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HomeMy WebLinkAboutPermit File 4909 Macbeth Drive 3.c _, du of cAttarartes. 9Jo) BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY # y Si This is to certify that the (Description of Building or Structure): CO, p Re t)C IA—f , Located At: ' `t ` kC t*i_ STREET& NUMBER Owner: ?CX_ * 'Brim xa MGC ert :5 X •J Constructed By: OWNER OR CONTRACTOR ��j Bldg. Permit # 6 04 Date Of Issue`:�9--3GL.� Occ. Group: g.I 1�Use Zone: L Has Been Inspected And Occupancy Is Hereby Authorized,����thp This De; Day Off ' 19ER . COLA AUTHORI G OFFICIAL nik SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. 9C 00. CITY OF AN, ACORTES BLDG. X PLUMBING figt.. MECHANICAL l PERMIT N2 82 3 4 Telephone 293-1901 A Ate 4.WA Date 3 ji'7 194g— PERMISSION IS HEREBY GRANTED7Jc'TO: OWNER t°x Pair 5 /6e m � t4lc .t .I I STREET = A- ,a /A . ADDRESS •-=1 f�� Al .j Location where work is to be done CONTRACTOR Ow yt .mf - TO ERECT W' INSTALL ❑ OR REPAIR 0 IN THE FOLLO)N ING MANNER: • r ayi0esfdr i,wit� y� �a/.-,0e jA•rza ri Jrs PERMIT EXPIRES ONE YEAR FROM DATE ISSUED PLANS FOR CONSTRUCTION WERE NOT ❑ SUBMITTED WERE ❑ WORK TO BE DONE BY OWNER 0 CONTRACTOR 0 RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: TYPE APPROXIMATE VALUE PERMIT FEES OF WORK State Building Code Surcharge 3 , L.' State Energy Study Surcharge /5' p0 Building 7 g`,- t.i el.'" 1 211 vU Plumbing and W.S. 3 / i'} Mechanical 3 3 St". Plan Check Fee Ts' cx> 5..avner An ta.0,1lv-rf . / 2C��� 0e' TOTAL //677 c 0 LEGAL DESCRIPTION Gad 11Z g1/J4' .l y/1.-1 yo. A / ' i ,�r 2 fib ITI -It INSPECTOR ` d� a\\ JO \ /2 886556 Z, r Y S 111 TYPE oa ease I 1 OF 14 §t ; sea, » +© �` q j \ », = a, I to » 'Xi) §� \ a \} ® > >ai q ,.,, n ` ■ $ ° y IN f & !/ Co ! .,, . gong e2p c c o w ici.)0% °° ° ! Ugh Q w = l4 », - a , = > , ! , = 7 % J11 ` G/ !r 112 ,-n,-:, 5-07-13 5-09-09 5-07-13 5-05-06 12 t®=`.ƒ- B: 5-04-10 5-08-09 I ;-:a-;, 1 :-:,-i, utlt)!\ g ! f a: 2 r: ptin 28-00-00 S\ TCLL= )j2 )77Jƒ°° REACTIONS )a() L/DEF= /\// 3'P /(MAX) w+ 0.0 PSI Le BUTT= 0 i" J 1= ±y 1! !! Pu 7\ IS�lmtoW" Jew» 1, 7001 A CONFORMS TO UBC REPETITIVE pE TOP CHORD - m. Em BOTTOMam - m= Ea;— m, - q= sm ° a , lmm& M « 2X 4 1650E-1 a . « » , m , HEM FIR r ° A% [ / ) [ { 76 ma [ / 1509 / / 2276 § / j\ § \ _3 OW m lqf�{ w2 -, we 903 #®w b u* muNSma , ar =cmrz: tCtamsmm ARE SHEATHED. gait 2. DIMENSION TO END OF EXTENDED TOP CHORD » s e a „ PLY CORNER RAFTER AND a ; �JACKS {\ 0! „soma". . w A. R ƒ R!/!/ o t » a Ong % . r )q R 11 E . - q§/§ ►w \ » /! 2 04 .2. !0\§d2 et, SS/a ' ) l 7) id ./+� / 2 ®\ } OUT 21198E uttu . V08. 25 JO3 886556 • �; TYPE 864 10/18/88 ((( gt 2 OF 14 II ti V' `B 3x6 '' 1 8-00-07 'Ni 0W of I 1+ 4 III 31 6 "-b �,\i`Jlt out 2'I° y >. Z =° 3 ve'yt t t to 12 W 7.50 S £ P W Li'oI , le(ig8go O ac4 '�'YE,Q c ch V p� I x ° 3xy = Cz D 0 3x5 = III 1' 4 3s8 — ] u 4 !I 3x5 - DD£a- J1 J5 oQo-81u ° C2zan TC 7-05-OS 6-06-10 6-06-10 I 7-05-06 Eio.2'oey�n BC 7-04-10 I 6-07-06 6-07-06 I 7-04-10 o r g _ -F2elg 28-00-00 1$2 a_ TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 28'/0.15"= 999, CAMB= 0 1/8" TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) c$ z 6 BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -1176 3.5 t pi w „,g•°E BCDL= 10.0 PSF RGT BUTT= 0 1/4" J 5= -1176 3.5 °° TRUSS ENGINEERING ° o q 7001 B CONFORMS TO UBC REPETITIVE INCR o b 6m TOP CHORD - CSR= 0.999 BOTTOM CHORD - CSR= 0.434--- WEBS - CSR= 0.204 I t4 o _. Yn 2X 4 1650E-1.5E M HF 2X 4 1650E-1.5E M HF 2X 4 NO 3 HEM FIR =6 C 1= -1621 C 3= -1747 C 5= 1375 C 7= 1375 W 1= 140 W 3= -413 W 5= 140 C 2= -1747 C 4= -1621 C 6= 1375 C 8= 1375 W 2= 460 W 4= 460 a$$ . go 1.* PURLINS REQ'D @ 30.0" O.C. ON C 2,C 3, UNLESS CHORDS ARE SHEATHED. `o §2 1s 2. DIMENSION TO END OF EXTENDED TOP CHORD IS BASED ON A 1 PLY CORNER RAFTER AND 2X 4 JACKS (DESIGNED BY a1111flJ6 2OTHERS). ',, w n,,r. rxrry $.. * 'NA / . r0-I. p f p z 1 0 ,ari - .. LIo bp222p$V t 2 % f,(L5 € _ ,,,_. x K a .p a°-°,,-°Gl , .. 0 W v 2•oe.o s'�FSS7aNA1 0�`�4, g � OCT .211988 i°•rrii.iiiiii C(EI, V08.25 J03 8E6556 / 'RRri TTPE 1085 10/18/88 ` Z 3 OF 14 A ia a ,_ pi 10-00-07 3x‘,� ci b S; 1x4 III I 3x6 ��� OW o G be 2 W 12 7.50 [ 1x4 `J i ix4 .1- £rn $w in ° ° Es a al4tyFa D`Dn j O5D£dFN Y III - ftra-8$o 3x4 = ° Cq �ro3n 4; 4 _ x 3x8 = 3x4 = 4zx4 o ° �n Qt`n r 3 4 = J7 °'V` ° B .e JIX TC 4-11-05 I 4-06-02 I 4-06-10 I 4-06-10 I 4-06-02 I 4-11-05 0-gia�g BC 9-04-10 4-07-06 4-07-06 I 9-04-10 £ Pc..I oo° —0 - rngO0 6 28-00-00 TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 2870.13"= 999, CAMB= 0 1/8" `° g-2 v° , TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) -6 o -qro BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -1176 3.5 3 o` ,°fib- BCDL= 10.0 PSF RGT BUTT= 0 1/4" J 7= -1176 3.5 o , _2 TRUSS ENGINEERING .8t28-g '2 7001 C CONFORMS TO UBC REPETITIVE INCR 2 3g 5 2 TOP CHORD - CSR= 0.459 BOTTOM CHORD - CSR= 0.550--- WEBS - CSR= 0.200 6 .g n° g0 2X 4 1650E-1.5E M HF 2X 4 1650E-1.5E M HF 2X 4 NO 3 HEM FIR e C 1= -1740 C 3= -1380 C 5= -1462 C 7= 1475 C 9= 1240 W 1= -283 W 4= -285 W 7= -283 c t §2 C 2= -1462 C 4= -1380 C 6= -1740 C 8= 1240 C10= 1475 W 2= 298 W 5= 234 E ° °j W 3= 234 W 6= 298 ` g o 1.* PURLINS REQ'D @ 30.0" O.C. ON C 3,C 4, UNLESS CHORDS ARE SHEATHED. • 1'0_ A IP E:rrr ° g£y 2. DIMENSION TO END OF EXTENDED TOP CHORD IS BASED ON A 1 PLY CORNER RAFTER AND 2X 4 JACKS (DESIGNED BY,.s�,t,P'F £21#r,� d`�g= w fop 11 OTHERS). .'* o mi-- �- +'� yyeo.- a, •oF P. F t1 �� Fps �' £° h l 6g l 11 r 1 1m�ski. ,'1 ^ � §-680 �. � 4k Q@NEB '��UT eft:S TI L fd/\�W `�• Q 8.2 D_g�i P 1- b 11 ,,,,..."- A,�1-'1. ~, En ?r C ICI OCT .21 ., g� it03 NEC p . : . V08.25 JOB 886556 TYPE 1066 10/18/88 V 4 OF 14 A tt 3r6-',' Q�06 Z EA 12-00-07 I 3x 6 `� . _t' ` W mf ✓2,I2 `lIv qH _ J a W W I2 7.50 n 3x 4 A% - 3x 4 ��� £ rn $w -_ gcg=F4� o as.s(("REO I * 4 S 1gt ER2 1. X; yy_ °1al gcon d D D r h ri --r ' %%N i%il "I 1 g 14en pP08P 1: c Z 3 n p o _ F. 3x4 _ '-' ° $ 41x4 = 1x4 ICI 3x4 = 3x8 = 1x4 III 4;x4 `k&cN °it (JI J6 F � E43 TC 5-11-05 5-06-02 5-01-03 I 5-06-02 5-11-OS I ° OQgo` �+ BC 5-05-06 I 5-02-11 I 5-05-06 .Ta249-.5 00 28-00-00 0$0 4� 0 TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 28'/0.12"= 999, CAMS= 0 1/8" ' . rn�` O6—o o w co TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) g £ _ BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -1176 3.5 � 2 BCDL= 10.0 PSF RGT BUTT= 0 1/4" J 6= -1176 3.5 ° z TRUSS ENGINEERING € g eii - 7001 D CONFORMS TO UBC REPETITIVE INCR r ED o Q s � - E n TOP CHORD - CSR= 0.578 BOTTOM CHORD - CSR= 0.383--- WEBS - CSR= 0.4222X 4 g� gg C 1= -1748 C 3=F-1106 C 5= -1748 C 6= 1482 C 2X 4 680f 1106 C10= 1482 W 1= 2X 4 115 NO 4= HEM F01R W 7= 115 A*IL 1. A p. '., 2 t t gcC 2= -1304 C 4= -1304 C 7= 1482 C 9= 1482 W 2= -451 W 5= 354 O�GAP �Y( o°a tW 3= 354 W 6= -451 �� ............................... �s „�a` � aog= r°1.* PURLINS REQ'D @ 30.0" O.C. ON C 3, UNLESS CHORDS ARE SHEATHED. '� S iri `�: .i 5' 0 g 2. ONE ROW OF LATERAL BRACING REQUIRED AT THE MID POINTS OF THE WEBS/CHORDS AS INDICATED ON THE DRAWING. / f fig ; °r p 3. DIMENSION TO END OF EXTENDED TOP CHORD IS BASED ON A 1 PLY CORNER RAFTER AND 2X 4 JACKS (DESIGNED BY : ' i '' I c a 8 , P- OTHERS). , r ° sZ � , tv 2 � O aa G� SSTfRE�� ��`,�: E �� aog2 4, f'P75NAL £t4' ,$.�` Y 823 1 P Agisegt OCT 21 1RRR CIEG V08. 25 • J03 886555 4; x4 �� TYPE 700 10/18/88 5 OF 14 AQ ANN% x �o 1 lat O W ., . Nt ).,.. A, , 4 4 t7, 1 x 4 \� 3s � St I' 4 i/ W O ED 0 12 Ern $w 7.50 o,-gag@a stk., 2 O os Z3D`oEO T. g1 ° o>v2a ^ :. 3r4 = 3 4 _ 3x5 — O ,0 2., in 3J1 = 3 4 y JS J1 ��TC 7-02-10 I 6-09-06 I 6-09-06 I 7-02-10III BC 9-05-12 I s o0 os I s-os-12 vic22.8 1 - 111 a Sigyo 2B-00-00 1v n 300 0 a�g �u2 TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 28'/0.1TES 999, CAMB= 0 1/8" 0 s o -qEg TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) �D - v 6c BCLL= 0.0 PSF BUTT CUT= 0 1/4" J 1= -1176 3.5 B �F_e, BCDL= 10.0 PSF J 5= -1176 3.5 -8 s o„° j TRUSS ENGINEERING CONFORMS TO UBC REPETITIVE INCR g$° 0 6 1001E kkr 2 TOP CHORD - CSR= 0.736 BOTTOM CHORD - CSR= 0.594--- WEBS - CSR= 0.262 6 E`g � 2X 4 1650E-1.5E M HF 2X 4 1650E-1.5E M HF 2X 4 NO 3 HEM FIR RyE D C 1= -1604 C 3= -1402 C 5= 1360 C 6= 917 C 7= 1360 W 1= -381 W 3= 592 ,.�^"`••11""',., OD -2 C 2= -1402 C 4= -1604 W 2= 592 W 4= -381 �'�p.. A. PELCO 0i' p ko`0~ �O.9 sv :i C �• PO1UI rn5 ?pdc (1C 1198� ggi 4n CTe6 V08. 25 JC8 886556 TYPE 1035 10/18/68 4X5 Ili PA C Z ,- 6 OF 14 Q �1 2 i� Z rE r� Ct W S; 3X4 i�i 4a �� `3y� 3X4 �� \I W 'p N W co m 5zx8 iIUu1L JU 3* 4 � 3 4 �� V �aD g'� �yr�V.3.1N 2w t. 4.00 1— 5?0$�0 ° oDra3^ 4-06-03 12 41x6 oo2a Q�oi 4,X6 J7 o�p8yg$ 1 Jl & Yht-gPcPa TC 112 4-11-11 4-06-03 I 4-06-03 4-06-03 I 4-06-03 I 4-11-11 12I LL _ BC 7-02-12 1 6-09-04 6-09-04 I 7-02-12 O6Q c _I H.2°go 28-00-00 a 2 8 0 TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 28'/0.62"= 543, CAMB= 0 3/8" a- 0 32-Q 8 TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) sr'`- 0 6C�� m� BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -1L&0 5.5 i��tt_TI BCDL= 10.0 PSF RGT BUTT= 0 1/4" J 7= -1: -.1 5.5 $ TRUSS ENGINEERING n 8 ° 7001 F CONFORMS TO UBC REPETITIVE INCR 5 r E 6 og2OgQ TOP CHORD - CSR= 0.761 BOTTOM CHORD - CSR= 0.760--- WEBS - CSR= 0.986 0 %E-°D 8 2X 4 1650E-1.5E M HF 2X 4 1650E-1.5E M HF 2X 4 NO 3 HEM FIR C 1= -3819 C 3= -2377 C 5= -3435 C 7= 3413 C 9= 2771 W 1= -340 W 4= 2231 W 7= -340 E 2 ?'2 o 2 C 2= -3435 C 4= -2377 C 6= -3819 C 8= 2771 C10= 3413 W 2= 527 W 5= -636 e U O W 3= -636 W 6= 527 9 kg 8 g 1. ALLOW FOR HORIZONTAL MOVEMENT AT ONE ENDOF /i6 ' ZHI WOE e ,, eat, P2 b1,03 ^ A g:=. 1a' �Eo-2,4gQ rrr?O % ' I- ,O l�Qr,� Q ��D1�o et, tes �(.>-' a,gi R?_2dX' i rTFr V08.25 J03 886556 TYPE 1199 10/18/88 41 , 4 ICI V 7 OF 14 PA Q Z Ai Psi Id o x x 4'W 9- 3x4 �� a 3=4 `�` oid 3 Pet '99 =i H rilli:r• III/ ��� W 'n 12 0 i 7.50 ]+4e 3+ 4 `�` me ¢ £°' "2w 25/e x2gogo m 4l'B — 1=4 �S`t$E2 500A00000000. r ` i CYy8 OD ✓w1 314 314 /-' - o s 3D&3 4.00 I_ L ~� DD£ �l, 12 12 J 5mts'S°`D° . ° - 0, ,n; • J8 00D—oin 41 x 5 -% 4-06-03 0,0 - J1 TC 112 1 4-11-11 1 4-06-03 1 4-06-03 4-06-03 1 4-06-03 f 19r: gobe'o BC 7-02-12 1 6-09-04 6-09-04 � 3-10-04 sq 12 2. 0 d . iII g i 02 IN 5g , 0 24-07-08 Ds HEI TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 2470.31"= 941, CAMB= 0 1/4" &43 0 0 0 TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) 0 wg_ BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -111 8 5.5 -8 c >oN' v BCDL= 10.0 PSF J 8= -1034 5.5 23 ii g TRUSS ENGINEERING gc 15 z 7001 G CONFORMS TO UGC REPETITIVE INCR s _ o TOP CHORD - CSR= 0.681 BOTTOM CHORD - CSR= 0.677--- WEBS - CSR= 0.718 o §< s 2X 4 1650E-1.5E M HF *EXCEPT* 2X 4 1650E-1.5E M HF 2X 4 NO 3 HEM FIR o D- o C 7 IS 2X 4 NO 3 HEM FIR C 8= 1096 C10= 2259 W 1= -340 W 4= 1623 W 7= 499 i`! 0 C 1= -3245 C 4= -1804 C 7= -51 C 9= 1771 C11= 2901 W 2= 527 W 5= -156 W 8= -1658 ��°°�ifiln�tt��� ` tg- !' C 2= -2862 C 5= -1789 W 3= -636 W 6= -302 43�P�� A. F°<Z ni 8$s o � C 3= -1804 C 6= 0 ,`:�2,G� of (r4 , O0"F`*., o -R g a•by 1.* BEARING AT JT 8 IS 1-01-08 ABOVE BEARING AT JT 1. ` �l. c. ? '0 4 „gg 2. ALLOW FOR HORIZONTAL MOVEMENT AT ONE END. .7 8 8 o GP f�f o ��O pEerO2g0o -. •�F TEgf Ze4� Dp�20n F 'et. o\ �o -9. .P21E§,R 'e SS/ oo - - g E 0 erg" ,s,..lOi111119U�`, IOa MIT 211988 g v °Q� Lett, v08.25 J03 885558 TYPE 699 10/18/88 4ia4 ICI ea 9 OF 14 g in t n! 0 W S: o« Z C 9 l•4 ICI � 9 =i " W rc�rt o $w 1 12 )111 _ ,.---•r ,kg go 0 7. 80 m off` .-5E m o s rno o rn� o - I:Pao! il o5rwwr,, ,8 p o-°°Ro 1 L `oo w283Prntno- 3x4 = 3K4 3x4 — J54 catgc J1 F 3°t" obe g. TC 112 1 7-02-10 I 6-09-06 I 4-10-00 ° 2 2`$ $ BC 9-05-12 I 9-04-04 g-gEg i2 11 18-10-00 ayDo r0 C D c 0 a o TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 18'/0.05"= 999, CAMB= 0 1/8" �°.z-E F TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) _a5° BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -d 74 3.5 $ ` ry goo ua BCDL= 10.0 PSF J 5= -790 3.5 c 8 TRUSS ENGINEERING ' ""'^ g kg °g 7001 I CONFORMS TO UBC REPETITIVE INCR �,�•`� lA. pEti, o CDs TOP CHORD - CSR= 0.645 BOTTOM CHORD - CSR= 0.507--- WEBS - CSR= 0.500 �+ $ ° o 2X 4 1650E-1.5E M HF *EXCEPT* 2X 4 1650E-1.5E M HF 2X 4 NO 3 HEM FIR 9 `_ $ C 4 IS 2X 4 NO 3 HEM FIR C 5= 299 C 6= 744 W 1= -381 W 2= 595 W 3= -620 g' • I. `o� oa g£ o 6 C 1= -877 C 3= 0 aoso1yoz C 2= -676 C 4= 154 N ? ! 2ooEg �r4o 1. ONE ROW OF LATERAL BRACING REQUIRED AT THE MID POINTS OF THE WEBS/CHORDS AS INDICATED ON THE DRAWING. G ,o ('; sQ his £o})( °1 P oo_-in E-rot o 4 ` �8P- P OCT 21. 19, g 3 CTCG V08.25 1 J03 886556 4 4 „ A ri TYPE 899 10/18/88 8 OF 14 ` Z , ,,i ! .t ifl a S1 Vrilli‘ of o y o 12oftitimmitimi 0 we w i 7.50 1x4 � p -- cCco gth le I ...00A11111111111111.- n'n �� oF°D$P opw2 3r • 4-06-03 o46g4 J1 t � 8 TC I12 4-11-11 ( 4-06-03 ( 4-06-03 4-10-00 oG,g2'o BC 7 02 12 ( 6-0 9-0 4 00112 18-10-00 as ° � �n'� O6qqo TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 18'/0.19"= 999, CAMB= 0 I/8" «<,�,,,, ° Fon TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) ,,•• i,_ A P,,,te �s. 4.0ti � BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -074 5.5 . E ra c 6 3 BCDL= 10.0 PSF J 6= -790 3.5 e'* TRUSS ENGINEERING € 2 2 °g- 7001 H CONFORMS TO UBC REPETITIVE INCR 2 n `.� °ED so F. l — ° ?i TOP CHORD - CSR= 0.543 BOTTOM CHORD - CSR= 0.534--- WEBS - CSR= 0.315 h qgg $� 2X 4 1650E-I.5E M HF *EXCEPT* 2X 4 1650E-1.5E M HF 2X 4 NO 3 HEM FIR = 7 0 &o C 5 IS 2X 4 NO 3 HEM FIR C 6= 0 C 7= 1379 C 8= 2022 W 1= -340 W 3= -636 W 5= 712 o u ti o 09 g `� C 1= -2262 C 3= -820 C 5= -742 W 2= 527 W 4= 570 T. #.:1 PFo73YEaE V�=ov� as o �z C 2= -1879 C 4= -820 .3 org= w _o 1.* BEARING AT JT 6 IS 3 00 op ABOVE BEARING AT JT 1• e4S/oN�l�►1D:, 61 r a$ „ I. ALLOW FOR HORIZONTAL MOVEMENT AT ONE END. isHgT OCT 2 UlfiUl CrEr V08.25 • JOB 888556 TYPE 799 10/18/88 10 OF 14 A a 14 riL Q a 12-00-07 Om pg "'� it 's 'a I 3x6lii 3x'5 = N /`i Wm dui �`'2 2 60 =i " /.' , W , rn w g' & gg0 12 - -- __ Dx°,_ BEp 3x4ii 7.sD g � ° al IL41 DCLL1 '� °'cip 'All INtl n F0 ° °r.°� 3,4 — cep_ 3, 4 — II III 3x8 — lx4 III >�ag2� F J1 J5 og'4 CTD -e° S-OG-02 7-04-10 = -13 +5` 0 8�1 TC 112 5-11-05 I � 'FOv°'i BC 5-05-06 I 7-05-06 �2,or °p '-I �Qcg� $ 18-10-00 € SIDE p cc'E4`$ Qs° TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 18'/0.04"= 999, CAMB= 0 1/8" $ TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) �`�,tIii. k. A. PEL ttt ,. hi o I BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -874 3.5 1" J 5= -790 3.5 - ��° g BCDL= 10.0 PSFI .` 41 of lilt CA o oa�£`� TRUSS ENGINEERING CONFORMS TO UBC REPETITIVE INCR ,E F 4& ,lily 8 3. Q s °E a, 7001 J TOP CHORD CSR= 0.802 BOTTOM CHORD CSR= 0.334 WEBS CSR= 0.422 g o�$ g 2X 4 1650E-1.5E M HF *EXCEPT* 2X 4 1650E-1.5E M HF 2X 4 NO 3 HEM FIR " °$ o g 6.$ C 4 IS 2X 4 NO 3 HEM FIR C 5= 0 C 6= 866 C 7= 866 W 1= 115 W 3= -106 O -. tp \. ci4i 3 a a° iki? C 1= -1021 C 3= -490 W 2= -451 W 4= 689 �` 4 V ` C2= 578C4= 718 t `4� ''fi4�SS ONAL tN- * .9 o o o o 1.* PURLINS REQ'D @ 30.0" O.C. ON C 3, UNLESS CHORDS ARE SHEATHED. Otttrratttttttt so5r.4`g 2. DIMENSION TO END OF EXTENDED TOP CHORD IS BASED ON A 1 PLY CORNER RAFTER AND 2X 4 JACKS (DESIGNED BY g o D'g g t- OTHERS). 9g: ®CT 21199E g.- 2 Litt V08.25 • J03 885555 � i ^ -FIFE 899 10/18/88 11 OF 14 � O2 Y gtW U if 2 ` I 10-00-07 Q Ill3x4 _ 3x4 = > 2 9 3x li i/ IC' %�2 W its 1"/S1 .1"1 Nc C s.g $- gco 0go §No _oe 7.50 Lx412 E F �.2�i — °$' aEppp o 0co � OOff�_ pppOO, HI; iS aso3 3x4 = t v. c2@o1 3x8 -. 3x4 = lx4 III %a$2V o 3x4 = JG P wSicz `o E'_- v° J1 D'°o�=o cop y� o 4-08-05 4-08-05 o � 4-11-OS 4 OG 02g� �F_� T L l 2 1 wo T o BC 9-04-10 4-09-01 s-1 go c r E-e - 18-10-00 >oE_ o TCLL= 25.0 PSF SPACING = 2 00 00 REACTIONS MIN L/DEF= 18'/0.05"= 999, CAME= 0 1/8" %%% A�fPE��44 ° s TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) ,,,A,AS.k' �10 is,,� 2 D 2 o BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -874 3.5 � '2 wR n. '"F 2 Eo ° BCDL= 10.0 PSF J 6= -790 3.5 Ic / :( t; `o r 8_£`, TRUSS ENGINEERING ,r. x a 7001 K CONFORMS TO UBC REPETITIVE INCR C£ 4� y , a`-' y oo TOP CHORD - CSR= 0.368 BOTTOM CHORD - CSR= 0.450--- WEBS - CSR= 0.352 ¢ . 0 1 `' w? o°�-eg°g *EXCEPT* 2X 4 1650E-1.5E M HF 2X 4 NO 3 HEM FIR o `` m ° 8 0 HF EFIR - Y _ m LL 2X 4 1650E-1.5E M _ 8= 1= _ 2 7 W 5 755 i t 2� o z C S IS 2X 4 NO 3 HEM FIR C 6= 0 C 7- 467 C 859 W _ 295 W 3 5 + A0 " 1gP ��,`� g 2 d c fi- W 2 95 W 4= -500 6 gg z C 1= -736 C 3- -467 C 5= -744 ♦ % 2 I' z C 2= -736 C 4= -467 i4 FS• O L ��� g_o c2 ,�6I1[t1111 IUkk,` v E o_b° -is 1.* PURLINS REQ'D @ 30.0" 0.C. ON C 3,C 4, UNLESS CHORDS ARE SHEATHED. °7_ _ c 2. DIMENSION TO END OF EXTENDED TOP CHORD IS BASED ON A 1 PLY CORNER RAFTER AND 2X 4 JACKS (pESIGNED BY (�((ll „2/§sg Qii OTHERS). U i3 g 211991 CTEG V08. 25 1 J03 886556P ' TYPE 799 10/21/88 t Z 12 OF 14 Rt Q i .i3 g�g 8-00-07 I%14 Si N I 24 3x6 2:- 1M4 III 3x5 = >a; za it, -s (r Ew 7NN � �c `go f � in Da o o g VoD.216 0o o 3-8g'D'Qa2 =o::: ::: D in d3r4 = li4 i 3x8 = 1x4 III gg884 I I +J5 + TC 1 12 7-05-06 C9 5-08-05 5-08-05 gaE Eo BC I 7-D4-10 I 5-09-01 ogle"e, ° F i 3Dg � a 18-10-00 - £--d2 TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 18'/0.05"= 999, CAME= 0 1/8" 2'O N ° TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) optnm;:r °gi BCDL= 10.0 PSF BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1=J 5= -790 3.5 ,``.p-T" A PEL�0,:lo I 6 G-p go TRUSS ENGINEERING ��•`G of .P 7001 L CONFORMS TO UBC REPETITIVE INCR :F Act; m r go 2±o TOP CHORD - CSR= 0.821 BOTTOM CHORD - CSR= 0.314- WEBS - CSR= 0.383 n>,' i ks`o 2X 4 1650E-1.5E M HF *EXCEPT* 2X 4 1650E-1.5E M HF 2X 4 NO 3 HEM FIR VD S£ ` C 4 IS 2X 4 NO 3 HEM FIR C 5= 0 C 6= 758 C 7= 758 W 1= 131 W 3= -361 w a`eF° `' °Di C 1= -895 C 3= -666 W 2= -120 W 4= 865 ° C 2= -666 C 4= 734 ' O T��10 &.$' b o4 I 1.* PURLINS REQ'D @ 30.0" O.C. ON C 2,C 3, UNLESS CHORDS ARE SHEATHED. t�43/4i /ONp1. ���e, 1°� Nd 2 2. DIMENSION TO END OF EXTENDED TOP CHORD IS BASED ON A 1 PLY CORNER RAFTER AND 2X 4 JACKS (DESIGNED BY ��4+/N111111U11 ;Ttapki _w OTHERS).3. PROVIDE ADEQUATE DRAINAGE TO PREVENT WATER PONDING. , b _ig e OCT 21 � tle rrrr, V08. 25 J 0 -a 886556 I sI TYPE 865 10/18/88 Z 13 OF 14 it ---L, r 4_ 25 - ® Q ci 2 8-00-07 CW x I I W , 3x8 ,� 3x8 �� NCaw �� 3 =2or . J. S Ni 12 ,4 -.� Lx4 AC- 7.50 ."Ern $w ��g ogo NIIIN i `1, ggk < e, m 0 oBEo E o' o 0 gi(5-,Q/'j�' C n. FLUSH FLUSH 3 a2 a2 az2 &k1 lire i I �'_.rili f 4zx6 = 11/2 , O$ 2 0§ P 4zxB _1 h 41x6 _ 4i x8 = 4i x6 = o �Do+3� Flil 91-Ii LS kikF2Pi g TC I12 3-10-14 I 3-02-07 I 7-09-06 II 3-02-07 j 3-10-14 12 j . . �- BC 7-00-09 I 7-10-14 7-00-09 Pa o s ad n c- du a 1 22-00-00 gni'"? o Q v TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 221/0.17"= 999, CAMB= 0 1/8" o o 2 r� TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) •„.,.ry„„• a+a=_ o l=R0 BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -2=c° 3.5 •,�E1. A, pE, `•. � F � BCDL= 10.0 PSF RGT BUTT= 0 1/4" J 6= -23. (c. 3.5 •d P �p •. 2t �� TRUSS ENGINEERING ` r - 1 7001 M CONFORMS TO UBC NO REPETITIVE INCR :'�:4 of i��' 1 `! gk r El g 2 TOP CHORD - CSR= 0.826 BOTTOM CHORD - CSR= 0.928--- WEBS - CSR= 0.474 ./j E- o 2X 4 1650E-1.5E M HF 2X 6 2400E-2.OE M DF 2X 4 NO 3 HEM FIR - I o ' `° C 1= -3731 C 3= -2995 C 5= -3731 C 6= 3164 C 7= 2995 C 8= 3164 W 1= -209 W 3= 0 W 5= -209 w - g P 0 E 2 C 2= 3532 C 4= 3532 W 2= 1072 W 4= 1072 d ,,, > �t ° F %L1, .ec ITERFo ��.e.•., 1Ii!Ii 1.* PURLINS REQ'D @ 30.0" O.C. ON C 3, UNLESS CHORDS ARE SHEATHED. `2.* NOTE THE ROTATED PLATES AT THE HEEL(S). lamina-3. ONE ROW OF LATERAL BRACING REQUIRED AT THE MID POINTS OF THE WEBS/CHORDS AS INDICATED ON THE DRAWING.4. DIMENSION TO END OF EXTENDED TOP CHORD IS BASED ON A 1 PLY, 2X 6 CORNER RAFTER (DESIGNED BY OTHERS). '8' 5. ADDITIONAL UNIFORM LOADS: C 3= -25.0 PSF, C 6= 15.0 PSF, C 7= 91.0 PSF, C 8= 15.0 PSF. G a v v 6. ADDITIONAL CONCENTRATED LOADS: J 3= 641.0 LB, J 4= 641.0 LB. 7. THE CONNECTIONS AND/OR MEANS OF SUPPORT (DESIGNED BY OTHERS) FOR THE ADDITIONAL LOADS SHOWN ABOVE ARE THE ' 2-9 o� RESPONSIBILITY OF CONTRACTOR AND/OR BLDG. DESIGNER AND MUST BE MADE WITHOUT DAMAGE OR ALTERATION TO TRUSS. is _° OCT 211988 8�- yy C. Z Q Dl�O�F Vr Ig -R dE • CTEG V08.25 J03 886556 TYPE 884 10/18/88 A et I : ^ a 14 OF 14 s' "/� Cti W v 10-00-07 I )11 I I I XW 3x6 .1i 1,4 III 3x6 '' we , � L i o,�wg c2w5 Man 12 = 22113E ou, 7.50 BQ 5v° 0y.� col ° CO-= oi3n 3.4 — l, 4 III 3Y4 3, 8 = Ix III J5 4 ticOP � age, ° oo i?Q NV° 7-01-05 3-10-11 3-10-11 7-01-05 oD- vE 8C 12L 7-00-09 3-11-07 3-11-07 7-00-09 ✓I .:10jJ, .i 2-8 Eno Eo02 22-00-00 � �g� g TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 22'/0.07"= 999, CAMB= 0 1/8" M E ,js TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) "���,���,,,��� ° - E _ v BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -1,0A 3,5 atcy��j A. Pr,r. 8 oD§2 2 c BCDL= 10.0 PSF RGT BUTT= 0 1/4" J 5= 9 a 3.5 6 \2 O .C. ` Eio `o g TRUSS ENGINEERING CONFORMS TO UBC REPETITIVE INCR ��� /• - C_ o go m 7001 N "D TOP CHORD - CSR= 0.808 BOTTOM CHORD - CSR= 0.335--- WEBS - CSR= 0.101 h e' T�'` - E of o w gz 2X 4 1650E-1.5E M HF 2X 4 NO 3 HEM FIR r ks 1 2�c �$ V0 2X 4 1650E-1.2E M HF W 1= 110 W 3= -243 W 5= 109 C 1= 1172 C 3= 1129 C 5= 994 C 1= 994 W 2= 209 W 4= 209 I. A �V�r` 3 s a o air C 2= -1129 C 4= -1172 C 6= 994 C 8= 994 1.' PURLINS REQ'D @ 30.0" O.C. ON C 2,C 3, UNLESS CHORDS ARE SHEATHED. ,+PO " o �� Q Ez_ 2. DIMENSION TO END OF EXTENDED TOP CHORD IS BASED ON A 1 PLY, 2X 6 CORNER RAFTER (DESIGNED BY OTHERS). ++4�i,f, E Os, p o o=d ° ra�1 jjjJ A` fl' ,E°,2 2-42€P OCT 211989 ernthpir ------- -- -- T 'in ) I • I 601 Symbols Numbering T General PLATE LOCATION System Notes., Center plate on joint unless dimensionshwe. indicate men i otherwise. Dimensions are 1.5& in inches. Apply plates to both sides of truss and securely seat 1. Provide copies of this truss design to the PLATE ORIENTATION J2 J3 J4 building designer and erection supervisor. This symbol indicates the TOP CHORDS 2. Cut members to bear tightly against each required direction of slots in C] C) other. connector plates. o WEBS JS 3. Place plates on each face of truss at each re o o joint and seat securely.Avoid knots and wane �� ¢ at joint locations. PLATE SIZE a O �5 ° 4. Locate chord splices at IA panel length (±6") The first dimension is the " U 4 z X 4 width perpendicular to 1- a from adjacent joint. slots Second dimension is Cs C] C6 I- 5. Unless otherwise noted, moisture content of the length parallel to slots. BOTTOM CHORDS lumber shall not exceed 19% at time of J1 J8 J7 J6 fabrication. DIMENSIONS JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 6. Unless specifically noted, this design is not 1 Dimensions shown as AROUND THE TRUSS STARTING AT THE LOWEST JOINT applicable for use with fire retardant or 8-07-05 8-07-05 indicate FARTHEST TO THE LEFT. preservative treated lumber. FT-IN-16th, (i.e. 7. Top chords must be sheathed throughout or WEDS ARE NUMBERED FROM LEFT TO RIGHT.8-7 5/16"). If panel is purlins provided at prescribed spacing. 104 short, dimensions could be 8. Bottom chords require lateral bracing at 10ft. shown in inches only, (i e. spacing if no ceiling is installed unless 10 11/16"). otherwise rioted. CONNECTOR PLATE CODE APPROVALS: 9. Anchorage and/or tie-in components are the responsibility of others unless shown. LOADS 10. Do not stack construction materials on floor ^ Additional uniform load of BOCA 84-31 or roof that induces loading on truss greater 5p $ 50 psf applied on this HUD/FHA TCD 17 06 than design loads. panel, on this chord. SEB 1031 CO 1591, 3907 11. Do not cut or alter truss without prior Additional concentrated SBCCI 8496 approval of a professional engineer. 1670 load of 1670 lbs.applied WISC/DILHR 840034-N, 820602 12. Building designer is responsible to insure at this joint in direction of that loading shown hereon is applicable to arrow. building site. 13. Care should be exercised in handling, LATERAL BRACING erection, and installation of trusses. Indicates location of400, 14. Camber is a non-structural consideration required continuous lateral and is the responsibility of truss fabricator. bracing. General practice is to camber for dead load deflection. BEARING 15. Plate type, size and location dimensions indicates location of joints NYDROAIfl• shown indicate minimum plate requirements. • is'4 at which bearings ll� (supports) occur. vo Box zsw,sr Louis.misswnwnzr(eoo)azs e075ul314l mzo+zz @1985 Hydro-Air Engineering, Inc. TRUSS ENGINEERING,INC 322 Rowland Rd. Sedro-Woolley,WA 98284 3o" I -rY P l - f • Bracing required at 30"O.C. on top chord of all flat top hips. NAIL 2-ply hip truss together as follows: 12" O.C. all members. Behind ledger on bottom chord increase nailing to 6"O.C. ;sJ 'I i f - - _ — --- ___ ‘ •v, . es 22.141 50 SHEETS Id'. ' 4 ./ \,....... 4I1 . 22-142 100 SHEETS . "1' 22-144 200 SHEETS , . . i . ...aj • H : I 7----ra 2.8 .-0 47-13 10 .„- -I ! I • r :. . I • 1 1 P 1 i ' i i : ; 1 ' . : . c'.. cle CC v G .1 co ,•• , . . I 7 Sn••10e-0 • , ; • , ; r • •• P : : • • , . . , I : s„,-- \ 0 . . , . . , , .. c.,.e -..nvs. . • .r, ..,-,.. . . . P . ' . . . . . . .. . ...... 1- 1 i < 7- ,. , .-'•., . - • - . -- ,%I-4o , .. . ! -: -4,_ • .. . .. . ...._ .. . . . , .. . . I, • I . r ! . 1 I I ! : r , '•:P - --..,. i . - • • ! . . . t -• -- r- -I'"I 'I' - - '- I- , , ' •I ' : I, ' , -AJ : i I 7 ‘. . . ' , , . / gl , . . ' . . . . 4/ 1 ' 1 J. . / . . • r ; . , 1 • - , . / . , 1-I-- 3 • , 7—, ) r / ae+01-kio• SIIIIIIIIMMIVAllk ' I- ' 1 i : : • •. : 7 , . • ,tool . . 0 - 10 , -; -, • 1 : , . P . ; : 1 ' • / : ; .. ' ! • ! , ' • - - , i . . . -_ .1..- . .. -— . , . I --/- I I , 1 1 , ' I 1 , . . , I 1 • - . • - ; ' , ; , . , , 1 r , ' _, . . . ' I I • i h I r • . . . . . •. • , • . .. , I : • ; . , , • . • . . , . , / • • ' • : • : . , , 1 , , • • , , , I , .. . 1 ; 1 / , ...1 V ; r , P : ; ' , • , ' 11 ' 1 : 1 : : . • P . • : . , • 1 : : p • : 1 • _ , ! • P , ; 1 , 1 : 1 ! , ; •• i I • : : 1 , ! 1 ' , ! , -• 1 , ! I 1 t i TRUSS ENGINEERING, __ 11 WA9 INCihi4 ' + - I _ '", __ _ _-.. 322~!Rowla Rd. ,r. nd Sedro Wboiteyr; 82rr ' i { I — I -- _ - /_ - , / j ►L1 r r- - I -Z '_ � I i - - Z _� y CyZfCO aN l3s � 1 _I`_ I K I -,1 + -I, Z' —I 2 F _ 1 r1i. --r Th I y �YV1 S-j-1.O '�oTTB-'hk - Ij j'�-? (AeK -I 1 I I II I .I , I I t- ! r - FEZ ' 1 1 III- 1 -- - - i - - - - - - -- - - - �/ - - - -- - -- --- - �-- SITS . i 'T'I WS e 1 I I —L— .0e`^L r I I 1 I l � /.tf; ; tom I I I t - • -1-' I --L--- 1 .; . . . 11 —I 7 — C .\`U.1 I U N — This card must be posted in a conspicuous place on the premi,es. fIl INSULATION CERTIFICATION mIS IS TO CERTIFY THAT, IN CONFORMANCE WITH THE CURRENT THERMAL PERFORMANCE STANDARDS (REVISED CODE OP WASHINGTON, TITLE 19.27, STATE OF WASHINOTON'1_AND APPROVED PLANS, INSUL' r'Uri HAS DEEN INSTALLED IN THE BUILDING Lnr.A'r ED AT: ADDRESS Of PROPERTY nr.DG, rcrtMlT' HO. Vapor barrier at 4 mil polyethylene or equivalent must be installed in crawl space. P/estherstriping, caulking, gasketing and/or other treatment to prevent air leakage must be I—,=Ilcd aroi,nd all exterior openings. .ROOFS • Type of Material ' Manufacturer Thickness Ft Value"____.____ (Or trade name) EXTERIOR WALL S/ • "Type of Material "1' SssxjjOr.A..43 Manufacturer r�,vQ.tQ_ Thickness (p 07j, R Value" )q CEILINGS Q (Or trade name) BATTS: ` Type of Material „g.a�q Q 1 I Manufacturer tit a �,...a�,(t° , Thickness 1O r� R Value" 7?6 p (I (Or trade name) d'/}p Sq, Ft. Covereded ! ,/ BLOWN:o .Matador f- �eJ: 9s_.—e-._.0 el^ - T/.5/� Type al Materld Manufacturer ry.pa�.p s� � Thickness Jot�Y No, Bags r (Or trade name) Wt./Bag q, Ft. Covered R Value" ZO FLOORS Type of Material Manufacturer Thickness Ft Value" (Or trade name) SLAB .ON GRADE Tys a of Material Manufacturer 'Thickness R Value" (Or trade name) lWdth of Insulation Inches • li FOUNDATION WALLS (if required) 'type of Material Manufacturer Thickness R Value" (Or trade name) •DUCT AND/OR PIPE INSULATION 'Iyp1 of Material Manufacturer Thickness R Value" ,Dental Contractor (Builder) Contractor's Registration Number Sy Title Date �` Bub'oon!raaro, ;Insulation APPIIulorl CIIILI tyrv�Sie lr�- .��Ct`5_ Contractor's Registration Number •±))ask r,1� 51(1''3 /t'A insulation, ,Maaso�nry, etc.) �Statatte''SAME'' if same as General Contractor) • ey4 U/j4,/ 2, J�-�""v Title �/�-�'> Date a /5 P9 'Revised Code of Washington • Thermal Performance Standards, declares: Upon completion of the installation of insulation, a card certifying that the Insulation has been installed In conformance with the requirements of this 1077 amendatory act shall be completed and signed by the builder Of Insulation applicator. For this purpose, any certification card which contains all the essential data may be used. The Insulation compliance card shall indicate the "R" value of insulation (material only) installed in the ceilings, walls, floors, on the perimeter, and ducts. When loose fill Insulation Is used the card shall show the square footage and the number and weight of bags installed to obtain the"R" value listed.The card must be posted at a conspicuous location within the building and will indicate the installation date. • tp Vllut (lhllmu itulit1nN1 mural the miiturt hom the 1ultunet oft material or building component to Ilia pitwgt DI hilt.The minim, Vllut IRI of malt type Insulation shell be for the material only,"R"values shall be as listed in the current ASHRAE Handbook of Fundamentals, .or as jetted In accordance with current applicable standards. pa certification of occupancy or similar certification that a, newly,constructed apartment house three stories or less in height, home, or other residential dwelling Is habitable shall be issued by such a building department unless the structure at least satisfies the minimum energy 'mutation 'standards established pursuant to this chapter, RIP] ABLE ENGINEERING CO. roe N gg I 2701 C COMMERCIAL AVE. • +. P.O. BOX 84 I PAGI 1 OF 3 ANACORTE8. WA _ ;a nU S Thu cT ur2AL CAL COLA-Ts0gs Fog, Po2T(oN oC "R e,s r D F..a ct Fos. RG X, 4 B AIZBAQA N1 c C L EACz'C AT 4901 MAc8Ett4 -DR( V6 ( CLINE ANAC..WW(ZTTE% , WA. 2 stoQ'r cowX F=2A\Me ST2.UCTOP-e- 4Pts W/RIDou) t. oo Wes— ttDG ia2a.A4--tCEb Tv "PR.,6CWPE Uot.MAL_ IATEeAL-- sRACdNfi Or \'V T (Ai ALL_ , o6Jrc-r rS 'Tt7 £€AVEL.cP ADE,QUAYa LATE 441.L— e RACANG Pore_ W. v1/P‘LL , VPP6€ Low&L; t ,GoALL uPR , UBC l98 5'^ ASPLICt , SOMPH w,t.1D , 5E( sMIC- Ot4& 3 (a c PoSu.E„ C-") ALL CA CULATIofrIS (2€QUr�EME1-1TS ReFs to Dt2,AWIP4c6 �i GLEtJ A. DAVISotJ DeArtI146 4DssIEA! • EJ2.tnc,6 , P4TED 4P't z3 , i9kb' Rss(DEuc& Rat : gay, 4 i' AebAa.A Me_CLeAeY , ANAcOCtss , WA, " Desk N WIND PRLtsSu2E. - ' Cc C& vs T wHcJzS Ce = 1 ,2 Ct. = to 3402120NrA,L ' 1PROJEcTED At2ea MerFiou) q_5 = (1 (2sF 0,2)( 1, 3)(1- ) N z.t. s'z Psr d pia SEE BoTToM or PAC; 3 FoR_ 3vMMA2Y EJOB N $S(. g• I PAGE 2. OF 3 Car4Si Dee wr N D NG or %. 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Is.......,....„,„— , .1 7 y �6o W � � .�" S„ s10+ o Coat+!- 36.frs'e �'. ,n, al s � �a N �.Aq�e j ( t ;;p we. ,A Y 6 ` Cityof Anacortes Invoice/Permit#: BLD-2017-0175 904 6th Street Applied date: 04/05/2017 P.O.Box 547 Issue date: 04/05/2017 { °= i Anacortes, WA 98221-0547 Expire date: 10/02/2018 (360) 293-1901 Job Address: 4909 MACBETH DR Permit Type: Mechanical Permit ANACORTES WA 98221-3025 Project: APN: P59776 Remarks: Replace water heater with like kind Owner: MICHAEL CAVANAUGH Contractor: FOSS HEATING AND COOLING Address: 4909 MACBETH DR Address: 333 E BLACKBURN RD ANACORTES WA 98221-3025 MOUNT VERNON WA 98273-9006 Phone: Phone: (360)336-1517 License#: FOSSHCI983QA General Information: Fees: #of Gas Water Heaters 1 Mechanical Permit Fees 34.15 Total Calculated: 34.15 Deposits/Receipts: 0.00 Total Due: 34.15 O -r., Q n 0 -r} r' Q '-- it. 1-4• a a I t•J a Z m 1,} 0, f.. S. =A Q I I+}0 to rh c) r+ -4 71 Q r• 2 C1 Q W 0 a O U} Q a 44 a 0 r- 04 cm ci 44 = -J +4 a .t m a 44 r .. 3 D VI 74 m -i - o iE T n l-+ !+. to ▪ .. a+ Q EU i . i4 H•. x} m r- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN▪ 80 DA , It,I ' CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I :COMMENCAD= !1? HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVt_SIOle OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR :iI0,�I, ttiP,� GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER,4T E LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. --1 -4 r 1-1 X r+ w.S G SIGNATURE OF OWNER OR AUTHORIZED AGENT BY/ ' City City of Anacortes Permit#: BLD-2012-0232 N _ 904 6th Street Issue date: 07/09/2012 .. $, POBox 547 Expire date: 01/05/2014 ,: Anacortes, WA 98221-0547 P `b 'ate' '., (360) 293-1901 Job Address: 4909 MACBETH DR Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-3025 Project: APN: P59776 Remarks: Replace upper and lower decks,re-side house with hardiplank and replace 3 windows. Owner: MICHAEL&SUSAN CAVANAUGH Contractor: STRETT DAWSON CONSTRUCTION SERVICES Address: 4909 MACBETH DR Address: PO BOX 1905 ANACORTES WA 98221-3025 ANACORTES WA 98221-6905 Phone: Phone: (360)708-7304 License#: General Information: Fees: i Building Valuation 35000 Building Permit Fee 397.00 Plan Review Fee 140.08 State Building Code Fee 4.50 i Total Calculated: 541.58 Deposits/Receipts: 0.00 Total Due: 541.58 fo- -s ,- zo a> 4y p 0 0 0 G h,? iff so - r Q THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR jI a CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED,0 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND 'CORRECT. ALL 5 PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OW— NOT,THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. *sa 4_6/44444.. 4,),/ SIGN T�OWNER OR AUTHORIZED AGENT ISSUED BY