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Home My WebLink AboutBLD0243 Greenhouse Addition - BLD Permit / Conditions - 12/11/1991 TYPE ADDITION ON GREENHOUSE Permit No. 0243 No. Floors Sq Ftg 4404 Owner BISHOP qtAnl v A Tel 275-2200 Date 3..}•0•9�- Addres-s-1 dy Bel fair Zip Cc-J-ractor Self Address Zip Legal Description Tr 1 NE SE Direction to project site Nor IfairHwy I mile from B if i 'rightMvsfim Plumbing Mechanical Sewer Wood Stove Fireplace Deck Garage Carport Basement soft Other /��G Shorelines: Plumbing: Setback: Mechanical: Special Interior: Conditions: FINAL:(` 6�-9022 Mobile Home: ' Smoke Detector: ryz REmarks: Foot ing:,S1 WA f 0&5,�`/OV155 ,Ec--a"C"a I ofc�- Setback:6)o�, Foumdat ion S-2 7-1 Z- 1ZL Walls: Framing: Fireplace: Wood Stove: ow /�—/X/#- � BUILDING PERMIT APPLICATION MASON COUNTY DEPARTMENT of GENERAL SERVICES P.O. BOX 186 SHELTON, WASHINGTON 98584 _ 427-9670 DATE ISSUED PERMIT NO. NA ME MAILADDRESS CITY SST ZIP PHONE OWNER ;q S ' a 0 O DIRECTIONS TO JOB SITE �IQ � C m / � S1 p/Q� Q� OF/FA"is I v Ile PARCEL LEGAL ' NUMBER DESCR. NAME MAIL ADDRESS CITY 8 STATE LICENSE NO. ZIP PHONE CONTRACTOR C v G USE OF BUILDING CLASS OF NEW ADDITION ALTERATION REPAIR MOVE REMOVE WORK ✓ DESCRIBE WORK BEDROOMS DECKS CARPORT NOTICE SEPARATE PERMITS A:401RE40PLUMBING, HEATING, VENTILATING OR AIR BATHROOMS TOTAL SQ.FT. GARAGE CONDITIONING. NO.OF STORIES =L BASEMENT ATTACHED THIS PERMIT BEC LL A VO IF WORK C STRUCTION AUTHORIZED IS NOT COMMENCED 0 J R IF CONS I OR WORK IS SUSPENDED OR TOTAL SQ.FT. FIREPLACE DETACHED ABANDONED IODO AYSATAN FTER WORK IS COMMENCED. PERMANENT SHORELINE / SEASONAL OWNE S AFFIDAVIT T AF AVIT , I CERT Y THAT 1 AM EXEMPT FROM THE REQUIREMENTS OF THE CONTRACTORS I C Y THA AM A CURRENmSUED GISTERED CONTRACTOR IN THE STATE OF REGIS ATION LAW RCW 18.27,AND AM AWARE OF THE MASON COUNTY ORDINANCE WASHI GTON AND I AM AWARERDINANCE REQUIREMENTS REGULATING THE REQU EMENTS FOR WHICH THIS PERMIT IS ISSUED AND THAT ALL WORK DONE WILL BE WORK FOR WHICH THE PERM AND ALL WORK DONE WILL BE IN IN C NFORMANCE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT FIRST CONFORMANCE THEREWITH.NO C NGES SHALL BE MADE WITHOUT FIRST OBTAINING OBT ING APPROVAL FROM THE BUILDING DEPARTMENT. APPROVAL FROM THE BUILDING DEP RTMENT. NER &jd�ATE f X BY DATE FOR OFFICE USE ONLY DEPARTMENT YESPPROVENo DEPARTMENT YESPPROVENo BUILDING VALUATION -2 (P Z� �0 HEALTH PUBLIC WORKS FEE PLANNING FIRE BUILDING PERMIT D.O.T. u BUILDING PLAN CHECK ZC� cj� SPECIAL CONDITIONS BUILDING GROUP PRE-INSPECTION O 5ulm" SHORELINE WOODSTOVE PLUMBING �i otA - O MECHANICAL STATE BUILDING FEE -0 STATESURCHARGE APPLICATION ACCEPTED BY I PLANS CHECK BY KL �FISSUANGE PERMIT VALIDATION� BYCASH CK MO TOTAL i 1�97Gd Mct/� L cogHC a S tl � NiCc C S �� Gi¢�✓�wi3c � � Ni3, �cr cJsc I� a y� to, o Of �lv I 96 q6 ' � � S�v� Ail a 61P RF, V 0 � � ------ � t"•p�'��SUB4�Ct��a�2 1 c�` hPA ox to 01 P ,8E/fd l,ie GR�e M Ho us e I, N L- y f"i0rosed, I /O /-rG A e S /VC Zvi/D��r9 �y� �3 �o ' Fill t- west 3 3 d P ya" y , y st�N��y /Y� 7 14) QUAN TYPE SPAN P1-Hl OVERHANGS JOB MARK 1 8.4 420000 6 0 0 RN 1 3 0 B B 12 I J 6 3 H K 11-02-06 S S4 G L A C 0 F Sl E S2 D Q TC 21-00-00 1 21-00-00 BC 42-00-00 NQ 42-00-00 Elp CSI SIZE LUMBER FB PLATING CONFORMS TO UBC NOTES: TOP .49 2X 8 DFSS 1800 (ICBO) APPROVAL 1. TRUSSES MANUFACTURED BY - BTM .53 2X 6 1800F1.6 1800 PLATES - 20 GAUGE HYDROPTX OLYMPIC STRUCTURES,INC WBS .73 2X 4 DFSTXX 600 GRIPPING 427-340 PSI PER PAIR 2. CONFORMS TO TPI-85. EXCEPTIONS: INCLUDES 15.0% INCREASE 3. TRUSS IS DESIGNED FOR I-E 2X 6 DFSTXX 600 TENSION 910- 565 PLI PER PAIR NO CEILING LOAD. E-J SAME AS I-E SHEAR 885- 431 PLI PER PAIR 4. PREVENT TRUSS ROTATION AT E-B 2X 6 1800F1.6 1800 ALL BEARING LOCATIONS. LUMBER STRESS INCREASE: 15.096 JT TYPE PLATE SIZE X Y 5. ANCHOR TRUSS FOR A TOTAL A 2001 6.00 X 8.00 9.3 5.4 HORIZONTAL LOAD OF 830 LBS LATERAL BRACING: B 3001 8.00 X 8.00 CTR CTR TOP CHORD - 24 IN. OC C 2001 6.00 X 8.00 9.3 5.4 DATE: 2-19-90 VERSION: 31.0 BTM CHORD - 120 IN. OC D 1070 4.00 X10.00 CTR CTR ONE BRACE - I-E E-J E 1070 4.00 X10.00 CTR CTR TRUSS SPACING - 60.0 IN. F 1070 4.00 X10.00 CTR CTR G 1001 2.50 X 6.00 CTR CTR LOADING LIVE DEAD (PSF) H 1001 2.50 X 6.00 CTR CTR TOP CHD 25.0 4.0 I 1010 5.00 X 5.00 CTR CTR BTM CHD .0 1.0 J 1010 5.00 X 5.00 CTR CTR TOTAL 25.0 5.0 30.0 K 1001 2.50 X 6.00 CTR CTR L 1001 2.50 X 6.00 CTR CTR SUPPORT CRITERIA S1 1100 5.00 X 6.00 CTR CTR JT REACT WIDTH JT REACT WIDTH S2 1100 5.00 X 6.00 CTR CTR LBS IN-SX LBS IN-SX S3 1100 5.00 X 8.00 CTR CTR A 3106 5- 2 C 3106 5- 2 S4 1100 5.00 X 8.00 CTR CTR LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A-G = 5977 C G-w3 - 5153 C S3-H - 5183 C H-I - 5183 C I-B - 3508 C B-J - 3508 C J-K - 5183 C K-S4 = 5183 C S4-L - 5183 C L-C = 5977 C BOTTOM CHORDS A-F - 5346 T F-Sl = 3881 T Sl-E = 3881 T E-S2 = 3881 T S2-D = 3881 T D-C = 5346 T WEBS G-F = 824 C F-H = 730 C F-I = 1417 T I-E = 1394 C E-B = 2408 T E-J = 1394 C J-D - 1417 T D-K - 730 C D-L - 824 C DL+LL DEFL = .36" IN B-J LL DEFL = .30" < S/360 S/DL+LL DEFL=999 S/DEPTH= 4.0 QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK7t 9 FI 240000 6 0 o RN 1 3 0 A B 12 6 F G 6-06-06 A C 0 E Sl D A TC 12-00-00 12-00-00 BC 24-00-00 24-00-00 Do CSI SIZE LUMBER FB PLATING CONFORMS TO UBC NOTES: TOP .58 2X 6 1800F1.6 1800 (ICBO) APPROVAL 1. TRUSSES MANUFACTURED BY BTM .50 2X 4 1650F1.5 1650 PLATES - 20 GAUGE HYDROPTX OLYMPIC STRUCTURES,INC WBS .39 2X 4 DFSTXX 600 GRIPPING 427-340 PSI PER PAIR 2. CONFORMS TO TPI-85. LUMBER STRESS INCREASE: 15.0% INCLUDES 15.0% INCREASE 3. TRUSS IS DESIGNED FOR TENSION 910- 565 PLI PER PAIR NO CEILING LOAD. LATERAL BRACING: SHEAR 885- 431 PLI PER PAIR TOP CHORD - 24 IN. OC BTM CHORD - 120 IN. OC JT TYPE PLATE SIZE X Y TRUSS SPACING - 60.0 IN. A 2002 5.00 X 6.00 5.0 3.5 B 3010 5.00 X 5.00 CTR CTR LOADING LIVE DEAD (PSF) C 2002 5.00 X 6.00 5.0 3.5 TOP CHD 25.0 4.0 D 1010 4.00 X 4.00 CTR CTR BTM CHD .0 1.0 E 1010 4.00 X 4.00 CTR CTR TOTAL 25.0 5.0 30.0 F 1001 1.00 X 4.00 CTR CTR G 1001 1.00 X 4.00 CTR CTR SUPPORT CRITERIA S1 1100 3.00 X 6.00 CTR CTR JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1756 3- 8 C 1756 3- 8 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBER FORCES (LBS) TOP CHORDS A-F - 2914 C F-B = 2471 C B-G = 2471 C G-C = 2914 C BOTTOM CHORDS A-E = 2607 T E-S! = 1771 T S1-D = 1771 T D-C - 2607 T WEBS F-E - 762 C E-B - 818 T B-D - 818 T D-G = 762 C DL+LL DEFL - .20" IN B-G LL DEFL = .13" < S/360 S/DL+LL DEFL=999 S/DEPTH= 4.0 MASON COUNTY I Ss haut DEPARTMENT of GENERAL SERVICE - Courthouse Annex I N. Fourth,& W. Cedar P.O. Box 186 Shelton, Washington 98584 (206) 427-9670 building environmental health maintenance landfill parks&recreation fair/convention center planning sewer&water I0-!'1n I r1 a ZHECi:L I ST FOR PrZ• G;:1JSr:u^ CONSTRL)C 7 1 ON No 'Yes Within 200 feet of designated shoreline or wetland r � � _ � -OaOS,i?C [Jri� : -UC:aC1 C"�,'OV'c•-. .�1 V.Q: . ofl: L J L -GpuScv COilst!-.,C L:or, hi oocp. air. Development (Parking Standards, Sign Ordinance, Public Works Review, other applicable agencies) Mobile Home and/or R.V. Park What T Wha . Type Of Construction Is being Proposed? Exempt from building permit application �LLl v C 7 C 7 Exempt from S.E.P.A. process (WAC 197-11-305, 0� WAC 197-11-800) r ` [ ] [ ] Meet all requirements (Which section (s) of -�� t S.M.P. does proposed construction pertain to? O ) ��a- co �l C ] [ ] Variance or Conditional Use Permit required (/ C l C ] Exempt from Shoreline Substantial Development at O Permit process (WAC 173-14-040 ) �,� C ] C Exempt from Substantial Development but within 4+-my Corp.jurisd.ction (WAC .173-14-11b 1 � Printed 3/89 Date Ini 'als