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HomeMy WebLinkAboutPermit File 4208 Clyde Way 1029303-2 0047 10/21/2010 001 9 Permit Fees 008865 $195.75 rGZT Y O . City of Anacortes Permit#: BLD-2010-0427 $ 904 6th Street Issue date: 10/21/2010 P.O.Box 547 0 Anacortes, WA 98221-0547 Expire date: 04/18/2012 ;r'fr ,w, Job Address: 4208 CLYDE WAY Permit Type: Reroof Single Family Residence ANACORTES WA 98221-3242 Project: APN: P59997 Remarks: Re-roof SFR Owner: MELH MIRIAM Contractor: SAVAGE ROOFING INC Address: 4208 CLYDE WAY Address: PO BOX 336 ANACORTES WA 98221-3242 ANACORTES WA 98221-0336 Phone: Phone: (360)293-2021 License#: General Information: Fees: Building Valuation 13231 Building Permit Fee 191.25 State Building Code Fee 4.50 Total Calculated: 195.75 Deposits/Receipts: 0.00 Total Due: 195.75 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR 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. SIGN �/ RE OF 0 NER OR AUTHORIZED AGENT ISSUED B U„IT oA Re-Roof Building Permit Application City of Anacortes Building Department P.O. Box 547 Anacortes,WA 98221 Phone No.: 360-293-1901 FAX: 360.293.1938 Type of Permit:(check one) fX Residential ❑Commercial Project Address: yd (iv A'a Parcel ID# Owner: N\ k AM H Phone Number: S c 7 33 Address: Q C Lj l3E:("Netlity: A C u2i-ES State: 't Zip Code: cJ g Contractor: P V'A Phone Number: 6h 3 a 60/ . Address: oao 0(_(0 IN 'City: 4,vAC0 2 I-6S State: Zip Code: Contractor's License Number: soy A ,, I i l y Po Expiration: 1 0 131110 Type of Roofing: C,0 Number of Layers: 1 Number of Squares: L Z. v Class of Roofng:74A ❑B DC Installing or replacing sheeting: '7/I US Work Scheduled to Begin: 1 01a0i I 0 Work Scheduled to End: / / Z3/1 C) The following is required for NON-Residential Buildings: ❑ All Non-Residential projects will require a site visit prior to the issuance of the permit for obvious signs of fatigue,condition of existing roofing and number of existing layers. ❑ Two copies of the installation specifications and U.L. listed roof assembly. ❑ Building square footage: ❑ Occupancy Group Office Retail Church Restaurant School Project Valuation:$ 1 3 , 2_3 1 I hereby certify the above information is correct and that the construction on,and the occupancy and the use of the above described property will be accordance with the laws, rules and regulations of the State of Washington. The applicant will be responsible for providing a method of safely accessing roof for inspection. A final inspection and ap royal shall be obtained when the re-roofing is complete. ---___ ) 1 a 6l Signature Date Revised September 11,2008 �.t Y o CITY OF ANACORTES WASHINGTON N ycoc c`' BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): 77— D CIA Q- 1 rks- N. Q , , i�Q S711'�kJ/`>CS'- Located At L.3t . ) 1, ,U-dr.k Q.. rkc.� .AJ STREE At NUMBER Owner: L"-.A1••(1)-Q.:.a \ •.�- i l.r i�afi ILb Constructed By• C1-t..�rvun OWNER OR CONTRACTOR (Bldg.Permit# �!.' rI—I Date Of Issue: \ _5:1) Occ.Group: f: > Use Zone: W.( , Has Been Inspected And Occupancy Is Hereby Authorized, This Day Of `LA •- 19OO , A Hd RI ING OFFICIAL " SEE REVERSE SIDE FOR SP C/AL REQUIREMENTS. icose CITY OF-ANACORTES . BLDG. CS. PLUMBING Ei'1 MECHANICAL i< PERMIT iir„sr, '7 4 • Telephone 293-1901 ,� --IA Q t y Ammons.,WA Date19 / PERMISSION IS HEREBY GRANTEDfTO: OWNER 7 ./=i'AA'771 `r JL±',4'/V/: �.4 , f` fft.00 STREET J(� .4 p� (� ADDRESS Z/"" ' L c- Pa: WfI/le ' � ' � ',J � Location where work is to bE done 1 CONTRACTOR 2— TO ERECT Cg INSTALL ❑ OR REPAIR D IN THE FOLLOWING MANNER: S/.</(sl&' Jed let( -k e S/l2t,+2//is . .c-2 I..,.ivc SYP.:/O/ 7!G!J' 4 CS- PERMIT EXPIRES ONE YEAR FROM DATE ISSUED PLANS FOR CONSTRUCTION WERE NOT ❑WERE jSUBMITTED WORK TO BE DONE BY OWNER CONTRACTOR ❑ RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: F TYPE APPROXIMATE VALUE PFAMR'FEES OF WORK kState Building Code Surcharge 3 )t) State Energy Study Surcharge !; CJ O Building 77;1°). _ joy UO Plumbing and W.S. r 27 < Mechanical ti a17 co Plan Check Fee y)— CU S 'aid )7t7. r ram . /27 Gcs TOTAL i // t3 so LEGAL DESCRIPTION �.,7 6 6 c-//)'Z t> 0/L! /0 CITY INSPECTOR r SITINSPECTION CHECKLIST Q /CV t Address: 4»6 c/J,o _ `,`) a • Permit No.:6;274/ Date: 6T n c9f /Zone: el, Owner: XQnn•P ie 14,o n/ zAar Contractor: d2z e'r • J Legal Description: /p/z 1)/ i /O sly jibe. Variances: 114-T-7 vo Occupancy Group: le-3 Construction Type: V A/ Energy Code: (h. 6 _Ch. 4 FINAL INSPECTION ✓✓✓'''I.�_nsulation Cert: o House Numbers : 25A (water Pressure: it Site drainage: pk Insul .--Crawl Space: Attic: p Crawl Space Vapor Barrier: Garage/house door: 14 D.W. air gap: ck Traps: Exh. Duct dampers: e+/ , I Smoke Detectors : d Safety Glass: EX_ pr�(�J Guard rails: G YHand rails: a ripe_ C7�"- Bedroom windows : 24 • Sewer Inspected: Curb cut inspected:/ Water heater: Strap: T & P drain: a4 - Sewer rec-t. : Date: Dryer vent: Wood stove: v_ie- No 1 L. Vfl- •t;h-I° 0-1 -9 n '�iZ' _r OR-DER NO. -7608 TRUSS ENGINEERING, INC. a 322 Rowland Road ROOF TRUSS MFG. Sedro Woolley, WA 98284 IlE DATE 3-16-85 Phone (206) 856-1850 SOLD TO cAsc& c I.,r,.,eco- to. - q-rt\ DELIVER TO aos C.L-ID€ win ADDRESS foFc,o.cri sk-r(..r.c. Phone BB No TAIL CUT Or, TO 24,-r• BC tv. LOADING S rfl SPACING 2'+ BEARING 2rcb HEEL IA- DELIVERY at/ GRD. / W.C.) '). SPAN PITCH left TAIL right DESCRIPTION NO. UNIT PRICE AMOUNT / 38-0 '41- v+ in 1+-1 se= 9'-0 I 33-0 1�i1- 2v 724 H-1- CTE` Z''o I 3$-0 "hi, yy yq 0-2 ( TF = 't'-o) I 38-0 -1/z- 21.1. o s-'+ (TE = b'-o) stye 10I-y.Wit Rr I 3e-0 -Y/2- Z`t ft-5- cnaoru s6 -- Ib'-0 Sru6 ror-4-V9r" ar 1 38-0 _'�rz 1w o a-6 (3'c' ,-1-0 1 Post- TO s PPocC Pa MC') Sr,B ,o'-i-4t' kr Ir 38'0 In- tit 0 Aar" srve ,o'-4+10b4 fir 2 38-0 -flit. y+ o kV Ave4 c -o a /� ( I 38-0 "b. LEI 0 +I-b (yam= 21-c, , taw 'fo So moos R-1DUc) s-,vC 4'-o KT I 38-0 7n-. 24 24 14-C Cnf!D04.. S6= Ibr-o 1 38-o 'In- 2-y v4 11-4' r 38-0 -Au y.l vt Ft-3 I S8-0 %/12_ a,, .01 N-L I 38-0 1/,2 l.V 24 4-1 Se e 8'-0 2%( ) discount if paid by TOTAL DELIVERED If discount is taken then total is Rpw� dR°NP g4 ar g82 // C7►� raso %% C. 1� Phone `2p61 G►���ERMN .��VSS P CROSS v,�., R 10 reapr • OSt0 R NQ eAo Pa\NG ',x "" NSa'-1� No' kiNAj p 43, DOS cAScA�E WM r�ppG\\yC' iS .IPPOG ° s.,o pESGa\PS\Ort OkS gOZSSS fk BG/ .' TG/ht ?pone 'teat.Go'( i iett iii c ' WIWI° 41 4 i c ecA< R r 1 1 I S aar. . _ coo SI ' 5 ISO * ft> Ps% o� s �� © ti se, 0age a`, ash- w.e i � reersart eHD q 011011a0 co 0-te° CS 1001,0 OS. 0111 ,r � 0'�, \t by disGou pa`a\\s SentIlen r � \t dis pEOVEasp /• TRUSS ENG1NEI- P)HG, INCC cTEG T 322 RL, .::,:J <'. JOB 884355 ., �z Sedro Woolley, V A 98284. t 25 41 4 25 4 4 25 4 4 25 TYPE 126`4 8/ 2/88, /� �. a 1 OF 10, [ I QO 8-01-IS 3xq = lx4 M 3x4 = 5zx10 Y S5 Q >91 x �)- W v 12 3 A 5}xlo%% 3:7iP .=� s �Z o 7.00 1 Z s V It CVW I 14 FLUSH FLUSH a We C I if 'Erg, 8W u o e 2Vs 5,x6 - i 5=x6 = 23� i; f Ern o'Q 5118 - 224 III MPG = Mixg -= Mike - 2x4 lit � x8 = � �� El y y ' J7 6tgEhn 15 1 toe 143 l43 108 fIS Y -N2Fg TC 118 7-00-12 ) 5-10-12 I 6-00-08 I 6-00-08 I 5-10-12 I 7-00-12 I18 I $$a W BC 6-11-15 I 5-11-09 5-11-09 I 6-11-15 I u8 Q0$~o 4 71 S8ro'3�n 38-00-00 gr a p53 TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 38'/0.64"= 713, CAMB= 0 3/8" cg r XgX TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(1N) 20 GA. PT PLATES 169 PSI GRS (MAX) S BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -5154 3.5 16 GA. PTH PLATES 136 PSI GRS (MAX) 21 ,- BCDL= 10.0 PSF RGT BUTT= 0 1/4" J 7= -5154 3.5 ** SEE NOTE ON MULTI-PLY ** € g r=S c TRUSS ENGINEERING _gg -� 6624 A CONFORMS TO UBC NO REPETITIVE INCR toil S TOP CHORD - CSR= 0.881----- --- BOTTOM CHORD - CSR= 0.723--- WEBS - CSR= 0.560 *�' o_ A• PE'[lllll l*p" ` --F'-a 3 2X 4 2400E-2.OE M DF 2X 6 2400E-2.OE M DF 2X 4 NO 3 HEM FIR *EXCEPT* 4,,P Cy,... -0D o th,�- C 1= -9309 C 3=-13152 C 5=-11750 C 7= 8041 C 9= 11750 C11= 8041 W 2 IS 2X 4 NO 2 HEM FIR �4,.. ark x'.A-s�� -... 1 o., t5s 6-qa frN C 2=-11750 C 4=-13152 C 6= -9309 C 8= 8041 C10= 11750 C12= 8041 W 8 IS 2X 4 NO 2 HEM FIR Pk 41, j .1 /t1_R :6,,,' STEP DOWN LUMBER STEP DOWN LUMBER W 1= 864 W 4= 1102 W 7= -1049 C / zap C 2- 5 2X 4 1650E-1.5E M HF C 7 8 2X 6 1800E-1.6E M DF W 2= 4564 W 5= -84 W 8= 4564 �F '+ 2 P€go g.2 C11,12 2X 6 1800E-1.6E M OF W 3= -1049 W 6= 1702 W 9= 864 S:OF '.4 m c.-�"§ 1. TWO PLIES MUST BE SECURELY FASTENED TOGETHER TO ACT AS A UNIT. �A� 6 ���0 �2� 2`0 2.* PURLINS REQ'D @ 30.0" O.C. ON C 2 C 3,C 4,C 5, UNLESS CHORDS ARE SHEATHED. Oz. s G �• 3.* NOTE THE ROTATED PLATES AT THE HEEL(S). F' a g E 4. DIMENSION TO END OF EXTENDED TOP CHORD IS BASED ON A 1 PLY, 2X 6 CORNER RAFTER (DESIGNED BY OTHERS). ����i �QN,�i;,►O4js o 5. ADDITIONAL UNIFORM LOADS: C 2= -25.0 PSF C 3= -25.0 PSF C 4= -25.0 PSF, C 5= -25.0 PSF, 8-0- E.c C 7= 15.0 PSF, C 8= 108.0 PSF C 9= 143.0 PSF, C10= 143.0 PSF, C11= 108.0 PSF, C12= 15.0 PSF. - "$f i l dd Dz 6. ADDITIONAL CONCENTRATED LOADS: J 2= 897.0 LB, J 6= 897.0 LB. a,F- -lit o • 7. THE CONNECTIONS AND/OR MEANS OF SUPPORT (DESIGNED BY OTHERS) FOR THE ADDITIONAL LOADS SHOWN ABOVE ARE THE I. m5 sib RESPONSIBILITY OF CONTRACTOR AND/OR BLDG. DESIGNER AND MUST BE MADE. WITHOUT DAMAGE OR ALTERATION TO TRUSS. t gg 8. ALL PLATES ARE PT PLATES UNLESS OTHERWISE INDICATED. tt�80 • AUG 021988 4g.D u. Dlb B. fit • CTEG TRUSS ENGINEERINGv f?S ' HOB 884355 322 Rowland Rd. it TYPE 1465 8/ 2/88 Sedro Woolley, WA 98284 Z c 2 OF 10 Qi � EXTE]dSowl SuQPORiE� �t o m c- I 12-00-07 15 F"1 (me-wePI 1,4F-ref� �� W =' /o-oo-�! W " Z 3 41s8 ii I 3i4 = 1 114 III 3x4 = 41x8 =i ; 9 3.4 = W x S Ix4 ii 7.00 1 4 � e £a .07 gfa06 �eE "� 0 E� rnno ow 3 4m �. 11/2 �� 11/z g.4z 8 gaP° r , 4fx6 = 3x4 = 3x4 = 318 = 3x4 = 3x4 = 4 ■6 = Pi,As' J1 J9 191 Sg? $~o TC 118 13-092 6-11-15 3-09 1 5-11-090012 I 6-00-OS I 6-00-08 I 5-10-12 1 09 13-03 691I13159-02 118 I It D_�t8vka `f I. I II ft l 38-00-00 i 21 -3_ TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 38'/0.53"= 863, CAMB= 0 1/4" o e ° TCDLa 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) . oll BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -1(992 3.5 1r $ BCDL= 10.0 PSF RGT BUTT= 0 1/4" J 9= -14,92_ 3.5 ,��atpAlrP ffff - `o�gQ-et TRUSS ENGINEERING CONFORMS TO UBC REPETITIVE INCR ��POV Co,fri. �_° k,—, 6624 B CA TOP CHORD - CSR= 0.944----- --- BOTTOM CHORD - CSR= 0.695--- WEBS - CSR= 0.570 C�v,2 We W�svilk% ' . -1° 2X 4 1650E-1.5E M HF 2X 4 1650E-1.5E M HF 2X 4 NO 3 HEM FIR 4 x � C 1= -2786 C 4= -3637 C 7= -2571 C 9= 2407 C11= 3269 C13= 2221 W 1= -221 W 5= 446 W 9= 1289 an C 2= -2571 C 5= -3637 C 8= -2786 C10= 2221 C12= 3269 C14= 2407 W 2= 249 W 6= -386 W10= 250 e S C 3= -3269 C 6= -3269 W 3= 1289 W 7= 446 W11= -221 "< , w ^ r g -a s W 4= 633 W 8= -633 •.• .o ,.`i1( .." . Zw2. �2 .2§ �4"d75SE.�. ".>" v 2. 0,5 * PURLINS DIMENSIONETO END OF EXTENDEDON C TOP CHORC D ISC SBASEC D ON UNLESS 1CPLY, 2XDS ARE 6 CORNERSHEATHED. RAFTER (DESIGNED BY OTHERS). +,,,PO SS/ONpL*"J`.. t-pas 5,E fia. ffffffffffff01 _ �$ b n • gc rsO AUG 01996 tam h am CTEG TRFJSS ENGINEERING, INCvos.25 ` JOB 884355 322Rowla dRd. PA �• ZTYPE 1299 8/ 2/88 Sedro WooIzey, WA98 b4 e d 2 3 OF 10 r 14-00-07k !2-oo-o'i I/ 2 Z WI i Irt0-0-1 I W • do $ 3x / 3x4 -7: c'^-m lx4 W 3x4 = . 4ix4 = �a�8x x21S111Y41 ( I 81°gtEo7`1 yF11 Ili Iaar S li C p D Q 1 " g €g 3xq — I xgx °i� 41x4 = 3x4 = 3x4 = 31x8 = 3x4 = � Ix4 A �8��-� Ja b02-y J1 22 �f TC I 18 3-09-02 I 3-03-09 5-10 12 6-00-08 6-00-08 2-07-04 BC 6-11-15 5-11-09 I I I I ° E eQ_ug : a 132 nst 27-07-12 tElg 2 'S C\ TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 27'/0.18"= 999, CAMB= 0 1/8" 23€g=1 2 TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) n'as Ei BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -1251 3.5 a%%%Olnrnr)tB8° TRUSS ENGINEERING J 8= -1161 3.5 a�AN. P. PEL44tA, 111110 . 6624 C CONFORMS TO UBC REPETITIVE INCR `4a`VZ of },sp : C',f.°s Q 2 u o- TOP CHORD - CSR= 0.655----- --- BOTTOM CHORD - CSR= 0.475--- WEBS - CSR= 0.548 ?S %/ 6 g 9�ps o 2X 4 1650E-1.5E M HF *EXCEPT* 2X 4 1650E-1.5E M HF ' 2X 4 NO 3 HEM FIR r $F b 14' C 7 IS 2X 4 NO 3 HEM FIR C 8= 0 C10= 1917 C12= 1661 W 1= -221 W 4= -198 W 7= 1212 - I, 1 « : a`-g t rto C 1= -1923 C 4= -1655 C 7= -1135 C 9= 657 C11= 1476 W 2= 249 W 5= -318 W 8= -965 E. --,, a$ gF C 2= -1708 C 5= -1655 II W 3= 543 W 6= 386 W 9= 1240 L a ;t1(' tg .f 2w t • C 3= -1917 C 6- -657 O PO • •,fns tEa: �.* . ' E al ailt 1.* PURLINS REQ'D @ 30.0" O.C. ON C 3 C 4,C 5,C 6, UNLESS CHORDS ARE SHEATHED. ,le, esS1JNA< �p� §� � 126 2. TOP CHORD EXTENSION SUPPORTED BY CORNER RAFTER AT END. 4444444n4OS @ y g 3. DIMENSION TO END OF EXTENDED TOP CHORD IS BASED ON A 1 PLY, 2X 6 CORNER RAFTER (DESIGNED BY OTHERS). diR Q 198� s r gRg�� ?ro TRUSS FNGD€ERING, NCvo8C.25TEG JOB 884355 322 Roy/lend RA. t1 TTPE 1299 8/ 2/88 Sedro Woolley, WA 98284 A $k a 4 OF 10 nn 1 44 Xi i 44 1rill� O: Is 16-00-07 5-08-03 co -I 06la :N '- 1 1 x 4 III a OW `o 3x 4 A- 11 OWOP Sixb6 st% cFwsR P�g g1815 s o< 0062 -111 7 12 Ix4 i 1� �l 6$-"�ggpo 7.00 f 8gbo m ��' �e�eiiDr �2w :DDE �� �bQ`o$�o — 411 4xx6 _ 314 _ 3 4 = 3x4 • 3ix ID = tlixtl = 2x4 I11/4 II"ea-41111a\--..a—ms _ , N. r.. O - g.z3 4' J1 JSPla TC I 18 5-03-15 I 4-10-06 I 4-10-06 I 3-11-04 I 3-11-04 I 4-08-08 i 32°%S£o er` BC 7-09-02 7-02-12 I 9-00-01 4-00-01 I 4-07-11 HI tP$ggZf 4 27-07-12 r x� e . TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 27'/0.20"= 999, •CAMB= 0 1/8" ttttttrr►►rn, r -g a TCDL- 7.0 PSF INCR:P=1.15 L=1.15 ' (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) tt0 El, S. PEt ttt 8-gtE s BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -1651 3.5 ,O jQ O i� gg a BCDL- 10.0 PSF J 8= -2479 3.5 �e4; of wA-r,/,, 'St. 69 TRUSS ENGINEERING OF tip ,a 6% O i?9 al 6624 D CONFORMS TO,UBC NO REPETITIVE INCR C 1. ugQ Qyy� H 4 '� �bdrDZ TOP CHORD - CSR= 0.724----- --- BOTTOM CHORD - CSR= 0.706--- WEBS - CSR= 0.913 e _..$ so 2X 4 1650E-1.5E M DF 2X 4 1650E-1.5E M DF 2X 4 NO 3 HEM FIR g tg0 C 1= -3002 C 4= -1726 C 7= -2431 C 8= 0 C10= 1928 C12= 2593 W 1= -284 W 4= 516 W 7= 1228 r .• / i�YC • ' O z0 o$P $8 C 2= -2799 C 5= -1726 C 9= 1235 C11= 2264 W 2= 405 W 5= -504 W 8= -1471 • !>+5';E1 'Z rLL W 3= -525 W 6= -585 W 9= 1988 z C 3= -2232 C 6= -1430 _ 'y`4� �Oplpl. �? ` ���g 2t�'S 1.* PURLINS REQ'D @ 30.0" O.C. ON C 4 C 5, UNLESS CHORDS ARE SHEATHED. 1•uuu►►ttt • sT. 2. ONE ROW OF LATERAL BRACING REQUIRED AT THE MID POINTS OF THE WEBS/CHORDS AS INDICATED ON THE DRAWING. g� =s$ 3. DIMENSION TO END OF EXTENDED TOP CHORD IS BASED ON A 1 PLY, 2X 6 CORNER RAFTER (DESIGNED BY OTHERS). WO . iuknj4,61 4" n11s 4. PROVIDE ADEQUATE DRAINAGE TO PREVENT WATER PONDING. rnCi. . `� `; S�PE 4 6. ADDITIONAL CONCENTRA5. ADDITIONAL UNIFORM TEDSWADS J 4- 620.0 LB5=J 644 620.0 LB. 8 7. THE CONNECTIONS AND/OR MEANS OF SWD°OPT (D°Sr6Nrn nv aurae) cmTNr AnnhTIRNA! !OARS SHOWN ABOVE ARE THE -- Irry nr rnmtnArtnn A,!ntnn o!nc nrcrr.Nrn AND MINT RP MADE_ WITHOUT DAMAGE_ OR ALTFRATTON TO TRUSS. TRUSS ENGINEERING, INC. VOB.25, ►JOB 8 8 4 3 5 5 322 Rowland Rd. i TYPE 1299 8/ 2/88 Sedro Woolley, WA 98284 A ia V t 5 OF 10 0: I 18-00-07 I I 7-08-03 I mu, 423 • p w d; Z s 3a6 1R4�1 ` ■6 =i 2�12 W • 3.4 ,.� 2or ee��rari 4 . ;ogee C B O x E SK 3ia :men C al 2 12_1x 4 i r�'�0 ti m ,829 go'v' 0 7.00 la) i v i@ ,., 1 am . Y t: 515ii$lo 8- DQgh _ - - =C 2 -- _ 0,00% 3x4 = h 1 � �151A 4iJ+14 = 3.4 = 324 — 3.9 - 3.4 = J84 it ���- „� E " o 2 o TC 118 I 5-03-15 I 4-10-06 I 4-10-06 rI 3-11-04 3-11-04 4-08-08 o$ is-kb BC I 7-09-02 I 7-02-12 14-00-01 14-00-01 I 4-07-11 I _ _ 27-07-12 g lc o g- TCLL= 25.0 PSF SPACING a 2-00-00 REACTIONS MIN L/DEF= 27'/0.11"= 999,'CAMB= 0 1/8" €M I.5.8$ TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (L8S) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) BCLL- 0.0 PSF LFT BUTT= 0 1/4" J 1= -1251 3.5 lll;fl'?lU,, riallBCDL= 10.0 PSF J 8= -1161 3.5 �0 ty. A• PEL l'+., gs`TRUSS ENGINEERING �O:j.P' 4.044 o_£ 6624 E CONFORMS TO'UBC REPETITIVE INCR QQ�C� of v ,4. Calf%� .._2=1 2 c F TOP CHORD - CSR= 0.473- -- --- BOTTOM CHORD - CSR= 0.502--- WEBS - CSR= 0.646 A. A/,i • . ,' s� g 2X 4 1650E-1.5E M HF *EXCEPT* 2X 4 1650E-1.5E M HF 2X 4 NO 3 HEM FIR 2 7 s 8$80 Cl IS 2X 4 NO 3 HEM FIR C 8= 0 C10= 900 C12= 1565 W 1= -284 W 4= 516 W 7= 651 • C 1= -1811 C 4= -780 C 7= -1113 C 9= 520 C11= 1236 W 2= 405 W 5= -297 W 8= -569 a• 7 1 f-Rd a • C 2= -1608 C 5= -780 W 3= -525 W 6= -246 W 9= 837 :� °p e, ozu g 4 C 3= -1041 C 6= -602 4 o • vt rot- .2�J 0 Fss� • 1.* PURLINS REQ'D @ 30.0" O.C. ON C 4,C 5, UNLESS CHORDS ARE SHEATHED. S. �S'r70NA1. t����` g a' nI�5' • 2. ONE ROW OF LATERAL BRACING REQUIRED AT THE MID POINTS OF THE WEBS/CHORDS AS INDICATED ON THE DRAWING. tt4gttu►►►9�f� � 3. DIMENSION TO END OF EXTENDED TOP CHORD IS BASED ON A 1 PLY, 2X 6 CORNER RAFTER (DESIGNED BY OTHERS). AUG 021998 ss TEG 169 L TRUSS ENGINEERING, INC,vo8.25 JOB 8 8 4 3 5 5 322 Rowland Rd. V TYPE 999 8/ 2/88 4i•4 III fro Woolley, WA 982b4 t 6 OF 10 s i9 Vrig W m3 W d� i s 3x4 ti 3x4 ` • _I w 1x4 III W d. $ 0 0. N �� — . 2.ng ego to ix . x%�� -o CD 7.00 4 0 .4 F ,c B gaP o2}�,, _Aiiiiiikx it 118t•nt - " — - —52 3.4 — o 'p tF'3 41x4 = 3x4 = 318 = 411x4 - • !Boll JI =1 TC 118 6-07-11 I 6-02-02 I 6-02-02 6-02-02 12-05-10 g4 i e t BC L 9-08-13 I 9-03-03 I 8-07-12 gg-e 8- 7-4 27-07-12 P$Ei62 TCLL- 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 27'/0.12"= 999, CAME= 0 1/8" a. �„g'g n �, -, TCDL= . 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) gi 8 BCLL- 0.0 PSF LFT BUTT= 0 1/4" J 1= -13P9 3.5 ',,,,,,,,,,,,,,,,, €1.115p 'g.s El BCDL- 10.0 PSF J 7- -1277'��3`' �,•x E� A. PPS +,, i•L SS $ TRUSS ENGINEERING •' d`P 4O '�i 5 6624 F CONFORMS TO UBC NO REPETITIVE INCR a . /.P v (' e g ,-g . TOP CHORD - CSR= 0.681----- --- BOTTOM CHORD CSR= 0.704--- WEBS - CSR= 0.575 ✓I I" , g_Iii a l r g3- a 2X 4 1650E-1.5E M HF *EXCEPT* 2X 4 1650E 1.5E M HF 2X 4 NO 3 HEM FIR z - -=�oa, C 6 IS 2X 4 NO 3 HEM FIR Cl- 366 C 8= 1132 C .9- 1549 W 1= -358 W 3= -658 W 5- 543 p.=ima= C 1= -1794 C 3= -825 C 5= 0 W 2= 508 W 4- 267 W 6= -1170 t F 0Z ' C 2= -1535 C 4= -825 C 6= -78 G �!l1I �o iuil 311 1g1 1. ONE ROW OF LATERAL BRACING REQUIRED AT THE MID POINTS OF THE WEBS/CHORDS AS INDICATED ON THE DRAWING. ''Ile EP G���, £°c if B OLL 2. ADDITIONAL CONCENTRATED LOADS: J 4= 169.0 LB. �'�e�r/ANAL g s. Z 3. THE CONNECTIONS AND/OR MEANS OF SUPPORT (DESIGNED BY OTHERS) FOR THE ADDITIONAL LOADS SHOWN ABOVE ARE THE ,4jrrrwont' J lyt g RESPONSIBILITY OF CONTRACTOR AND/OR BLDG. DESIGNER AND MUST BE MADE WITHOUT DAMAGE OR ALTERATION TO TRUSS. .§ ots, AUG 0 41988 ' 1 r • it 69 L CTEG TRUSS ENGINEERING, INC. VO8.25 JOB 884355 322 Rowland Rd. ' d TYPE 1199 6/ 2/68 4;:4 III Sedro Woolley, WA 98284 gr 0 "a 7 OF 10_ ..3'4 =i g f W to 1:4 u v.% 3x 4 - 2,n,22p 0 i, _ y p 7.00 I— 1 4 1. E S.§ES / ..seoeooia, ,,... F �N SAi.,4 Italo I I ' 4IiiAl 08er ,. �� 3%4 — 13A 5_paQt`2i r 3, 6 — 3:t1 = 3:8 = 3x4 = 45x4 BigP 2' TC 118 L 6-07-11 I 6-02-02 I 6-02-02 6-02-02 I 6-02-02 1 2-07-It g E r4 BC 9-08-13 I 9-03-03 I 9-03-03 I 5-08-13 r� girl E rl 34-00-00 °aE3o I' 830 ��0 TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 34'/0.16"= 999, CAMB= 0 1/8" Co o 2 TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) 151 4.E g r",` BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -15.98 3.5 r'6„'g *A.✓ BCDL= 10.0 PSF J 8= -1522 3.5 •••�e•ttAFryFFf, 23 8 2§>_2 . TRUSS ENGINEERING ••� p• PE L�j,�, a '- 6624 G CONFORMS TO UBC ,NO REPETITIVE INCR ,„,.,.3..•' L A. . . 2� TOP CHORD - CSR= 0.753----- --- BOTTOM CHORD - CSR= 0.784--- WEBS - CSR= 0.741 • .G 1 •..� 2X 4 1650E-1.5E M HF *EXCEPT* 2X 4 1650E-1.5E M HF 2X 4 NO 3 HEM FIR Cl IS 2X 4 N0 3 HEM FIR C 8= 941 CIO= 1627 W 1= -358 W 4= 844 W 7= 479 i t' _-. 9 °"- C 1= -2367 C 4= -1398 C 7= -84 C 9= 1333 C11= 2044 W 2- 508 W 5= -196 W 8= -1671 -' 3�s C 2= -2I08 C 5= 1435 W 3= 658 W 6= -243 = `.YL 7 a$gS r°. C 3= -1398 C 6= 0 • ft 1. ONE ROW OF LATERAL BRACING REQUIRED AT THE MID POINTS OF THE WEBS/CHORDS AS INDICATED ON THE DRAWING. 1.�'. ` > ‘� E • -(Vg 2. ADDITIONAL CONCENTRATED LOADS: J 4= 169.0 LB. le.THE E.S�/ONpL p��, 4� 3. THE RESPONSIBILITTYSOFNCONTRACOR TOR AND/ORBLDGRT .D DESIGNER AND MUSTD BY OTHERS) BEFOR MADETHE WITHOUT DAMAGEDITIONAL LOADS OR ALSHOWN TERATIONETORTRUSS. °j�Uffi l:ttl4ltJust z AUG 42198a 15nfli gi CTEG TRUSS ENGINEERING, INB.2s JOB 884355 322 Rowl rd Rd. t2 TYPE 1499 8/ 2/88 Sedro Woolley, WA 98284 4 CI a 8 OF 10 C s o Q n 18-00-07 I 14 00-07 ( \ _ O M of 3=6 ii : : : A 2i1� / W 3=4 fi 3=4 £� 1- ---.. 11'4 3* 1 „ �I F Dg, 6 O Z W dAIIIS I 1\ .11:. 3=4 = I tiltilt II TC 118 5-03-15 14-10-06 14-10-06 il 3-11-04 1 3-11-04 \ 4-10-06 I 6-02-06 I IzgE -E$ g §1�0 8C _ 7 09-02 I 7-02-12 4-00-01 4 00-01 7-02-12 13 09-02 II °H1%i . ge a 34-00-00 (''a.' TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 34'/0.16"= 999, CAMB= 0 1/8" 1 fig g'" z TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) r "g BCLL= 0.0 PSF LFT BUTT= 0 1/4" J 1= -isz4 3.5 i,S BCDL= 10.0 PSF J 9= -1428 3.5 • *�.Aprtnrryi�', L g i=n2 TRUSS CONFORMS TO UBC REPETITIVE INCR �..` 0.. A' PEt4 .00 821010 9 a ' TOP CHORD - CSR= 0.539----- --- BOTTOM CHORD - CSR= 0.576--- WEBS - CSR= 0.646 s ? of i C¢-�4. 8.o g 2X 4 1650E-1.5E M HF *EXCEPT* 2X 4 1650E-1.5E M HF ' 2X 4 NO 3 HEM FIR ,•`Z I Fj��6 "'Si " C 8 IS 2X 4 NO 3 HEM FIR C 9= 0 C11= 1210 C13= 1693 W I= -284 W 5= -6 W 9= 22 00� z a`$g E Z$o C 1= -2341 C 4= -1354 C 7= -1146 C10= 1196 C12= 1357 C14= 2022 W 2= 405 W 6= -246 410= -543 C A', • 9 E S$ gF C 2= -2138 C 5= -1354 C 8= -1390 W 3= -525 W 7= 359 411= 1165 Ptb C 3. -1571 C 6= -1401 W 4= 516 W 8= 94 o o� ,�<• 1111111/ 1.* PURLINS REQ'D @ 30.0" O.C. ON C 4,C 5, UNLESS CHORDS ARE SHEATHED. F ��,�.�2. ONE ROW OF LATERAL BRACING REQUIRED AT THE MID POINTS OF THE WEBS/CHORDS AS INDICATED ON THE DRAWING. i;7 0 Et �.,•3. DIMENSION TO END OF EXTENDED TOP CHORD IS BASED ON A 1 PLY, 2X 6 CORNER RAFTER (DESIGNED BY OTHERS). to J ............• alb 0 2198a �° CTEG V08 25 • JOB 884355 TRUSS ENGINEERING, INC: d TYPE 1467 8/ 2/88 322 Rdwlsad Rd. it 2 9 OF 10 Sedca Wadley, WA 9£(7fs. A F s4 so $ I so4Js40L.16-00-07I I -4-3=8 1=4 38 -4., a\lz c =i _ S/ W 3+4 Sr 3`4 6 = Em 5 e r 121+4 *a #\*%%11% .%sNi•.-•2x6 1=4 ¢i E Q.BES _ .2 J 7.00rn tad! FLUSH FLUSH a r 541"1-W g„g o ��i 2X6 � m = .. g r$�� _ i` /< I 4=7;PTH = 4=71PTH = 21s/e 8� vQg2 s 8-9 €' 7= 10 � /e 3=4 = 3+4 = 3=8 = 3+4 = 3+4 = 7= 10 El J9 N IC 118 5-03-15 1 4-10-06 1 4-10-06 1 3-11-04 1 3-11-04 14-10-06 14-10-06 15-03-15 118 I ,rEt s S BC 7-09-02 I 7-02-12 4-00-01 4-00-01 7-02-12 I 7-09-02 gD ell o III _ K r as-e_u° 38-00-00 'py[o 1 g a ta 1 01�- �gg t7 TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 38 /0.42 999, CAMB= 0 1/4" 8$ 0o ' ' TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) i`=gg s`4! BCLL- 0.0 PSF LFT BUTT- 0 1/4" J 1= 2794 3.5 16 GA. PTH PLATES 136 PSI GRS (MAX) 2 3 5 4 g BCDL= 10.0 PSF RGT BUTT= 0 1/4" J 9= -2794 3.5 e¢��V 5FFFFFA. F��s�.r ' c ° Fi 662TRU4SIENGINEERING CONFORMS TO UBC NO REPETITIVE INCR •��� P tp r�i r t`g�$ TOP CHORD - CSR= 0.775----- BOTTOM CHORD - CSR= 0.967--- WEBS - CSR= 0.646 ���� /i E, M 8 Q 2 1 2X 4 2400E-2.OE M DF 2X 4 1650E-1.5E M DF 2X 4 NO 3 HEM FIR • ti S� e o r C 1= -4863 C 4= -3707 C 7= -4660 C 9= 4200 C11= 3535 C13= 3871 W 1= -284 W 5= 428 W 9= -525 : 4 et., f t-81 5 g C 2- -4660 C 5= -3707 C 8= -4863 C10= 3871 C12= 3535 C14= 4200' W 2= 405 W 6= -709 W10= 405 _$l g£i d C 3= -4093 C 6= -4093 W 3= -525 W 7= 428 W11= -284 : / ) ti• ^' a a-g 3 rsp W 4= 516 W 8= 516 O (( 0 i93` g� F �/Po *43YEat des , _g1 1.* PURLINS REQ'D @ 30.0" O.C. ON C 4,C 5, UNLESS CHORDS ARE SHEATHED. S<o F„ J °a o 2.* NOTE THE WEDGE DETAIL AT THE HEEL(S). °�i ‘,C)NA1. tY,`e• -N a a, 3.* NOTE THE ROTATED PLATES AT THE HEEL(S). 344 as a U y g 2'� 4. ONE ROW OF LATERAL BRACING REQUIRED AT THE MID POINTS OF THE WEBS/CHORDS AS INDICATED ON THE DRAWING. a 5. DIMENSION TO END OF EXTENDED TOP CHORD IS BASED ON A 1 PLY, 2X 6 CORNER RAFTER (DESIGNED BY OTHERS). ==, "�� s s i�gF 6. ADDITIONAL UNIFORM LOADS: C 4= 60.0 PSF C 5= 60.0 PSF. §g15�s'i& 7. ADDITIONAL CONCENTRATED LOADS: J 4= 640.0 LB, J 6= 640.0 LB. 3 g' l r m'2 8. THE CONNECTIONS AND/OR MEANS OF SUPPORT (DESIGNED BY OTHERS) FOR THE ADDITIONAL LOADS SHOWN ABOVE ARE THE $� RESPONSIBILITY OF CONTRACTOR AND/OR BLDG. DESIGNER AND MUST BE MADE WITHOUT DAMAGE OR ALTERATION TO TRUSS. g P21SB5'9 9 PI °LAT°S A°E °T PLATES UNL SS QTuEDurSF runrraTrn 0 8 8 i 3 G 2 8 u TRUSS ENGINEERING, It*. Y TYPE 600 9/17/87 d 322 Rowland Rd. it' `,�, I T 1 OF 2 Sedro Woolley, WA 98284 Id g d a • . „ci' oI!!! II bar uj 12 lx4 'J 104 .:- ZI 7.00 W q i 0 ...iiissiiiNk -2 Man 3x 4 = 318 = 3x 4 3x 4 - .9D.0=1,-N El am "�Pz s TC 1 24 5-08-13 1 5-03-03 5-03-03 i 5-08-13 24 1 &.g21 8C 1-00-00 11-00-00 y del 2 $.� bb g 2_-GG-GO DCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 22'/O.08"= 999, LAMB= 0 1/8" � £ ei,F _ TCDL= 7.0 PSF INCREASE= 1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) '� o g- 0-v O 3CLL= 0.0 PSF BUTT CUT= 0 1/4" 3 1= -/°9Z 3.5 ,3 O g' 5p 3CDL= 10.0 PSF - 3 5= -/O 2. 3.5 0 Q- O g0 et--„,TRUSS ENGINEERING .8g'crge o�X ' 5389 A COPELAND CONFORMS TO UBC 3844 QQQQn'p ie TOP CHORD - CSR= 0.480 BOTTOM CHORD - CSR= 0.690--- WEBS - CSR= 0.276 g. C 2X 4 1650E-1.5E M DF 2X 4 1650E-1.5E M DF 2X 4 NO 3 HEM FIR X C 1= -1251 C 3= -916 C 5= 1080 C 6= 1080 W 1= -342 W 2= 586 W 3= -342 ' _ -S C 2= -916 C 4= -1251 _ 2 R$ ' �1��A. FEI0�O®Pe, - --E&4og S L r 18 I987 =� e "' IllUlil G o CTEG1637- 6l @ ` ; I I r , r.._. I —r ' —I f— t I_--'—I r ......_ ._._! t I _" 1 I . I __ _ ___ _ . -. I. • !_ He's&=8r q... ! , . _ , i , _ • .. u_s . _ i. • " , • ., ._. - S aE r Swift : , OAr Srv6 I Oa/ r .•._. ._- I • _.. _. ._.y._._._.- .- -_ - 7_ - • •• __ I _ .. t._-.r —_--_- I L{.Ia turf .-. ._—... _ • • P m r I h 111. -tl. .. a- ' .._ NNN .. ..__ .. . . .._ . .. F� Y Z (1 r AAA .- - . . .. .__ _.. .__ _ . Lp _ _ _ _ _ ANC Oi 0 0 -1 I i NNN • I 1 1 r I r I TImT , i I i • . __ _._ NNN — —I-- ._ _ - __ I - ' !, . _ + '�._ I i !— J6 ; -1---r I a,! ! I ! I ! i ! 1 i ' ! 1 1 I j ! ! 1 t r(P DER SEZ �©* W3 We 2 Ply) 1 c1 Pty °r R, SS \tiri. ecccis 2` R, ✓ Z` I-Z` s GR tYP JACK'S 8' • ter SaStGM C1i�D� , INSULATION CERTIFICATE 003721 • L DAMES LOF6REN CONSTRUCTION, INC. 4208 CLYD 1298 SUNSET LANE ANACORETES ANACORTES, WASHINGTON 98221 SKYLINE Type of Material Manufacturer Thickness Sg Ft Covered R Value Width E Bags Wt/Bag ATTIC BLOW ULTRATHERM BLOWING WOOL CERTAINTEED CERTAINTEED 16.00 2050.00 38 50.00 25.00 Total Sq Ft Installed: 2050.00 EXTERIOR WALLS R-19 6.25'x15'00' KRAFT @ 75.00 DC OVENS-CORNINS 6.25 1200.00 19 15.00 Total Sq Ft Installed: 1200.00 KNEEMALLS R-19 6.25'x23°x39'21 KRAFT @ 75.07 CTCERTAINTEED 300.00 Total Sq Ft Installed: 300.00 SLOPED CEILING • R-30 10.0'x24'x48' KRAFT @ 80 CT CERTAINTEED 10.00 224.00 30 24.00 Total Sq Ft Installed: 224.00 UNDERFLOOR R-19 6.25'x15'39'2' UNFACED @ 48.96 CT CERTAINTEED 6.25 2037.00 19 15.00 Total Sq Ft Installed: 2037.00 Remarks: Sono-Therm Insulation, Inc. SO NO IT * 26406 �... .. ---- — - - FrF U - FOR: .-r fr) r ars Page of :� HEATLOSS —�LOCAT: . .,. / _.. FORM DES I01; 'ERA LSE DIFFERENCE: CALCULATION - Plan at Model No. Dated / / Heated Square Ft. SPACE —T • Number Number bunter Number Murder ' lave`.er J " :/.'RCE OF Watt factorof so of sq. et so. et so. of se. S q. `_ LOSSt toss Cu t Watt. rll O ot Watt Cu. or Watt cu. Of Watt Cu. or watt co. orI watt ,_ `T S i lin to•s lin rI tr iin it, lost !init. tots lin It. i IGaS lie-rt te1M1 .,i3OSS WALLS (x//i//%////' //. /i //� ,, , y�, (Eger ior) //!�/ %/^�// ' /l/d7 cfi'' _A _ // %// i� /. /i. 5 WINDOWS: --- ' (Sinitic) table I —I _ _ WINDOWS: — f !Double) Table 1 f� �� �� 32I (Exterior)E SS DOORSior) iibit t I7 S1 90 3o3 ) 1 A ' I ` Jl EI[" WALLS : (tare table z [,2t7S 1166 iiist f , iI •BALLS : concrete /' ( - �p ..'., g• ee Table 7 l I �V _CF` LING: aorta • r Au, , n. :Table t r 7'75 I 7S� I if �) ?1 f 1 to - CEILING. oxenne,' Tables { - ! . '' , -- • ••� a,/;- • J -11 r.LOOR: over vented le:tibleb 2VY I/gY ry I I /� /� ?c .1 Dace o b f. �l/j. a(T} {e. -' FLOOR: o r Nn. a �/ .�n.6eeeecterne area er enue table 7 rLVUrt: slab inc tue.nq , t /j-v nos �1 1 t.Ir nee •ally-4ne,l fr. table 8 ;_; 1 I "COMMON WALLS: Table 9 �l',/t (Ja Q 7 1 talc{ole unitsvi is 1- ` j Lit' COMMON CEILING: T.b/e 9 . tt` d o qlx yle 1 t . . - id j COMMON FLOOR: able s I - a� V 1 .nr sr% 9NFIicnATIONKuct Table It . . I3470 i , ., P '„ INFILTRATION .ult. yd Stettin biew sent - Table • - - -•'"SSA x±:I_"- 11 ' il".A 1/7 a.r Esargemr. � WATT LOSS PER RODM ^ / d/% // — -/ // ,42 — / A INSTALLED WATTAGE Structure Heat Loss (SHL) = Watts. - 5. Estimated Duct or Piping Heat Loss = .- 1 .. . Duct or Piping Insulation (inches or approx.1 .- - SHL (1) x DHLM (3) x Fraction (4)= Watts. value): 6. Total Heat Loss (1 plus 5) arts, Duct Heat Loss MLLItiplier (Table 11) DHLM = . 7. Total Installed Watts Watts. Fraction of Ductwork in Unheated Space. "._hHe Homes - Use Table 12 and 13 . WORKED BY 7. . °-te.—A..•. DATE e s /ice/, k' __ U teelk6 Diu' S\C y \\3 C- 1'17- 20t ken try Celd 7 , Wel Nt \ I I or 1ok ,tiV I ,'��of ` k `� ,. - ,q5i a . 1 0 y 1 0 r i i - c - iv �o .t ' 1 `J _ — — _r`vit, pt J 1 - \ CA3LA05E 5 AL\ QU ` 42e8 CU ME MIL )(, al. , ,+ :: . . 1 ` 1MS Qotnt • - eon-kcicAor soPPhed IY1 .rrrtuton 3- s Q I ea I w J 0 0 � S. a tip I M oi► - I N N.) GbC-afcan ` 42°5 CiVek ÷ Con f rac lov fi (RecPt No, ' ) iSptcp (big ° /4Imuc2 SATE` 5 -S _87 luvx ; 2. co