0 wrN nl A. /IIOr •w •vwOvlD r•iw.1oN 01.4af Mp.O.O{W 10w.M•O/O 1N Cor DM1CaDYOM-D IM Irn._AmM-M.--I-To W-5 •\O r•.4f M1710an00 YItOM '�A ur,A wR.11�OII Rill wfZI =-uq WR Ipywl Wlw•/IIa VI dIKw.G..N l.fnwwGf W C-,.11 M lrflp I-00.�0.4M Iw•aiM WC.4D a/IMI p I..w.0,1N CO•rlm IgIVa♦V.GO•aOw)Mllfb•I. f•tlO co/M ll�l 111 N ItTN nuf w 0.1N 01I/•NO•r wp lMr f•.hal0.p pr.Ilwlww Dlf•ut Mw•..a40 RMI[rl/11 11w10Mp OMOwr.w010al.a AOMNn1a T - IOI.rCOrO..lwl 011•w Vl wIC1W..COp COIra..wClf•wrO.V f./O.•IIVrCl4•.0/•Mar t.M1 CIO"I'14rw•f.M.If.w40lOwa.I. flares rllf w OF"A mm Sam Aft TI.•Ir TIC Oa•Ol I"CMN0 C.•11M11w1•••CIMD IO-'AAL CO...'Oa/,.I.1.rl0.Iw pf.pwl•0/IN CO.I.aIrl flplCT/N prOY vl•w.1..l Ctww04wl �1Ya•Yflu 6h H.l••wO 11.. rid,•on I.D- Oury w•+wclowlflwe..I for a►.•tl w•O".•.•MtIO N.O Al, II.4 p14wµn.••IM1rID.fA.f 00tfrpt WlllOCV OIrMo*OCpO•f00.1 •'V M0.1A.01.•ll••A,* I m10 TIM1'M1Ifp1101i•AOff wTA( CI••A11A INrN10 MOT I .o1lfwYow..o ol..w....ft-Asf4r.w11 woc•.90 r1M•f wn•.wl OF a•n�.. rl•nrn ..e ffm ror Ds.nlawo,vlrina.ra pOOIOn CrllOrlO PR 8.1 O..f.w.r lrfllva K IIf K•Nf rp t_IATA.w,KC1.11 .twfM ,.4 b1. Iw f 4Powo•wDw4f0 OVIO w.Il fr111N.K M1...wOVM.O •O0•T-1 -w0 M TO OVIw4a MAT1 LO fr•�Flmr I f TA wa Iw pllOw •r1D }III r• W�FI{�a rD VII.Iwa.a.nrlMl.4ryrl•IA1.r.D,w,Y....MMI.wO oa•l..11wrclu.Kpl-0wdl..ywl YlM•r0•I 1.VM1.10•D.I.Iwpl•yN01+ nM„cl,ar■rOwlwD..pDw Mp IM1IIrCXR..af1.D.,,.,..�0/Ipl r1wV1 VlCJMD ul1wM4 uac I01... =�114 r T`I.I q.M COrYa4wlf 1.4 CNIOM•W11.4.Mw Ow IwH O•.wIMO awll.ml CO•raR111IlICIIr IIrIr110w1 awl 11.0- w1 ICM 11 WTY{COMOaWIr IrIwIM V I) frwMP1•lrpw111w 010G 1►1101.0/ l•11/T Mvr1M or.IDI A- row n•n oD.rll.wul .lo rn IMPORTANT: READ ALL NOTES ON THIS DRAWINO1 JT IYFE N LEN Y X IMEMEERI• C H 0 P D S MAXIMUM W E B S CDI+C LOAD CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA ' MEM?P FORCE HOP OISP SLOPE/12 LOAD IINBRAC. MEMBR FORCE JT LBS I HL04 (114"" S.OX 9.4 0.2S FR-TU (L5S1 FT-IN-SA DEPTH IN IPLF+ LENGTH FR-TO ILBSI 1- 4 2. 4 MSR I650E-1.6E H.F. TOP CH. LL- e6 PSF Z INII G14,20 2.OX 2.3 1 128 4- 7 2X 4 nSP IbSOF-1,6E H.F. DL- 7 PSF 3 I1+0E J119.20 3.v''I 4.7 2.S01 3- 91 1- 2 1718C 6- 6- 2 S.000 64.0 2.3 2-10 434C 7 I2e 7- S ex A SEL.STP. HEM-FIR DOT CH. LL- 0 PSF 4 Pr11 GIZ--3 S.OX S.S 2.00 2- 3 1270C 1- 3- 7 6,000 64.0 2.S 3-10 S7/T 9- I 2X 4 SEL.SiR. HEM-FIR DL- 10 PSF 5 ISO2 CNA20 S.OX12.S 2.7S 3- 4 2994C 1- 3- 7 6.000 6/.A 3.4 3- 9 823C TOTAL LOAD- 42 PSF 6 1 N I I GNA20 2.0X 2.3 4- S 2914C 1-'3- 7 -6.000 64.0 3.+ 1- 9 2034T IIEBS 2X / STUG.STO HEM-FIR 7 ML04 GUA211 S.OX 9,/ 0.2S 5- 6 4270C 1- 3- 7 -S.000 64.0 2.6 6- 9 929C 2-10 3-10 3- 9 1:- 9 c- B 6- 0 SPACING• 21 IN. C/C B IS02 016 S.OXIO.0 E...75 6- 7 /718C 5- 9- 2 -6.000 64.0 2.3 6- 8 S7/1 - 9 CL13 GNA20 6.0x 9.4 7- 8 /119i - 6-13 -2.500 20.0 10.0 •- 8 434C WEBS EX 1 NO.2 HEM-FIR INFUT DEFL. L/210 10 INJA GNA20 3.OX 3.9 2.001 2-101 8- 9 36421 6- c.- 3 -2.S00 20.0 10.0 4- 9 ' 9-10 B6421 6- S- 3 2.600 20.0 10.0 INCREASESI►ER CENT) VEEIGII SPE:S. ACCORDING- TO UNIFORM ID- 1 11197 7- 6-13 2.S00 20.0 10.0 THIS TRUSS IS DESIGNED TO SUPPORT VERTICAL LUMBER- 16 NAIL- 16 - 6UILDING CODE.19e5 LOADS AS DETERMINED BY OTHERS AND SHOWN ON TCH LS- 16 BCH LS- 0 1 FAFC 3 C f•Tif'I. INSPECTION It, PE PROVIDED nA:. PURLIN SPACE- 2.9 FT. , MAV. UNPPACED BOT.CH. LEN.- 10.0 FT. INPUT LISTING. VERIFTC'a7101. OF LOAOINO. tau SECIIOI. ?�.17391AI UB! STANDAPD eS-17 DEFLECTION LIMITATIONS. FRAMINrl METHOD!.. NAIL VALUESIPSII.NET :C.1.1FCT;F f:�.TEe IN ACTpi'GANCE WITH ICB) NOTEI LATEF.IL erF:C5 ;cr. rw'LINS INDICATED FOR T/USS MEMBCRS UINO BRACING OR OTHER LATERAL BRACIIV. THAT CHORDS WEBS F!�uiTS 152- i1�17.'OP 1095 ARE FE!.•:1PED 1C• FEDUCE 6�CrLTIIG LENGTH OF MEMBER. AND SHOULD IS ALWAYS REOUIFEO., IS THE RESPONSIBILITY MAX MIN MAX MIN BE NAILED TO TRUSS MErBEFS WITH M111IMUn OF on NAILS. OF THE PROJECT ARCHITECT OR ENGINEER. ONA20 342 13% 142 13S ALL0:1 FC•: HCFI=QIITPL CIiPLACEMENT PPOVI:Ir�115 nUST PE MADE AT E1+D5 OF SPECIFIED INTEPvAIS 016 ISO 110 ISO 110 Al ONE OF T.TL SUPrOR1S TU RESIRAIN OF. 411COGA LATEPAI. BRACING. BY•CTHERS. LEFT OVERHANG - 21 0- 0 REFER IU GANG-NAIL TECHNICAL PO ••` RIGHT OVERHAND• 2- 0- 0 I BULLETIN 1161 FOR FRAMING A, .µ �'Il ,CINFO 1��EA PROfF�+ PRODUCTS APPLICATION. 1162 J tJIG kC f1YP, GANG-NAIL -91C' REtOMMENOE0 wC qqA� FOR LATERAL RESTRAINT OF lY 'A '634 p � ' $ION-BEARING PARTITION MALLS. i GANG-NAIL'BTA6' RECOMMENDED FOR I1I Cr CONNECTION OF TRUSS BEARING ••-ar- - �/1�� ( POWr�V MALLS. 14- 0- 0 11- 0- 0 a 12 I2 61 T6- 1-13 -I e.6 10 © z.6 12 12 GP.OSS BRG JT REACT IN-SX 1 13D4 a- a SPANS UP TOT 7 1304 3- B 14- 0- 0 11- 0- B ' 2 0- 0, to- G- D Ib+t411DF�A Er MTRcoIIanoaw FRIpof meEFsw of"I"InfaIrmatlon Coft�I&witwwn Lumber Mwffnow 111r0..w.,011c c--rifl....•c,-.c o.co-+.l..-•.w..ro.w­"(0 1-.. ..: ..f-..w.a..-...cA,l.6 a..&- ..1...f...wc_►fc•40-.o+ .wlw..-n.fl.w.f...of Ow+Pwn..rs' Cc-WIA RwW Ir a~-cvww w11.lN.w M wrw w 1.a--.f-.w-.CIA .w...o nw-•,(•.-+.<�O.ow.a M.o ct+�t+v«t fTfTIM -.0 �.D's r01 TD w DO..ID r wall 0.r Mm 0..0 K. !K•+0 -o..�D�r ....rM.w..O w�ppW-M mI" r..■ r1.DY •r 11r►wO.ID 1 f-IA.wO.pww.N....O...twy.OKIf V+..•CV..Ow.Owfa 1/--II..Mi11D l.RfM.1.OM 01 T.fRr.l hK�flND.fAf.a.-.1-w OTI�1 w-t fr ww-IM11D MT= Mf w asTRIND wl Ill YACIp FNW MO wIT -rI.-JD F Or.�w.p\O.M W 10 M w.l f0 1D l.f LOr p .KP Ow uiTO IOw f./-wrwq Myw..Tb.TO OIrM rft r r.lw w■c. ONTO" •d O"M lll•1 wTN TWOM n4a, r M M on M0 oncr. T � If►r-llw.lwwflfw Ya fn.fjw0 fff.fNT1-�rDMCAwy111 nu.I�w wwc1D.r0.1 ffll L&Wl� r0-rff010u 100.11I11w fl.p1M..•�\lOMM O.rwl(..1.-..R/MINO.O.fwa� /If.CT Vf eow0rr..l.wl wr.+DlD..\n. •aml rlwvTTr�a�r�w 1.wM r-.r lwcfrD fApfwl fsl..-41.-[f.+.w.[awuan....cf1 wwwwwl■.fo wfAK'ftrrnO.M f1-r\1 wnTwwyO F M.1Ti M Gl cm 0Or.. MA rR-T Cw .Wl w IwwC.wO ro wA,_cp-1}rwT wT/..0-.. Orf.o+f,W M CO.-lfrf f�ticT✓,-wK1 u-.o n�<Y+cs.A,n 1>•r p.�R-.0�/1r.a1 wwrt•.ro TM'fl"MM.M'/wT RTM Design Criteria �T•O ~�, MAR 10.1 r/ �- .--,.....Owl.wRr.IWNMO...Oq.-.I...GID.rtl W. •t.+ f•O.C'wi1+.1.rtv.w>HOc!f1.0...-.T.Of}.fuf,..•O G<t�.�aA. wftlw.N1 b l.Trul FD--1 w1.D A-"l'D>I owlwwR a im1T T -0 f01_L•�11ZD11� nhl. % .�fC-r M.M fl-1.\w\ KA"II.MMS f.WnM RAM I M wlfn Ifo M W JW gf.wlR --•�...s.slfw-c. c.>•f.o ernwo.r.can1 ww »:o-.r+c•/a.fD ffa wr.e 1w..1 r--1.1T1.R ft r w.-fO.Y 1f.-w:l.wf•ro w r..Drsfe w M w ffml v nwT J@WM MIII1&MM T1-.las✓1C-.ls W w tO01 W E=2975 y wlfMyyy.T.10-tM..MC.IO.Ki.i r�-fN YO Off.M IT.-KtN.a NN.wO M r-1 ram.W M rw10.fnTw...Olrf-11 M.r..w..f G<.w.fTl fT.�GiVr wMM.01.1 YN I..D0.1 w1 K00 11MIW ODIOMTT.wlw l.f �•r..Tq.O CO.-O.-M.f MCMIO.A Yr..a-..D-1M Mf..w.1 Iw ,apa1'OCwI SA1 \-1111 W44.w. f.Tc UsL. NM m"A psw %w00 f\0 Tw _ _-J oupn►1T A PIT: Rr A n At I PIOTr4 nPI TIRI't nn A 11►INrt - Woodhaven Homes P.O. Box 1032 Lynnwood, Wa. 98046 546-3969 December 27 , 1989 Subject : Budget analysis, Basic /$S O Type of heating : Natural Gas TO whom this may concern: i The undersigned has reli&gyred the referenced plans and stipulates to the best of his knowledge , understanding and belief, that the proposed construction of said plan meets the requirements of the 1989 Washington State Energy Code . Budget [allowed]g [ d] Proposed [actual] Assembly SF U UA R SF U UA Wall ;267h . 203 4-24 q7- Wall 14.6 /7-(-s .068 //3. i,/ Clg. /3o Z .035 `- ,S7 Clg. 31 . 50 /302- .032 -1/.67 Floor .055 39. 7/ Floor 20. 00 22-2- .050 36•10 Glass 1 . 3 -' . 75 14,2, 3 Doors 2.08 6 .48 .2 7 Allowable Heat Loss= 5 06. '7 / Actual Heat loss= ua 9 57y The above values are based upon t:ie fu110-wiag materials: Wall R14.6 Wd. siding z" 0.S.B. , 2x4@ 16" O.C. R' 13 insul. Roof R31 . 77 Wd shakes ,-2 plywood, k GWB. R30 insulation Floor R19.91 3/4" plywood,R19 insulation., Windows Class 75 Respectfully Submitted, Woodhaven Homes By; Richard E. Wagner RESIDENCE FOR WOODHAVEN HOMES ; LOT B-8, Woodlands Arlington, Washington i Jan. 22 1990 Designer: Woodhaven Homes (Plan 1850) NOTE: This permit is for Elevation "B" only. CODE DATA OCCUPANCY GROUPS: R-3 and M ` TYPE OF CONSTRUCTION: V-N BUILDING AREAS:': 1310 S.F. Main Floor 580 S.F. Lower Level E J` 1890 S.F. Total Residence 420 S.F. Garage VAWATION: 1890.:X $48.70 X .88 = $80,998.00 ~ 420 X $17.30 X .88 6,394.00 7,3 } PERMTT FEE: $585.50 PLAN CHECK FEE: $380.58j� 4 Dear David: The submitted drawings have been examined for compliance with the 1988 Edition of the Uniform Building Code. The following items should'be corrected on the tracings before the permit is issued: 1-:7 You should ensure that the city agencies.' such as-Planning, Zoning, Public Works and the Fire Department approve of the,prof ect: s 2. The fabricator of the roof trusses should be approved :by you prior to fabrication. Sec. 302(b) . 3.1 A plot plan was not submitted. A plot plan should be`.submitted showing the location of the house and grade elevations at corners of the lot. If there are any steep slopes on the lot, there location and-elevations should be shown. 4. All references to Elevations "C" and "H'. should be deleted. 5. The garage should be separated from the. house by materials of 1-hour construction. Sec. 503(d)3. a) The 5/8" :type "X" G7n7B on the garage side walls should extend to the front bedroom walls above. b) The three 2" X 12"s should be supported on posts.'.' The beam and the posts should be covered with 5/8" type "X" GWB. c) The 5/8" =type "X" GWB should extend;up the bedroom walls to the garage sheathing above. d) The door from the garage to the family room should be 1-3/8" thick, solid core with a self-closer. e) The hot water heater and furnace in--the garage should have the pilot lights and burners 18" above the floor and should be.',protected from damage from cars. Sec. 508 U.M.C. KFSTDENCZ FQR MAHMrEN HOMFs Jai. 22 1990 6. All duct work in garage should be 26 with no .o gauge penings in the garage. Sec. 503(d)3. 7. Water heaters should have seismic tie-dawns. Sec. .504 U.M.C. 8. Flashings should be provided for all exterior openings. Sec. 1707 (b) . 9. The rear elevation windows do not agree with the floor plans. 10. The windows should show opening vents. Sec. 1205(c) . 11. The kitchen should have 7.9 sq. ft. of.. openable window vents. Sec. 1205(c) . 12. The laundry room should have a fan vented to the exterior, not into the crawl space. Sec. 1205(c) . 13. Tge clothes dryer should be vented to the exterior. of the building. Sec. 1903 U.M.C. 14. The building should be located not less than 3'-0'-'. from. the property lines with projections not less than, 2'-0" from the property -lines. Table 5A and Sec. 504 (b) . 15. A smoke detector should be located on each floor. ` Sec. 1210(a)4. 16. Guard rails and handrails at stairs should be not:Iless than 34" above the stair nosing. Sec. 1711. 17. The non-bearing walls should be held down from the bottom chord of the trusses with approved fasteners (such as Simpson STC clips) to ensure that the truss chord will not bear on the walls which are not designed as bearing points. 18. Show the header over the stair opening. 19. Beam at bay window should be a 4" X 12" D.F. fi2. 20. 2" X 12" floor joists should have solid blocking at 8'-0" unless gypsum sheathing is installed as a ceiling material. Sec. 2506(h) . 21. The beam supporting the floor joists in the crawl...space should be shown. 22. '17he front elevation does not agree with the main floor plan at the front bedrooms. 23. The correct floor plan for the main floor must be `shown to approve the three 2" X 12"s under the end walls. Until .the correct plan is s-ubndtted, the three 2" X 12"s are not approved. A beam should be provided under each offset. 24. A section between the crawl space and the lower floor elevation should be shaven to determine the structural requirements of the concrete retaining wall. Retaining walls should designed to resist lateral loads. s i .7 • a i', RESIDENCE FOR WOODHAVEN HOMES -3= Jan. 22, 1990 25. Wood posts supported on concrete piers should be pressure-treated unless the concrete is 8" above the earth. Sec. 2516 (c)4. Note that concrete piers should be poured 7" into undisturbed earth.-.': See Footn6te2, Table 29A. 90# felt is not approved in lieu of pressure-treated posts:: 26. The crawl space requires 551 sq. in. net ventilation or 738 sq. in. gross (with 1/4 mesh) . Sec. 2516(c)6. 26. Spaced sheathing is not approved for shake roofs. ,' Table 32-B2 (In areas subject to wind-driven snow.) 27. Miere post and beam construction in the crawl space is used, a positive connection should be provided at the post/beam connection and at the post/ footing connection, to ensure against uplift and lateral displacement. The connections should be attached to both sides of the beam and the post with 2 16 d nails in the beam and 2 - 16 d nails in the posts, and with a column base. Sec. 2516 (m) . 28. The building must have bracing in accordance with Sec. 2517 (g)3 and Table 25 V or engineering calculations must�•be submitted for different methods of bracing. a) 2'-8" wide tiaermoply panels at the corners or as near as possible thereto and installed so that there is no unbraced section along the wall exceeding 25 feet, for the upper floor. b) V-0" wide thermoply panels at the corners or as near as possible thereto and comprising 25% of the wall length to be sheathed for the laver floor. c) The 4'-0" wide panel locations should be shown on the floor plans and noted as a shear panel. d) The panels at the bay window do not. comply. e) The front wall panels of the garage' do not comply. Engineering calcula- tions are required for a different method of bracing. 29. A general note states that all framing is to be H.F. #2, however, the detail shows headers to be D.F. #2 and #1. -.: H.F. headers will not comply at all openings. The general note should be corrected. 30. Concrete foundation walls 2'-0" high may be reinforced as shown. Walls over 24" should be reinforced in accordance with Sec. 2614 (d)l, 2 and 5. Retain- ing walls over 4'-0" from the bottom of the footing to ,the top of the concrete shall have engineering calculations submitted. 31. Exterior doors should have landings not less than 36" in direction of travel. Sec. 3304 (j) . The landings should be not more than 7-1/2" below the threshold. Sec. 3304 (i) . 32. Stairways should have a 2" maximum handrail located not less than 34" above the nosings and not more than 38" above th6 nosings: " 33. Exterior steps should have 8" maximum risers and 9" minimum treads. Sec. 3306 (c) . Note on drawings. The greatest riser height should not exceed the smallest by more than 3/8". 34. The minimum headroom clearance for stairways is 81-8". The drawings should be so noted. Sec. 3306(p) . RESIDENCE FOR WOODHAVEN HOMES -4- Jan. 22, 1990 35. The skylights should be double-glazed of CC-2 plastic or two panes of 5/32" laminated glass. Note on drawings. Sec. 3402, 3403 and 5207. 36. The fireplace hearth should be not less than 16" wide and 8" each side of the fireplace opening for openings up to 6 sq. ft. and 20" wide if the opening is greater than 6 sq. ft. 37. Glass in doors should be impact-resistant. Sec. 5406(d)l. 38. The building should comply with the "Performance Approach Method" of the Washington Energy Code: a) The calculations submitted are for a different building. Was this deliberate? Correct calculations should be submitted. b) Glass should be a class 60. c) The R-7 slab insulation should be located between the garage and the lower floor heated area, with a thermal break in the concrete slab. d) The hot water heater should be on a R-10 pad. David: Advise the contractor that if a third plan review becomes necessary, an additional plan check fee will be charged, and that all items must be addressed. Also advise Finn that you will not take any more incomplete drawings. Sincerely, H. Farrens, Jr. Submit corrected plans to John if you desire. i I STRUCTURAL DESIGN ASSOCIATES,INC. SUBJECT:l,"`0"-')HAVL1-1 SHT: 1 OF 5630 198th St. SW P.O. Box 536( LYNNWOOD, WASHINGTON 98036'— BY: I&E 2 DATE: 7 "10 -CHKD: JOB NO: cl 0-69 0 .......... .............. 40- -u _J4 .......... 5- R5 -r'�r.—s I P1154 1p . . _ T --�- _� T-- A,�.q 1,'fo L pt ie"4.4.4 .7 zq+sj"..Lp tt -i7o P L-F L A L L-'-s t Fe H r. Al I A 114 T ......... T-p- !t�tj Z ISTE 13, I-cl) `au 3-3 . .......... I- I -At w ne 77 I_lIJ 2-07-1950 15: 56:07 SIMPLE BEAM DESIGN *� ------------------------ SOFTWARE DESIGN BY KASE VANDEN ENDS, P. E. STRUCTURAL DESIGN ASSOCIATES, INC. , LYNNWOOD, WA 98036 � 00 NO. & DESCR I FT I ON: ? 90-96!i WOODHAVEN HOMES ----------------------------------------------------------- EAHj LOCATION: ? HDR OVER GARAGE AND UNDER FRNT WALL OF DDRM ABOVE ODIJI-_t_IS OF ELASTICITY (*10E06) 1 . 4 ENGIH OF BEAM (FT) ? 19.33 ----------------------------------------------------------- IN I FORH LOAD (KLF) ? .05 lL.1HBER OF CONCENTRATED LOADS ? 2 -L)I ST'ALJCE FROM LEFT SUPPORT (FT) ,LOAD (KIPS)? .3. 6666, . 3 2 -D I S"f AhJCE FROM LEFT SUPPORT (FT) ,LOAD (KIPS) ? 15. 6,66, .3 2 al. MBER OF PATCHLOADS? 1 -IJ I S1`AIJC;E FROH LEFT SUPPORT (FT) ,LOAD (KLF) ? 3. 6666, . 21 LENGTH OF PATCHLOAD (FT) ,LOAD AT RIGHT (LLF)? 12, . 21 )ES I RED DEFLECTION FACTOR (L/--) ? 240 ' ?E[:U I R D MOMENT OF INERTIA IS 509 IN NIER DESIRED ' I ' ( IN4) ? 711.92 ------------------------------------------------------------ _EFT REACTION IS 2. 1 XIPS :I GHT REACTION IS 2. 1 KIPS SHEAR MOMENT DEFLECTION X=. 1 L 1 . 966330 3.894344 .24909.33 q X=. 2 L_ 1 . 549699 7. 5.38056 . 4730602 A X=. = L . 9490393 9. 970262 . 6490422 D X=. 4 L . 6003884 11. 44206 . 760927e A X=. 5 L -2.616495E-04 1 11 . 90601 .7992728 ? X=. 6 L -.6i ii i9116 11 . 44346 . 76i 19350 a X=. 7 L -. 9495616 9. 970658 .; . 6490563 @ X=. 8 L -1 .550212 7. 539055 .4730767 @ X=. 9 L -1 . 966862 3.895356 .2491048 MORE DESIGN WANTED? .<Y/N>? N 0k Cif,A it ].A 1 11 A I r , N o CITY HALL Cl 238 N. OLYMPIC AVENUE ARLINGTON,WA 98223 C (206) -135-5785 ADDRESS/A7 J)/_ ONNT RAC T0 c2l/w ASRDAk�a* LOT NO . c BLDG. PMT. $ 00 SCHEDULE OF TIME FOR INSPECTION : DATE APPROVED COMMERCIAL STRUCTURES: SET KS. . - FOUNDATI OTINGS. . . . . . . . . . . . . . . . . . . . . . FOUNDATION WALL. . . . . . . . . . . . . . . . . . . . UNDERGROUND PLUMBING. . . . . . . . . . . . . . . . PLUMBING ROUGH-IN. . . . . . . . . . . . . . . . . . . WEATHERIZATION. . . . . . . . . . . . . . . . . . . . . . . . . FRAME. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INSULATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SHEETROCK & NAIL. . . . . . . . . . . . . . . . . . . . . . . . . FINAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DWELLING: SET BACKS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOUNDATION FOOTING. . . . . . . . . . . . . . . . . . . . . . . . -23-G1O FOUNDATION WALL. . . . . . . . . . . . . . . . . . . . . . . . . . . -�3-� UNDERGROUND PLUMBING. . . . . . . . . . . . . . . . . . . . . . PLUMBING ROUGH-IN. . . . . . . . . . . . . . . . . . . . . . . . . S- WEATHERIZATION INSPECTION. . . . . . . . . . . . . . . . . . FRAME. . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . . . . . . INSULATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SHEET ROCK & NAIL. . . . . . . . . . . . . . . . . . . . . . . . . - � FINAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ALL GAS LINE INSPECTIONS COMMENTS : /1 S it /rl� d r i y �� - - STORM DRAINAGE. . . . . . . . . . . . . . . . . . . . . . . . . . . . 7- ,F/ LANDSCAPING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-.3/-q0 PARKING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ;Z- /.-q0 JOB COMPLETED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7_ 3J� CERTIFICATE OF OCCUPANCY. . . . . . . . . . . . . . . . . . DATE / ` .7l `� BUILDING INSPECTOR / 3rd and Olympic �LtJ11. ✓✓ (206) 435-5185 Arlington,WA 98223 66 Building Permit File ;,Checklist;. Company Name. ��^r.��ay�1J _��Gd'I'l�� Permit uwnor's Name Job Addreas_;� �p _ Uri.ginal Permit Application -date received _ Original Construction Permit Copy - date issuncl.Z . �j �a Legal De _._._. _. g Description on file N/A • ' _._ Plans Requirement Checklist completed N... /A ._ Planning and Zoning Review - completed ..._ .. _N/A ._.-.y._.. Energy Calculations - '_._.•_N/A WSEC on filca ✓_. Field Inspection Record - ._____Job card issued ___ /_•• Site 1'].r�n - ✓_on file _ N/A - �-- Copy of {Tans - on file •---- hanging - _!gee locsator. :....._.._..N/A ._.._..__destroyed ,,----storagA Ilea Lth Department Approval f.i..l.e Clieciclist - .-,exempt -N/A _ �_on fi.l.0 Utilities Information Questionaire •& Application - N/A _ _ on file ._existing adequate Eire bepartment Approval - _ _N/A comments on films / verbal approval by date,___` Airport Commission Approval -__ N/A _on file „. Engineering Approval _—_`N/A _storm drainage verbal approval :by -------,__. date - ----•.__.. time...... .,... Contractors Registration # y-171/D Status _ f4 _N/A expiration date t�l-&- � _. Structural Calculations :N%A on..file Soils Data - as.__—,_, sumed stable: soil f_i.1.e N/A _._ Certificate of occupancy ic3ued UL'F1111'1'nurr or l'UlfL1C WUItI: ' !'LAtltlitlG 11tJu ZUUIIJG ItL•"V1CS�f L_-, (1) SF''FA. / (9) Compliance wll:h /. of IxempL'_✓//____; Checklist allowable IoC coverage : L'1S required allowed (2) shorelil�es ;tanagem�nts shown Permit required: Yes__ No re/lesA Date of required permit o � (3) Subject- to a ances pproved ' Yes No not approved (4) subject- to c ltract rezone : Yes (5) subject Lo pl�t or short plat: conditiolls : Yes No- (6) I-,ocat• ion oli ally segregated - lot: Yes No- (7) Subject Lo StaL•e or local f-�rood zone permit requirements: Yes No . (U) Zoning Compliance: A . Zone class ificaL-ion:� — t3. Permitted uses Yes___ No C. If no, extension of non-conforming uses D. I•Sinimum lot size required. Shown- • L . Yard requiremenLs: lteduired Shown 2 . Side 3 . hear -- t' . HeiyllL limiL-aLions , maxxllellsm:�7 —• c;. Screening requirement. II . I,all(�SCapilly" and plan requireds Ye No • 1 . Parking : 1. off-street parking requi ed: Yes_Z No . 2 . flan pry sleds Yes NO �Ilo 3 . Adequat rki p vided : . Yes lteq a rov b iteviewed by: `City of ogzrin9Eon 3rd and Olympic (206)435-5785 Arlington,WA 98223 6 DETERMINATION OF SEPA CATEGORICAL EXEMPTION ACTION OR APPLICATION TITLES -_- BRIEF DESCRIPTION OF ACTION: _J�a CODE REFERENCE ALLOWING EX P ION: �J WAC 197-11-800 - PERSON MAKING DETERM AT DATE• CB UTILITIES CHECKLIST PERMIT �_ d- DATE ��'7�f NAME L0©QZ1s+JAVb'A) 4ah, ADDRESS L+a--�L LOT TYPE OF BLDG Is/ )e NUMBER !OF UNITS WATER METER REA SIZE N/A HEALTH DEPT. APPROVAL tad/A " (for septic eysteme only) GARBAGE CONTAINER PAD N/A HYDRANT T/U(I REQUIRED N/A ' SPRINKLER SYSTEM (fire protection) CURBS CIS�N� N/A SIDEWALKS STORM DRAINAGE ' ':i:� N/A CROSS CONNECTION CONTROL N/A BACKWATER VALVE N/A_ ,G� / SPECIAL DISCHARGE INTO WWTP (permit required) N/A V COMMENTS OR SPECIAL PROVISIOHSt UTILITIES DEPT. SUPERVISOR DATE 2— c7c) CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION ® BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO.00292 OWNER MAIL ADDRESS CITY ZIP PHONE Woodhaven Homes P.O. Box 1032 Lynnwood, Wa 98046 S46-3696 ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LIC NSE N Woodhaven Homes P.O. Box 1032 Lynnwood, Wa. 98046 5465969 WOODHH17408 MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE# CLASS OF WORK Kj NLW ❑ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLITION ❑BUILDING RELOCATION VALUATION OF WORK 587,3.92 DESCRIBE WORK New SFR PROPOSED USE OF BUILDING Single Family Residence' I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVi- LLUAL DESCRIPTION OF PROPERTY ISHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOT C-49LOCK OF Woodlands WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITYTO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL LAW REGULATING CONSTRUCTION OFTHE PERFORMANCE OF CONSTRUCTION.PERMIT EXPIRES T YEAR FROM DATE OF ISSUANCE. SIGNATUR C TRACTO RAUTHORIZEDAGENT DATE )OB AUURLSS / 6916 Cedarbough Loop X v� L�� (OFFICE USE ONLY) MECHANICAL PLUMBING NO. TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATER CLOSET (TOILET) 6 00 AIR COND, UNITS -H P EA BA I HI UB 2 00 REFRIGERATION UNITS-H P EA LAVATORY (WASH BASIN) BOILERS-H P. EA SHOWER 00 GAS FIRED A.C.UNITS-TONNAGE EA 1 KI ICHEN SINK& DISP 21 001 FORCED AIR SYSTEMS- B T U MEA q 00 1 DISHWASHER 2 DOWALL HEATERS- B,T.0 M LAUNDRY TRAY I UNIT HEATERS- B.T U M CLOI HES WASHER EVAPORAT I`✓E COOLERS W'AI ER HEATER CLOTHES DRYERS URINAL 4 VENTILATICN FAN DRINKING FOUNTAIN RANGE HOOD COMMERCIAL FLOOR DRAIN AIR HANDLING UNIT- CPM 2 VACUUM BREAKERS 4 STOVE ROOF DRAINS - RAINLEADERS 2 METAL FIREPLACE&CHIMNEY 13 SINK (SERVICE - BAR,ETC) 1 WATER HEATER 2 1 GAS PIPING SUB TOTAL 28 nn SUB TOTAL $ 49 50 PERMIT ; Isloo PERMIT $ 1 TOTAL FEE $ TOTAL FEE $1 64 0 - SIDE YARD SE T BACK STREET SETBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE 15/16 20 21 02^08-90 FI fot paid RECEIPT NO USE ZONE LOT AREA VACANT SITE 6 ®YES ❑NO FEES VALUATION FEE TYPE OF CONST OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING NG VN R3 & M 1 SIZE OF BLDG NO.OF STORIES MAX.OCC LOAD BUILDING ; 585 50 2310 2 8 PLUMBING 43 00 FIRE SPRINKLERS REQUIRED ❑YES )(N NO MECHANICAL 64 50 COMMENTS STATE BLDG.CODE ENERGY CODE SURCHARGE 4 PENALTY U.B.C. SEC.303(a) Plan 1850 WATEPUSEWER FEES 1305 ` TOTAL 2052 666 CC� �! rl ; i PERMIT VALIDATION L WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT&RECEIPT PAID - - t CR# BY T� cc: ASSESSOR,APPLICANT,TREASURER, BLDG. DEPT. IfLiINC FICIAL DATE ECORDS COPY . 1• u�• CITY OF-ARLINGTON CONSTRUCTION PERMIT _ ❑ COMBINATION ❑ BUILDING ❑ MECHANICAL ❑' PLUMBING ❑ SIGN OWNER PERMIT NO. MAIL.ADDRISS CITY III r11ONE GUomcu�aJ ��o,•oEs /0 9 0'0 y�G sSSC- 3 9 6 9 ARCNIItCT 04 DESIGNER MAIL ADDRESS CITY 21r rITUNE GENERAL CONIRACIUR MAIL ADDRESS CITY 21/ .• ►IIONE 11C NSE f MlC11ANKAl CON(ItACIOR MAIL ADDESS CITY II► HIONE LICENSE P /LUMBING CONIRACIOR MAIL ADDRESS CITY ll► ►IIONE LICENSE P CLASS Of WORK mW [3ADUIIION [ ALTERATION ❑REPAIR ❑UEMULIIIUN []BGILUINGRELOCAIIUN /VALUAIIONOf WORK ULSLRUE WORK D PRUPUSI D USE Of BUILDING Sj�, �� �.qi. r• I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED TI IIS APPLICA. LEGAL OtS(.R1rlKm Ul rKOrLRIY IS1IOWN BELOW R A 1 cH fOURCOPIES) 1ION AND KNOW TIME SAME TO BE TRUE AND CORRECT ALL PROVI. SIONS OF LAWS AND ORDINANCES GOVERNING TI IIS 1 YPE OF WORK wl C-y uucK ur 'C' WILL BE COhiPLIED WITH WIIETIIER SPECIFIED IIERIN OR NOT.TI IE GRANI ING CSF A PERMIT DOES NOT PRESUME 10 GIVE AU 11 IORI TY 10 VIOLATE Olj.•CANCEL THE PROVISIONS OF ANY 011-1ER STATE OR TAX ID NUMBER LOCAL LAW REGULATING CONS]RUCTION OF TI IE PERFORMANCE OF CONSTRUC(ION.PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. TUB AUURl15 SIGNATURE Of Ct11RAC1UR AUII I112EUA T OME x �jg�' ��a (OFFICE USE ONLY) 9 .4 PLUMBING •t MECHANICAL! NO. TYPE OF FIXTURE FEE NU. TYPE OF EQUIPMENT FEE I WAILRCLOSEI (IOILLI) AIR GOND.UNITS -ILK EA. r'- AIIIIUB L KEFK.IGERAIION UNIT S-II.P.LA. AVAIUKY (W'ASII BASIN) „ B0-11-(RS-II.P.EA Z SIION'LR L[a GAS FIRED A.C.UNITS,- IUNNAGE EA I KI ICIILN SINK i UISP. c� / / FUKCEU AIK SYSIEMS•- B T.U. MEA G� r UISIIWASIILK ^� WALL'HEALERS-B.T. M ---�- LAUNUHY TRAY UNIT 11EATERS- B.T.U. M j CLOIIILS WASIILR EVAPORAIIVE COOLERS NAILRIILAILR CLOIIIES DRYERS ; URINAL !�•' VLNTILAIICN FAN I1KINkIN(,1 UUN I AIN RANGE IIODU COMMERCIAL I LOOK DRAIN AIR IIANULING UNIT CPM �1- VACUUM BREAKERS 9 SIOVE RU()! DRAINS - RAINLLADERS METALFIREPLACE &C111MNEY SINA ISERVICL - BAR,EIC.) ( WATER HEATER _ GAS PIPING 3 • i' , _ r 4 SUB TOTAL I L SUBTOTAL 1 � PERMIT I j PERMIT 1 IOIAL FEE { Gj ?� TUTAL FEE SIUL IT ARO St I SALK S I Rtt I SE I BACK REAR YARD SETBACK PLAN C1iECKN MBER / 4 PLAN CIIECK FEE 1 /' �� .' FEE RECEIPI NO. USE LON v� LOI ARkA VACANT SIIf '� -, 1 It YES []NO FEES VALUA110N FEE 1 YPk OF EONS1. OCCUPANCY GROUP NO.Of DWELLING UNI IS ' PLAN CHECKING VG �Q — SI[L OI QLLIG. NO.Of STORIES MAR.000•LOAD BUILDING y' / S� 4z PLUMBING ' ? FIRE SPRINKLERS REQUIRED 43 []YES NO MECIIANICAL II COMMENTS � � STAIE BIDG CQDE e� ,l ENERGY CODE IURCI IARGE C{ -' PENALTY t U.B C. 'i;�� 1(`i 1� �� �-•r '�` 'i �� SEC.]011a) l , WATER/SEWER FEES �O •i TOTAL I'1 11 PERMIT VALIDATION UNRIW PROPLgY VALIDATED BN 1HIS SPACU TIIIS IS YOUR PERMIT i RECEIPT I PAID CRB BY T, f cm ASSESSOR,APPLICANT,TREASURER,BLDG,DEPT. ' BUKDING0111CIAL DATE • RECORDS COPY'�'