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HomeMy WebLinkAboutBLD99-0621 Modular Classroom - BLD Permit / Conditions - 7/1/1999 MASON COUNTY NilMason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 E3 1..1 i L- D 1 N C PERM 1 `T FOR INSPECTIONS CALL 427-9670 BETWEEN 5pm AND 8am 427-7262 BLD99-0621 PARCEL : 123301063000 PLAT : DIV : BLK : LOT : JOB ADDRESS : 791 NE SANDHILL RD BELFAIR OWNER : NORTH MASON SCHOOL. DISTRICT 360--275-2863 CONTRACTOR : MCK I NNFY MOBILE MODULAR 360-275-2883 LEGAL : Em. Or NE EX CLASS OF WORK . . :NEW BEDR : 0 BATH : 0 TYPE 11OUNT BT DATE RECEIPT TYPE ANOUNT BY DATE RECEIPI TYPE OF USE . . . . :COM STORIES . . . . . . . & 1 OCCUP . GROUP . . . :E2 BLDG . HEIGHT . . : 0 .oft NHSr 1 115.00 INN 87107199 2967 ADJ 1 3H.68 TMJ 09113199 51471 TYPE OF CONST . . :5N FIREPLACES . . . . : 0 FNCP 1 SO.Of TNJ 19)f3/99 51470 STFF 1 4.S1 TIIJ 69103/99 51471 OCCUP .: LOAD . . . . : 44 WOODSTOVES . . . . : 0 PLCN 1 65.06 TNJ 09103199 51418 DWELL .UNITS . . . . 0 PARKING SPACES : 0 I'll 1 87. 50 TNJ 09103!99 51476 INSPECTION AREA : 2 SHORELINE? . . . . :N PINT 1 748.75 TNJ 09/03199 51470 TOTAL: 1442.43 VAIULATION: 64467 SETBACKS---------------- TOILETS . . . . . . . . . . : 0 FUEL. TYPES------------ BOILERS/COMP----- MOBILE HOME— ,FRONT . . .E 100 .0ft BATH BASINS . . . . . . : 0 : /ELE/ / / ; 0--3 HP . : 0 REAR . . . .W 300 .Oft BATH TUBS . . . . . . . . : 0 3--15 HP . : 0 MODEL- :FACTORY BL � IDE ( 1,) .N 96 .Oft SHOWERS. . . . . . . . . . : 0 FURN < 100K BTU : 0 15-30 HP . : 0 SIDE (2) .S 300 .Oft WATER HEATERS . . . . . 0 FURN >-100K BTU : 0 30-50 HP . : 0 BLAZER SHRL I NE .N 0 . 0ft CLOTHES WASHERS , . : 0 FURN -- FLOOR . . . : 0 50+ HP . : 0 AREA - "_ _.____ _ .___.__.....__ KITCHEN SINKS . . . . : 0 HEAT PUMP . . . . . . : 0 99 LOT SIZE - . - FIOOR DRAINS . . . . . : 0 VENT SYSTEMS. . . : 0 EVAP COOLERS : 0 LENGT'H :64 BUILDING . . . : 1776ST DRINKING FOUNT . . . : 0 VENT FANS . . . . . . : 0 HOODS . . . . . . . : 0 WIDTH . :28 BASEMENT . . . : Osf LAUNDRY TRAYS . . . . : 0 DOMES . INCIN :O --SERIAL.#- DECKS . . . . . . : Ost DISHWASHERS . . . . 0 AIR HANDLING UNITS-- COMML . INCIN :O CS146 GAR/CARP :C 192s'f GARB DISPOSALS . . . : 0 .-:- 10000 cfm . : 0 RELOC/REPAIR : 0 AT/DT . :A URINALS . . . . . . . . . ; : 0 a 10000 efm . : 0 OTHER UNITS . : 0 MISC PLM FIXTURES : 0 GAS OUTLETS . : 0 POOJECT DESCRIPTION:NODULAR CLASSROOM. PROJECT.LOCATItN:LFFT ON N SNORE RD RIGNT ON SAID HILL RD, SCHOOL_OM .LEFT:AT TOP' OF Hill. THIS 'PERNIT BECONES NULL AND VOID 1F WORK OR CO_NSTRUCTION,AUTHORIIED IS NOT COMMENCED WITHIN 160 DAYS, OR 1F CONSiRUCTiON OR WORK IS SUSPENDED FOR A PERIOD, OF 189 DAYS AT ANY TINE AFTER WORK IS CONNENCFO. FVIDENCE OF CONTINUATION OF WORK IS A PROGRESS INSPECTION WITHIN THE 1D0 DAY PERIOD. FINAL INSPECTION NUST DE APPROVED BEFORE BUILDING CAN 81 OCCUPII:O. Q OWNER OR AGENT: Y DATE: I —!6 G I q BLD-PPNT, rer: #313114i COMPLIANCE TO ATTACHED CONDITIONS IS REOU i RED CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date by 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 p W WALLBOARD NAILING date by date by Water Line FINAL INSPECTION dale by date ` �, Q6 byr�� ,date by 6WI� 7,12, -- -- ---- MASON COUNTY —� Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 P*F R M I T C C3 N 0 1 "T I cl N ati r Case No . t BL.D99.-0621 For : NORTH MASON SCHOOL_ DISTRICT Pa;1e : 1 1 ) Approved per dimensions and setbacks on submitted site plan . X 2 ) Temporary erosion control measures must be implemented to provent water, quality degradation of adjacent waters or properties . :°:gilt fencing must be installed and maintained until upland vegetation has become established . X 3 ) Proposed structure or ,ortions thereof with an projection over 30" In height from grade line, must maintain a sep4r,ation distance between adjacent structures and that furthest projection . X I"" _ 4 ) Proposed structure or any portion thereof greater than 30" In height from grade line , must maintain a minimum of 5 ' setback 'from all property lines , easements, and 10 ' from all Coun,ty and Mate Road right of ways . 5 ) The use , handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons Is not allowed without the approval of the Mason County Fire Marshal . X j°p 14 - 6) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels . Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or, prior approval. will be granted to use an existing utility and drainar�e easement dedicated -for that specific purpose . Far further Information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior, to construction at Ext 450 . For any construction which is proposed to be located within 25 ' of a Mascfn County road right of way, it is suggested to contact that office to review future planned work which may affect ,your project . X �. . 1 CONCRETE MECHANICAL MOBILE HOME Footings-Setback'O date by Ribbons date by Gas Piping date b Foundation Walls datp by Set Up date by INSULATI014 date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING Attic 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 MASON COUNTY Mason County Bldg, III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 7 ) Owner /builder assumes all responsibility if drainfield/ reserve area is encumbered . X 8 ) 1 . AUTOMATIC FIRE SPRINKLER PROTECTION IS NOT REQUIRED TO PROTECT THE COVERED BREEZEWAY AND THE MODULAR CLASSROOM AS LONG AS THE BREEZWAY IS OF NON-COMBUSTIBLE CONSTRUCTION AND NO COMBUSTIBLE MATERIALS ARE STORED IN THE COVERED BREEZEWAY . X r"',+ 2.-A—TIRE ALARM sVsTrM—T77-AT7UIMED IN THE WDULAR . SEPARATE PLANS AND PERM1l REQUIRED . 3 . LOCATION OF EXIT SIGNS, EMERGENCY LIGHTS AND FIRE EXTINGUISHERS NOTED ON PLANS . X r�-- 9) AL.L CONSTRUCTION SHALL BE AS PER THE PROVIDED ENGINEERING ANY CHANGES SHALL BE APPROVED BY THE ENGINEER OF RECORD IN WRITING AND SUBMITTED TO THE MASON COUNTY BUILDING DEPARTMENT FOR APPROVAL_ PRIOR TO CONSTRUCTION , 10) All approved plans are required to be on-site for inspection purposes . If inspection is called for and plans are not on site, Approval WILL NOT be granted . In addition, a Re- Inspection fee in the amount of $42 .00 per hour (minimum 1 ?,our ) will be charged and must be collected by this department prior to any further ' inspeetions being performed or approval granted . X 11 ) PURSUANT TO 1997 UNIFORM BUILDING CODE , ALL SITES MUST 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 BUILDING DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS . A REINSPECTION FEE BASED ON RATES AS ADOPTED BY THE JURISDICTION AND T14F 1997 UNIFORM BUILDING CODE WILL AE ASSESSED IF OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS . X .b 1<- 12 ) The approved plot planA s required to be on-site for Inspection pug ose. . If Inspection is called for and plot plan is not on site, Approval WIL. NOT be grarsted . In addition, a Re-- Inspection fee in t-he amount of $42 .00 per hour (m i n i mklm 1 hour ) will be charged and must be collected by this department prior to any further inspections being) CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date by Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date FRAMING by date by date by 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 X __ _, 13 ) Any changes in construction shall be reviewed by engineer of record and submitted In writing to the Mason County Building Department prior to construction . X 14 ) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND UBC REQUIREMENTS AND OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION . ANY CHANGE OF USE OR OCCUPANCY WOULD RESULT IN PERMIT PEVOCATION . CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE . x 15 ) REQUIRED INSPECTIONS ( Footing Inspe copy -to pour , Set.-up Inspection-prior to skirtingg Flnal Inspection-prior to occupancy) . I have received a copy of the General Iiiformatlon and Guidelines-Mobile/Manufactured Housing Installations andout for detailed descriptions of all required Inspections on my mobile/manufactured home installation . I hereby assume all responsibility for the scheduling of these required Inspections . If these required inspections are not requested , inspected and signed off ( approved ) by the inspector in the prescribed order , I understand that reinspection fees and an hourly investigation fee pursuant to the 1994 UBC, Table 3A will be assessed In addition to my original permit fees to resolve any questionable practices or problems that have been discovered . I further understand that this investigation will be scheduled as time allows . Until resolution of any/ail , problems no occupancy ( Final Inspection ) will be granted for the residence . OWNER/CONTRACTOR ( indicate which ) Signature X 16 ) Proposed structure or pportions thereof with an projection over 30" in height from grade line, must maintain a 5 ' separation distance between adjacent structure, and that furthest projection . X_ . 17 ) Changes to approved building plans that effect compliance to the 1991 Washington State Energy Code , 1991 Ventilation and indoor Air Quality Cade , the Uniform Building Code and/or Mason Countyy Regulations must be approved by Mason County prior to construction X 16 ) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND UNIFORM BUILDING CODE .x OL _ 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 Case No, -. BL.D99-0621 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 FRAMING by date by date by 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 K PERMIT NO.- BLD -I -0`00gl MASON COUNTY 911 BUILDING PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968 APPLICANT INFORMATION CONTRACTOR IN•FQR.I im Owner �v Contractor Name rlt'-,�.� .L U 1<< Wl Mailin Address Mailing Address City State ,Zip Code �k T---Lcf�- City I State" Zip Code y3� Phone �7S-1St tither Ph.(3hD ).A in-• 1kk Ph.(400 — ther Ph.(,AS3 SaO-4A Lien/Title Holder Contractor Reg. # ffi0IC1Nrfih10SV b +4 Address Expiration SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic A114 Existing Septic Connect to Sewer System Name of Sewer S stem Well �f; Water System Name of Water System 44i � PARCEL INFORMATION-12 digit Tax Parcel No. 33 Q / /0 / (o3000 Fire District_ Legal Description Site Address(Please include street n me, street nu er and ity) 1 i Directions to site e ed , s 1 Will timber be cut and sold in parcel preparati n? (Yes/No) Is your roperty within 200' o the followin Body of Wat r (Name) Saltwater�n Lake River/Creek Pond.Wetland Seasonal Runoff Stream Slopes or Bluffs TYPE OF JOB New K Add Alt Repair Other Use of Building Describe WorkSSrAOw1/�- No. of Bedrooms-611r' No. of Bathrooms SQUARE FOOTAGE-1st Floor 2nd Floor 3rd Floor —i9l, Loft ­a— Basement__ Deck Other sq. ft. 121 Garage_=&—_Attached-15, Detached -IftCarport --© Attached Deta hed ­&• t MOBILE HO E INFORMATION-Make Model Model Year ' Length Width Qk Serial No.L'S No. of Bedrooms_-0�o— No. of Bathros —$ Type of Heat a Purchase Price $�.c 0-6 , � Replacement Unit ?(Yes/No) ;orp - Installer Name Certification No. NOTICE: THIS PERMIT BECOMES NULL 8,VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCEp 141ITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structures for review and inspection of this project.Acknowledgment of such is by signature below: � OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am'Mrrently registered as a Contractor Registratibn Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work will be done in requirements regulating the work for which t4s permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without approval. first obtaining approval. X Date X Date FOR OFFICIAL USE BEYOND THIS POINT Accepted by Date Submittal Amount Due Receipt No.ok- DEPARTMENTAL.. ARI'ROVED DENIED:: CONDITION CODES Building Department rw� 7 $-2-ry - Occ Group Type Constr. - Planning Department Environmental Health Department Public Works Department Fire Marshal Valuation $ .. FEES Building Permit Fee Site Inspection Plan Review Fee UFC Plan Review Fee Plumbing & Base Fee Public Works Review Fee Mechanical & Base Fee Other Wood/Gas/Pellet Stove Fee Other Violation Fee Pre-Paid at Submittal ( ) i{:::tk::•:•::t::•ii;'r,:Y::•:•i::::}:ii::i:•ii:{v::yii:t<v::i$iiiii:v} ....:.:..............::.::.:•.:.�.::::::>z�':� :::>:::s::>s>a:::i :<:»�::>.... TOTAL FEES FORM MUST BE COMPLETED IN INK PLEASE PRESS HARD MASON COUNTY PROJECT SITE INFORMATION Case No. Name N , m G6,o\ SC" 1 S+ PARCEL NUMBER �a330-/U-�30op Date SHOW THE FOLLOWING ON SITE PLAN Show Direction by indicationg N, S, E, W in relation to the site plan Lot Dimensions Fences Existing Structures Driveways Structure Setbacks Shorelines Water Lines Topography S Al, Well Location (including adjacent) Drainage Plan Names of Streets Easements 11 Names of Fronting Streets Septic System E DRAW SITE PLAN BELOW Include adjacent properties if on shoreline or within 100 feet of adjacent property line. adjacent property line- I 1 E-adjacent property line 1 \� well a' I i I 'Trofos-e-d n ?or " 1 E�,EmEnlTf�i2y I I I I (� I � I I I adjacent property line-> I NEE-adjacent property line SAMPLE SITE PLAN adja t property line- 3io� . _ _ D _ _ E-adjacent property line 30' rRFS--RvEE �1 SEASo nr Al_ I• F L _]�PT7L__,�3J. CREEK � I \ � � MOM t i ,Gf�3.EAJ \ HOusf� I > PRO Pem b sm Qt:c 1 1 , I R I VAGnNT 1 anrtAC.<5 \ I 1 30' I i I I D0.OPo�tO R\ �1 � I� �k `\ � A6RiCLLLf{ytiAL 5o I 1 I � 1 I I � I � I I ' I I 1 0 adjacent property lined I a". \i Fadjacent ro ert y line TOPOGRAPHY PROFILE(Show a side view of property. Show slopes, cuts and fills. If possible include height and the degree of slopes. See sample topography profile.) SAMPLE TOPOGRAPHY PROFILE dtstar.ca. to S4ruttu-re- &-stav'LG to ? +S, Stops toa dis+an L '7- � - 99 SignatAe Date STRUCTURAL CALCULATIONS Project 96-95A MCKINNEY MODULAR 28x64 Classroom Building Wind Speed: 90 MPH Exposure: B E CIS WA mac, June 18, 1998 VISSlfu ENCINEE121NC CC. 'E 19062 SE 320th St. Kent, WA 98042 (253) 630-4530 OCT, 21, Vissru ENCINEErINC CC. Project: 96-95A Client: McKinney Modular Simple Beam Design Date: 6/18/98 Beam Number: 1 - Exterior Page: 1 Beam Length: 6.33 feet Dead Load: Unit Weight Beg. trib width End trib width Roof. 10 psf 7 feet 7 feet L Floor: 10 psf 3.5 feet 3.5 feet Wall beginning Wall ending Int. wall: 80 plf 0 feet 0 feet O Ext.wall: 80 plf 0 feet 6.27 feet Beam Reactions: Location Reaction Beam# 0 0 feet 0 pounds A Beam# 0 0 feet 0 pounds Beam# 0 0 feet 0 pounds D Live Load: Unit Weight Beg.trib width End trib width Floor: 50 psf 3.5 feet 3.5 feet Beam Reactions: Location Reaction I Beam# 0 0 feet 0 pounds Beam# 0 0 feet 0 pounds Beam# 0 0 feet 0 pounds N Snow Load: unit weight Beg.trib width End trib width Roof: 25 psf 7 feet 7 feet G Beam Reactions: Location Reaction Beam# 0 0 feet 0 pounds Beam# 0 0 feet 0 pounds Beam# 0 0 feet 0 pounds Reactions Dead Load Live Load Snow Load Beginning 586 pounds 553.875 pounds 553.875 pounds D End 581 pounds 553.875 pounds 553.875 pounds Member Forces Dead+Live Dead+Live+Snow E Maxinum Bending Moment: 1803 ft.-lbs. 2679.54 ft.-lbs. Maximum Shear:* 970 lbs. 1418 lbs. *Taken distance'd' from support S Allowable Stresses LDF= 1 LDF= 1.15 Modifiers Bending,Fb(+) 2,800 psi 3,220 psi CF= 1 I Bending,Fb(+) 2,800 psi 3,220 psi Shear,Fv 285 psi 328 psi Elasticity,El 2,000,000 psi 2,000,000 psi G Required Section Properties Provided Section Properties Area,A= 6.49 in.^2 Area,A= 12.69 in.^2 N Sect. Mod., S= 9.99 in.^3 Section Modulus, S 15.33 in.^3 4 Mom. of Iner., I= 30.23 in I= 5 5.5 7 in.^4 Provide: - 1.75 x 7.25 Microlam VISSER ENGINEERING Cc. Project: 96-95A Client: McKinney Modular Simple Beam Design Date: 6/18/98 Beam Number: 2 - Interior Page: 2 Beam Length: 6.5 feet Dead Load: Unit Weight Beg. trib width End trib width Roof: 10 psf 0 feet 0 feet L Floor: 10 psf 6.92 feet 6.92 feet Wall beginning Wall ending Int.wall: 80 plf 0 feet 0 feet O Ext. wall: 80 plf 0 feet 0 feet Beam Reactions: Location Reaction Beam# 0 0 feet 0 pounds A Beam# 0 0 feet 0 pounds Beam# 0 0 feet 0 pounds D Live Load: Unit Weight Beg.trib width End trib width Floor: 50 psf 6.92 feet 6.92 feet Beam Reactions: Location Reaction I Beam# 0 0 feet 0 pounds Beam# 0 0 feet 0 pounds Beam# 0 0 feet 0 pounds N Snow Load: unit weight Beg. trib width End trib width Roof: 30 psf 0 feet 0 feet G Beam Reactions: Location Reaction Beam# 0 0 feet 0 pounds Beam # 0 0 feet 0 pounds Beam # 0 0 feet 0 pounds LJ Reactions Dead Load Live Load Snow Load Beginning 225 pounds 1124.5 pounds 0 pounds D End 225 pounds 1124.5 pounds 0 pounds Member Forces Dead+Live Dead+Live+Snow E Maxinum Bending Moment: 2193 ft.-lbs. 2192.78 ft.-lbs. Maximum Shear:* 1099 lbs. 1099 lbs. *Taken distance'd' from support S Allowable Stresses LDF= 1 LDF= 1.15 Modifiers Bending,Fb(+) 1,000 psi 1,150 psi CF= 1 I Bending,Fb(+) 1,000 psi 1,150 psi Shear, Fv 75 psi 86 psi Elasticity,E 1,100,000 psi 1,100,000 psi G Required Section Properties Provided Section Properties Area,A= 21.97 in.^2 Area,A= 25.38 in.^2 N Sect. Mod., S= 26.31 in.^3 Section Modulus, S 30.66 in.^3 Mom.of Iner., I= 57.72 in.^4 I= 111.15 in.^4 Provide: - 4 x 8 Hem-Fir#2 yISSEI� ENCINUMINC CCAUANNY Project: 96-95A Client: McICinnev Lateral Load Calculation Date: 6/18/98 Building Portion: Front Page: 3 S Seismic Base Shear V= (ZIC/Rw)W Z= 0.3 For Zone 3 E I= I For Occupancy Category IV. C= 2.75 For structural period<0.56 seconds Rw= 8 For bearing wall systems with Plywood shear walls I 4620 tbs. Seismic Weight and Base Shear Distribution S Level Unit Weight Tributary Area Wx Story Height Wx hx Fx Roof 13 psf 1792 sf 23296 lbs. 9 feet 209664 4190 lbs. Floor 12 psf 1792 sf 21504 lbs. I feet 21504 429.8 lbs. M Floor 0 psf 0 sf 0 lbs. 0 feet 0 0 lbs. 44800 s. Seismic Story Shears and Diaphragm Forces I Level Story Shear, Vx Diaphragm Force Roof 4190 lbs. 4190 lbs. Floor 4620 lbs. 2218 lbs. C Floor 4620 tbs. 0 tbs. Design Wind Loading: 1994 UBC Criteria Tie-Down Requirements: Design Wind Speed: 90 mph Governing Shear: Wind Exposure: B Vmax= 10376 lbs. W Wind Stagnation Pressure,qs: 20.7 psf Gust Factor Coefficient,Ce: (0'-15') 0.62 Rated Tie-Down Capacity: Gust Factor Coefficient,Ce:(20') 0.67 Pcap= 4700 #ea. Gust Factor Coefficient,Ce: (25') 0.72 Diagonal Shear Cap= 2350 #ea. Gust Factor Coefficient,Ce: (30') 0.76 In-Line Shear Cap= 3324 #ea. Roof Pitch: 0.25 in 12 I Horizontal Pressure Coefficient for Roof,(Method 1): 0.02 umber of Diagonal Tie-Downs: 2 Pressure Coefficient,Cq: 1.3 Number of In-Line Tie-Downs: 2 Design Wind Pressure: (0'-15') 16.7 psf Design Wind Pressure: (20') 18.1 psf Foundation Shear Cap= 11348 lbs. N Design Wind Pressure: (25') 19.4 psf Design Wind Pressure: (30') 20.5 psf Capacity Exceeds Demand-OK Wind Load Calculation Roof Height D Level Height to Top Plate Length of Building Portion From Top Plate Fx Vx Roof 9 feet 64 feet I feet 5562 lbs. 5562 lbs. Floor 1 feet 64 feet N/A 4813 lbs. 10376 lbs. Floor 0 feet feet N/A 0 lbs. 10376 lbs. VISSEU ENCINEEUINC CCAUAS ' Project: 95-95A Client: McKinney Lateral Load Calculation Date: 6/18/98 Building Portion: Side Page: 4 S Seismic Base Shear V= (ZIC/Rw)W Z= 0.3 For Zone 3 E I= I For Occupancy Category IV. C= 2.75 For structural period<0.56 seconds Rw= 8 For bearing wall systems with Plywood shear walls I 4620 tbs. Seismic Weight and Base Shear Distribution S Level Unit Weight Tributary Area Wx Story Height Wx hx Fx Roof 13 psf 1792 sf 23296 Ibs. 9 feet 209664 4190 lbs. Floor 12 psf 1792 sf 21504 lbs. 1 feet 21504 429.8 lbs. M Floor 0 psf 0 sf 0 lbs. 0 feet 0 0 tbs. 44800 s. Seismic Story Shears and Diaphragm Forces I Level Story Shear,Vx Diaphragm Force Roof 4190 Ibs. 4190 tbs. Floor 4620 lbs. 2218 tbs. C Floor 4620 tbs. O lbs. Design Wind Loading: 1994 UBC Criteria Tie-Down Requirements: Design Wind Speed: 90 mph Governing Shear: Wind Exposure: B Vmax= 4620 lbs. W Wind Stagnation Pressure,qs: 20.7 psf Gust Factor Coefficient,Ce: (0'-15') 0.62 Rated Tie-Down Capacity: Gust Factor Coefficient,Ce: (20') 0.67 Pcap= 4700 #ea. Gust Factor Coefficient,Ce: (25') 0.72 Diagonal Shear Cap= 2350 #ea. Gust Factor Coefficient, Ce: (30') 0.76 In-Line Shear Cap= 3324 #ea. Roof Pitch: 0.25 in 12 I Horizontal Pressure Coefficient for Roof,(Method 1): 0.02 Number of Diagonal Tie-Downs: 2 Pressure Coefficient,Cq: 1.3 Number of In-Line Tie-Downs: 0 Design Wind Pressure: (0'-15') 16.7 psf Design Wind Pressure: (20') 18.1 psf Foundation Shear Cap= 4700 tbs. N Design Wind Pressure: (25') 19.4 psf Design Wind Pressure: (30') 20.5 psf_JJ Capacity Exceeds Demand-OK Wind Load Calculation Roof Height D Level Height to Top Plate Length of Building Portion From Top Plate Fx Vx Roof 9 feet 28 feet 1 feet 2433 lbs. 2433 tbs. Floor 1 feet 28 feet N/A 2106 tbs. 4539 lbs. Floor 0 feet feet N/A 0 lbs. 1 4539 tbs. 0 � a 64'-0" V 8" 6'-4" 8 SPACES AT 6'-3" = 50'-O' 6'-4" 8" Z N . W " 0 W 8 SPACES AT 7'-10" = 62'-8" EZZI Z 3 Z " 1L 1 W WN � � W 4x8 H.F.12 4x8 H.F.N2 4x8 H.F.#2 4x8 H.F.#2 4x8 H.F.J2 4x8 H.F.12 4x8 H.F.12 4x8 H.F.# f/) ROOF COLUMN LOCATION PIER, IYP, 32'-0" •� I ' N (3) PIERS (5) PIERS TYP (3) PIERS CENTER ON ROOF COLUMN o 48 H.F.12 4x8 H.F.12 4x8 H.F.#2 4x8 H.F.J2 4x8 H.F./2 4x8 H.F./2 4x8 H.F.12 4x8 H.F.#'2 §7 TIE-DOWN TYP. 6TYP. 1 1 m o a � x �w E mgd 9TYP. �slm. TYP IYP. a TYP. �Urn =b p FOUNDATION PLAN M-3 SCALE: 3/32"=1'-0" STRUCTURAL NOTES 1. DESIGN CRITERVI• B. CONSTRUCTION: A. CRITERIA: FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH, AND SHALL ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL MUNICIPALITY'S CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE 1994 REGULATIONS. �� V 1,6 UNIFORM BUILDING CODE (UBC). OV VASy2 s� 3. MASONRY: B. GRAVITY LOADS: A. CMU: roy SNOW LOAD: 25 PSF MASONRY UNITS SHALL BE ASTM C-90, GRADE N. Fm' = 1350 PSI FLOOR LIVE LOAD (CLASSROOM): 40 PSF 7. GENERAL: C. LATERAL LOADS A. SPECIALTY ITEMS: z7 WIND: 90 MPH, EXPOSURE 8 ALL SPECIALTY ITEMS SHALL BE INSTALLED IN STRICT SEISMIC: ZONE 3, Rw = 8 CONF09MANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 7ST B. ERECTION: sSZ19NAL 2 GEOTECHNICAL: cl A. FOUNDATION THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE + ALLOWABLE SOIL PRESSURE IS ASSUMED AND MUST BE VERIFIED BY STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL E aRES at.11.1999 o a OTHERS. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE h STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY 9 r5t PRECAUTIONS AND THE METHODS. TECHNIQUES, SEQUENCES OR ALLOWABLE SOIL PRESSURE: 2000 PSF PROCEDURES REQUIRED TO PERFORM THE WORK. a 0 � a U ' 0 FACTORY INSTALLED Z o TIE-DOWN STRAP N P.T. 2x4JFRAMIN 2x4 P.T. W W FLOOR FRAMING BREAK AT STRAP FLOOR FRAMING Z 3 (2) 8x8x8 CMU SEPARATE FOR STRAP P.T. 2x8 `uc (1) 8x8x 16 CMU AT SIM, 4x8 Z Z z 8x8x16 CMU W (3) MAX.CMU8x8x 16 CMU (3) MAX. (3) MA (2) MAX. n 16"x167x4" 16"x16"x4" 16"xI6"x4" PRECASTPRECAST PRECAST CONCRETE PADCONCRETE PAD CONCRETE PAD SEE NOTE SECTION A SECTION B SECTION c SCALE: 1/2"=1'-O" S1 SCALE: 1/2"=1'-6" S1 SCALE: 1/2"=1'-O" S1 NOTE: PROVIDE TIE DOWN ENGINEERING, INC. IRON ROOT ANCHORS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SEE ATTACHED INFORMATION FOR ANCHOR SELECTION CRITERIA. ANCHOR SYSTEM IS 10 PROVIDE A 4750 POUND CAPACITY IN THE GIVEN SOIL CONDITIONS. � m 0 o a m w ` w� J 8= OyCL FACTORY INSTALLED TIE-DOWN STRAP 2" MAX. z BOLT UNITS TOGETHER PER x`O c MFR'S RECOMMENDATIONS °N°3 P.T. 2x4 FLOOR FRAMING RIM fF tL(3) x16 CMU MAX. OD (3)8 MAX.CMU V l F WAS S "x16"x4"ECAST 16"x16"x4"PRECAST NCRETE PAD CONCRETE PAD TIE DOWN SEE SECTION B TONAL N Fames c Fl:I—m— a SECTION SECTION PESCALE 1 =1'-0 S1 SCALE: 1/2"=1'-0 is# � Blazer Industries, Inc. SPEC SHEET DESIGN LOADS: Date: 10/09/98 Size: 28x64 Floor: 40 Customer: McKinney Mobile Modular Description: Classroom Wind: 90/B Location: Modular Roof. 30 Project: Lease Unit Insignias: Washington Gold Other: (14)Tiedown straps provided Joists: 2x8 @ 16" oc w/Joist hangers Rims: Single 2x8 Microlam Offset rims: 2x6 Lumber flush with top of micro rim Bottom board: I Class A Insulation: R19 Decking (I st): 3/4" Comply T&G glued and nailed C. WALLS Framing (EXT): 2x6 @ 16" oc Ht= 97" Framing (INT): 2x4 @ 16" oc or @24"oc Plenum wall: Yes Columns: Steel Insul-Exterior: 1 R19 Insul-Interior: R I I Rockwool @ crosswall to 8'-0" Sheathing: 5/8" Type-X gyplap Siding: 5/8" Duratemp w/grooves 8" oc Trims-Corners: I x4 Clear Cedar Fascia: I x6 Clear Cedar Windows: I I x4 Clear Cedar Skirting: Prep only • • Framing: 2x10 rafter @ 24"o/c with 2x2 insulation furring below Rf pitch = 2/12 Ridgebeam: Microlam 1'/i'x 24- Insulation: R30 Sheathing: 7/16" OSB Cover: Pabco "Premier" 25 year architectural composition shingle Venting: Eave Ridge j 8711.wk4 10/14/98 EXT11)YI YLL a[!LV Im HINGES FINISH LOCK CLOSER PANIC I. EXT 2 31x6'8" HM BBH PAINT SCHLAGE LCN VON DUPRIN GALV NRP CYLINDER 1461 22 L EXTERIOR HIM=Hollow Metal Steel w/Steel jamb GALV=Galvanized WINDOWSF. UMINT OUANTITY SIZE BRAND HORIZONTAL GLAZING FINISH BLINDS SCREENS SLIDER I. EXT 4 46"X48" PHILIPS X DUAL VINYL MINI YES INTERIORG. FINISHES Floors: Entire bld : IOn site by others Walls: Entire bld 1/2" Calcutta Viny1wrap Tackboard over 5/8" T e-X Sheetrock Base: Entire bld : IOn site by others Trims: Walls: VW corners/batts Window: VWCO Door: IVWc0 Ceiling: Entire bldg: IT-bar HEIGHT: 8'-0" Comb heat/AC: Wall Hung HP 2.5 ton 10 kw (2)ea w/Commercial Room Ventilators Ducting: Galvanized Overhead Diffuser: T-bar Thermostat: Programmable Bard 8403-034 Return air: IThru grilles in plenum walls down low Outside air: lAt machine M. ELECTRICAL Service: Single phase Stub thru Panel: I 200 am Material: Conduit Receptacles: Duplex 12 15 amp Clock 2 15 amp WP HVAC's 2 15 am Switches: As required Phone/Data box: Stub up &down 4 with 1/2" conduit Wire for: Automatic shut-off @ Classroom lights Light: Troffer 2x4 3-tube 18 ea Tubes: 34-watt Ballast: Energy miser Porch light: Vandal Resistant Lexan I on Photo cell Raceway only: Smoke (2) Bell (1) Strobe (2) Pull Station (2) C, t 1 i/ j 8711.WK4 10/12/98 DEALER SRElDESCRIP ION JOB# McKinney Mobile Modular 28x64 Classroom 871 1/12, 8713/14 DATE INFO REQ'D PROJECT NAME DATE STOCK 05/29/98 FLOOR COVER ON SITE BY OTHERS WALL COVER VW Tackboard: LT 801 "CALCUTTA TAN" EXTERIOR Siding: #2640 PAWNEE Fascia: #4037 SALEM GREEN Windows: #4037 SALEM GREEN Corners: ##4037 SALEM GREEN DOORS Exterior: #4037 SALEM GREEN WINDOWS Surrounds/Casing: VINYL WRAP COLONY OAK Mini-blinds: PEARL ROOFING Pabco"Premier": HARVEST BROWN �1 • . , RIM AND OFFSET RIM PER BUILDINS PRECAST CONCRETE BEARING PAD, MANUFACTURER T MT14 3-INCH OF PROVIDE 500 P51, UD ACED IN EMBEDMENT INPRPRECA6T PAD g ACCORDANCE NTH THE LINUFOF04 BUILDING CODE y� 9 4x4 ON 2 POST '}. �^ llll SET ON rA MA29LL f (2)+B BARS EACH vlREcnoK ANp ATTACHED ro �b �rsTvs° F BOTTOM BARS To LE 11..CLEAR OF BOTTOM 2x4 T P PLATE NAILS TM SS��NAL `c BARS 94ALL BE ASTM A615,6RADE bO OR(4)8d TOENAILS I _, 2x4 P.T.M VSILL,ANCHORED VISSER 2 b 3UW c�LOAD h TO BEARING PAD YV BOTH E r c I vi c e r Y c 0009 F9EARMGr kk B WCVA 2x4 TOP PLATE BEARING PAD BOLTS SP07 PRL110NTL SASE CMAGIY e N �NAILED TO BUILDING RIM YV AT 3 PRECAST BEARING PAD NTH PULL BEARING ON EXISTING GRADE WINIbsw b>dEP 4 , Q A S T $ \ 8 MI PAD WIS W"LAPAvrr M YGD PF SOL BEAU d N5 PAPS A=MWATE b' '5P/MS L fV PRECAST BEARING PA05 I PERIMETER POSTS 2 3 b 6 3550E oF46N LDAP 4xb HFIU MIOSPAN 48 HFs2 M105PAN 2 6 115"SHEAR PAIL CAPAc SUPPORT BEAM SUPPORT BEAM 54"FMCrO/ULWEWAary TOENAIL TO FRAMING TOENAIL TO FRAMING 4 4 ABOVE YV(2)6d COMTYIN ABOVE W/(2)8d COMMON I AT 46'of. AT 48'oc. V4 BNLDINS L@ISTN V4 BUILDING LENGTH TIE-DONI EARTH ANCHOR, I I- ,1,C TANJO YV 40" 4x4 HF'M2 POST FACTORY-RSTALLED SELECTED IN ACCORDANCE NTH b4'-0 MINIMUM CAPACTY, SET ON ASPHALT SHINGLE TIEDOIW STRAP MAN.FORACTURER5 CRITERIA INSTALL PER MARFALTLR.FRS AND ATTACHED TO BEAM I FOR THE GIVEN SOILS CONDITION INSTRUCTIONS NTH EITHER A 5IW50N FC44 FOR A N ULTIMATE CAPACITY FOUNDATION SCHEDULE PROJECT C ITELA 2�P5F ASSUMED A LOKAII BEARING OR I/2'PLYWOOD GUSSETS 1 OF NOT LE55 THAN 4100 POLNDS. P130C l PoS15 AT 6'KkOW SPACM6 PM DUAL 2 AEA!®ROOF DEAD LOAD. 12 P5F ( SIDE,NAILED TO SEAM AND ® Am W WAN UFFOU W N POM OR 5rA M AT T MAVWN sAONR Pat DErAL 5 - A691,W FLOOR DEAD t O PSF POST YV(4)bd EACH PERIMETER POST AND PAD C19TE DONE Pat DerAL M,TmnRB YAK IOUTa7 PfRN!Or 51pN IOGgROM DEi6M ROOF SMaN LOAD, a PSF NTHIN 4'OF TIE-OOYN wuwAee ulE SLPRGRrS Al C I"6PA0M Pat o[rAL 5 DE54N R XR LIVE LOAD: 10 P`F ® FL3T WMR SINK PANS.PER DUAL b © 09M TRANSFER 61RWR AT ROLE BEARM FMU,Pal MAL T DB16N/IUD EFL: 60 Mil E�d.PF 9 SO TRMSFER 6IRWR AT aD MARMb PONT,Pat DUAL 6 WAD Wa Sw-AR *%M TRMG./41 L06. PRECAST BEARING PAD J PRECAST BEARING PAD sv"c zow 3.R"55.co.036 1N LW NTH FULL BEARING ON WITH FULL BEARING ON sE SW6 166NT, 60s00. EXISTING GRADE EXISTING GRADE SB5 BASE SIEAR 11"A`D y.rO N [FARMS PAD5#440HODATE&*Oar VAC06,WO.-PAM�M5 ACC61 DATE Tffbr SPAOINS SxdM TE VOM CM R515T A 245M MAC LAIMN LOAD �f FOUNDATION PLAN - 5AND HILL ELEMENTARY,NORTH MA50N 5.D.,BELFAIR,WA5HINGT MIDSPAN SUPPORTS TIE-DOWNS (yl � P.T.4x6 HF BLOCK 2x6 HF TOP PLATE,ROMANS 'a 16d COMMON 8'oc _�- YV(2)ly'd A307 ACR055(4)4xb OF POSTS O MARRIAGE LUTE RIMS MARRIAGE LINE RIM IE S FROM 2x TOP�TO \ P.T.bx8 OF.P05T TO PERMACFHNE BOLTS TO GIRDER THAT ARE BOLTED TO THE MANUFACTURER MAN,FAC7UREft BUILDING RIM JOIST I MODULAR BUILDING MARRIAGE LIIE ABOVE. BEAR AND CENTER ON PADS TRANSFER 6IRDER WITH U em BY BUILDING MANUFACTURER BOLT TO TRANSFERBELOK (2)ke'o A301 MACHINE BOLTS. 61FZM NTH(4)'%'0 CENTER ENTIRE A65EMBLY ON O A301 MACHINE BOL75. ROOF BEARING POINT ABOVE P.T.2xb MUDSILL J MINIMUM A W/CAPACITY, 4x4 ON A POST INS BEAR AND CENTER ON ANC.FHORED TOINGTAL7 PER MA Y, SET ON ASPHALT SHINGLE PLYNAL&D SPEAR WALL. PAD('LOW SEE DETEACH AIL bRJ<iTALL PER MANUFACTURER'S AND ATTACED TO BEAM 2x4 UHF STUDS AT 24'ac.— NAL LL 6ALV.bd COMMON E. oD. FOR ADDL CALL.OUT5INSTRUCTIONS AT ALL PYWOOD PNEL EDGE.NTH BITER A SD 6U5S T5 PLYWOOD IN CONTACT NTH EARTHOR I!1'PLYWOOD GUSSETSSIDE,NAILED TO BEAM PMD �CLNG.SU4L�TOTEDPOST W/(4)bd EACH P.T.MIDSILL,AN CCHOR TO-PRECAST PAD BOLTSPRECAST BEARING PAD PRECAST B£ARIH6 PADPRECAST BEARING PAD EACH MLDILL PIECE SHALLAT PE IMETEt P05T5 NTH FULL 8EA INSING ON WITH FILL BEARING ON ENGAGE AT LEAST ONE EXISTING GRADE EXISTING GRADE ANCHOR BOLT SPACE AT 18'o.c. PRECAST BEARING PAD PRECAST BEARING PAD� SPACE AT Ib'oz. C1xP.8 x 5'-0'J NTH FULL'nN5 GR NOTE: SPACE MACHINE BOLTS AT TRANSFER 61RDER NOTE; SPACE MACHINE BOLTS AT EXISTING GRAM NTH E,X BEARING TRAWR.8 GIRD6� OF D 5T5.PLACE GIRDER �'or,AND CENTER ON POST, I 344"oa,AND CENTER ON POST, ALR055 IN51DE FACE BLOCK.5 AND GI F"K AS APPROPRIATE. GIRDER,AS APPROPRIATE FUUSH TO UNOERSIOE of Top PLATE' 61 IlEM/Y PADS AOCOPCDATE bMOf'1ALAtl PNa-OEM CAN R S5T I00 PLP OF YRo OR 5&9%"Mt &&W IN"R/ OOF POST ABOVL TRNCIM EWER NV RYp GPKJtt µlbl�WTN ROOF POST AWM TROVE M 6xmal N14 IV"C.IPA." n MARRIAGE LINE SUPPORT5 - EXCEPT AT ROOF BEARING POINT5 SHEAR PANEL SECTION 6CENTER TRANSFER GIRDER END TRANSFER GIRDER Gj/) I RIM AND OFFSET RIM PER BUILDING, MANUFACTURER I/2'P.T.PLYWOOD NAILED PER SHEAR 2x4 P.T.FF 571A5 A7 24'ac.---, NwLL SECTION .. MODULAR END NAIL EACH TO TOP AND BdiTOM PI I IN(Z 16d GRADE GLA55ROOM I1PPEt BEARING PAD FOUNDATION 1 2x6 P.T.MUDSLL MMM99I01 o TOENAIL UPPER RIM TO POST MW W/(3)8d C044CN 2x P.T.RUNNER NAILED TO �-_ 6"WIDE GALVANIZED SCREENING MDV MUONLL NTH 16d HAILS A7 6'oc. MESH FROM SKIRTING TO GRADE. .� LOYSt BEARING PAD SECURE MESH TO saRnrG NTH STAPLES AND TO GRADE YV 6ALV.STAKES 8-20�9 *wTosaEOTOP'.moeP •�` STANDARD SKIRTING DETAIL BLOCKED 5KIRTIN6 DETAIL SCREENED SKIRTING DETAIL FR05T RE515TANT 5KIRTING DETAIL —I 5TEPPED MUDSILL 5ECTION 10 5 • . RIM AND OFFSET RIM PER BUILDING PRECAST CONCRETE BEARING PAD, MANLFACTLRER PROVIDE 2b-DAY WmFRE55IVE STRENGTH WO MACHINE BOLT NTH 3-INCH OF 2500 P51,MXED AND PLACED IN EMBEDMENT IN PRECAST PAD 43 } ACCORDANCE NTH THE UNIFORM BUILDING CODE 4x4 H*2 POST SET ON 2x MXSILL , ) g. C2)03 BARS EACH DIRECTION✓. AND ATTACHED TO Po,. BOTTOM BARS TO BE 14"CLEAR OF BOTTOM 24(2J T P PLATE IF TH r,cNAL v BARS SHALL BE ASTM Ab15,GRAt7E 60 -�— OR(4)bd TOENAILS Ali N Ax _ ¢ VISSER 4 4 Te 2x4 P.T.MASILL,ANCHpRED 2 b 3004 DESWSCAR 10r° J TO BEARNNA PAD T BOTH EHeltiee moor SCAR Fft BAWCAPAWffWA 2x4 TOP PLATE BEARIN6 PAD BOLTS '��"���^C^' + NAILED TO BUILDING RIM YV I6d AT 8'oc. PIR AST BEARINS PAD 3 r�A I'm RILL BEARIN6 ON �oeer MTM6 GRADE 1171M b01Rr 4 RMSM RAW ACCOPWATE W-V}AGMb e s T s a PRECAST BEARING PADS PERIMETER POSTS 2 3 b b 2 b �DE516N LDAD 4xb HF92 MOSPAN 4xb HF02 MID5PAN a"SHEAR PARL WAC" TOETNILITOORTFRA BEAM IN& SORT CAM 4 4 s+oor nualaN�eAFE c+vAcrtr IL TO FRAMING ABOVE PV(2)bd COMMON ABOVE At 0 bd COMMON � AT W oL. AT 46'oL. 1/4 BUflDIN6 U3*TN 1/4 BUILDING LENGTH TIE-DOWN EARTH AwHop, 5TW W/40008 4x4 HFr2 POST FACTORY-INSTALLED SELECTED IN ACCORDANCE NTH ��� MNIMIM CAPACITY, SET ON ASPHALT SHINGLE TE-DOM STRAP MA14FORKTLRERS CRITERIA INSTALL PER MAN.FAC71RER5 AND ATTACHED TO BEAM I FOR THE GIVEN SOILS CONDITION INSTRUCTIONS NTH EITHER A 5IMI50N PC," FOR AN ULTIMATE CAPACITY PROXCT CRITERIA 2000 P FOUDATIGI SCFEgLE SF AS6UM®ALLOIMBLE BEARING OR 1/2'PLYACOD GLE5ETS I OF NOT LE55 THAN 4700 ROADS. RBOlipt FOSiS AT b'MN,Y4r VACMLPpt tkTAt 2 A6511®ROOF My LOAD. L2 FSF SIDE,WAILED TO BEAM AND �4.A MWMN WPM PM FMIS Qt 6CNW AT 7 K%OW V}KAO,Apt @dL D ASSM®FLOOR DEAD LOAR 10 PSF P05T YV(4)bd EACH PERIMETER POST AND PAD (� TE OO'MCR RMTAL4,T=CMM MNLR L,OGlm WM rOr9 MIOCATIOM ® KAKWA Lille9PPORIS AT IMAx'�ONr.Fm OerAL 6 DEfA6N ROOF srr LOAD 2a NTH N 4'DF TE-DOYN LP516N RWRLNE lO/L.. b RT Ppbllpl 9EYl PAtd Fpt OCTAL 6 [enae tRNl4pt 61MDpl AT ROLP pENUK r10rrr Tit OETAL T '.eJ6M my SPffP 80 M DrosRE 9 / (b pD TRANM UMIER AT EV II&MI6 NCR Apt PETAL 6 MW WE SEAR .eor TR4%/4W.LONG. PRECAST SEARING,PAD—� PRECAST BEARING PAD 5ElW ZONE 8,R.51 Ca•03b(Fm LBW NTH FULL BEW%ON NTH RILL BURNS ON S D5W.fir' EXISTING GRADE M,Mc,mm 51EAR. 74PAW EXISTING GRADE q•.rd' RM6 WA PADS ACCQ4CDATE 8�00T SPACM WAN ALC,MWAN D LMOVATC TJOOT V,-Zft SHIN TE DOME CM M9ST A 2MSDr MIX LATet.L LOAD FOUNDATION PLAN - SAND HILL ELEMENTARY,NORTH MA50N S.D.,BELFAIR,WASHINGTON MIDSPAN SUPPORTS TIE-DOWNS 4 ro r P.T.4x6 HF BLOCK 2xb HF TOP RATE,RIMING Ibd COMMON AT D'ac YV(2)76'0 ASO7 ACRO55(4)4x6 OF POST5 p MARRIAGE LIE RIMS MARRIAGE LINE RIMS FROM 2x TOP It TO P.T,bxb D.F.POST TO— MACHINE BOLTS TO GIRDER THAT ARE BOLTED TO THE MAER BUILDING MAER SU I,RER BVLM45 RIM J015T MODU.AR BULDING MARRIA6E ER LINE ABOVE.\\ BEAR AND CENTER ON PADS TRANSFER 6IRD NTH a-) BY BUILDING MAN,FACTLRER BOLT TO TRANSFER BELOW (CENTER ENTIRE MACHINE ASSE E BOLTS. � GIRDER NTH(4)16'0 p A307 MACHNNE BOLTS. ROOF BEARIN6 POINT ABOVE PpJY.HHORED TO 6 JACK*TAD IV 40004 4x4 HF112 POST BEAR AND CENTER ON EACH ep,D $ SET ON ASPHALT SHINGLEAR SEE DETAIL b INSTA"MKMJM CAPACITY, AND ATTACHED TO BEAM 2x4 HF STUDS124'OL. 14AIL Y✓6ALV.bd COM ON AT b'o6. P� Co INSTALL PER MAdN.FACTURER5FOR ADDL CALLO)T5 NTH EI7}ER A SIMPSGN PC44AT ALL PYYV.�OD PAEL ED6E5.OR I/2'PLYWOOD&ZSMPLYYDOD IN CONTACT NTH EARTH51DE,NALED TO BEAM A10OR COY,SHALL BE TREATEDPOST YV(4)8d EACH P.T.M051LL,PRECAST PADPRECAST BEARING PAD FRECAST BEARIN6 PAD IPRECAST BEARIN6 PAD EACH M1DILL AT PERIMETER POSTS NTH ASTFULL� NTH FUL BEARING ON ENGAGE AT L EXISTING GRADE NS,ON EXISTIN6 6RADE / 5FACE AT IS'OL, PRECAST BEARING PAD— PRECAST BEARING PAD�/ 80LT SPACE AT 1W o c. (-Txq D x 5'-0' WTH FUL BEARIN6 ON NTH FiAl BEARIILS ON NOTE: SPACE MACHINE BOLTS AT TRANSFER GIRDER NOTE: SPACE MACHINE BOLTS AT EXIST%GRADE (2)C7x9.8 x 6'fi' EXSTING GRADE TRANSFER GIRDER 315'oc,AND CBNfT32 ON P05T, ACROSS RKIDE FACE 315•of,AND CENTER ON POST, BLOCKS AND 61 OF POSTS,RACE GIRDER GIRDER AS APPROPRIATE. FLUSH TO UNDERSIDE OF TOP PLATE BLOCKS AND 61RDER,AS APPROPRIATE. pEY11tl NPS KfOCOAR 84CVf TKAIb FAN19pM CAN MNT Ib0 FLF OF No OR 585M%CAR / "ll!"MiR I"PDBT WIT,TRAM"610M IW"I"CAPAOTT AL&W MTR ROOF F08T ABOVL TRAWM 6M M NN 140"CAPAQl r] MARRIAGE LINE SUPPORTS - EXCEPT AT ROOF BEARING POINTS 5 SHEAR PANEL SECTION (//�' CENTER TRANSFER 61RDER -7 END TRANSFER GIRDER RIM AND OFFSET RIM PER BUILDING MANIFACTLRER V2'P.T.PLYWOOD NAILED PER SHEAR 2.4 PT.HIP 5TU05 4oL., MALL SECTION ..,EN MODULAR D NAIL EAGI TO TOP A'D BOTTOM PLATES YV(2)I6d GRADE GLA55ROOM I1PPEiN 5EIRIN6 PAD FOUNDATION 2x6 P.T.M)DSILL MMM991OT TOENAIL YPEFt RIM TO P05T NiDd YV(S)bd COMMON 2x P.T.RUDER WAILED TO b"NDE GALVANIZED SCIRffT1I146 MP/ MA7ro1LL NTH 16d NAILS AT 6'oc. MVHH FROM WRTIkS TO GRADE, LONER KARIN6 PAD SEGRE MESH TO SKIRTING NTN STAPLES AND TO GRADE YV 6ALV.STAKES 8 20?9 a+pe Tp xn T aFnoR oeMm ••@ STANDARD SKIRTING DETAIL BLOCKED SKIRTING DETAIL SCREENED SKIRTING DETAIL FROST RE515TANT SKIRTING DETAIL STEPPED MUD5ILL SECTION O Cja 3/27/2002 Conditions Associated With 10:18:16AM T I D E M A R K Case #: BLD97-01178 COMPUTER SYSTEMS, INC. ondition Status Updated Code Title Hold Status Changed By Tag Date By 6 Buffer+Landscaping Requirements None Met 10/15/1997 MMS This application is subject to Buffer and Landscaping requirements as established under Mason County Ordinance 1.03.036. X 200 Site Plan None Met 10/16/1997 AHB Approved per dimensions and setbacks on submitted site plan.X 260 Fire Protection Requirements None Met 11/5/1997 DLS 1. Provide single station AC powered smoke detectors in each classroom.All detectors shall be wired so that sctivation of any one detector will activate all detectors.2.Provide a 2A 1 OBC rated fire extinguisher at each exit door.3.Provide lighted exit signs and emergency lights ay each exit door. X _ 1,001 PLANS REQUIRED ON SITE None Met 12/10/1997 SKM All approved plans are required to be on-site for inspection purposes. If inspection is called for and plans are not on site, Approval WILL NOT be granted. In addition,a Re-Inspection fee in the amount of$32.00 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 1,002 POST ADDRESS None Met 12/10/1997 SKM PURSUANT TO 1994 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 LEGIBLE 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 REINSPECTION FEE,BASED ON RATES IN TABLE 3A OF THE 1994 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNEWCONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS.X 5,001 Flammable+Combustible Liquids None Met 10/15/1997 MMS The use,handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal.X 5,003 ALL CONSTRUCTION None Met 12/10/1997 SKM ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND UBC REQUIREMENTS. X 5,019 Drainage Control New Development None Met 12/10/1997 SKM Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels by being directed off the parcel being developed unless requirements of Title 85 RCW: Private Ditches and Drains have been met or approval has been granted to use an existing utility and drainage easement dedicated for that specific purpose.X 5,025 Sideyard Setback None Met 10/15/1997 MMS Proposed structure or any portion thereof greater than 30" in height from grade line,must maintain a minimum of 5' setback from all property lines,easements and 10'from all County and State Road right of ways. X 5,026 Structure Setback None Met 10/16/1997 AHB Proposed structure or portions thereof with an projection over 30" in height from grade line,must maintain a 5' separation distance between adjacent structures and that furthest projection.X 5,030 Changes to Approved Plans None Met 12/10/1997 SKM Changes to approved building plans that effect compliance to the 1991 Washington State Energy Code, 1991 Ventilation and Indoor Air Quality Code,the Uniform Building Code and/or Mason County Regulations must be approved by Mason County prior to constructionX 5,040 Excessive Corrections None Met 12/10/1997 SKM ALL CONSTRUCTION MUST MEET OR EXCEED LOCAL CODES. IF ANY QUESTIONS,PLEASE CALL THIS OFFICE BEFORE CONSTRUCTION.X Page 1 of 2 CaseConditions..rpt Conditions Associated With T I D E M A R K Case #: MIS98-00042 COMPUTER SYSTEMS, INC. Condition Status Updated Code' ; , Title Hold Status Changed By Tag Date By FIRE MARSHAL COMMENTS: None Met 1/29/1998 DLS 1. PROVIDE 10" EXTERIOR BELL AND WHITE STROBE.2.FOR FINAL INSPECTION PROVIDE L&I SIGNOFF ON PANEL AND COPY OF MONITORING&MAINTENANCE AGREEMENT. X Page 1 of 1 CaseConditions-rpt