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HomeMy WebLinkAboutBLD96-0725 Sign - BLD Permit / Conditions - 7/16/1996 MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 " T:r 1 1_. 0 I N C-3 Imo' Ui 11.11 1 "i" FOR INSPECTIONS CALI. 4�17-9670 pj�_ �a3ag - av-cl Doo�j BETWFE=N 5pm ANC Sam, 427-7262 E1tLD96--0725 PARCEL : PLAT: � C► I V :7" BLK x? LOT :? ,JOB ADSPFSSs NE 24250 4STATiE HOU1E 3 Unl-t: R A-i- 0 FAIR OWNER : WEST BAY AU10 876-8008 CONTRACTORa ASSURED FIRE PROTECTION INC, LFOAL s SN NO, E Of 1/# 1 TO A SP1457 TO C Of SP 124111 s.-m.•.+cas:•:r:mmn::m•yoswarn^:3ca+:—�txc..astt..:acxmr.cgo ::�axmavemx ys,�.�.atr CLASS 01" WORK . . sNEW BFIUFT : 0 BATH : 0 TYPE ANOUNT A'+ DATE tlECE IPT TYPE AMOUNT ty DATE. IFCE IPT TYPE: OF USE . . . . :COM STOR i E-S . . . . . . , :0 ,t)CCUP . GROUP . . . t 7 BLDG. HE 1 GHT . . s 0 .Oft PINT $ 35.00 KS 07118198 W379 TYPE OF CONST . . :? FFRFPLACES . . . . t 0 PI CC 8 2?.75 KS 011t8/96b2379 � - OCCUP . LOAD . . . 0 WOODSTOVE=S . . . . : 0 STFE 8 4.50 IS 01118196�23T9 DWFIA UNITS . : P PARKING SPACE:Sc 0 INSPECTION AREAL 1 SHORE I_ INE7 . , . . sN TOTAL: ,'r;v.25 VAIDtATION" \J :«.W.�6R�1t. 'S .�iRl4`.7.C�Y4'iR•'ffi�i."• ------- TOILETS . . . . . . . . . . : 0 FUEL TYPES--.---.- - E301 t_ERS/COMP-•- MOBILE HOMEr F RON1 . , S 5 .Of-t BATH BASINS . . . . . . : 0 : 0- 3 HP . : 0 ' REAR-. , .N 320 .Oft BATH TUBS - - .— . . s 0 � � 3-15 HP , , 0 MODEL_ SIDE ( 1 ) .W 5 .Oft SHOWERS . , . . . . . s 0 FORN <: 100K BTU : n(' � 15-30 HP . . 0 - MAKE--- - SIDE (2) .E 2:30 .Oft WATER HEATE:RS . . . .. s 0 FURN --100K BTU 0_'� 50 HP . : 0 SWRL 1 NF . 0 .Oft CLOTHES WASfIFR4. . , : 0 FURN •- FL.OGR . . 16zo lip . r 0 -YEAR _.. -AMEA - --- -- - - --- ---- KITCHEN SINKS . . . . . 0 HEAT PUMP . . . . . . : 0 `lLOT ,'*I ZE=. . . s F OOR DRAiNS . . . . . . 0 VENT SYSTEMS . . . : 0 ()"P�Q%5)014_ � AF' COOI_F.RS z 0 t-r-NCTH r 0 BUILDING . . . : 0sf DRINKING FOUNT.., : 0 VENT FANS . . . . . . s 0 t {�)DS , , . . . . . z 0 W I DT11 . : 0 BASFMFNT . . . : N >f LAUNDRY TRAYS . . . . - 0 � u I) FS . I NC I N tO SFR I AL DE(°KS . . . . . . s Ost D 1 SHWASHE;RS . . . . . . . 0 AIR HANDI. I NG UN I�- COMML . i NC i N :O -GAR/f:RRPr? Osf GARB DISPOSAt-S . , . . 0 10000 ct'm . t 0 �L.00/IIEPAIRs 0 AT/GT . :? UP I NAI.S . . , . . , . , . . : 0 > 10000 c tm . : 0 0- HER UNITS , a 0 MISC PLM FIXTURES : 0 S OUTLETS , t 0 PROJECT DKSC1fPItONrI11tR1N0 SIGN PROdEtT COCA11011:N0R1% ON HIT 1 1480 UEtFAIR JUST AS 109 LEAVE 8EtFAIN SI)f. IS ON RIGHT HAND SIDE PAST NCOONM OS. THIS PE1111 8ECONKS Nutt All VOID If WORt± 09 COnSTIICTION AUTNOIIZEI S NOT C®NNENCEO WITHIN 184 DAYS, OI I€ cm iAUC110N G'N HONK IS SUStENIED FOI A PEN100 OF 181 DAYS tT ANY 110E AFTfN INK IS CONNFNCFO. EVIDENCE OF CONTINUA 10N .O1 felt I! A PROGRESS INSPF0 10N N11011 THE ISO D'T PfRIOA. FINAL INSPfC11011 NUS-1 11 APPIOVEI OFF91F 84110100 CAN 8F OCCUPIER, 4111FA OR AGfNT:........ __....___ �. / ,xa .__ _ _._..._....__ AAII St6 PI1T, 63f30SI ✓ ;, COMPLIANCE TO ATTACHED CONDITIONS IS REQUIRED A CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date -2 Fes` by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by PLUMBING Attic by OTHER Groundwork date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by 2-6 ci MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 PEfiM 1 T C: 0N13 1 _U i C3N �; Case No . : BLD96-0725 For : WEST BAY AUTO) Page $ i 1 ) Proposed struotu► -e* or any portion thereof greater than 30" its height from rlrade line , must maintain a minimum of 5 ' setback from all property lines , easements and 10 ' from all Couritv. and State Road right of ways , 2) Approved-, er dimension:; and setbacks on stsbmlttpd rip - elan . 3) Ali approved plans arrt required to be on-site 'for ins�e i. t i on purposeEi , If inspection Is called for and plans are not on site, Approval W NOT be granted . In addition, a Re-- I nspect i on Fee Its they amount: of $30 ..00 per hour (it i n i mum 1 hour ) will be charged and must be co l l e;;ted by this department pr I or to any f ortiver Inspections being performed or approval granted , 4 ) PURSUANT TO 1991 UNIFORM BUILDING CODE , SECTION 305(C ) AND SECTION 513 , ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LFGtBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY . MASON COUNTY BUILDING DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS . A RE I NSPECT I ON rEF' BASED ON RATES IN 1 ABLE 3A OF THE 1991 UNIFORM BO i LD I NG CODE W t 1,L RE ASSESSED IF OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS . X 6) ALt. CONS1-RUCTION MOST MFFT OR EXCEED AI.L. LOCAL CODES, AND USC REOUIRFMENTS , X RUNr G - _..y.. MASON ( (?LINTY BUILDING 6) D�PAR���NTOANPROCESS t F't3RM01�U t Ln i N�,D CCORRECTED DES x 1 E[j AS RE t `ED PER 7) this permit is appr ovod afar l t.auancea Pend i r►g Fire Mar:.ha l i review Install at your own risk , CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 f IiMIi -F 0C3NUJ1J- IC3N , Case No , : BLD95--1520 For ! WEST BAY AUTO PARTS Page : 1 1 ) Ai1 upland areas disturbed or newly created by oonstruotIon aotivities shall be seeded, vegetated or given some other equivalent type of protection against erosion, following the elements the dra i nacle erns i on control piano approved by Mason Co . Public Works , X 2 ) All culverts shall be maintained in perpetuity to ensure that drainage will not overflow ; soar nation with WA . Deist . of Transportation may needed to address the Input of runoff i nt OT :state Rte 3 drainage ditch systems X 3 ) Temporary ero- iron oontroI mensures must be implemented to prevent water quaiity degradation jseent waters , drainages ditches , or wetlands . X 4 ) Approved per site-plan and drainage-erosion control plan . X� 5 ) Applicant proposes 47 parking spaces . Parking should be staff I o i e3nt for 45 normal parking stalls (9 feet by 20 feet ) and 2. handicap parking stalls ( 12 .5 feet bV ?0 feet ) with sufficient maneauvering aisles Handiasp stalls should be of a smooth , fiat surface ar, shou Id be signed with the i nternat i ona i Symbol of Aooess . Sore3en i nq from adjacent rejlde�ntial properties Is required . X 6) 1 . THE AVAiL.ABLE FiRE F1OW 'TO THIS SiTE IS 960 GPM , THE REQUIRED FIRE FLOW FOR THE BUILDING AS DESIGNED IS 2250 GPM . TO REDUCE THE FIRE FLOW DEMAND 'TO WHAT IS AVAILABLE AT THE SITE , T14F FOLLOWING FiRE PROTECTION MEASURES ARE RFOUIRED : A . THE BUILDING SHALL BE FULLY SPRINKL.ERED . B . THE BUILDING SHA1.L BE PROTECTED BY A FIRE AI..ARM SYSTEM . C . THE BUILDING CONSTRUCTION SHALL_ BE UPGRADED TO TYPE V-ONE HOUR . THESE MEASURES WILL REDUCE THE FIRE FLOW DEMAND TO APPROXIMATELY 1087 GPM. THE INSTAL_LA.TiON OF 4 SPRINKLER SYSTEM AND A FIRE ALARM SYSTEM REQUIRE THE SUBMITTAL OF PLANS AND THE ISSUANCE OF A SEPARATE PERMIT . CONTACT THE FIRE MARSHAL FOR DETAILS . 2 . PROVIDE A 2A 10BC RATED FiRE EXTINGUISHER AT ALL EXTERIOR EXIT DOORS FROM THE RETAIL AREA AND EACH TENANT' SPACE> r`�' CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 I'POVIDE LIC3N1l_i i 1 (INS € rr;t,0 kx13 DOolt 3I- . $it. t"L I , IL A . PROVIDE: AN EMERGENCY LIGHT ON THE CENTER OF THE RETAIL SIDE OF THE OCCUPANCY SEPARATION WALL . 7 ) All a7yrovecl p I alas are required to he ors-site for Inspection purposes . If Ines pe ct i on Is called for and plans are not on sites Approval WILL NOT be ranted . in addition, a Re-- Inspection tees in the amount of $30 .i6 per hour (minimum 1 hour ) will be charged and must be collected by this department prior to any further inspections being performed or approval granted . X A.) PURSUANT TO 1991 UNIFORM BUILDING CODE , SECTION 305(C ) AND SECTION 513 , ALL. SIZES MUC;T HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING 'THE PROPERTY . MASON COUNTY BUII.DING DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS . A REINSPECTION FEE , BASED ON BATES IN TABLE. 3A OF THE 1991 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS . 9) They use, hand I I ng and storage of hazardous matetr I a I s or f l ammab l e and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal . X 10) ALL CONST CTION MUST MEET OR EXCEED ALL LOCAL CODES AND UPC RFOIIIREMENTS . X 11 ) Proposed struotuue3• or, any port ion thereof great^r• than 30" in he+ ight from grade I ine, must maintain,-*, minimum of 5 ' setback from all property lines , easements and right of ways . X 12 ) Proposed structure or, portions thereof with an projection over 30" in height from grade line, must maintain a 5 ' separatiam distanoe between adjaoent structures and that furthest projection . X___.____..__ CONCRETE MECHANICAL' MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by PLUMBING date by OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by MASON COUNTY Mason County Bldg. 111 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 13 ) C h a to at-T�jv A bul Iding plans that effect compt i to the -.-kashlngton State Energy Code, 1991 Ventilation and Indoor Air Quality Code, the Uniform Buildin Code and/or, mason County e9' ions must be approved by Mason Coun?y prior to on struct ion X_'___� Ww 14 ) ALL CONSTROC1,10N MUST MEET OR EXCEED LOCAL CODES . IF ANY QUESTIONS, PI-EASE CALL THIS OkWE BEFORE CONSTRUCTION . X 15) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS RE ED PER MASON COUNTY BUILDING DEPARTMENT AND UNIFORM BUILDING CODE . x CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date by date by Building Permit # 72-S MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location ��s ,�'��U �c,.,f� (".3 ,1 This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items listed below must be corrected to gain code compliance ay n 1 lb r�7` l a.•_� Gar y You are hereby notified that the above corrections shall be made BEFORE PROCEEDING 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 Dated NYC Inspector • 2 DO NnT 'MnV H1� TAG JUN 12 '96 14:02 FR WESTBAY AUTO 360 876 7999 TO 2756775 P.04iO4 GENERAL TESTING LARORA TORIE►S', INC. vRts� 18970 T'IIIRD AVENUE NE, P.O. BOX 1586, POULS80, WA 98370 City/County __ Permit # GROUT TEST REPORT CLIENT Westbay Auto REPORT NO 3 PROJECT Belfair Auto Parts Store PROJECT NO. 68508 CONTRACTOR Steve Johnson Construction/Adrian Masonry DATE GROUT SAMPLED 4/04/96 INSPECTOR Norm Criss GROUT,SUPPI IFR Fred Hill LOCATION OF GROUT PLACEMENT Courses 16 -21, North and South ends and course 8 - 15 entrance columns LOCATION SAMPLED 16 - 18 courses NW corner NO. YARDS PLACED 3 OF 4 TRUCK SAMPLED 219 TIME SAMPLED 11:05 MIX DATA INVOICE NO. 400290 CEMENT 6 SK TYPE MAX. SIZE AGGREGATE 3/8 " ADDITIVES C350-2102 SAND C210 AGGRFGATi7 C200 - 6179 _ AIR TEMP 55 0 AIR CONTENT n/a % GROUT TEMP. 60 WEA T HER High Clouds REQUIRED 28 DAY STRENGTH 21000 PSI COMPREHENSIVE STRENGTH TEST RESULTS SAMPLE LAB SIZE AREA SO. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 3 A 3 x 3 x 6 9 04/11/96 7 2.710 3 e 9 C5/02/96 28 4,040 3 C 9 05/02/96 28 3,800 r CERTIFIED BY: DATE.- Laboratory Manager, General Testing Laboratories Quality Assurance for Northsivst Construction 360-779-9196 JUN 12 '96 14:02 FR WESTBAY AUTO 360 8?6 ?999 TO 2?56??5 P.03iO4 GENERAL TESTING LABORATORIES, INC; 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 ORIGINAL City/county__ Permit # GROUT TEST REPORT CLIENT Westbay Auto REPORT NO 2 PROJECT Belfair Auto farts Store PROJECT NO. B8508 CONTRACTOR Steve Johnson Constructiat/Adrian Masonry DA IL GROUT SAMPLED 4/02/96 —INSPECTOR Greg Smith GROUT SUPPI /ER Fred Hill LOCATION OF GROUT PI ACEMENT North and east walls, course 8-16, south and west walls, courses 9-17 LOCATION SAMPLED South wall NO. YARDS PLACED 7 OF 17 TRUCK SAMPLFD 1 71ML- SAMPLFD 1100 MIX DATA INVOICE NO. ------ CEMENT 6 SK I YPL II MAX SIZE AGGREGATE 3/8 Of ADDITIVES None SAND 70% AGGREGATE 30% AIR TEMP 480 AIR CONTENT Na % GROUT TEMP. 52 ° WEATHER Overcast REQUIRED 28 DAY STRENGTH 2.000 PSI COMPREHENSIVE STRENGTH TEST RESULTS SAMPLE LAB SIZE AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES 1N. TESTED (DAYS) (PSI) J 2 A 3 x 3 x 6 9 04/09/96 7 2.670 I 2 B 8.59 04/30/96 28 3,590 2 C 9.38 04/30/96 28 3,840 CERTIFIED BY. DATE: Laboratory Manager, General Testing Laboratories Quality Assurance for Norrh west Construction 360-779 9196 JUN 12 '96 14:02 FP WESTBAY AUTO 360 876 7999 TO 2756775 P.02iO4 GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVENUE NE, P-O. BOX 1586, POULSBO, WA 98370 ORIGINAL City/County_ Permit # GROUT TEST REROR T CLIENT Westbay Auto RFPORT NO 1 PROJECT Belfair Auto Parts Store PHOJEC T NO B8508 CONTRACTOR Steve Johnson Construction DATE GROUT SAMPLED 3/22/96 INSPECTOR Mark Robinson GROUT SUPPLIER ------- LOCATION OF GROUT PLACEMENT Bond Beams LOCH TION SAMPLED North Wall - Center - --- - ---------- NO YARDS PLACED - OF 12.5 TRUCK SAMPLED - TIME SAMPLED --- MIX DATA INVOICE NO. - CFMFNT 6.5 SK TYPE - MAX. SIZE AGGREGATE ADD171VL-S None SAND ------------ AGGRFGATE ----- AIR TEMP 47 AIR CON TEN I n/a % GROUT TEMP n/a WFATIIFR Overcast REQUIRED 28 DAY STRFNGTH 2,000 PSI COMPREHENSIVE STRENGTH TEST RESULTS SAMPLE LAB SIZE AREA SQ. DATE AGE UNIT LOAD RFMARKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 1 A 12.91 03/29/96 7 1 4,630 1 B 13,14 04/19/96 28 6,040 1 C 12.25 04/19/96 28 6,740 CERTIFIED BY. .4c~ DATE- `re' Laboratory Manager, General Testing Laboratories Quality Assurance for Northwest Construction 360-779-9196 '- t � � 0i II C-5-Q J, r LL 'LI " 3 Lt—.11 S7 4re Lo 11 fh CO IJI ---------------- i � r j ! ill pet aJ 1 ! rt� �" A f" t� erc t w S ' i i f ITI i i I t # n fTl - ---- ----- --- --- _ io 3� 4' iEJ cAT5 ilb SE R et rye ;l . t '='A N.L.OIson&Associates Inc. Engineering, Planning and Land Surveying, Formerly R.M. McGinnis & Associates June 18 , 1996 Mr. Steve Johnson Stephen Johnson, Inc . NE 701 Mission Creek Rd. Belfair, WA 98528 RE : Westbay Auto Building Belfair Washington Dear Steve : I have examined the modifications made to the building during the construction phase relative to structural calculations and details provided. In my opinion, the building as constructed conforms to the parameters set forth in said calculations and to the 1994 Uniform Building Code . Please advise Mason County Building Department that the project is satisfactory as far as I am concerned and if agreeable to the building inspector, you should be able to proceed with the dry wall and finishing. You ruly, rman is P.E . resident NLO/erb 2453 BETHEL AVENUE, P.O. BOX 637, PORT ORCHARD, WASHINGTON 98366 (360) 876-2284 FAX (360) 876-1487 MAR 06 '96 14:37 FR WESTBAY AUTO 360 Q76 7999 TO 2756775. P.01i05 GENE,IML TASTING LABORATORIES, INC. 18970 Third Avowe NE, P.O. Box 1586. Puul bv, W shingrou 98370 C P MAY - 61990 JF ET. r-E>PORT �tNERAL Sti�u iGE`' Proj_ectt West Bay Auto Dalg: February 16, 1996 Contractor: Steve Johnson Construction ,a_Nuzn er: 9602.04 Sub-Contractor: Mission Creek Construction Report Number: I Inspector Mark Robinson on site, 12-15 pm, for inspection of concrete and reirrl6rcing placement. Overcast, drizzle, 55 degrees. Sub-contractor places concrete for the exteiior perimeter footings for the rorth, east, south, and west walls, vzth tl.e exception of the entr}' doorway for the west (frorit of bt_ilc ing) t location, the plans call out for two CMli columns each side of the doorway, with #=S : .: nxercirg bar er_,,beddc-,i into the foo` rlg (detail 1_/4) The sub-contractor does not have this icinforc;n : on site, S:1 it'i .z placement : is hcl; 1;."�..k tlucc feet each side of-tlic door vay location. 11'hc_ .%vc xii0i� #5 bar horizontal iootiiig bar are run continuous. Inspector requests that a keyway be 4:o cried the footing at the buck-out on each side. 'The reinforcing and forms are inspected and approved per plan and detail in all locations prior to tor placement, With 1Wo 11r5 oontiriious, 1wrm dimensions 24" x 10", with Corner v'.I$ ?ns.It-,t nOtC_. .,... . . ...' C'.':' . :'� Oilforcing,, and requests that ti_is be br,sn—d o'n." 7r tc> • : oi'i?r -Ili i"�t_. the specifications requiring a 3K mix. Inspector requests clarification., and the crlVt r r'aclo> rjit dispatch who assures inspector that the ticket is not correct, and that the mix is a 5 sack 7/8" 3K mix, no air entraining. Inspector allows discharge of truck, and samples the load at the end of the discharge hose. One set of compressive strength test specimens is made on the placement of 24 yards, and is stored in the field away from the work area for pickup later. NORTHWEST TESUNG COMPANY Mark Robinson Engineering Geologist ICBO Certification#11348 MAR 20 '96 14:53 FR WESTBAY AUTO 360 876 7999 TO 2756775 P.01i01 GENES L TESTING LABORA TORIES, I-Nc 70 THIRD AVENT E NE, P.O. BOX 1586, POULSBO, WA 98370 i MAY — 6 City/County— Permit# 1ENERALSEkv1CFc CONCRETE TEST REPORT --- CLIENT West Bay Auto REPORT NO. 1 ----------- PROJECT Belfair Store PROJECT NO. B8508 CONTRACTOR Steve Johnson Construction DATF_ CONCRETE SAMPLED 02/16:95 INSPECTOR Mark Robinson CONCRETE SUPPLIER - --_-- -- -- — LOCATION OF CONCRETE PLACEMENT Exterior perimeter footings LOCATION SAMPLED same N10, YAI ROS PLIACEV 24 OF TR�IC , SA112! LED T/ML MIX DATA INVOICE NU. N!A CEM17PLiT 5 SK TVPE - P Ax. SIZE 71F>� P" DMHXTURES -- AMOUNT -- O7-/YD AMOUNT --�- 07-1'KD SLUMP 4 " AIR CONTENT N/A % i CONCRETE TEMi (�f=QUII',ED SLUMP 4 RECaU1P D AIR --- % AIR TEMP 5,9 _^ Silv,"I CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS NUMBER NUMBER INCHES 1N. TESTED (DAYS) (PSI) 1 A 6 28.27 02/23/96 7 2,740 1 B 6 28.27 03/15/96 28 4,110 1 C 6 28.27 03/15/96 28 4,250 1 D 6 28.27 03/15/96 28 4.040 CEkTIFIED BY: Ts r��� �� _.��t2�rrt. DATE.- 'rI -A - Laboratory Manager, General Testing Laboratories Quality Assurance for North ivest Construction 360-779-9196 MAR 06 196 14:38 FR WESTBAY AUTO 360 876 7999 TO 2756775 P.04i05 MAY - 61996 'ENERAL8EHiticr NAME: ROBINSON MR I.D. #: 831134880 EXAM TITLE: RcxN CONC 'SR099488R DATE: 111595 CONGRATULATIONS ON PASSING THIS CERTIFICATION EXAM! THE FOLLOWING DIAGNOSTIC INFORMATION IS PROVIDED FOR YOUR PERSONAL USE ONLY AND WILL NOT BE OTHERWISE DIVULGED. WE RECOMMEND FURTHER STUDY FOR ANY SUBJECT'S IN WHICH YOUR SCORES ARE BELOW A HIGH AVERAGE. E - EXCELLENT (95 TO 100% ON SUBJECT) HA - HIGH AVERAGE (85 TO 94% ON SUBJECT) A - AVERAGE (75 To 84% ON SUBJECT) LA - LOW AVERAGE (60 TO 74% ON SUBJECT) L - LOW (0 TO 59% ON SUBJECT) DIAGNOSTIC INFORMATION:-- UBC SEC. 1914.3. 4, 1922. 4 E UBC SEC. 1914. 3. 5, 1917. 5.1 E UBC SEC. 1701. 5 ITEM 1, 1915.7 E UBC SEC. 1809. 5. 2. 2 & 1921. 4. 4 E UBC SEC. 1904. 2. 2 & TaL 19-A--2 E UBC SFC. 1702, 1902 E UBC SEC. 1701. 5 ITM I E ASTM C31 SEC_ 8. 2. 1 E ASTM C94 SEC. 11. 5 E UBC SEC. 1907. 5. 2. 1 L UBC SEC. 1.921. 2.4.1 E UBC SEC. TBL 19-A-3 & 19-A-7 L UBC SEC. 1905. 4 & TBL 19-A-7 E UBC SEC. 1921. 2. 4. 2 L UBC SEC. 1921.7. 2. 2 E MAR 06 '96 14:30 FIR WESTBAY AUTO 360 876 7999 TO 2756775 P.05i05 International Conference of Building Officials 5360 WORKMAN Mitt ROAD • WHITTIFR, CAI IFORNIA 90601-2298 • (310) 699-0541 DOARD OF DIRECTORS CHAIRMAN PMKOMWICL DIRECTOR of C04411NIa+ITY MAY COUIVY OF KTTW Pow OFCJIARD.INASNINOTON - FIMST VICECNAI mm 1 THOM"R.THOmm OFF,GD.O. G ENERAL S t1'.1/I(;M:c� 9LALONU OFFICIAL glMWIFiO.COLORADO Novmd:x-x 15, 1995 SECOND VICE.(>VURMAN AIAN V.81.10FF.P.A.,C.A.O. ASSBTANT OENELOPUtIVT SERVlCu DIRECPDR 9NOENX,ARIZ)ONA ?QMK ROBERT ROBINSON WWDIATE PAST CKAN AM PO BOX 10354 JAM P.OANT7l UM.C10. BUILDING CODE OFIICER OLYMPTA, WA 9A502 YT.VALK.,MN{507A TF1011111Aa C.ARDCR11110R BORAINO OMOAL HOPKINS.tAWN17SOTA PRIM l gAL1J11111 BOILDINL OFFlQK aURUNLAME,CALIFORNIA PALL t.EOGW OFI MANAOFR,BUU31 S AND COOP FNFORChMLNT Re: Renewal of "AMOOLI VII!R,1110"NnTON c iarti.fic ate No: 11348 =Qm R.r&Vm C.Bn Category: Reinforced Concrete DIRECTOR OF BUILDING SkW%:;� SALT LAKE CRY,UTAN CHIPRBD M WiAR O ALTTO,NG CAALIFORNIA This is to at-knowledge your successful eatple-ti on of the LLdWETM0.LARl9F,CRa renewal in the above certification category. DITF OF RutDIND AND NOIA�LINo CM1lA VISTA,CAUFORNNI DAM R.NICK,r C1O. Enclosed 1s your wallet card which will verify your current mocs^a*MuTU^ra+ status of this certification. LAKEW000.OOL.ORA00 RONALD L_mmm"A,C 0.O. DIRECT m f*INBPECTX)*m CoQgratailatlorLs MAPLE ORO%.WAINESOTA JONR IL F"Ct,CR.O. Sincerely, BUILDING OEKJAL VLAND.TEXAS LARRY A. CeYti f icatio'1 Rrmnwa iS W%UmND 9AFLTv DIRECTOR OLENDALE.AR(ZONA International-nat]oral_ Ccnf eren m .A..AA Ir.:GF111JUA 1.C.,-O. of Building Officials DIRECTOR.RUIDWD DEWT'YENT NFWPORT RFAC-V.C LLIFORNIA RON C MATM CJLD. ChVEF of WALDu+n INSPFCTIONB Enclosure BUILDING SAFETY DIVISION ANCHORAGE,ALASKA FAY A1l)•0E1� AbNr1lWaMon (3t01911P8pC1t EeuorUon (3t0)Ep2.?tH� ,COO Es.Inc. (3101095460' r*y*r Npw&nwt (310)W-3953 Ptan Aauty& (31D)g 2Wb Regional of4iees: 6130 Stonerldge Mall Road,Suite 120 • Pleasanton,Califomia 94588 • (510)734-3080 4Y.arw 3,707 7998 Georgetown Road,Suite 900 • Indianapolis.Indiana 46268 • (31 7)879-1677 ( ) 6738 N W.Tower Drive • Kansas City,Missouri 641 S1 (816I 741-2741 NO11V+9AI Callfomla (512)�3216 9300 • 1V� f572)3s39tT6 lollyville Road,Suite 101 Austin,Texas 78759-7455 (512)794-8700 Y&ENrUlan (20t3)937aM 2122-1121h Avenue,N-E,Suite B-300 • Bellevue,Washington 98004 • (206)45T-9541 MAR 06 '96 14:38 FR WESTBAY AUTO 360 876 7999 TO 2756775 P.03i05 GENERAL TESTING LABORATORIES, INC. 18970 Third Ai-enue NE, P.O. Box 1586, Poulsbo, yl4tsltingrou 98370 FIELD REPORT MAY - b a1-:NERAL EH%'10ES PMie: West Bay Auto Date: February 22, 1996 Contractor: Steve Johnson Construction Job Number: 9602.04 Sub-Contractor: Mission Creek Construction Report Number: 2 Inspector Mark Robinson on site, 12:30 pm, for inspection of concrete and reinforcing placement. Overcast, drizzle, 45 degrees. Sub-contractor places concrete for the exterior perimeter foundation wall for the north, east, south, and west sides, including the footing for the entry doorway for the west (front of building) wall which was left out from the previous footing placement for lack of the required #8 CMU column bars. Today, all reinforcing and forms are found per plan (detail 1/4). Concrete is placed by pump at a 4.0" maximum slump at the discharge, with the walls rodded with a 2x4 board for consolidation_ A 5 sack 7/8" 3K mix with no air entraining is used. One set of compressive strength test specimens is made on the placement of 12.5 yards, and is stored in the field away from the work area for pickup tomorrow. Sampled along the north wall, west third. NORTHWEST TESTING COMPANY Mark Robinson Engineering Geologist ICBO Certification#11348 Qaolity ixxutnirrt:fisr Nordiwst constmetion GENERAL TESTING LABORATORIES, INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 MAY — 6 1996 City/County — Permit# ,:NERALSEhyiCE.c' CONCRETE TEST REPORT CLIENT West Bay Auto REPORT NO. 2 PROJECT Belfair Store PROJECT NO. B854, CONTRACTOR Steve Johnson DATE CONCRETE SAMPLED 02/22/96 INSPECTOR Mark Robinson CONCRETE SUPPLIER Lone Star LOCATION OF CONCRETE PLACEMENT Exterior perimeter foundation walls for the north,east,south and west sides,including entry doorway for the west wall. LOCATION SAMPLED North wall, west third NO. YAROIS PLACED 12.5 OF TRUCK SAMPLED -- TIME SAM,PLEG' 1 00 MIX DATA INVOICE NO. ---- CEMENT 5 SK TYPE --- MAX. SIZE AGGREGATE 7/8 " ADMIXTURES --- AIVOUNT --- O7_/YD --- AMOUNT --- OZVYD SLU;VP 4 " AIR CONTENT -- % CONCRETE TEMP. -- REQUIRED SLUMP --- it REQUIRED AIR -- % AIR TEMP 45 VVEATHER Overcast, drizzle f?E G,U!RED 2`' f7l±.Y 1 RE..NC�`H ✓ t -=rid r :nn _T'-n i n.rv_nr . I ,.n_-'_". i .. _rt ." { :..: ._. ..'-.: -� 1-C—L' REAW RKS NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI) 2 A 6 28.27 02/29/96 7 2,800 2 B 6 28.27 03/21/96 28 4,220 2 C 6 28.27 03/21/96 28 4,340 2 D 6 28.27 03/21/96 28 4,320 CERTIFIED BY: fit`t�`��� .�T-��lrl DATE: Laboratory Manager, General Testing Laboratories Quality Assurance for Northivest Construction 360-779-9196 DATE JOB NO. Gr;lerel Testing Laboratories, 0 ( f�-Z -q6 18970 3rd Ave. N.E., P.O. Box 158 ttn I III 4 PROJECT Poulsbo, Washington 98370 MAY - 6 1996 ` AK1� (360) 779- 195 CONTRACTOR OWNER TO - "NERALSEWC WEATHER TEMP. at AM °at PPs PRESENT AT SITE {� i THE FOLLOWING WAS NOTED: ? .rG S/9/i c� G! f`�G/firt ff c�!•� �'/l s.r// /y/.�G$.fir<s.e / � •Z' !f'C --- f � --7 �if 5 � OVA �� ( o•rC�1 S'ct�_ !��� is - ,��s ----- _ 0- i/ t ---- COPIES TO SIGNED APR 29 '96 08:42 FR WESTBAY AUTO 360 876 7999 TO 2756775 P.01i01 GENERAL TESTING LAB ORA TORIES, INC. 18970 THIRD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 ORIGINAL IICC City/county Permit # MAY - 61996 GROUT TESL' REPORT "4/' 4LS&jra Ruto REPORT NO. 1 PROJECT Belfair Auto Parts Store PROJECT NO. B8508 CONTRACTOR Steve Johnson Construction DATE GROUT SAMPLED 3/22/96 INSPECTOR Mark Robinson GROUT SUPPLIER ----- LOCATION OF GROUT PLACEMENT Bond Beams LOCATION SAMPLED North Wall - Center NO YARDS PLACED - OF 12.5 TRUCK SAMPLED -- TIMF SAMPLED -- MIX DATA INVOICF NO. --- CEMENT 6.5 SK TYPE_ - MAX" SIZE AGGREGATE --- " ADDITIVF_S None SAND ------------ AGGREGATE ---- AIR TFAIP 47 ° AIR CONTENT n/a % GROUT TEMP. n/a WEATHER Overcast REQUIRED 28 DAY STRENGTH 2,000 PSI 1 A 3 d8 z 3 9n6" 12-91 03/291961 7 1 4,630 1 B 13-14 04/19/96 28 6,040 1 C 12.25 04/19/96 28 6,740 CERTIFIED BY: DATE: Laboratory Manager, General Testing Laboratories Quality Assurance for Northwest Corr-druction 360-779-9194 ` DATE JOB NO. Cne;F31 Testing Laboratories, Inc. — 18970 3rd Ave. N.E., P.O. Box 1586 PROJE T Poulsbo, Washington 98370 ,B v iz LOCATION (206) 779-9196 1 ' 'e— CONTRACTOR OWNER TO i 1 WEATHER TEMP. at J/ AM �t '1 ' / J n Rn IE eil PM PR T AT SITE M 6 J i THE FOLLOWING WAS NOTED: lENERALStki►I0p-:c' 1 i .zjz:. l f A) x i�� rey2_.SZ= „Y) — --- sue' S --- r- '4/w Ez-- �Y-V,4-5- i � 21 COPIES TO SIGNED RECYCLED PAPER MAY 02 196 15:41 FIR WESTBAY AUTO 360 876 7999 TO 2756775 P.01i01 GENERAL TESTING LABORATORIES, INC. D I 18970-T1 URD AVENUE NE, P.O. BOX 1586, POULSBO, WA 98370 �. MAY - 61�96 ORIGINAL City/County Permit NERAl.���f�ilC�c GROUT TEST REPORT CLIENT Westbay Auto REPORT NO. 2 PRO!ECT Belfair Auto Parts Store PROJI-CT NO. B8508 CONTRACTOR Steve Johnson Construction,/Adrian Masonry DATE GROUT-SAMPLED 4/02/96 INSPECTOR Grey Smith GROUT SUPPLIER Fred Hill ----— --- - LOCATION OF GROUT PLACEMENT North and east walls, course 8-16, south and west walls, courses 9-17 LOCATION SAMPLED South wall NO. YARDS PLACE U 7 OF 17 TR0"-K SAP✓PLED 1 ThME: SAMPLED MIX DATA INVO1Cl7 NO. - CEMEN7 6 SK 7YI'E- li MAX. SIZE AGGREGATE 3/9 " ADDITIVES 10ne SAND 70% AGGRFGATE 30% AIR TEMP 48 ° AIR CONTENT n/a %� GROUT TEMP. 52 WEATHER Overcast REQUIRL-D 28 F)AY STPENGTN 2,000 ✓1,31 2 B 8.59 04/30/96 28 j 3,590 2 C 9.38 04/30/96 28 3,840 CERTIFIED BY - 1,G�i�n` DATE: Laboratory Manager, General Testing Laboratories Quality Assuraricc,for Northwest Consrrucrion 360-779-9796 JUN 24 '96 08t54AM GENSCO INC TACGMA P.3/3 s Model GW and GW8 exhausters are designed for sidewall mounted applications where roof mounted exhausters may be too costly or impractical to install.These models feature a spun aluminum housing,an aluminum,non overloading centrifugal wheel and positive motor cooling.A removable mounrting ring r is provided for ease of installation.Model GW and GWB fans are licensed to bear the AMCA Certified Ratings Seals for air and sound performance and are U.L. Listed. Stock Notes:—Model GW Units are stocked with 115/60/1 motors mounted. All stocked GW units can be used with Model 5W speed control for variable performance requirements. Models GW-60 thru GW-120 can be shipped by UPS, Model GWB ML D For maximum flexibility, select units are stocked with r.. motors and drives to ship loose LMD(for field mounting). Open,totally enclosed,and two speed motors are available for LMD units.Specify fan RPM, motor HP,voltage and phase. Model GW8 is U.L, 762 listed for restaurant applications and GW • for operation with air temperatures up to 300°F.i CONSTRUCTION FEATURr5S B Removable mounting ring for ease of installation. Spun aluminum hood,aluminum wheel, and galvanized steel frame. GW • Easily removable cover for access to motor. • Disconnect switch (standard). _ • Vibration isolation for entire motor and drive assembly. ;4 DIRECT : ; ELT DRIVE • Thermal overload protection(Model GM • Motors located out of airstream and cooled by ambient air. A, • Models GW-60 thru GW-95 are equipped with 3 speed motors,field wired for either 1050,1300, or 1550 RPM. SIDEWALL EXHAUSTERS ACCESSORIES • Speed controls. See Page 43. • Sackdraft damper, Model WD-323 gravity or motorized. —g--r See Page 45. • interior wall grille. DIMENSIONAL DATA 9 o- -` C ` A ^� wall WO 323 Damper Mtgr; _ c I Mocfcl 'q a ` C Dampat. Frame Opening Sizo' Size circle 7 I f f f UL Lj led II I ... • s r I I raNrt745-0'.vB ; GW_ 60-75 19% 13'/- 15=(a 9'Jt10 4V4 I GW r 22'!• 19'h i 1'J-,x 11'!. 10 x 10 12 x 12 15 i s 3 dw 95 is 1T/. 120%a 13YzX13'/ 12X12 '14X14 C)16'ti� 'Note:2 inches MinimUhl.5 inches xhen motorized damper 100-i29 y �' is required. 237, 102 z 16'! 14 z 1h• "16i 16 20 Q Lq-3aS70 13b 150 . . T" G e 2631. 22 1 23rh l 151r z 1511t 14 x 14 :16.16 amel/i Greenhrck certitics that th,GW and ( tiWB ' eephrao .r• moCsls.Hawn herein sre licensed to bsar the C�WB ' 351a 26'./. 129l`s 197 x19'/: i8 z 18 20 i 20. 25'h' rtarrncs;y 18' I AMCA Seal.The ratings shown are based an i - canto rests and procedures periamed in accordance with AMCA PUDli,ation 211 and WCA i qq t( Publication 311 and oCmDly with the j` reouiren,ents of the AMCA Certified Ratings 1p��( Program •,. 15 _JUN 24 '96 08:53AM GENSCO INC T06-6M4`­­­ P.2/3 GW PERFORMANCE DATA STATIURE 1W CAPACITY r0.100 1 C,MODEL RPM TS PRESS 0M 0.0 5MV SHP Sonel 8HP I Sond I SHP 9one I H flp wn Sornme L U - 1060 )234 0 123 1 -1.7 a 1 0 007� 1.9 1_7 '006 1300 1765 1 1 1'26, I/W HIP 2_9 9 29 012 g.5 1 .212 1 1 1 F 113 1550 3297 PI 7 70 i 19111 3§ 3.9 APO 3.9 T320 1 3.9 4 3 1 L010 T_ 1,0 E 1010 2234 180 1 126 109 1 2., - I M8 1 2.0 9 1 2-0 1 .009 GIN-" 7.92 1 191 170 97 1/30 HP r,�130O 27155 3.2 1 0)4 1.0 1 .016 2.9- 1 .W 2.7 1 m 11 I= 357 4.4 1 .FI-i 1.3 1050 2234 2 iQ 1.7 1 QC8 1 1.5 .008 1 OW-70 1300 27053 9 267 1 256 1 112 1/40 HP A.i I oi3 3.,t 1 .015 1 3.2 1 -- 1550 3297 3 6.9 1 3j;A 1 335 1 215A Iro I -1-5.6 .01.n 5-3 1 _0Z 5.2 1 .0-21. 1 4.7 1 .026 4.2 1 M iosi) 2234 2�7. 210 1 1 IR 1.3 S - i 01 ...d 1 .012 1 2.7 ' *01-2,+ 1300 2765 3501 - 94 279 IIZZ HP 1 1 4.4 1 .023 2.8 3.7 1 -Q?A 1 3.6 i -021 0 1560 3-, 1 4 4 171 r%g; 1 030 5.4 1 .039 5.3 2? .1 .5 F 1080 295 2% Lp I - na.T4" .012 3.0w* 4 1 ,1 1 Q15 3.5 1 016 3 2 Z3 Gao .1701 403 I 5._ 1 I 3. 1120 HP 1=0 5.4 1 nqq 5.4 1 5.4 026 5 1 1 4 _I 0.31 -4 .03 p 1550 4413 4AO J41 411 IZ6 1 P -7.4 1 .041 7 4 1 .042 1 4 1 .047 4 .053 1 74 1 .054 1050 2990 1 31qq i2s 1 306I 182 3.a 1 .0112 1 1.7 ! .016 1.7 , .017 a 1 013 Gw-ab 1300 370t 9 -F-410 416 34o 1 236 - I M_ HP E.4 .024 1 5.1 - .027 i 5.3 1 .029 - f..12 i .034 1 4_511 f .035 1550 4413 574 1 -532-- 5=I - 11 462 52 1 7.5 39A 313 161 1 7.5 1 .040 7.4 [ .0d4 7.4 1 .046 1 .058 1 Z 6 i .061 Z,7 '1 .051 1050 2"0 - --"2 -- 470 E�2 . I �:S.a�1119 IL 1 .023 1 3.7 1 .024 '.;.R 1 .077 1 GW_90 12C)a 3701 1-6M 616 6 516 1 391 1 L 5.5 1 .049 1 6.5 1 M2 I 1/13HP 5.4 1 MIA 1 5.4 T.04 �54 Z67 744 571 1 50-' 347 --7.-41 .0E01 7.4 ! .075 7.4 1 7,4 1 .085 7.4 1 .094 1 1050 2990 711 Q(32 969 3AI I 4.9 , .032 4.8 1 .036 4.13 1 .037-- 4.5 1 _037 1 Iwo 3701 Me - 7V 772 6_0 484 1 200 1 Its HIP 7.4 1 .0 a.9 , 061; Lt.1 1 .067 el.S 1 .072 6.4 1 -071 1 4.4 D I1550 "13 - ; 1 1049 9PI 96A A81 "4r: 81A 3 1 9.6 L.1g.3 1 9. .192. 9.4 1 .11, 1 9.1 1 .117 1 8.2 1 121 1 8.0 i .121 1 &0 Af log GA 1140 3418 4 1 -am 4117 - ow-10"1/12 HP 6.91 2.1 .0.5-1 6.4 1 .06 9.7 697 06 1 r,.G' 1 .07 F.-I I -.07 �13W__,2D-8 1/12 MP 1140 3712 -196 108G 1056 1 884 6-4 A 7 1 .08 7.3 1 .06 7 1 .07 1 7.6 --A 7.5 1 .09 1 7.3 .09 -.411 1241 1054 4 inw-13a-s 1/8 mp 1140 41 CO 1.4.71 1 .11 q.67 12 9.6, 9.2 1 .14- A.9 .14 9.7 1 .14 A 1 .10 1140 1 4385 �,423 1 Iwss - I N8 1 1 ' 6 . OW-140-B 1/6 HP 1 10.1 1 11 1 T., is__: 919 AF 313 1 .20 1 4.8 1 .20 TO .19- 2,1 1 1 J,p i Ts i I J.g OW-11510-1111 1/4 HIP lij 1 21 11.8 1 Performance shown mit toe Model GW 4rid bifd.W;cn.SHP acres not include b.)It ano pulley le!i;zae,Trio sound minas shown ve cvonczz vaivas!n!;n zones 315't.17.5m)in I 1101111fphCrIC31 free 4145::tici,:iatod Per AMCA Standard 391.Value:,A%own Are far invan-a-,lon T,,,c.c A:fi-e Wet sane eyels.-'hr A PACA 0*rVI40 Parings 3,)ur)o Saiti applies t-)sconp,ratings only, U V V B PERFORMANCE DATA STATIC PRESSURE IN INCHES OF W.G.i CAPACITY(CFM) MODEL !HP "P11 I TS 1A - 1 0.250 0.375 1 2.750 1 1.000 1 1.250 P S 0� I I SHP Sons I BHP SHP I sorwlf 8dp_ P I Sone 755 aso 368 1214 1001 1 114 5.3 1 0.07 6.3 1 0XIS__5-9 1 0.05 - 1 1975 1877 - I 1763 1633 1476 1269 1000 4173 F 10.7 0.22 i 10-11 i 0.23 10.5 1 0.219 10.21 0.25, 3.9 1 0.25- 9.7 ' 0.24 2174 1 Vowe"A 1987 1879 1 1749 . 1603 JA110 L QW9.14 1131 1200 4594 1271 1 0201 19.0 1 0.30 ILc-, l 0,32 1 11.5 1 0.33 11.Q_Lff-33 1 11.01 2.341 10.81 0.33 1 2537_' 2-14155 2382 22k)2 21 DIS 2C92 1 1974- 1675 1 1/21 1400 5260 1 15.2 1 0.46 1 14.3 ! 0.48 14.1 0.49 13.3 1 0.51 13.0 1 3.52 12.5 1 0-531 12.1 1 0.53 1 11.0 13/4 1690 6067 2917 V4 257a 2M : W 1 F24-�a 1 2213 19'5 2. 7.9 � 0.71 17.7 1 0.7$ 15-9 1 0.74 1-1 A 124 1 2795 21 17 V."_ I 1/4, 740 3! 00 LIA 1 .3 0,24 1 7.8 1 0,2'g ().26 1 8.6 1 0.24, 11/3 rX 4019 1,.4-3'T-05 2951L 1 9799 2575 1 23,5 1 q4& 1 .31 10-4 1 0.23-T-9.7 1 0.36 8.9 1 0.36 1 8.3 1 0.38 8.2 I O.ZA I Z629 1 3466 3323 2-197 1 2981 1 2756 i 1 1/2 960 4649 -- t 14.2 1-0.48 1 13.7 1 0.50 __13.3 1 0.32 t 13.1 1 0-55 12-� 2- 1 0.55 1 10 1 0.55 1 11.4 1 - - A42 I 389a 3765 3645 3533 3316 1 2113 1 261 i3141 1070 5162 16.4 0.69 1 16.3 ().Be 16.0 ; 0.72 16.9 1 0.74 15.7 1 O.T7 18.2 1 0.77 14.7 1 0.77 t 13.6! 0.73 QW1111r.18 200 581 1. 4533 4261 -41 FP, Jf1rE I !eB5 -377a L_ 3411 0.�Z ps 1.05 16.7 6.1-1 1.04 15.8 1 D193 i 18.5 .3 1 1.co 1 18.0 l 1.0� 1 17.8 1 1.08 1 17ZA �1 6.1 1 L_ 5 -5.22 4911 1- 4710 aq ' EI�,�Wo 85d5 127 1 1 22.0! 1.35, 1 92.0 -,1.9,7 1.19 i 20.0746-M " I..52 1J.3 i 1.58 1 17., 'f 1440 7168 j -914 7 L3-83- 1 521�3 5193 1 5102 . Z 1 94 90;1 2'10 1.1.93 1 22.0 q17 1 11 1 Per'tirrinailoa onci-n is for M04);A QING without dweq3 and birdz"en.SHF1 Oc"not include hilt and oulky 10554;5. - The sound ratings shown afs ouomezz vziues in tan at 5 It.(1.5rr)In a hernistieverical fr9c field caiculaiso per All rro4eis in ztock. AMCA Standard 301.Valuip*ShOwn are.for Oilllajiji6on Tyre A:(rawnic sane ev4ls.The AMCA Cjrlifeg natjnqa Bound Sam!sitiolir"to c;onc ratings cAfy. e e-Z, (Motor and Drives unmounted for CN HA-" —�- ,_y , ­� A VL_ 00751Dc hid r Z c -ioor) W��►cx I CXHA57 FAr4- ,THIS ►^ - 10' H1bH,GONG WALL #GvV-too-Bx- `r� • T RL� B R1 AL N6 IS in I i V . 111 „ i M ST E ALL C REN 'WASHING' STj4TE OD St oilI I �Tht�;.,s .0a iOn OT 414L Gx ^1 ( L.4cA rb4o i I I ho d �s i va o�s 1 e era i AGE i SUB IT ANGE FO APP OVAL I i I Z PRIOR PER; ORAI +G W RK O I ( ! THT LA S US* � I m N { ! PITD�TJ- RD P �� SScS ®I 24 OG E O S1 _ - ! BY S i J01 T O EQ'AL DE 2" I�/ 1 Fo NS EC WB�Flu O SMOKE BREK i ! I I i ( >Y IAPF r MASON EAU DING INSPECTOR CHA GES S ACT TO APPROVAL ! ( v Q 3 I I STRUT B IN nrc ,7-ro-SG i x I I I _'LACE (U O R A , I ! f 5 %L 5 I f j T!O T Pl ATE f i ! 481' OG T (I 51 E { I i I i �. C7 5 O B AK R 1 m i - 4 I ► + I , - ! �GP iy0!�D SEAf*G O TH 5 LL .) LM 4! - ��4" 4" L H �NE_ IEG 5 »X2 " GL. HD( O MASON COUNTY MISCELLANEOUS PERMIT APPLICATION �c q&-6'7` 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 • 427-9670 PLEASE PRINT /. /3A- #1 Owner Phone# Vent Fire District# dress 1. 15 City c �' ail Address to iLe City St !a.)k. Zip Applicant AJ g,• NCO. Phone# Applicant Address City ' �Fk�k,�o� (��c. St WA. Zip JJ Directions to Site: 4A�K. S Parcel No. Legal Description 2,4Q 7 #3 Indicate by circling the applicable source if any water is on or adjacent to the property site: i saltwater lake river creek stream pond wetland seasonal runoff marsh other_ - #4 Project Start Date .Project Completion Date #5 Use of Buildiing __� Describe proposed construction A NA N1241 'Depending upon the type of permit,a floor plan and plot plan may be required. �I 'This permit is valid for 180 days from the date of issuance. HI N 1 4 1996 OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY RtGtSTERED CON MENTS OF THE CONTRACTORS REGISTRATION LAW TRACTOR IN THE STATE OF WASHINGTON AND I AM RCW 18.27, AND AM AWARE OF THE MASON COUNTY AWARE OF THE ORDINANCE REQUIREMENTS REGULAT- ORDINANCE REQUIREMENTS FOR WHICH THIS PERMIT ING THE WORK FOR WHICH THE PERMIT IS ISSUED AND IS ISSUED AND THAT ALL WORK DONE WILL BE IN CON- ALL WORK DONE WILL BE IN CONFORMANCE THERE- FORMANCE THEREWITH.NO CHANGES SHALL BE MADE WITH. NO CHANGES SHALL BE MADE WITHOUT FIRST WITHOUT FIRSTOBTAINING APPROVAL FROMTHE BUILD- OBTAINING APPROVAL FROM THE BUILDING DEPART- ING DEPARTMENT. MENT. X OWNER X BY DATE DATE J Show following on the site plan of Dimensions Flood Zones CK`St;ng Structures Fences cture Setbacks Wells I,:)jater Lines Shorelines D�dinz e Plan Easements SepI.1 systems Name of Fronting Street Indicate directional by Pao ced Improvements Name of Flanking Street IN, S, E, W etc. r �P1,0 7V LAN AREA it Al i -- -- -- )R OFFICIAL USE ONLY-Accepted by: Date: — DEPARTMENTAL REVIEW FOR OFFICIAL USE ONLY Inning APP C ND APP HOLD pis 16 Building Fire Marshal Other Special Conditions Fees Permit Fee $ 35%- Plan Check Other Other State Building Fee `f TOTAL DUE $ NOF NORTH KALL Rovq ` as CAJ;* �s t , ry / 3, l Lo �ooF l.^ILoLtig —t Ac 1 a- � M a 3� ssu 3�i x ie �.Aa z3�� Tu To ZxL s I Z K� Woo 11,a►�t3er�.. Cl� O .0 2 d J I O M J 0 Z � � �r M w � i i f 20'-0 / ■ Parts Pius Aso auF store y • Westba �=- (AUTO PARTS 21 LNIeS jJ 1533SHOORREWOODDR. P FAX(36 60)3-5842 5 + SALES: :TORRIANDY ANSON I ' r " BREMERTON,WA.98312FAX(360)373-5842 DESIGN:TORRIWALTER ®'96 THIS SIGN DESIGN IS THE PROPERTVOF HANSON SIGNS INC.&IS NOTTO BE REPRODUCED INANVWAVWITHOUT PERMISSION ORTRANSFER BY SALE Westbay AUTO PARTS --------------------------------- A _ B CV C FUTURE TENANT FUTURE TENANT i i % POBOX4280 PHONE(360)373-6015 ! SALES:RANDY HANSON ^M, 1prs j 1533SHOREWOODDR. FAx(360)373-5842 DESIGN:TORRI WALTER HANSON BREMERTON,WA.98312 SIGNS ®96 THIS SIGN DESIGN ISTHE PROPERTYOF HANSON SIGNS INC.&IS NOTTO BE REPRODUCED IN ANYWAYWITHOUT PERMISSIONORTRANSFER BYSALE 20'-0" / ■ Parts Plus Westba 4 ufostore y _ ® PARTS o AUTO �Q.S pP P 1533SHOREWOODDR. 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