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Home My WebLink AboutBLD94-00645 Final SFR - BLD Permit / Conditions - 6/21/1996 MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 r4l d..'i Aa' U. tF# 1. 1.1f; i i'i. :, i I =i IN i.ii1 , 4 v i -%1b10 I:t 1 i,1I t N + I+m ANO I,rt}tr 427_ 7262 HI OgAI- 0641A i F'61h'(A I I 0 ;00f%00 1't i !t 1 fit I, fi 111)11Rr NF I522 fit ACICSHI'fH OR HU I FAIR t,f.-ItNF GRt-CIORY DEN"FON (2 06)692 -44Als t'srlJ , l=i1r } (I1; OWNER IS CONIfIACT•OR I I.IA61 • ►D it of 3NNVf1 ILJti fs 031 's It 166A C I A .' }.I' kWi,-t NI 111 it{t htsIF1 s tYPf ANONNT BY DAit' Rfillpf Pipf ANAIINI DY DATE RfIf11'1 lat'[' }tl; t,t;n}it^ tsi u!� II} It,Itl tit . eft �PLA 1 411f 011 144 1kti?5 �IIN 1 .;1,11 Wit 111221°4 16.6,'S f1t'} , l c 1 + ,vN: F kTDS1 1! 11{i Aifil ;A 1f,t, Ilsf-fl-S r9A WL( AIJ7.J4i "t661" trl.t,l,If' 1 faltls 4'3 il,!illf', I sr`./{ 1 tiTff ; 1 KA 1JIr 4� +} s' k4 �• I!W t I ! ,1?d I i ' 0 1)f 1 k f- J ►i(i '1'A t ) d9 I : - 1 PRNT �. � ,I�1" .. 1 } 1iN':f'} � 1 ( trh! frf'i fi ' 1 IIt1MI: I ; INf- }! flrr f "rA ®A-0r3.' r1.) 1�f :if I). lallAlr 4 i Aa :AlulA1111N1 10A2AN f'iI ItI I } 1°; I Lit I ! i#,I <. 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L410 o �; BE��ORf RUItOIl6 R OR A6f11: RNT:. rpv: {5(3I14i -� - CEIMIJI 7ANrF 'TO A f TAt E4Y0 CONOT Ti0K% t RF y11i Rf Tf �� CONCRETE S MECHANICAL ' MOBILE HOME Footings-Setback date /L by Ribbons i date (,A;,5 R y by Gas Piping ,1 e— or I;n� w` date b Foundation Walls date w+dc r b - !J t Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date e/ 5` 5 by -P s.-4Y� date by FRAMING FIRE DEPT. date /v /$- j ) by / J Walls 7 date b PLUMBING date `7-2 5- S G by 4 L1 fJ y Attic OTHER Groundwork date / 2-2 7 by PC,19 date by WALLBOARD NAILING D.W.V. date G/— g— S by G J date '`5- by c Water Line FINAL INSPECTION date _ S by date , i _i 4 by C ✓ date by 7 rDc r s 2_3 - S5— -V CFM /n C S �h . 3 d C, a(Veed -fQ a II D\4) dfn j he L;0&h aC, low c s 3 v ►�� 'h UQt�LA l QCf- 0S ed . - S- wko( 144caw' w� / r..,� �� Icx�r Lr L< I Z U �G �i a�/�� r1 L r, ' �: �,I G, c c_L1,,fys/ J D f) IZ 6 y i s/onv s 0" LOFT 601rM e 7C A6-12M-Au Zvi on. Page No. 3 CASE HISTORY FOR CASE NO.: BLD94-0645 GREGORY DENTON y NE1522 BLACKSMITHVDR BELFAIR —/ /�D / O 03/15/96 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By BLDC155 Final inspection 03/14/96 03/15/96 03/15/96 CORRECTIONS: FAIL LW 03/15/96 LAW 1. INSTALL HANDRAILS AND GUARDRAILS THROUGH OUT THE HOUSE. ,.,-2. USE SMOOTH WALL METAL PIPE ON THE DOWN FLOW RANGE DUCT, SCREW AND TAPE THE JOINTS. ,,, 3. INSULATE THE WATER LINES OFF THE TANK. 4• RAISE THE ISLAND VENT LOOP TO THE BFjSE OF THE CABINETS. ✓/5. ADD THE INTERIOR POSTS OFF THE LIVING R¢OM. 6. FINISH THE SIDING. INSTALL THE WOODSTOVE, INSTALL THE OUP SIDE COMBUSTION AIR DUCT. ✓' 8. PROVIDE AN INSULATION DAM AROUND THE B VENT IN THE FLOOR AND INSULATE UP NEXT TO THE DAM. ..X9. SHEET THE SOFFITS THAT COVER THE FLOOR INSULATION. TEMP. OCCUPANCY IS OK FOR 180 DAYS. TEMP. HANDRAILS AND GUARDRAILS WERE IN PLACE. Page No. 1 CASE HISTORY FOR CASE NO.: BLD94-0645 GREGORY DONTON NE1522 BLACKSMITH DR BELFAIR 03/15/96 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By BLDA010 Application received / / / / 05/11/94 05/11/94 KW BLDA100 Approved For Issuance / / / / 07/21/94 DONE TW 07/21/94 TW BLDA500 (F) Issue building permit / / / / 07/22/94 DONE WLC 07/22/94 NJP BLDA940 RLC Checklist Completed / / / / 05/10/94 DONE AHB 05/12/94 MMS BLDB110 Structural Plan Review 05/12/94 / / 06/08/94 DONE DPB 06/08/94 DPB BLDB120 WSEC Compliance Review 06/08/94 / / / / waiting for ltsgc agreement. 6-10-94 DONE 06/13/94 DLC BLDB120 WSEC Compliance Review 06/13/94 / / 06/13/94 heat pump, prescriptive path LTSGC SGC DC 06/13/94 DLC BLDB130 Planning Review 05/11/94 / / 05/12/94 DONE MMS 05/12/94 MMS BLDB135 Addressing / / / / 05/12/94 DONE GMM 05/12/94 GMM BLDB200 Environmental Health Review 06/10/94 / / 06/13/94 need approved design HOLD CAJ 06/13/94 CAJ BLDB200 Environmental Health Review 06/13/94 / / 06/16/94 still waiting for approved design HOLD CAJ 06/16/94 CAJ BLDB200 Environmental Health Review 07/21/94 / / 07/21/94 PASS JGD 07/21/94 JGD BLDB210 Water Adequacy 06/13/94 / / 06/13/94 DONE CAJ 06/13/94 CAJ BLDC100 Inspection 02/22/95 02/23/95 02/23/95 PROGRESS INSPECTION OK'ED. DONE LW 02/23/95 CKR BLDC135 Mechanical inspection 12/26/95 12/27/95 12/27/95 part approval: PART LW 12/27/95 LAW under ground gas line ok, finsih rapping the tracer wire around the gas line, use clean fill (no rocks) to back fill the ditch. BLDC140 Fr/P1/Mc/Pen Inspection 09/05/95 09/06/95 09/06/95 CORRECTIONS: FAIL LW 09/07/95 LAW 1. SEAL ALL DUCT WORK AND INSULATE TO R-8. 2. PROVIDE A LOWER COMBUSTION AIR OPENING IN THE MECH. ROOM FOR GAS WATER TANK, PROVIDE 1 SQ. INCH OF OPEN AREA PER 1,000 BTU'S OF INPUT RATING, WITHIN 12 INCHES OF THE FLOOR, ALSO FINISH LPG FLOOR DRAIN. 3.PROVIDE AN R-10 RIGID INSULATION PAD UNDER TANK, INSTALL FLUE CONNECTOR AND ANCHOR TANK. 4. FIRE BLOCK AT CEILING AND ALONG FIRRED OUT WALL 10 FT. O.C. IN MECH. ROOM. 5. PROVIDE BACK FLOW PREVENTERS ON HOSE BIBS. 6. FINISH DECKS AND PORCHES. 7. STRAP DOUBLE TOP PLATES THAT ARE CUT FOR DUCT OR PLUNBING, THAT DO NOT LAP AT CORNERS AND AT BEAM ENDS AT BAY WINDOWS AND CANTILEVERED AREAS USE 2 INCH WIDE 20ga. METAL SIMPSON STRAPS, 6 INCHES OF LAP SPLICE PER SIDE NAILED WITH 6-8d NAILS PER SIDE. 8. SEAL FIRE BLOCKS AT B VENT WITH NON-COMBUSTIBLE MATERIAL. AT FLOOR AND CEILING LEVELS. 1 Page No. 2 CASE HISTORY FOR CASE NO. : BLD94-0645 GREGORY DENTON NE1522 BLACKSMITI! DR BELFAIR 03/15/96 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ------- ------------------------------ -------- -------- -------- --------------------------------------- ---- --- -------- --- 9. INSTALL ISLAND VENT IN KITCHEN, WITH FAX REQUIREMENTS TO OWNER. 10. INSTALL COMBUSTION AIR DUCT FOR WOODSTOVE. 11. INSTALL DRYER AND RANGE DUCT, USE SMOOTH WALL METAL PIPE. 12. BLOCK UNDER BEARING WALL UNDER BATHROOM ON MAINFLOOR. 13. PROVIDE H CLIPS EVERY OTHER TRUSS OR RAFTER. 14. PROVIDE DOUBLE STUDS UNDER DOUBLED UP BCI'S. 15, INSTALL STAIR'S TO THIRD LEVEL. 16. SEAL FIRE BLOCKS AT METAL FIREPLACE CHIMNEY WITH NON-COMBUSTIBLE MATERIAL. 17. THE TRUSS ENGINEERING IS UNCLEAR ON HOW TO BRACE THE GIRDER TRUSS , ALSO 1 TRUSS NEXT TO THE GIRDER TRUSS IS TAKING ADDED ROOF LOAD FROM SHED ROOF. BLDC140 Fr/P1/Mc/Pen Inspection 09/15/95 09/18/95 09/18/95 NOT ALL OF THE CORRECTIONDS WERE DONE FAIL LW 09/19/95 LAW FROM THE LAST LIST, CORRECTIONS 2,3,6,10,11,15 AND 17 STILL NEED TO BE COMPLETED, THE HOUSE IS LTSGC OK TO SHEETROCK AFTER PUD OK, THIS WILL NOT COVER THE CORRECTIONS. BLDC140 Fr/P1/Mc/Pen Inspection 10/17/95 10/18/95 10/18/95 DONE LW 10/19/95 LAW BLDC150 Wallboard inspection 10/17/95 10/18/95 10/18/95 DONE LW 10/19/95 LAW MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON ,98584 (360) 427-9670 CORRECTION NOTICE Job Location This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: L� 0a/- Items listed below must be correctedo ain code compliance E - C' ZA_ // AF 3 vi L I� O� r l 6&, n s S cl-- 4A s 4I,�J r-)ese_ w f) use z y4 �.`,Y� You are hereby notified that the above corrections sh all be m1de BEFORE PROCEEDING WITH ANY FURTHER WORK s 2- s"eyo L`0 0 per >/Jc 4 ��4 ❑ Call for re-inspection when corrections are made before continuing b C�„�,� t�i►cE'S,N r�� q Cam+ crs , ❑ Make corrections, items will be checke on next inspection 14111li f dv ,to f /'y ❑ OK to � ,-e- b 46-� e,, 6 it,, f Department-bI-e- Date Inspector ■ �� NET MOOV THImakT' ,* m MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: /6-;V— Items listed below must be corrected to gain code compliance 373_ 5711 /Cy. ✓/Z h e M� vy 11 7 Liz- 1 n OYl h n 4-0 n i `�c.SS RE f'� f);r ck-- �' s ky�5 h�CYccX roc)- /oj ou are hereby notified that the above correc io - ade BEFORE ' MOCEEDING WITH ANY FURTHER WORK Call for re-inspection when corrections are made before continuing • Make corrections, items will be checked on next inspection ❑ OK to Department Date �'— h— i 5 Inspector L ■ 40 4 No *T MUV T 1 T' LU MASON COUNTY Mason County Bldg. 111 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 ► 1 1`11H S"AN I I owiiwn oaltHmu qhL , v I I op W5 "hu i ON 1 HAW Al"VkOVIP I'll"101111: 14% ON ADDHI- 4414 PH"Viblis IN 4111 " A POnIlION AN 10 ANN I IT 6 1 H I v fkoM MV OV ROAD IP"141INu Fill 1POPIVIY MAN"m ( ""Nly iz DLP441MUNT ki Q111al " IMAI 11-11 " BV CONVIf 100 Vk [Ow YO IAIIINN Fok ANY Kill I 10t .rig -PE C4101''I FFF . "A5110 "m IJAlt % IN IAHII; 1A OU IN! 1 - 1 "NFIOPN "11111# IN6 1 "DIP HI- 11 A"",1 -"d It Win 10 P"qI ADONInn ON 5111 PkIns 1 0 VC 00, 41 1 Nil Al 1, R(Ali I 1"N 61"4 I Nk 1 wk FXMD All 10VA! COMA ANP "HI MASON COUNTY Mason County Bldg. 111 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 '11)p r o o(4 by Pi I'JN lipm I I If Ili I I I I Ii I fit, i f I t, ff, I M( PI I AND IIN 11 0 1) 1 Nii i 1;1 1 i I HI " P R 0,11- 1: 1 WI I I MI I I I III 1 0)N It I I It I tj 1 10 Olt 11:MI H If f 1. 1 1 1 y '+f k V j I N G v I I ( IN'MI. Al 1 ON & I N00014 Vt H 1 1,A-1 1 0 Pr, 11 1 1 1 1 1 f I N A L J N!:'I"I C 1 .1 0 N i't P I- E'M I II H Y II ', i f I t!1 f Ili. I I 1 1 I N':�I%F C 1 1 (IN PI R FI)R My 11 H I H IF M ii, N I WIN I Hit 1 1 It I N 1 1`1 11.1 I f C 1- :1 it r f. G rep. .or Li S. -� tZ a-�ry n L. 1J en�on Lot (o0 43[c� ksn, Lk Acres or,g��al gra.Ql� — -- -- pro X irn a`� P roPo'5 ed 5 rad e_ lo°W stbPe, -Fi om �h�S port�-o WeS't 1 in e G I` f�jf -hbonl rbf tof � N ol E In r*S 9r,� cvta-�-d�,�e - - - - - - A. P�i�nart� RtSGrVB �- �u+glrty D rajn�teld Brea Li L►� _ 0.cce5.4 ._ C n� ek b�l-- S O•�'t O �z a o a ,v'� 77' p—s — o t • r- reset _ kl l� p, _S��•1�=so. ___ I ' I . 77' I � . I � 4 I t\' - , &" <VG— E '-M"ON � se N 6. BoUG Qp ��oF WASy�n,Cy92 0008913 O� 9FG1STVV: / AL ECG ¢, CEXPIRES.5= -94 i i CONSOLIDATED ENGINEERING CONSULTING ENGINEERS PHONE INSPECTIONS -CIVIL 360-479-5598 - DESIGNERS -STRUCTURAL - PLANNERS - FOUNDATION GEO-TECHNICAL - RESIDENTIAL P.O. BOX 2321 BREMERTON, WASHINGTON 98310 OCT 24 ' 94 7:02 FR07M ROBBINS ENGINEERING TO Tl LTON PAGE .002 QUbi TYPE SPAN P1-H1 OVERHANGS JOB MARK 2 HIP. 280004 9 3000 3000 7 LB}n{��jN nN n' 'nT (682 2 ' '" • /�t Y +M K1 iY�1ii1 VVY Li 8 0 0 T3� : =941E 868 760 HO 10-00 5�5� HO 10-00 5x84 5x80 E 44,1 C N =° US 3x5 12 82 83 9 I 8=6\\ J L 8-07-12 4 x7'� 4x7/- ix7Z�- 4x7'�' 1Ox14= 1Oxl4= D A E 31 F -- 5X12 4x6 5x12 I 0 3x911 3x911 TO 30-00 4-00-00 7-02^03 2-09-15 2-09-15 7-02-03 4-00- 30-00 BC 4-00-00 7-00-07 5-11-06 7-00-07 4-00^00 28-00-04 UnlStar -- Version 37.0.501 MEMBER FORCES (LBS) - EACH PLY ROTES: RUN DATE: 10-21-91 A-J 5721 C J-82 3012 C 1. TROSSES MANOFACTURED BY 3Z-B 3012 C B-H - 2430 C TILTON TRUSS + flat••+++++++ X-C • 2431 C C-S3 - 3012 C 2. ANALYSIS CONFORMS TO PIT TRUSS TRUSS • 33-L 3012 C L-D • 5721 C UBC (TPI-85 G NDS-91). +�laaallf+l♦+++ BOTTOM CHORDS 3. TIZ-IN LOADS SHOWN WITHOUT A-I 4617 T I-E - 4617 T DAMAGE TO TRUSS. CSI SIZE LUMBER FB E-S1 - 2629 T S1-P - 2629 T 4. PREVEMT TRUSS ROTATION AT TOP .26 2X 6 HF-1650 1650 ■-G 4617 T G-D 4617 T ALL BEARING LOCATIONS. Stm .52 2x 6 HF-1650 1650 WEBS 5. ANCHOR TRUSS FORA TOTAL WEB .99 2X 4 SPF-STD 475 I-J 2384 T J-E 2369 C HORIZONTAL LOAD OF 303 LBS-. LEGBA .74 2X 6 HP-1650 E-B • 1619 T E-H - 1365 C 6. PROVIDE DRAINAGE TO LEGBD _74 2x 6 HF-1650 H-F - 1365 C_ F-C - 1619 T PREVENT WATER PONDING. YXCEPTIONS: F-L 2390 C 0-L - 2384 T 7. FASTEN EACH PLY TO THE I-J Zx12 HF-/2 550 NEXT WITH 10d. NAILS. AS G-L SAME AS I-J DL+LL DEFL - .20" IN C-L FOLLOWS: E-B 2X 4 HF-/2 1275 LL DEFL - .18" ( S/360 MEMBER ROWS SPACING(IN) F-C SANE AS E-B S/DL+LL DEFL-999 S/DEPTH- 3.4 TOP CHD 2 12.0 B'N CHD 2 12.0 LATERAL BRACING: PLATES ARE FOR EACH PLY WEBS 3 12.0 TOP CHORD - CONTINUOUS ADDITIONAL MAILING REQ'MNTS BOT CHORD - 120 IN. OC Plating conforms to UBC. IOd NAILS 8 4" ON CENTER ONE BRACE - J-E E-H H-F Plate values may be verified J-E E-H H-F .F-L - F-L with Robbins Engineering. Inc. 8. STAGGER NAILS TO AVOID TRUSS SPACING - 24.0 IN. Grip values are based on gross SPLITTING OF WOOD. area test. Plates are sized LOAD CASE #1 bawd on lumber apecie shown. LUMBER STRESS INCREASE: 15.0% PLATES - 20 GAUGE LOCK LOADING LIVE DEAD (PSF) GRIPPING 294-225 PSI PER PAIR p TOP CHD 25.0 7.0 INCLUDES 15.0% INCREASE ` r' Q BTH CHD .0 10.0 TENSION 1165- 480 PLI PER PAIR y~�p�wAS TOTAL 25.0 17.0 42.0 SHEAR 744- 458 PLI PER PAIR CONCENTRATED LOADS (LES) H 3588 0 4655 JT TYPE PLATE SIZE X Y �r O SUPPORT CRITERIA A *3-PLATES ON EACH SIDE+ y� JT REACT WIDTH JT REACT WIDTH 41 2008 10.00 X14.00 10,8 4.6 LBS IN-Sx LBS IN-SX #2 2600 4.00 X 7.00 17.5 2.0 A 3674 3- 8 D 6926 5-11 M3 2600 4.00 X 7.00 33.0 2.0 B 5201 5.00 X 6.00 CTR CTR LOAD CASE i2 C 5201 SATE X 8.0E CTR CTR A 'Z_ 3 } LUMBER STRESS INCREA38: 15.0% D *3-PLATES ON EACH SIDE+ �}•' fjWn'i3_'��1,�'G•Q LOADING LIVE DEAD (PSF) fl 2008 10.00 1c14.00 10.8 4.6 TOP CHD 25.0 7.0 A2 2600 4.00 X 7.00 17.5 2.0 IONAL BTM CHD .0 10.0 43 2600 4.0E X 7.00 33.0 2.0 TOTAL 25.0 17.0 42.0 E 1070 5.00 X12.00 CTR CTR CONCENTRATED LOADS (LBS) F 1070 5.00 X12.00 CTR CTR H 3588 1 4655 G 1001 3.00 X 9.00 CTR CTR EXPIRES IM7/95 SUPPORT CRITERIA H 101OR 4.00 X 6.00 CTR CTR JT REACT WIDTH JT REACT WIDTH I 1001 3.00 X 9.00 CTR CTR LBS IN-3x LBS IN-Sx J 1050R 8.00 X 6.00 2.4 2.0 A 6926 5-11 D 3674 3- 8 L 1050R 8.00 X 6,00 2.4 2.0 _ Dsaign: S1 1100 3.00 X 6.00 CTR •8 Rob b i n s LEFT RIGHT 92 110E .0E X 5.0E CTR 1.2 HEEL 31x - .sx 3IN - 28X S3 1100 3.00 X 5.00 CTR 1.2 I. MEMBER FORCES (LR3) - EACH PLY A - PLATE IS ROTATED BY 90 DEC I Engineering, Ins. Check: TOP NL 1402 10:n Street NW, JA AvtK-, WA 98001 D.g. No: li CONSOLIDATED ENGINEERING JOB /�it/� f P.O. Box 2321 SHEErNo. OF BREMERTON, WASHINGTON 98311 ' (360) 479-5598 CALCULATED BY T� DATE CHECKED BY DATE SCALE Z 2 2 41 g /r'7� 1,733 z 5,4146 Li AGE (M1IOC�F.i 20E'�Srpk&edsi�O5 11P+EAh11��.,lnc Gmlm Wss 01471 To OrAa PHONE TOLL FREE I-Fm 225 6w BRACING CRITICAL TO PROPER TRUSS PERFORMANCE It is said that a chain is only as strong as its weakest link Likewise, a truss is only as strong as its weakest component One neglected detail can destroy the strength of the entire truss. One detail which is unfortunately at times considered insignificant and at other times completely neglected is bracing. This critical component must be provided wherever and whenever specified in the truss design for the buss to perform as intended. Because a brace for a truss member is critical to performance of the individual truss, it is specified on the truss design. Additional types of bracing may be required for the proper functioning of the entire truss system both during installation and in service. This type of bracing is designated and specified by the building designer. The strength of any member subject to an compression load (F) is dependent upon its resistance to buckling. See A & B. If two members of the same material have the same cross sectional area and shape, the shorter member will have more resistance to buckling. Obviously, a 2x4 member 3'0" long has much greater stiffness than a 2x4 member 18'0" long. From this exaggerated example, one can readily see that the resistance of a member to buckling is a function of its length. One can also readily observe that an unbraced member always buckles through the lesser dimension of thickness or width... See A & B. The lesser dimension ( i.e. the thickness) of most chord members is usually well braced by the sheathing. Howewex, resistance to buckling through the width must be evaluated. Web members subject to compression forces often require bracing to prevent buckling through the thickness. One of the more effective methods of increasing a members resistance to buckling is to decrease its effective buckling length. See G This method is a very efficient system of providing resistance to buckling for webs in a series of identical trusses which are adjacent to one another. A continuous bracing member to be braced as shown in detail C and is anchored to some rigid point preventing movement of the bracing member. In instances where_adjacent trusses do not have identical configurations and in instances where truss spacing is excessive, a different method of providing lateral support for compression web members is required. "4'"bracing is very effective in these instances. The "T"section offers a considerable increase in resistance to buckling over that of a single 2x member. The strong dimension of the bracing member supports the weaker dimension of the braced member and vice-versa See D. An alternative to the "1- bracing method is the application of additional members) to the side(s) of a member to increase its buckling resistance. See E. This method increases the thickness of the weak dimension. It is nearly twice as difficult to buckle two members as it is one. When the two members are connected together the resistance to buckling becomes even greater. Because of the importance of properly braced compression members, we urge that all purchaser of trusses are advised to the necessity for bracing member and proper location of bracing members specified on the truss design. TYLTONTRUSSMANUFACTURERs, I1vc. F 3 i thickn�is j F A B -C D E Unloaded Buckling Through Continuous "T" Brace Scab Member The Thickness Lateral Bracing Bracing i { i i WASHINGTON STATE Attachment B ER Building Record WSEOcmbmt# 91-19- PROGRAM For Site-Built Residential Buildings Heated by Electric Resistance or Heat Pumps ........ ..................................................... ............ .. ....... ......... ..... ............ ..................................................... ..................... ................................... ............................. .......................... ................................................ . ......... ........................... . . .... .................... .. . ..... . .................. ............ . . ............................ ........ ..... ... ......................... ..................................................................... ............................ .... ....................... ............ . ......................... ...................i............ .. . .... . .. .......................... ................................. .... ....... ............................................. ........ .......... (p1l ase check one) (please check one) New Building ❑Addition over 500 sq.ft. XSingle Family E Duplex Jurisdiction: F—"muitifamiiy Ozero Lot Line Home 1:1 Planned Unit Development + please check one: El city XountV Permit# - n&qz! Fi le I D#(if different from Permit + .................. ..... ... -:1.1.1...",........................................... .... ............ .............. ................................. ................. ....... .%....... .... ....................... .X'.. ............ - .:.................. .............................. A. Site Information B. Owner Information Address ME 145A:Q 610 C65M I t-17 Owner (owner at time of construction receives utft payment) city 00,�/Ina zip Company Assessor's Property Tax#(or attach legal description): Address S�j 7,2 6 4t,)Ap qM W 00 Citv State zi Servicing Electric Lifility PUDS3 Phone CQ 0(a C. If Single Family,Zero Lot Line or D. Duplex E.If Multifamily(R-1) Planned Unit Development First Duplex Unit scl.ft. ITotal#/Bldqs. I Total Conditioned Floor Area O sq. ft. Second Duplex Unit sq.ft. I Total #/Units A. Primary Space Heat Type B. Secondary Space Heat Type C. Water Heat Type (check one) (check all that apply) (check one) ❑ Electric Baseboard ❑ None Electric E] Electric Wall Heater Wood /K Gas Electric Furnace Electric Baseboard El Other(specify blow) Electric Heat Pump El Other (specify below) Other .................... ................. ............... . .. . ........ . .. .................. . . ............... ........... ...... . ... ......................... ............................ ..... .....I. ......I......... WSEC Compliance Method For Heat Pump Only: Date of Permit Application 5 - 11 44 L1 Prescriptive Path Built to the Electric Date Building Permit Issued -7 Component Performance Xutili quirements of WSEC? Date of Insulation Inspection 9 - System Analysis Yes El No (if yes, Date of Final Inspection y may offer incentive.) I hereby certify that this building or addition has been inspected for the measures required by the 1991 Washington State Energy Code(WSEC), that it is in substantial compliance with thy_VYSEC, and that the, EC checklist for this building is on file. 77 OF Sig 4�r) f'Building Official or Authorized Representative Date • Building Department:Return white copy to Gail Burris,Washington State Energy Office,P.O.Box 43165,Olympia,WA 98504-3165. • Owner or Building Deparment: Forward canary copy to the servicing electric utility to trigger WSEC compliance payment. • Building Department: Retain pink copy for jurisdiction's building file. WSEO#94-015 5-95 Permit No. MASON COUNTY BUILDING PERMIT APPLICATION 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 a PLEASE PRINT Y7G =3540 #1 Owner My- t Mrs Greaor r L. Zeenlco Phone#Pa3U-92/8 (Even. Site Address Fire District# City Q�1 / St Zip Directions Job Site Se OAO-Che I " 74 a.-) An S� on Owner Mailing Address P o City -3 lvc,- a/e St L)a• Zip 9g3fm�-3 Lien/Title Holder See. o--ff che8 Ti+/,o l SurcLnc e Address Clty St Zip #2 Contractor Name Cwn e r Ludt Contractor Reg # Address Expiration Date City St Zip Phone# #3 If septic is located on project site, include records. Connect to Septic? Public Water Supply Well X Connect to Sewer System? Name of System (if residential, proof of potable water is required) #4 Parcel No.a.-L3 ItJ -7- nnh0Q Legal Description Tract bU, &/acksr» Leik-e I)cre TacfS see a#acheD/ legal descf;.�� #5, ' Building Square Footage: (existing/proposed) 1st FI /I)y / S 2nd FI 9 41 / S 3rd FI / Loft (a8,75 / SO Basement Deck A�yo v e r bedrooms_/ #bathrooms / Garage / Carport / (Circle: Attached or Detached?) Other sq.ft. / #6 Use of building SI n!?4 J -Fa.rrn 1 114 re Describe work #7 Type of Job: New X Add Alt Repair Other #8 MOBILE/MANUFACTURED HOME INFORMATION Model Year Make Model Length Width Serial No. # Bedrooms # Bathrooms Type of Heat Purchase Price$ #9 Indicate by circling the applicable source if any water is on or adjacent to subject property: River Pond Creek Stream Wetland Lake Marsh Saltwater Seasonal Runoff Other Show following on the site plan Lot Dimensions Flood Zones Existing Structures Fences Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topography Septic Systems Wells Proposed Improvements Easements Name of Flanking Street Indicate Directional by (N, S, E, W) Name of Fronting Street in relation to plot plan APPLICANT TO DRAW SITE PLAN BELOW .S e a-tt c�c hed Pra+ m a-p APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW ,See at6r-�e.d Sheep Plumbing Fixtures ($3 each) Fee Mechanical Fixtures ($6 each) No. Toilets q CIRCLE FUEL TYPE: Gas, Electric, Bath Basins �� Heatpump, Other Bath Tubs No. Units Fees Showers _ Furn BTU I Hot Water Htr 3 I Heatpumps _Laundry Washer /e Vent Systems J-Sinks Spot Vent Fans 3© Floor Drains No. Boilers/Compressors I Laundry Basins HP Dishwasher . Air Handling Units _Disposal cfm# f�� Urinals No. Fire Protection Systems Other Auto. Fire Alarm Sys 50�00 Fixed Fire Supp. Sys 50.00 Permit Basic Fee 15/.�0001, _ Auto Fire Sprink Sys 25.00 TOTAL PLUMBING $ y!✓ No. Other Gas Outlets i Wood, Gas, Pellet Stove NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK bR CONSTRUCTION AUTHORIZED IS NOT COM- MENCEDVITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 15.00 WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COM- TOTAL MECHANICAL $ MENCED. PRbbF OF CONTINUATION OF WORK IS BY I MEANS OF A PROGRESS INSPECTION. OWNERS AFFIDAVIT ' CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OF THE ORDINANCE REQUIREMENTS REGU- ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE CONFORMANCE THEREWITH. NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING THE BUILDING DEPARTMENT. DEPARTMENT. X OWNER X BY DATE _ — �T DATE i FOR OFFICIAL USE ONLY: Accepted by: r � ��,� _ Date: DEPARTMENTAL REVIEW FOR OFFICE USE ONLY Approved Cond. Hold Approval Planning: yy� � r Environmental Health: Building Plan Review Occupancy Group:_ Type of Const: Fire Marshal: Other: Special Conditions: FEES Building Permit q, ;,- Plan Check ° Plumbing Fee (a3 ct Mechanical Fee o 0 Wood/Gas/Pellet Stove R 5 (f� Radon Monitor Violation Fee Site Inspection Building State Fee q 50 Other Other cro Building Valuation: ADO 2. 2R"' TOTAL FEE 9 06, 13.94 15:50 '0206 426 3547 3-1aSON CTI PUI) 93 Z 002 BUILDER\HOME,OWNER AGREE14ENT LTSGC, # 94--0574 P Super Good Cents ?HOMEOWNER: GREG AND KATHY DENTON PHONE: 692-4445 SITE ADDRESS: N.E_ 1522 BLACKSMITH DRIVE ACCT: MAILING ADDRESS : P.O. BOX 3721 SILVERDA-LE, WA. 98383 BUILDER: SAME PHONE: SAMP MAILING RDDRESS: SAME - -- -- d�--sta ghat-j—n order--for the electrically heated home located at the above address to be certified as Long Term Super Good Cents, the home must be constructed in compliance with the attached Wattsun heat loss and Long Term Super Good Cents addendum\specificarions. I understand that inspection by District staff is required at each of the following stages: Prior to pouring of concrete slab, if required. Prior to installing exterior insulation and damp proofing the below grade basement walls, if required. X Prior to installing insulation {stru.- ' ure is framed, roof -is on, roughed-wn pli.�mtizg, heating, firing, telephone and TV cable are installed, and a-ll penetratians are sealed) . X Following installation of insulation and vapor retarder -- but prior to covering. X final inspection - all components installed. X Other AS NEEDED. NOTE: Failure to have inspectior_r performed by the P.U.D. at the required times may result in the reduction or elimination of i,icentive payment. It is understood that the Super Good Cents Department is tone notified at 426-0777 or 426-8255 Ext. 777, not less than 48 hours prior to required inspections . I understand the "Long Term" Super Good Cents certification by Mason County Pi:blic Utility District No. 3 only verifies compliance with the Long Term Super Good Cents program standards and only in respect to energy efficiency. Neither the District nor any employees maize any warranty, expressed or implied, in regard to the general workmanship and structural integrity of the residence or the future electrical consumption. i i 06-'13%91 15:51 V206 426 8547 MASON CTi' PUD #3 oo3 I, the undersigned, understand that if the home is built according to this agreement, the attached specifications and heat loss, detailed checklists, and addendum, and is certified by the District representative that I will be eligible to receive Long Term Super Good Cents incentive payment(s) in the amount shown on the attached worksheet. Homes started by September of a given year will have until ,Tune 30th of the following year to pass a final inspection to receive the stated incentive (s) . Homes completed after_ June 30th of the following year will receive the incentive (s) in effect at the time of completion of the home. I further understand that it is my rosponsibility to be aware and adhere to the Long Term Super Good Cents specifications . Only upon veriT_ed completion by the on-site inspections listed in the agreement o fa711--th-e attached criteria by the Mason County Public- Utility District No. 3 Long Term Super Good Cents representative, will the house be certified as a Super Good Cents home, and the stated incentives paid. Signed: r _ r ---- -� — --- Homc ne l�u Ir Date - - - - a. 2 y .epresen�ati TERRI OBERG 'L7 7 1.1i�-Representative(pr�Ind Juu 1, 1994 Date - -------- Homeowner conservation incentives may be paid directly to homeowner, or applied as a credit on your utility account_ *Homes which have not started construction within 60 days of sighing this agreement will receive the incentives (s) in effect at the time construction is begun. 06- 13%94 15:51 %T206 426 8547 MASON CTY PCD #3 2004 . % MSC REFERENCE _PATH FaR ELECTRICALLY_HEM ITD RESIDENCES: COMPONENT CLIMATE ZQNE 1 _ (6000 HDD) Cei _ings i/ Attic R-49 ADV Vaults R-38 Wally 1/ * Abcve Grade ( . 041) R--26 A.DV Below Grade Interior w/ R--5 slab thermal break R-21 Floors Over crawlspaces & unheated R-30 basements Slab-on-grade Perimeter R-15 Glazing 3/ Maximum tested U-value U-0. 35 Reference Area (% of floor) Single Family 15% Multifamily 12% Exterior Doors U-0 . 19 Assumed Infiltration Rate 2/ (ACH) 0 . 35 Duct Insulation Rigid R-11 Flexible R-8 Shower Heads 965 PSI 2 . 5 GPM. Water Heaters 0 to 59 gallons 0.93 EF 60 to 120 0 . 91 yF Mechanical ventilation and pollutant source control in all. Climate Zones . 1/ ADV--indicates advance framing techniques. Use standard wall framing for Multifamily structures . Duplexes qualify as Single Family structures, but receive payments as Multifamily structures unless otherwise noted. 2/ The assumed Jnfiltration rate (ACH) is for heat-loss ca_culations only. 3/ Up to 20% glazing is acceptable for Tier-1 Single Family and Multifamily homes it all components meet the requirements of this table . * R-21 Intermediate + R-5 foam_ If you decide to go Prescriptive Path (reference path anove) please read the list carefully as any item left out or changes to the list may disqualify your home fzom our program and the incentive payments.