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BLD99-0632 Garage - BLD Permit / Conditions - 8/18/1999
MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 R tJ i t_ U 1 N 0 P L.. t o i•i i 1 I NSPE iNS CAL I,F TWEEN 5Tam AND 8sm 427-7262 61-099-0632_ PARCEL : 1 23 1 71 490032 PLAT : DIV :? BLK. :? LOTt? JCB ADDRE.SS t 2383 NE OLD BELFA I R HWY BE LrA 1 R OWNER : WARREN JOHNSON 360 -551--0121 CONTRAC'I OR : TOWN Ek COUNTRY (800 )8,24- 9552 LEGAL t TO 3 OF SE NE 1 51 NW SF.0 16 .•::Y::1;:"'l�:.6S..fY;.::xg'-•:"':'•K.:.-T1:".:�1.r": 41>J" '.:__..:..���IT-53�"CY:�.«SW:L':t::ti:3CLt".,^.CiiCif CLASS OF WORK . . tNEW BEDRt 0 .BATHt O TYPE AMOUN► 81 DATE RECEIPT TYPE AMOUNT 1Y DATE RECFIPT TYPE OF USE . . . . t ACC STORIES . . . . . . . t 1 !=1-1- OCCUP . GROUP . . . t Ill BLDG . HEIGHT . . ., O .OT t PICK S 42.91 kW 171 13 f99 1571 TYPE: OF CONST . . :5N F 1 REPLACES . . . . : 0 PROT S 199.75 KS 8808199 $1285 OCCUP . LOAD . . . . :. 0 WOODSTOVES . . . . 1 0 SIFF $ 4.50 r S 08116199 51285 DWELL .UNITS . . . . t 0 PARKING SPACES : 0 PI9'Ili S S8,01 kS 18118199 51285 INSPECTION AREA : 2 SHORELINE? . . . . :Y (MCP t 51.11 VS f8111199 51285 TOTALt 334.25 '�ALUTAIIONt 12714 SETBACKS-_____.___._...._. __ TOILETS . . . . . . . . . . : 0 FUEL TYPES----- ----- BOILERS/COMP MOBILE: HOME-- FRONT . . .N . 110 .0tt BATH BASINS . . . . . . t 0 t 0-3 HP . : 0 REAR . . . .S 130 .Oft BATH TUBS . . . . . . . . t 0 3-15 Hp . 1 0 MODEL t SIDE ( l ) .E 5 ,0ft SHOWERS . . . . . . . . . . t 0 FURN - 100K STUt 0 15-30 LIP . : 0 -.Iv1AKE- - ___._ SIDE(2) .W 35 .Oft WATER HEATERS . . . t 0 FURN >-100K BTU % 0 30-50 HP . : 0 SHRL I NE .S 65 .Oft CLOTHES WASHERS . . t N FURN -- rL.00A . . . t 0 50+ HP . : 0 - YFAR- ----- - AREA -_...____ ___.___.___ KITCHEN SINKS . . , t 0 HEAT PUMP . . . . . . t 0 LOT SIZE . . t FLOOR DRAINS . . . . . . 0 VENT SYSTEMS . . . t 0 EVAP COOLERSt 0 LENGTHt 0 BU i LD I NG . . . t 0sf DRINKING FOUNT . . . : 0 VENT FANS . . . . . . : O HOODS . . . . . . . : 0 WIDTH . t 0 PASEMENT . . . t Ost LAUNDRY TRAYS . . . . .. 01 DOMES . I NC I N :O -SER 1 AL #-- DECKS . . . . . . . Osf DISHWASHERS . . . . . . t 0 AIR HANDLING UNITS...,- COMML . I NC I N t O GAR/CARP :G 672st GARB DISPOSALS . . . t 0 <_ 19000 eft . : 0 RELOC/REPAIRt 01 AT/DT . :D URINALS . . . . . . . . . . t 0 > 10000 oft . : 0 OTHER UNITS . : 0 MISC FILM FIXTURES : 0 GAS OUTLETS . : 0 PROJECT 1tESCRIPiI0N:1iA1A0E PROJECT LOCATION:4.4 MILES NORTH OF BEIFAIA,, LEFT UP GRAVEL DRIVEWAY WITH SIGN ACK CHOCOLATE LABS, FND PLACE ON IFFT THiS 1011111 BECOMES NULL ANO VOID 1t WORK 01 CONSTRUCTION AUTNONFIED IS NOT COMMENCED WITHIN 148 DAYS, 01 IF CONSTRUCTION OR 1011 IS SUSPENDED FOR A PERIOD OF 191 DAYS AT ANY TINE AFTER WORK IS CONNENCED. .EVIDENCE 9F CONTINUATION OF WORK IS A PROGRESS 10SPECTION WITHIN THE 180 DAY PERIOD. FItA1. IC Pf010M MUST RF -APPROVEN BEFORE 3UII0116 CAN UE OCCUPIED. _0*k[A 09 AGENT: DATE: 81.0 PONT, rev: 03131111 COMPLIANCE 10 ATTACHED CONDITIONS IS REOU I RED CONCRETE MECHANICAL MOBILE HOME Footings-$etback date by Ribbons date f`) L 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 12 ,2p5� bY,7`L/? date by 7,Q y , MASON COUNTY Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, Washington 98584 E" E�. RM ! T' Ct7NCa 1 �" 1 CyN : Case No . : BLO99-0632 For : WARREN JOHNSON Pages 1 1 ) Approved percLimensions and setbacks on submitted site plan ; proposed garage shall be located 61 t or greater from type 3 stream on property . 2 ) Temporary erosion control measures must be implemented to prevent water, quality degradation of adjacent aters or properties . Silt fencing or straw matting must be installed and mainta until upland vegetation has become established . X r 3 ) Proposed structure or pportions thereof m1i an projection over 30" in height from grade line, must maintain a 5 ' separation is ce between adjacent structures and that furthest projection . X 4 ) Proposed structure cr any portion thereof greater than 30" in height from grade line, must maintain a m nimam of 5 ' .setback from all property lines , easements and 10 ' from all County a ate Road right of ways . X 5 ) The use , handling and -;tors a of hazardous materials or Plamruable and combustible liquids In ex.ces f 10 gallons is not a l i owod without the approval of the: Masson County Fire Marshal .c ,�' X 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 Ordinbricee, either private ditches and drains will meet requirements of the stormwater ordinance or, prior approval will be granted to use an existing utility and dra l nagge easement ded i catEed for that specs i f i c purpose . For 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 Count Road, Contact the Mason County Public Works Department prior to construction at Ext A,4O. For any construction which is proposed to be located within 25 ' of a Mason County road right of way, it Is suggested to contact that office to review future planned work which CONCRETE MECHANICAL MOBILE HOME Footings-Setback date by Ribbons date by Gas Piping date b Foundation Walls date by Set Up date by I 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 way or-lect y E X 7 ) Ownerlbuilder assumes all responsibility if drainfield/ rese3rve area is encumbered . x 8 ) 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 i n the amount of $42 .r"b per hour (minimum 1 hour ) wi i 1 be charged and must be collected by this department prior to any further Inspections being performed or antedA approval 9r x 9) PURSUANT TO '1997 UNIFORM BUILDING CODE , ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AI: 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 THE 1997 UNIFORM BUILDING CODE WILL !'�F. ASSESSED IF OWNER/CONTRACTOR FAILS 10 POST ADDRESS ON SITE PRIOR TO REQUESTING . x INSPECTIONS_ 10) THIS STRUCTURE IS CONSIDERED UNHEATED SPACE (NOT TO EXCEED 1 WATT/SQUARE FOOT OR 3 .4 BTU/HR/SQUARE FOOT ) . AT SUCH TIME THIS CONDITION CHANGES, A CHANGE OF USE PER ND A MECHANICAL PERMIT SHALL BE APPLIED FOR :AND APPROVED PRIOR TO THE CHANGE . X� Al ) The approved plot plan Is required to he on--site for Inspection purposes . if inspection Is called for and plot plan is not on site, Approval WILL NOT be: granted . 1n addition, a Re- inspection fee in the arn3unt of $42 .00 per hoirr (minimum 1 hour ) will be charged and must be collected by this department prior to any further inspections being performed or approval gran x 12 ) No Occupancy . This structure is limited to U-1 use only . Any oth u,se will be in violation of the Uniform Building Code and Mason County Regu I act unless a "Change of Use" permit is approved . X 1 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 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 1 3 i Any changes in construction sha I I be r ev i vwed by eng i n t—i u i ecord aiid ;jubw i .ted wr- I-tIng to the Mason County Building Department prior to constructi n . 14 P ALL CONSTRUCTION MUST MEET OR EXCEED ALL I.00AL CODES /AND UBC REQU I R MENTS AND OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATIO-N . ANY CHANG OF USE OR , OCCUPANCY WOULD RESULT% jft PERMIT REVOCATION , CHANGE OF USE MUST BE APPROVED PRIOR To CHANGE . { x 15 ) Changes to approved building plans that efteot compliance to the 199 Washington State Energy Code, 1991 Ventilation and Indoor Air Quailtyy Code, the Uniform Building Code and/or Mason County Regulations. t be approved by Mason County prior to coiistructionX _ 181 CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQ ECi MASON COU TY BUILDING DEPARTMENT AND UNIFORM BUILDING CODE .x __�_�Tw _-______ Case Nu . % ELD99-0632 { 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 Suite B•16521 Highway 99•Lynnwood,WA 9803 7-31 99 2W11 L1II Everett: (425)258-4171 Puyallup: (253)840-9552 POST FRAME BUILDINGS Administrative Headquarters: (425)743.1555 FAX: (425) Llc.C 76 Free: 1-800-824-9552 Building Design • � : CContractor'slk. TOWNCPF099LT CCB.: 129311 Qm&ry: Ou Fun"Dipndr Oa It.` . � t r --I t_a PLEASE CHECK: FLOOR LAN Draw North Arrow in Circic ZT Rolkup doors fit in Bays —Wind MPH. Kpoll-up doors will not hit Truss —Wind Exposure H 12 Roof Pitch _�Eave Height Snow Load _Minimum Clearance --- __ ----- —... _ ...... ...... ` '• i T i - 1 Eup . ? �y .Q:.X7...... ... 4 sg — t :jA -- { ? e ? i l�A i ...... -- — — -- — -- — — ? TgLi 1..G�.._�l? �oo�p.�..1O3^N}l Rt.lY i i ..... _s.t .....�-.?� W� ATo�l. t _..i..._. E 1 : .._.... —........ ......... ........ ? E IM — i 4 ? 1 e t 1 I ? ? I I I I j ? ? t i E i BUILDING ELEVATION Customer has verified and approved the orientation of the building to the North and verifies that all items specified in Paragraph B of the contract are shown on this drawing and vice versa. Customer Name: k i A R P1,-H 044 N XI Lead# 3c G 11- Customer Signitur White-Customer Copy Canary-Office Copy Pink-Accounting Goldenrod-Produ C1995 Perma-Bill Industries FR-85 &98 ERMIT NO.: BLD q,( ` 3 MASON COUNTY ~ BUILDING PERMIT APPLICATION �� 3 426 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 INFORMATION Owner UlA0.ctag 4ONNSoNti Contractor Name-rout, A wrfi$posy M141%MisjUga. Mailing Address?.o. Box 2HQ7 Mailing Address City State Zip,Code q$$.2$ City State A&IA_ ip Code 9 A 37 Phone(S60 )551-0 II2.t Othe; Ph.( L 9 )1Ts-613la4 Ph. coo )M CjS -1 Other Ph.( q 2< ) �4 17► Lien/Title Holder hIA Contractor Reg. # T(NA)a cMy!41-T Address bi JA Expiration____o off_ SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic___&.(ZExisting Septic N r2_Connect to Sewer System t4 c_) Name of Sewer System a /A WeII__K_QWater System bliro Name of Water System H fA PARCEL INFORMATION-12 digit Tax Parcel No. 12 3 (, /Jy / Fire District Legal Description Site Address(Please include street name, street number and city)2Z N,E. ©CID pt Av . cBELEA 1A- Directions to site I FS N n/Z"rLI 7n 1~ AT.LRA IR . LEF'-' UT' "AUM -.R I9k4 U4V Wit" Kl AC& i N L ri 'T Will timber be cut and sold in parcel preparation? (Yes/No)�(� Is your property within 200' of the following: Body of Water (Name) EVEjkSohi SA6EEk Saltwater Lake River/Creek_ Pond Wetland Seasonal Runoff Stream Slopes or Bluffs TYPE OF JOB New Add Alt Repair Other Use of Building Describe Work r-M-r A RoSa F9llW R- 0"^ULIj)MT4uUT 13 uHTI11116 No. of Bedrooms No. of Bathrooms SQUARE FOOTAGE-1st Floor 2nd Floor 3rd Floor Loft Basement Deck Other sq. ft. Garage Attached Detached Carport Attached Detached MOBILE HOME INFORMATION-Makes I A Model Model Year Length Width Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price $ Replacement Unit ?(Yes/No) Installer Name Certification No. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 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-1 certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-1 certify that I am currently registered as a Contractor Registration 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 this permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in c nformance therewith. No changes shall be made without approval. first obtaining roval. X Date X Date-7 FOR OFFICIAL USE BE ND THIS POINT Accepted by 1 1 ^ Dated Submittal Amount Due Receipt No. 7 DEPARTMENTAL REVIEW. APRWVyED DENIED CONDITION CODES Building Department Occ Group V I Type Constr. Planning Department Environmental Health Department Public Works Department Fire Marshal Valuation $ FEES Building Permit Fee /�j13 Site Inspection Plan Review Fee 1 77 �� Ian Review Fee Plumbing & Base Fee Public Works Review Fee Mechanical & Base Fee Other S03 Wood/Gas/Pellet Stove Fee Other Violation Fee Pre-Paid at Submittal ( ) ......::.:.:::.... :.: :.:•::...::.:.:::::::::::::::::.< .........::.::.::::::::::: TOTAL FEES / f9� PERMIT NO.: BLD MASON COUNTY 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 INFORMATION Owner JA)Aanp*rj 4 ,h, Contractor Name-j-� y,y past gJAMv 3kt,Qa-A,- Mailing Address'p,G. WK .29o7 Mailing Address IL..; a, G ( City_�.FA , State Zip Code City�y111�,� State yam_. Zip Code 4A -37 Phone( (,o ) ;1 0111 Other Ph.( Other Ph.( q 2< S -14 t'7f Lien/Title Holder ►s JA Contractor Reg. # Address Expiration / 5 e,) [) SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic :•L j; Existing Septic 41 Connect to Sewer System Name of Sewer System Well t L- Water System , Name of Water System v PARCEL INFORMATION-12 digit Tax Parcel No. a3 1' / I�! / 4 00-S 2 Fire District Legal Description Sit Address(Please include street name, street number and city rections to site 4.44 MtLr-'t, ,+ ' aICo4 "A K C Q1icx^Wrei� ' ." y.�Nh ''tP�Pk AN LEzF--r Will timber be cut and sold in parcel preparati�Yes/No) N y Is your property within 200' of the following: Body of Water (Name) >! V 1 t •�r�N +"- r1s+E MC Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs TYPE OF JOB New Add Alt Repair Other Use of Building Describe Work,; ; A3b% Z l /1� &�trwt t rarT ZJ U , 11%6' No. of Bedrooms No. of Bathrooms SQUARE FOOTAGE-1st Floor 2nd Floor 3rd Floor Loft Basement Deck Other sq. ft. Garage Attached Detached Carport Attached Detached MOBILE HOME INFORMATION-Make ij !A Model Model Year Length Width Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price $ Replacement Unit ?(Yes/No) Installer Name Certification No. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 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-1 certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a Contractor Registration 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 this permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in c nformance therewith. No changes shall be made without approval. first obtaining roval. r X Date X Date FOR OFFICIAL USE BEYOND THIS POINT Accepted by ; i Date 7 Submittal Amount Due ( ol Receipt No. 1 �' DEPARTMENTAL REVIEW APPROVED I DENIED'' CONDITION CODES Building Department I Occ Group Type Constr. 01 A - E , Planning Department car M,:l n 's t' e Environmental Health Department f4� Public Works Department I 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 OtheUb, Wood/Gas/Pellet Stove Fee Other Violation Fee Pre-Paid at Submittal ( - ) }iiS'4$iiiiii:v:?isiivi'Y.'•:;{iiiiiiiiii:viiiiJi }}}>:^k�.}:•}i}'!}}ji:J•'••�i':.}:;::..$:<•}}}}}:it4};•}3i:•ii:.})jti;:%v jLyiij;:;: TOTAL FEES FORM MUST BE COMPLETED IN INK PLEASE PRESS HARD MASON COUNTY PROJECT SITE INFORMATION ��WA,,) No. Name Lv/�l'4S,E.v �/O N� 6JAI PARCEL NUMBER .12/3 IV 9cy?2 c,Date �i� —� — C1 SHOW THE FOLLOWING ON SITE PLAN Show Direction by indicationg N, S, E, W in relation to the site plan Lot Dimensions Fences tjoto Existing Structures Driveways Structure Setbacks Shorelines �. Water Lines Topography LA) Well Location (including adjacent) Drainage Plan Af 'AO Names of Streets Easements Names of Fronting Streets Septic System DRAW SITE PLAN BELOW Include adjacent properties if on shoreline or within 100 feet of adjacent property line. adjacent property line-) If Fadjacent property line � l „IZ � y I 36 , V I I I v >► I lee adjacent property line- I ` �� I <—adjacent pr rt In /CD' SAMPLE SITE PLAN adjar�nt property lined 3io f-adjacent property line v 30' �rrEscRvE gel SEAS w/AL i• ti 7IL _y°PT7L__,� �- CREEK \ I � I HOMt i .G46.EN I ) Prl0PasLz rapt:c � �I 1 , I r 6 0� —_/SO--�I I I VACANT P0.nPosen R\ AGRZCLLLTuJlAL $O I 1 I I \ I i I \I \ I /DO" I � I I I � c_...eLL I I I I I /00' I 14 'el L adjacent property lined Fad'acent ro ert 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.cm to rux-t-u.Ye- d;at'ar,ct to Slopm t-a¢ dts+ancm i e re. Signature Date r DETAIL 7/2 ZY X DETAIL 8/2 W/) METAL ROOFING PER ° 1 1 NO POST. NOTE 114, SHEET 3. DETAIL 6/2 _ (29 GAUGE) \ Icq I I 12 ri (SEE GENERAL �{ DETAIL 9/2 4 NOTES #3.) ` L s, PER SCHEDULE POST PER SCHEDULE A I I L� F � RAKE BEAM PER SIDN I I ED if DOILUS/2_.__(SNHE ILE OPTIONAL EAVE �" INTER pi 1 I I OVER tHANG� w DOHAN�2PER \ PURLIN DETAILS LEDULE G. 2" ) 3/2 & 4/ SIDEWALL SCHEDULE D. I I I I POSTSCHEDPf}2 A. GIRTS PER S2 X I I I i I I DETAIL 12/2. PER = EDU jj x w 0n (NOTE: POSE MA v II () SCHEDULE BOST PER 29 GA. METAL NOT � REQ'D AT >I I I I I I I WALL CLADDING DETAIL CENTER OF BLDG.) PER NOTE #4, 13/2. cj 2 ENDWALL POST I a �OP�ONAL CLADDING �o �'� PER SCHEDULE B. w I) I I PER N0 j11. �� GRIADE o _ I II SHEET 37 I I � U I I I NTERIOR "COTINOS ! I I I I III i I �,IPER SCHEDULE Psuo,sM�,AND DETAIL 16/2j 11 1 OR PER SCHED�ULE 'WI I I I I I PEf2 HmULE K I I AND DETAIL L1 LJ L1 LU FOR SPREAD 1FOOTINGSu LJ L1 II II FOOTINGS PER SCHEDULE H & JI I i AND DETAIL 16/2 OR PvR ?OST SPACING POST SPACING I SCHEDULE J AND DETAIL I6 4 0^ I FOR SPREAD FOOTINGS. / N I I f If II SPAN SEC O v TYPICAL TICi�I Tupl l r PIp c��5 I I II II GE� ED I A 1 WASHINGTON STATE CODES V T CHANGES FOR APPROVAL MASON BUILDING INSPECTOR z PR1;1R TO PERFORMING WORK DETAIL 8/2 CHANGES SUBJECT TO APPROVAL m BLDG. SIMILAR DATE y-9-4___ ___ Z 3" � �- 4 BAY SIZE BAY SIZE BAY SIZE METAL ROONG HEEfP3ER SLTty PL^N W (14' MAX) (14- MAX) (14- MAX) (29 GZ6� 12 — uJ 4 (S N r SIDEWALL LENGTH URUN °ER ^ET41LS— ti OR MAXIMUM SEE NOTES 1 do 3 L2 L4 y 2 AND Z SCHEDULi` D. ^, W W OPTIONAL SAVE P R ls� P LAN OVERHANG 2. J m F WAS RUSS SUPPORT BLOCK ? TRUSS BY OTHERS ^n SCHEDULE C AND DETAIL 12 V N GENERAL NOTES SIDEWALL POST PER SCHEI`F`u F� t ,,',, r, '11 ��� 01) Z _ 34-093 29 GA. METAL e > O d n � TAIL 12/2 WALL CL___QA DJNG GIRTS PER DE 1. BUILDING MAY BE CONSTRUCTED OF ANY SIDEWALL LENGTH AND PER IN 4, a .. G � $ � SPAN LENGTH MEETING THE REQUIREMENTS OF THESE PLANS WHERE HEFT 3. �+ TM(�1 I f O ! (��` Z UA RATIO OF LENGTH TO SPAN IS EQUAL OR LESS THAN 3 (SEE NOTE 3 OPTIONAL LADDING —_ �_ _ J 02,L�a�q ON THIS SHEET AND NOTE 14 ON SHEET 3 OF �. ER NO #11, m LLI z EXPIRES I.�:GC SHEET 31 DETAIL 13/Z rSx� _ < , i'. FLOOR FINISH W 0 —� 2. BUILDING MAY BE A COMBINATION OF CLFARSPAN R ' GRADE ° ►- n AND GRID SYSTEM AS SHOWN ON -PHIS PLAN. � 1 ��1 16 i4,.;,3 � .,� � ;�� � 0 _ 3. FOR ROOF SLOPES GREATER THAN 4:12. BUILDING LENGTH TO SPAN d m Z , RATIOS ARE LESS THAN 3 FOR THE HIGHER EAVE HEIGHTS. I I I 3 J d USED LIST OF SHEETS INCLUDED 4. SPECIFIC BUILDING DIMENSIONS, WALL OPENINGS AND ACCESSORIES Z d a ARE INDICATED ON PERMA13ILT BUILDING DESIGN SHEET. (ATTACHED) I I THESE P l_A N S WlU E O SHT 1. GENERAL PLANS ec ELEVATIONS 5. REFER TO SHHETS 5, 6 AND 7 FOR MINIMUM LENGTH OF ENDWALL I I I F0071NGS PER HEDUL E H & J O N THE J O 3I 3 6 a SHT 2, DETAILS CLADDING / BRACED WALLS / SHEARWALLS REQUIREMENTS. L SCHEDULEDETAIL OR ON O Ix I � SHT 3, SCHEDULES de NOTES 6. CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. FOR SPREAD FOOTINGS. FOP. I N S P EGA' € SHT 4, SPREAD FTNGS de POSTS F SPAN LLI _ SHT 5, CLADDING & BRACED ENDWALLS EMS. 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ALL WORK AND MATERIALS SHALL CONFORM TO THE 1997 EDITION OF THE UNIFORM BUILDING CODE AND AS AMENDED BY LOCAL JURISDICTION. I A SIDEWALl POST SCHEDULE B ENDWALL POST SCHEDULE TRUSS BLOCK BOLT SCHEDULE 2. TRUSS DESIGN, FABRICATION AND INSTALLATION SHALL CONFORM TO THE 1997 EDITION < _ All BUILDING MOTHS TO 40' ALL BUILDING WIDTHS TO 40' C 3 MACHINE BOLTS W WASHERS OF THE UNIFORM BUILDING CODE AND AS SHOWN ON THESE PLANS. ENGINEERING DESIGN AND SHOP DRAWINGS SHALL BEAR THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. TRUSS BRACING SHALL BE IN ACCORDANCE BAY EAVE HEIGHT BLDG. SAVE HEIGHT TRUSS SPAN WITH THE TRUSS DESIGN DRAWING. � of � � BAY a WIDTH TO 11' 12' 14, 15' 16, (S TM TO 11' 12' 14' 15' 16' WIDTH 20' 24' 30, 36, 40' 3. THE DESIGN SHOWN ON THESE PLANS ARE FOR MISC. STRUCTURES AS DEFINED BY U.B.C. SECTION 1624. 10, 4X6 4X6 4X6 4X6 6X6 20' OR 30' 4X6 6X6 6X6 6X6 6X6 10, 2 2 2 2 3 DESIGN LOADS: SNOW LOAD: 25 PSF WIND LOAD: 80 MPH. EXPOSURE 8 (25X REDUCTION 12' 4X 4X6 4X6 6X6 6X6 22' 6X6 6X6 6X6 6X6 6X6 SOIL BEARING: 2000 PSF 12' 2 2 2 3 3 IN WINO STAGNATION PRESSURE ALLOWED. 14' 4X6 4X6 6X6 6X6 6X6 4' OR 36' 6X6 6X6 6X6 6X6 6X6 14' 2 2 3 3 4 LATERAL: 200 PSF / FT OF DEPTH NOTE ALL CORNER POSTS 4X6 - ORIENTATION 26'.38' OR 40' 6X6 6X6 6X6 6X8 6X8 SEISMIC ZONE. 3 NOT CRITICAL EXCEPT IF ADJACENT TO SEE DETAIL 1/2 28' 6X6 6X6 6X6 6X8 6X8 4. ROOF 3c WALL METAL PANELS SHALL BE 29 GA BHP NOR CLAD, OR EQUAL. HAVING 80 KSI AN OPENING THEN WIDEST DIMENSION MIN. YIELD STRENGTH. ROOF PANELS SHALL BE FASTENED WITH #14 x 1-1/7' SELF TAPPIN OF POST IS TO BE PARALLEL TO THE NOTE : FOR ALL EAVE HEIGHTS LESS THAN 11', USE 4X6, SCREWS AT 9" O.C. ALONG EACH PURLIN AND EACH RAKE BEAM AND #12 STITCH SCREWS THE WALL OPENING. EXCEPT AT 26, 28', 36', & 40' SPANS, USE 6X6 AT 24 O.C. ALONG EACH LAP. WALL PANELS SHALL BE FASTENED WITH #9 x 1-1/2" SELF TAPPING SCREWS AT 9' O.C. ALONG EACH GIRT. 5. LUMBER SHALL CONFORM TO THE FOLLOWING U.N.O. ON THESE PLANS: 2X4 THRU 2X12: HF NO. 2 STRUCTURAL POSTS: 4x6 HF NO. 2 S4S PURUN SCHEDULE RAKE BEAM W/ OVERHANG SCHEDULE 6x6 k LARGER HF NO.1 ROUGH SAWN D FFI BLOCKING: HF STANDARD AND BETTER 6. EMBEDDED STRUCTURAL POSTS SHALL BE PRESERVATIVE TREATED FOR 0.60 pcf RETENTION BAY WIDTH PURUN/SPACING 3 PA BEAM SPAN BEAM SPAN IN CONFORMANCE WITH AWPA C15 OR C16. ALL OTHER LUMBER IN CONTACT WITH SOIL OR AY CONCRETE. OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE TREATED FOR 0.40 pcf WIDTH RETENTION IN CONFORMANCE WITH AWPA C2. NAILS, BOLTS, AND METAL HARDWARE USED 10' 2X6 0 24' O.C. HF N0. 2 10' 12' 14' 10' 12' WITH PRESERVATIVE TREATED LUMBER OR BELOW GRADE SHALL BE GALVANIZED. 44 2X6 4 24:' J.C. DFL NO. 2 (2)2X10 (2)2X10 (2)2X12 2XIO W/ 2X12 W/ (2) ZX12 W/ 7, BOLTS SHALL CONFORM TO ASTM A307 AND HAVE CUT WASHERS UNDER EACH HEAD AND suolsN�� 10, 2X4 LEDGER 2X6 LEDGER 2X6 LEDGER 2X6 0 24' O.C. HF NO. (1)2X12 2X12 W/2X8 SCAB 2XI0 DF NO.2 AT 1V BAY)(2X12 HF NO.1 AT 14' 8A NUT U.N.O. 12 DETAIL 5A/2 DETAIL 5A/2 DETAIL 58/2 8. CONCRETE FLOOR SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 2000 psi. 2X6 0 24' O.C. OFL NO. 2 12 (2)2X10 (2)2X10 (2}2X12 D.F. N0.2 2X12 NO. 2 W SPECIAL INSPECTION IS NOT REQUIRED. 2 (1)2X12 2X10 SCAB X 9. BACKFILL FOR EMBEDDED POSTS SHALL BE GRAVEL, SANDY GRAVEL OR PIT RUN W/ 4" 2X6 DFL NO. 2 0 18" O.C. (2)2X10 (2)2X12 (2)2X12 D.F. NO.1 MAXIMUM SCREEN SIZE AND DRY ENOUGH TO BE COMPACTIBLE. COMPACTION SHALL BE 14' 14' BY MANUALLY TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN LIFTS NOT 2X6 0 48' O.C. + (2) 2x6 2X12 'N/2X8 SCAB (2)2X10 DFL NO.1 TO EXCEED 8'. IMPORTANT: BACKFILL SHALL BE WELL-COMPACTED FOR PROPER 0 48' O.C. (ALTERNATING) -H PERFORMANCE OF THE BUILDING. DESIGN BASED ON AN ALLOWABLE LATERAL BEARING SCAB-, BEAI+A PRESSURE OF 200 PSF / FT. � FOR THIS ALTERNATE THE RAKE BEAM 10. STEEL STRAP SHALL BE SIMPSON CS16 OR EQUAL IS TO HAVE NO CANTILEVER SPAN. BEAM & SCAB 11. 19/32' Tt-11 OR LP SIDING MAY BE USED IN PLACE OF METAL PANELS ALONG V CONNECT SCAB AS SHOWN AND ENOWALLS AND SIDEWALLS. SIDING SHALL BE NAILED WITH 8d COMMON OR Z USE DETAIL 5D/2. GALVANIZED BOX NAILS AT 4' O.C. ALONG PANEL EDGES AND 12' 0_C. IN FIELD. - b tOd 0 17 O.C. ALL EDGES OF SIDING TO BE BLOCKED. FOR SHIPLAPPED EDGES BOTH PANELS SHALL �q (STAGGERED) BE EDGE NAILED WITH 6d AT 4' O.C. IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. Q w° Z #$ 12. CONSTRUCTION OPTIONS WHERE SHOWN, ARE AT THE BUILDER'S DISCRETION. + 13. NAILS TO BE COMMON WIRE, UNLESS NOTED OTHERWISE. Lu EAVE GIRT TIE STRAP W I 14. EACH SIOEWALL TO HAVE A MN. OF 15' LENGTH OF CLADDING 40' MAX-BAY MOTH) Z R o- G RID SYSTINTERIOR RAFTER SCHEDULE INTERIOR POST SCHEDULE EACH SIDEWALL TO HAVE A MN. OF 9' LENGTH OF CLADDING (�8' MAX-BAY WIDTH). m GEM GRID SYSTEM Z BLDG. LENGTH TIE STRAP PER DETAIL 11/2 Lu »^ BAY RAFTER SPAN BAY EAVE HEIGHT WIDTH NO TIE BLDG. LENGTH QTY NAILS 8 q WIDTH INTERIOR POST FOOTING SCHEDULE W 's 10' 12' 14' 10WIDTH ' 12' 13' 14' 0 20' 36' MAX. 37' TO 60' 5 P GRID SYSTEM J 8' 15' 16' _ (2)2X10 (2)2X12 (4)2X10 10, 4X6 4X6 V 4X6 X 6X6 6X6 6X6 6X6 24' 44' MAX. 45' TO 72' 6 V &'w 10, (2)2X10 DFL NO.2 (2)2X12 DFL NO.2 (2)2X10 + 12' 4X6 4X6 W 4X6 6X6 6X6 6X6 6X6 28' 48' MAX. 49' TO 84' 7 ALL FOOTINGS: IT DIAMETER, 4'-0" DEEP (2)2XIO SCABS 14' 4X6 '49 4X6 V 4X6 6X6 6X6 6X6 6X6 32' 56' MAX. 57' TO 96' 9 (2)2X10 H.F. NOA (2)2X12 HF NO.1 (4)2X10 THESE POSTS TO BE BRACED PER 36' 60' MAX. 61' TO 108' 11 12' (2)2X10 DFL NO.2 (2)2X12 DFL NO.1 (2)2X12 + DETAIL 17/2 OR USE 6x6 POST. (2)2X12 SCABS 40' 64' MAX. 65' TO 120' 14 W 0- NOTES 1. NAIL OTYS SHOWN ARE EACH (2)2X12 (2)2X12 + (4)2X10 HF NO.1 SIDE OF SPLICE. Z o 3 (2)2X12 SCABS 2. SEE SHT 5 OR 6 (BRACED WALLS) OR SHT 7 (2' AND LESS Z o 14' (2)2X12 DFL N0.2 (2)2X10 DFL N0.1 + (4)2X10 DFL N0. H POST FOOTING SCHEDULE (WITHOUT CONCRETE SLAB) SHEARWALLS) FOR POSSIBLE LARGER SPICE STRAP REQUIREMENTS. O C 0 V n (2)2X6 saes I P R J POST FOOTING SCHEDULE (w/ CONCRETE SLAB) < a NOTES: ALL BLOCK BOLTS 3/4' 0 POST �� HEIGHT FOR SPANS V V. S SPACING EXCEEDING. /� ; FOR SPANS WITH NO CANTILEVER, SCABS TO 1a' 12' 13' 14' 15' 16' a��,,OF W��l,�,�i, ZEAVE 0 3 ARE TO BE 8'-0" LONG MIN., CENTERED • ` r� POST HEIGHT FOR SPANS 3 = o IN SPAN AND ON RAFTER, AND NAILED TO 10, 16' DA. 18' DIA. 24" DIA. 24 DIA. 24OWO 24" DA. 34' USE 24" DIA. Q SPACING EXCEEDING: TO 10' 12' 13' 14' 15' 16' O U b RAFTER W/ 10d AT If O.C. (STAGGERED). + + + _ FOR SPANS WITH CANTILEVER DO NOT USE 12, IT DIA. 24' DIA. 247 DIA. 24' DIA. 24' DIA. 247 DIA. 28' USE 24" MA. SCABS. USE DOUBLE THE QUANTITY OF MAIN 10' 18' DA. 18' DIA 18" DUI 18" DA. 18" DIA 18' DIA 34' USE 24 DA. 14' 24' DA. +24' DUl'2d' DA. '24' DA. +�14" DA. +24' DUI. 24' USE 24" DA. � 12' � MEMBERS. a �3 18' D14. 18" DIA. 18" DW. 18' DIA. tg' DIA. 78" DVl 28' USE 2d' DA. NOTES: 1. HOLE DEPTHS 4'-0' U.N.O. f * - HOLE DEPTHS 4'-5 74' 18' DIA.j 18" DIA 18 DIA 18" DA. 1g DIA 18' DIA 24' USE 24 DA. q +* - HOLE DEPTHS 5'-0' AL Z. HOLE DEPTHS 4'-O' U.N.O. HOLE DIAMETERS SHOWN ARE A MINIMUM Z. "- 'y HOLE DIAMETERS SHOWN ARE A MINIMUM dwt 2. SEE SHT 5 OR 6 (BRACED WALLS) OR SHT 7 (2' AND EXP�RFS l �J CC) 2. SEE SHT 5 OR 6 (BRACED WALLS) OR SHT 7 (2' AND 3 OF 7 LESS SHEARWALLS) FOR OTHER FTNG REQUIREMENTS. LESS SHEARWALLS) FOR OTHER FTNG REQUIREMENTS. NOTES: 1. DETAILS AND SCHEDULES ON THIS PLAN APPLY FOR SPREAD FOOTING APPLICATION. SIDEWALL POST SCHEDULE ENDWAIL POST SCHEDULE I • S 2. FOR ANY CLEARSPAN/GRID BUILDING, SPREAD FOOTING FOUNDATIONS A ALL BUILDING WIDTHS TO 40 B ALL BUILDING WIDTHS TO 40' �c WA iy �� IN ACCORDANCE WITH THIS PLAN MAY BE USED AS AN ALTERNATIVE PQS7 MATERIAL: DFL NO.2 SAS POST MATERIAL: DFL N0.2 SAS �` /v �' 70 EMBEDDED POST FOUNDATIONS, AI I CRITERIA ISTED IN 5 OR 6 BRACED WALLS OR SHT 7 EAVE HEIGHT BLDG. �t, 2' AND LESS SHEARWALLS vw C a i • WI THEY APPLY. ARE MET DTH WIDTH EAVE HEIGHT �' SCHEDULES AND DETAILS ON THIS PLAN SUPERSEDE LIKE ONES c o ° Q.`o 8' 10' 12' 14' 16' (SPAN) 8' 10' 12' 14' 16, [/ L SHEETS 2 OF 7 & 3 OF 7. v v o v v 10, 4X6 4X6 4X6 6X8 6X8 20' OR 30' 4X6 4X6 6X8 6X8 6X8 moo 4. FOOTING OPTIONS SHOWN ARE AT THE BUILDER'S DISCRETIN. ANY ONE 12' 4X6 4X6 4X6 „ 6X8 6X8 22' OR 32' 4X6 6X8 6X8 6X8 6X10 ,p`�� -093 O `srp OR MORE OPTIONS MAY BE USED IN THE SAME BUILDING SEE NOTE 2). 14' 4X6 4X6 6X8 6X8 6X8 24'.34' OR 36' 4X6 6X8 6X8 6X8 6X10 �. CZ•2�1 qG� s5/ir, aws.w/ NOTE ALL CORNER POSTS 4X6 - ORIENTATION 26',:$' OR 40' 4X6 6X8 6X8 6X10 6X10 ' l I SiWPSDN ruv.Caa OR EQUAL. ANT CRITICAL OPENING THENEPT IF ADJACENT TO WIDESTDIMENSION OF 28' 6X8 6X8 6X8 6X10 6X10 p� 9D/FELT O BASE OF PDST 5 I :O IF POST NOT PRESERVATNE MEGL SIDING POST PARALLEL TO WALL WITH OPENING. TREATED. 6%6 MF ND. t uE/xz8 P.T. • ROUGH SIZE T—,RT • lad O 1-1/2' O.c.FULL STAGTN OF SCAB. A �C POST MATERIAL: DFL NOA S4S POST MATERIAL: DFL NOA S4S GIRT •' EAVE HEIGHT BL, reDnNc BAY EAVE HEIGHT FULLHHEIGHT OF POST BACKFUL PER A �,`a. j = WIDTH WIDTH Nine 0.snT�. 8' 10' 12' 14' 16, (SPAN) 8' 10, 12, 14, 16' METAL SIDING /4 RFBAR 10' 4X6 4XB 4X6 6X6 6X6 20' OR 30' 4X6 4X6 6X6 6X6 6X8 wAr 12, 4X6 4X6 4X6 6X6 6X8 22' OR 32' 4X6 6X6 6X6 6X8 6X8 2'-e muARE HIS IS AN ALTERNATE�: " (INTERIOR-om-%G SIZES FOOTING 70 BEAR �-IE 6�HF NO.1 POST, ON NATi1RAL GRADE. 14, 4X6 4X6 6X6 6X6 6X8 24',34' OR 36' 4X6 6X6 6X6 6X8 6X$ THIS PUN SCHEDULE A As PER scHEDULE w.) SUOISIAu AND MARKED&AND/OR NOTE; MAX OLIAHRTY PERMITTED FOR THIS FOOTING AT 26',38' OR 40' 4X6 6X6 6X8 6X8 6X8 TO THE 6.8 NO. I POST, EITHER ENDYWll.{INCLUDING CORNER PC!M K ONE NOTE CORNER POSTS SAME AS ABOVE I THIS PUN.SCHEDULE B NO LIMIT AT SIDEWALL& 4X6 DFL N0.2 28' 4X6 1 6X6 6X8 6X8 6X8 MARKIDO SA '5DSPREAD POST MATERIAL HF W/ TYPE & GRADE PER NOTE J5, SHEET #3 POST MATERIAL HF W/ TYPE & GRADE PER NOTE S, SHEET #3 cso/er-ao Ts.w/ P.T.POST SIMPSON GAILY.OR=OR EQUAL. s METAL SE:ING 4• CONIC SLAB BAY EAVE HEIGHT BLDG. EAVE HEIGHT 4x6 HF NO2 s WALL PANEL SCR (E�F4 REBAR,3'LONG. WIDTH rQR GIRT PER NOTE/4 • BEND•9O.ON.r R.I WIDTH • PUCE PER DETAIL 1E8/4. TO 10- 11' 12' 14' 15' 16' (SPAN) TO 10' 11' 12' 14' 15' 16' lad OALVANim Z 16a O 1 F SC O.C.iL'LL LENGTH Of SCAB. O tG' oz o� 10, 4X6 4X6 4X6 6X6" 6X6 6X6 20' OR 30' 6X61 6X61 6X6 6X6 6X8° 6X8° STAGGERED. 2,e P.T.GIRT .o 12' 4X6 4X6 6X6° 6X6 6X6 6X6 22' OR 32' 6X61 6X6 6X6 6X8° 6X8° 6X8 GIRT . 6 Z ;q .' .' a 3 14, 4X6 6X6' 6X6' 6X6 6X8' 6X8` 24',34' OR 36' 6X6• 6X6 6X6 6X8° 6X8 6X8 2X4 HF NO.z SCAB CDNCRETE FULL HEIGHT OF POST FCOTNc .A' .' •: ui y 26',38' OR 40' 6X6• 6X6 6X6 6X8° 6X8 6X8 ' •9 -Iv LLI NOTE CORNER POSTS 4X6 METAL SIDING NOTE BACfg,e�3. �9y 4 v Z (ORIENTATION SAME AS ABOVE) 28' 6X6 6X6 6X8° 6X8° 6X8 6X8 z « i9Rac n ALTERNATE POST PER DETAIL 25A/4. Z •ALTERNATE POST PER DETAIL 258/4. �c )wAr SIZE PER SCHEDULE u W 9 ALTERNATE POST PER DETAIL 25A/4. , G,S AN ALTERNATE TO THE e. Foom a To BEAR INTERIOR POST SCHEDULE ALTERNATE POST PER DETAIL 25B/4. POSTS.THIS PUN.SCHEDULE A k B AND SCHEDULE w IF APPLICABLE ON NATURAL GRADE K AND MARKED. 75 J �n GRID SYSTEM U NALTERNATE POST 0. ALL POSTS - 6x6 HF NO.2 ROUGH SIZE (ALL EAVE HEIGHTS do BAY WIDTHS) DE 5 4 _,•_� 6X6 DFL NO. 2 (TO 14' EAVE HEIGHT, 12' BAYS & TO 16' EAVE HEIGHT, 6 SPREAD 700TiNG 'DETAIL POST IN CONIC. 10' BAYS. BRACE PER DETAIL 17/2 FOR ALL OTHER CONDITIONS). 4 "' s�;"eons w/ �G� r� y cGwuN B�sE w/ FOOTING SCHEDULE PST SIMPSON GAILY.CM OR EOUA_ I • s/�•BGLTS. W O -COLUMN BASE FOOTING SCHEDULE - SIUEWALL POSTS swPsnN GALv.CM oR GRID SYS a. o n 90J FELT BASE OF PCST.Ir U 'NrERIOR?DST l- a METAL S7DNG Post NOT?RE'fRYATNE TREATED, i INTERIOR POSTS O WALL PANEL SCR C CONIC SLAB t 4' CDNC.SLAB I Z d FOR GIRT PER NOTEµ I • f(z2t REBAR.3'LONG. ( �' �a4(MIN.) ! • FOOTING SIZES: 10' BAY - 18" x IT � � � 0 • / ![32 No 69O DN 4' RAND tea CALVAWFDPLACE BAY O • 1a "z _ PER D TAx'.BE/4. �f WIDTH TRUSS SPAN NO E ,.SHT 3. ' 14' BAY - 24" x 24" V O v o B07E#9 PER • 12' BAY - 20" x 20" x:a P.r.GIRT f— . 20' 24' 28' 36' 40' n _ a SEE DETAIL 16C/4. = Z .• a•,: i ` 10' IT x 18' 24" x 24 24 x 24 24' x 24 24 x 24" � � � s 3 12' 24 x 24' 24' x 24" 24" x 24 26" x 26" 26" x 26" :• ALL OTHER POST' FoaING a4(MM.) 14' 24" x 24 24' x 24 24 x 24" 26' x 26' 28" x 28' 4y, � � FOOTING SIZES: 18' x 18' � W IX . . .' SEE DETO 16�4. O a z NOTE t9,sw S (NAx.) C/ W }}4 REBAR•ir o.c. ENDWALL & CORNER POSTS HIGH NAY SIZE PER SCHEAILE U (YAx.) GOH WAY. SIZE PER FOGTING TO BEAR 'r�CONCRETE FOOi1NG FOOTING RI BEAR SCHEDULE W. ON NATURAL GRADE (WAY BE POURED SEPARATE FROM SLAB) ON NATURAL GRADE ALL FOOTINGS: 18" X 18" !!� • - SLAB MAY BE POURED 0 1 2 3 L{Qg SEE SHT 5 OR 6 (BRACED WALLS) OR SHT 7 (2' AND SEPARATE FtoM FcanNr- LESS SHEARWAL.S) FOR OTHER FTNG REQUIREMENTS. T wcEl - I Foor 14A _, d 16 F P 1a _,.� � 4 OF 7 ■ r rTi rnl:z= x y r rce ddlod-'� ,D �p W W W V V fT 0� UI UI A A A W W W N N N y DrrrO O o v� W Q, W 1 V 0% 0% Ul (11 A A A W W W N . NU(U o0 0 0 N WP o Q` N W o Q` N Q; A N 0% N o W .p, o D II i'II No Nci� -vt 0 0� N ODC Q N OD o (Jy N tb N o 0� N �? WA i.W rxr11 to O ■ ■ ■ r ■ r ■ ■ r ■ _ 1 I 1 I I I I 1 1 I 1 I I 1 m m m m D > D D D a I 1 0 O O fll y N o 0) () (11 y, (n 0� t; Z 1 1 I I 1 1 I 1 I I I I I I m m m m D D D D a I I I rNj) vT�N I I I I I I I 1 I I I I I 1 0 �.,, N A ': � m m U (U N U1 N *� Veo IT r as Lnr r r r Y ro r r H r r `D N O I 1 1 I I I 1 I I I I I 1 1 I A N I I I I I I I I I I I I N A v m tT Q 01 A W N o A �+ r W p r*I N N E O� z ,� C:O rZ*1� �--. � r+� 4+ �+ N f~-+ r r ■ r r �0 Ohm Z II N 2 I*1 V 01 Ul W W N �D ~ ~ N I t I I 1 I I I I I I I 1 1 D fn frlZ I I I 1 I I I I I I I Cc% V 0; �D b �' `; ao -o6% bD � c7 f7 A Cl C7 (� m m m m a D D D N 6c-r I N N N G1 LJ A ? ZJI fU rU N A .A OD 7 1 I I 1 I 1 1 I 1 11 I rD l I I I 1 I 1 1 I I m y N ,,� A A S ZZ N .� Z yy(l:Ov N N FU r+l r ,. ■ r r r W W 1 I 1 I 1 1 1 1 n n n n n n n m m m m m D D D 1 I I O I"' I I I I I 1 I I r a �D W �1 0� A W N O �o V rJI 1+ W r O o U v !n W W Oo � CD kD 1.9 :0 ID `D aD 0) aQ oo 0o 0D ao co tT1 ;� ■ , ■ ■rx) ■ ■ ■ ■ ■ 3 Z r 1 I I 1 I 1 co ON Ln ON UI (11 UIP ;' lt ? A (J W Azi, 0� A ¢ A A A N N N o d d d d (7 f7 n t7 n f) c'1 m m m m D D D N N N N N ! V (JI ,. v LNfI fN1) W N 1 1 1k rWrl I I 1 1 1 tT (JI A W N A 1 1 I I I t7 A W (aI IU N `� �? C� "D OJ 0� ? fU N co aD 00 � 0� I Z p - _ _■ ■ ■ r ■ ■ ■ ■ ■ n W -�N N N N N N N N N N "� � N N N N �-+ r r �-' �-' 1 I 1 to to d d d d Cl ri C') t7 (� t7 n m m m m m D > I 1 1 p. � I I I �o of V 0% U1 W (U t-' o �0 m � (.11 co M N !-' � `4 0% UI W d � j r Z tJ (J N :-• o �D to V V 0� UI W !U N b �D 0? Q+ CJ (U O OD k Y N v m r- W W N rV N rU ru N rV IU rU W rU N rU N N r r .-� W OD v I I *rs C dWssH* (l f7 m m m m D D 1 ( I W m � I I �' G k0 W 0� UI A W N ''' o �D ,-+ kD (T W N C� V 01 UI W 00 Z CAI11111, -{ W Rl i-- co DD ! O; UI A G? i� 0 00 A O 00 UI a� N W V 0� A � qM Z pCP u W W W W fU N N w N N rU IU N '-' W W W N N N N �-' - �1 '1 rt t1 t1 t1 d U d d d c� c) cr O c t m m m m > > I 1 I o 1 A W N '-' 10 W V � UI A W o �D A N d V A W `o A GJ N w D; o v (n` (Jl fU `= �D W 0� U1 W N lT V b t» CD o� �M BELOW LINE: LENGTH ABOVE LINE: LENGTH REQUIRED FOR EACH USE AU OF LENGTH ® Otte REQUIRED FOR ONE OR 8 ENDWALL TO HAVE OTHER ENDWALL BOTH ENDWALLS COMBINED TO HAVE REMAINING LENGTH. Y _ x G �D ID W co W V V 0� o W Ul A A o w IW W W ru N o o `0 co dO W V V 0? 02 UI UI A A A W W W N N N yo 0 0+ N C) A o 0? N W A o tT N W O� N W N o 0 0 (1� N OD ? g 0+ N OD A o O� N W O O� N W N o Q' N o W ? o N 1 I 1 1 1 I I 1 1 1 I I 1 I m m m D > D D D D Z. 1 1 o S I I 1 - 1 I I t I O O b UI 6 N o o O o G O N T UI 1. W N o o ,() I I I I I I I I I I I I I I m m m D D D D D > I l l rp I I I L I 1 1 1 1 1 1 C UI UI UTA �0 C1 f7 m m m W D D D D D 1 I I N Ar± 1 �D PD 0 Ul W N G G �D V 01 (rjl l� o N + 1 I 1 1 I 1 I I 1 I 1 1 A r N N b CO iD OD w V fU Q O CO 0� f4 r o m r SSW a a N o 0 i0r0W � N i W ar' Z 1 i I I 1 1 t I i t 1 I I 1 (� D 1 i I Q I o �nbov (ni; wiud' 4 (oitcn N �: 9G) I 1 1 1 1 1 1 I I n t7 C7 () f7 m m m m D D D a D I 1 1 W C 9 I N CR A N b 0) V 0+ Wj Nop, I11 b OJ N A \SO 1 I 1 I 1 I 1 I n n n n n n n m m m D D D D D I 1 I O v d 1 I 11 1 O+ A W _N p m W W r O A W O 0D A N O W M N N N N N W oN v - N N N r r `. r W v 1 t I I 1 1 n n h h n n n n h m m m D D D D D 1 1 I N 1 I 1 1 I I -VD 14 0 U1 f.J iD V iA (J �O V ()1 pW� 6 0% N o 0z A b N C ri d t7 n A t7 h t� n ci m m m m D a a > 1 1 I I 1 I I I O �D W V UI A W N o V N �D UI A N i0 DD V A N c r 1 1 1 1 1 r J ? N o 00 UI (J G-t �0 ? o A OD IT Q A fU 00 rU W W W W N N N N IU N N W W N N N N �-' ' '"' '"' 1 I 1 Iy e e d c� c l c I m m m > a a a 1 I I I I I A N C• o %D V M UI W IU !- DO V N o to UI N o tp V tJl N a, . r b �! fV 1? V P KU �D V A %D O` pD c� N O� D 1 I t•1 to C b C d t7 cl n (1 n n (� 0 m ecf m W D D D I I I DWp 1 I W N !'' ti0 W V tN/l NP W � � ": OJ o� W -J � it oo (A ro `fl A N W Q UD 0� W A O ^Z W W W W W CJ W �J N N N IU N N W W W N N N N to t•t t1 t*l an d t9 d d t-t r7 c'1 c� c� c� c� m m m m D a a I I I o (D W V UI A GJ !' k0 V l7% UI W N !D V A ''' V 0% W '' W N W O V (J b V P ID 0% pD N BELOW LINE: LENGTH 1//4 OF LENGTH O ONE ABOVE LINE: LENGTH USE REQUIRED FOR EACH USE 1 I OTHER ENDWALL REQUIRED FOR ONE OR ENDWALL BOTH ENDWALLS COMBINED TO HAVE REMAINING LENGTH. ram EirO yr W O) Ut A C4 N .' a ��A7711 ((rAr�TI N47"Tl �j-O G n vr- �--I C),��q�l O 0,� O v © O °o� ITI� 1�1� �' Tl r*1T RWIrr1 �rD o �;O:O I*�(A (nm �otnAm �v to f - -i> '7t-Sc `" --rr��O --1 p M0 , CZ IDm001 ZS0-r�0 Cl cn ui N fr I CD �' O3 .m 71 t (7 o rn o vl i 3 O �r ;Orry�r'D8 Izr� �rrl Z-'I (v!�)C `�' zz L?� � rof \ --I --I mphrTlm yyZ l7� t*l1 T rnN� ii NKrtW�t Cv i/fLo WrR1901 Om(/1 n m N i I 1 T,3 _ 1 f*t CI `C�f�T D p mN ' 0:0 �� Z Z1 I' � In 5 — �Ql ; g 3 33 T f mN o 0z zO,Y, mpz � 8 ;00 Z G �� �o I L-, EMT rD''ab-^� � OF, enzocg ��s �g� �868 OlN �V! p�rr, ti 3 3 lA M _VVVV!»! Rj�NI ro�(C�7N '� 3�56 C� m �z2 � pG�ID S2 .r. �f D`W UI-�51*1 ;11 ;Y ;mil rno mo j V) ��(A rri Z� Z� �O xW �t31 �0 007Clf S �C(n zz ?? �� v �s '�JA �O (A X 0- tnRlp�f*jZ� I*1 m �(ncW i i I I.T zz ^ ?? /X\.I{ll �m f c) �xt7LB0 co�z Z mr�Z N m N a;N I I _ I I o;MOD _ r A v �rtj�N N N t- C G�'�� �C f (7p =� _= rnnl .� rnN '8 vl'Tl --IW> --Irn ;Ct�n��WB RI(W*l*O of Z. (2*� rmo v (n O@ yn -'l pm O� z ?t*t ~~ qe W G_�8 WtnXz uIg�BR 00 mo0� =ZW Z P N (n �m�p Wg�N� Z00 = I C (n pz w rrn c�• °� 00 N no. dam NM job me. 98--707-103 TOWN & COUNTRY dal°" AMR O �j - drawn AMR WASHNGTON -PP'"T JIP It CLE ENGINEERING INC. dare 021D4ZH CLADDING a BRACING, ENDWALLS �,,, I p, a,,,,�,, �� ,, We WWI dwg. SHW F11R.DN y FOR EMBEDDED FOOTItra!! Phozw (may)XW-W?l Pax (40) eW-18M wale N.T.S. NAND; SO MPH,&". \ SNOW !e PSF Eave Height (H) = 12' mox. Roof Slone 4:12 p Eave Height (H) = 1 ' max Roof Slope 4:12 p NOTES: w w 1. THIS DRAWING IS INTENDED FOR USE WHEN THERE ARE , z �z OPENINGS IN THE BUILDING ENDWALLS. SIDEWALL MINIMUM LENG'�H OF ENDWALL CLADDING OM MINIMUM LENGTH OF ENDWALL CLADDING �� ARE USED IN CONJUNCTION WITH SHEETS 1 two two - , BASIC PLANS WIND: 8OMPH, EXP B. Ngjz Segments to be min. H/3.5 (min. of 2'-6" long -8' Eave) 0zv Note: Segments to be min. H/3 ** (See Note 6) c�zo 1 ** (See Note 6) zovt Zo 2. FOR A GIVEN BUILDING EAVE HEIGHT THERE ARE SPAN �j= SPAN r TWO TABLES OF WALL CONSTRUCTION TO CHOOSE .dGTH I 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40' L;iOw ' Ow FROM. IF THERE IS INSUFFICIENT LENGTH OF WALL e z a LENGTH 2D' 22' 24' 26' 28' 30 32' 34' 36 38' 40 z o CLADDING TO MEET THE REQUIREMENTS OF THE UPPER 4 a o o 20' 10,D' 10,4' 10,6' 11.D' 11,4' ll,6' 12,D' 12,2' 12.6' 13.D' 13.2' �wz 2D' 12.4' 12.6' 13,0' 13,2' 13.6' 14,0' 14.2' 14.6' 14.8' 15,2' 15,6' :ow TABLE THEN THE APPROPRIATE BRACED WALL TYPE 3 v o c v Y 0w �w LISTED IN THE LOWER TABLE IS TO BE USED. 24 12.0 12,4 12,8 13,2' 13,6 14A 14.4 14,8 15,2 15.4 15.8 24 14,8 15,2 15,6 16.0 16.4' 16.8 17,0 17,4 17.8 18,2 18.6 �' THE BRACED WALL TYPES ARE SHOWN BELOW. 28, ' 14,D 14.6' 15.0' 15.4' 15.8' 16Z 16.8' 17.2' 17.6' 18.0' 18.6' two 28' 17,2' 17,8' 18.2' 18,6' 19.0' 19.4' 20,0' 20.4' 2D.8' 21.2' 2L8' two 3. IN BRACED WALLS THE PANEL(S) BRACED MAY BE 30' '15.0' -15,6'-16,0' - 16.5 -17.0'- 17.4'-18,0'-18,4'-18.9' -19.3'-19,9' �m 30' 18.5' 19,0' 19.5' 19,9' 20.4' 20.8' 21,4' 21.8' 22.3 22,8 23,3 �m LOCATED ANYWHERE ALONG THE WALL BRACED 32' -16.0' '16,6'-17,0' ' 17.6 '18.2'r 18,6''19,2''19.6''20.2''20.6'-21.2' 32' 19,8' 20.2' 20,8' 21,2' 21.8' 22.2' 22,8 232 23,8 24,41 24,8 PANELS ARE TO CONSIST OF SIMPSON CS16 STEEL STRAPS OF THE QUANTITY INDICATED PLUS WALL 36' ` 9,0' ' 9,3' 19.2"19.8'*20.4''21.0' '21.6` '22.0 -22.6 -23,2 '23.8 z = 36' 11,1' 11.4' 23,4' 24.0' 24.4' 25.0' 25.6' 26.2 26,8 27.4 28A' z CLADDING. STRAPS AND CLADDING TO MEET THE 0 0 REQUIREMENTS AS SPECIFIED PREVIOUSU . 40' ' 10,0''10.4' 10,7' - 22,0-22.6 ■23,2 '24.0''24,6 -25.2' '25.8''26.4 �0 40' 12,3' 12.7' 13.0' 26,6' 27,2 27.8 28.4 29.2 29,8' 30.4' 31.0' 0 r ■ r ' ■ ■ '■ ' r r ■ ■ ■ 03 Z . . . . . . , a3 4. THE BRACED ENDWALL TABLE IS FOR fit{ ENDWALL 42 10,b 10.9' 11,3 11.6' 23,7 24,4 25.1' 25,T 25.4' 27,0' 27J =p 42 13,0' 13,3' 13J 14,II 28,6' 29,2 29,9 30,b 3L6 31,9 32,6 p USE 4X6 P.T DnSTc L-McEDDE-n !NTO 2' 0 X V 0EEP 48' ' 12.1' -12,4' 412.8' '13.2` 613.6' '14,0' 28,6 ■29,4''30,2' '31.0' '31.8' �w z 48' 14,8' 15.2' 15.6' 15,9' 16.3' 16.7' 34,2 35,0' 35.8' 36.4' 37,2 cw z FTNGS O EACH END OF EACH BRACED WALL SEGMENT 52' ' 13.1''13,5' '13.9' '14.3' '14.7' '15.1' -15.5' '32,0' 32.8' '33,6''34.4 M 52' 16,0' 16,5' 16.9' 17,3' 17,7' 18.1' 18.5' 37,8' 38.6' 39,6' 40.4' Z=z PER DETAIL 20/2 UNLESS LARGER SIZE POSTS aC FTNGS �wARE REQUIRED PE`R SCHEDULE ON SHEET 3. 56' ' 14,1' 14,5' '15,0' '15,4' '15.8' '16,3' -16,7' 17,2' 17,6' '36.2' 37,0' w 56' 17,3' 17,7' 18,2' 18,6' 19,1' 19.5' 19,9' 20,4' 20.8' 42,6' 43,4 tLF_ - - po 00 5. FOR NON-TRUSSED ENDWALLS, USE 1) A CONTINUOUS 60' 15.1' 15,5' 16,0' 16,5 17.0 17.5 17.9' 18.4' 18.9' 19.4' 39,6 60 18,5' 19,0 19,5 19.9 20,4 20,9' 21,4' 21.8 22.3 22.8' 23.3 GIRT FULL SPAN LENGTH O TOP OF BRACED WALLS OR 68, - - 18.2' 18.7' 19,2' 19,8' 20.3' 20.9' 21.4' 21.9' 22.5 �`' 68, - - 22.1' 22,6' 23.1' 23.7' 24.2' 24,8' 25.3' 25.8" 26,4 2) USE SIMPSON MST48 ALL NAILS) O TOP GIRT SPLICE. 72' - - 19,2' 19.8' 20.4' 20.9' 21.5' 22,1' 22,7' 23,2' 23,8 wo I 72' - - 23.4' 23.9' 24,5' 25.1' 25,6' 26,2' 26,8' 27.4' 27.9 wn= 6. FOR ENDWALL WITH PANEL SEGMENTS LESS THAN 2'-6' cnz (nz o SEE SHEET7 (2' AND LESS SHEARWALLS). 76' - - - 20.9' 2,5' 22.1' 22„ =3.Z' 23.9' 24.5' 25,1' =w ,6' - - - 25.3' 25,5' 26.5' 27.1' 27J' 28.3' 28.9' 29,5 �4+1- 80' - - - - 22b' 23,3' 23.9' 24,5' 25.2' 25.8' 26.4 80' - '-� - 27.2' 27.9' 28.5' 29.1' 29.8' 30,4' 31.0' BRACED WALL (t) 5T EL STRAP 84' _ _ _ = 23.6' 24,4' 251' 25.8' 26.4' 27.1' 27.8 84' - f- -' 28.6' 29.2' 29.9 30.6' 31.2' 31,9' 32,6 -_ 88' 25,6' 26,3' 27,0' 27,7' 28,4' 29.1' �� 88' W,1S 30,6' 31.3' 32,D' 32,7' 33,4' 34,1' �- (A 92, - - - - - - 27,5' 28,2' 29.0' 29,7' 30,4' z� 92, c - - 32.8' 33.5' 34.2' 35.0' 35,7 z� / \ 4J. , - -� , w� EMBEDDED POST EACH 5' MIN-12'F.AVE HT EMBEDDED POST EACH 96' - - - - - - 28.7' 29.4 30.2 31.0 31.7' 96 . 34,2 34,9' 35.7' 36.5' 37.2 SIDE PER NOTE 4, SIDE PER NOTE 4, O O Typ, B' MIN.-16' EAVE HT Typ, C120, --- - - - - - - 30.7' 31,5' 32,3' 33.1' zw 100' _ - - - 36.4' 37,2' 38.0' 38.8 zw - - - - - - - 32.7' 33,6' 34.4 mow-{ 104, - -t" - - - 38J' 39.5' 40.3' z2w-j (2) STRAPS (1) STRAP - - - - - - - 34.0' 34.8' 35.7 0 10ix 8' - - - - 40,2' 4LD' 41.9' p 53 Q 3 - - - - - - - - 36,1' 37,0' mwjz 112, - - - - - - 42.5' 43.4 mww - - - - - - - - - 38.3 116, - - - - - - 45.0' s MIN.-1z' HT to' MIN.-1r Hr - - - - - - - - I - 39,3 120' 46.5 8' MIN.-16' HT 16' MIN.-16' HT V ■ FOR H = 10' MAX (2) 3' SEGMENTS W/ (2) STRAPS EA. SEGMENT (SIM. TII_DQ)_MAY BE USED EXRf�fS !. rJ. OO Z AS AN ALTERNATIVE' O ONLY ONE ENDWALL OTHER ENDWALL TO T(O�)HAVE LENG AS NOTED ABOVE. (z) STRAPS — SEGMENT(SIM. TO MAX D)HMAY BUSED AS2AN2AL.TERNATIVES0 bNCY ONE ENDWALL. BRACED ENDWALL BRACED ENDWALL VN Z 9 0' MIN.-12' HT SPAN SPAN © 16' MIN.-16' HT Lu LENGTH 20' 22' 24' 26' 1 29' 30' 32' 34' 36' 38' 40' LENGTH 20' 22' 24' 26' 28' 1 30' 32' 1 34' 36' 38' 40' 20' 20' c c �- 0 H T ♦ Zt03mot a-- 24' 24' (1) STRAP (1) STRAP QLU28' A 28' CA) B B A30' A A A A ' A A V uJ VN 32' A A A A A A - - a 36, A B B B B B B B B 36' A A A A A A A B B B B 40' A B B B B B B B B 40' A A A B B B B B B B B (z) STRAPS (2) STRAPS 42' B B B B B B B B 42' B B B B B 8 B B B J 48' B 52' B B c 52' H C c 5' MIN-12' HT 5' MIN-12' HT 56' C C C Cop c C C C 56' B C C C QC C 8' MIN-15' HT 8' MIN-16' HT Z 60' c c c c C c 60' C C c C C C c Z Lu 68' b8' - - (1) RP (t) RAP 0$$ ,0oLL ,1 72' - c c c c c c 72' - - c c c c F 76' - - C C C C CnD 76' - - V ; LL r-- t 80, - C D D D 80, - - - C c C 10 M -112 HT 10' MIN-112 HT ccp 16' .- 6' HT 16 MN.- 6' HT ma 84' - D D D D D D D 84' D D D D � ;_ 88, - D D D 88, D 3(2) STRAPS 92' - D D E E E 92' D D D E E (2) STRAPS O Z 96' 96' - D E E E E 0 E E E E tD MIN z HT tD' M12' HT 104' S� F F 104' - - - - - - - - E E E J f U 108, - - - - - - - - E E E F R RACED I PLYWOOD Y SUBSTITUTED 4 FOR BRACED WALL TYPES -c USING SAME WIDTHS. 112' - - - - - - - - - F F 112' - - - - - - - - - E E ALL PLYWOOD EDGES MUS E LOCKED, MIN. T NOM. d"k 116' - - - - - - - - - - F 116, - - - - - - - - - - E USE gd NAILS: EDGE O 3" O.C., INTERMEDIATE FRAMING 120' - - - - - - - - - - F 120' - - - - - - - - - - E O 1 8 O.C. STAGGER PLYWOOD SHEETS. B OF 7 y 1D �0 W CO m J V 0% ON UI UI A A A W W W N N r) 'U D m m m V J a% 0% UI UI A A A (.) 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BOTH ENDWALLS COMBINED ■ (A .D %D m m m J V 0% ON to UI A A A W W W N N no "' ,D �D 00 W CO V J m c1 01 UI A r A A W W W N N N p O� N pop01 0 0` N m A 0 Q� N m 0 T N m N 0 0'� N O OD A o Z o p; N m o Qy N m A 0 m N m o 0+ N OQ N O 0� N o OD A o i h r r 1-1-1 r r ou 9D "+ 11 ID r-) 1 t 1 1 1 1 I 1 I I I 1 t t w g.o OJ d CJ OD fU 0D A OLmfl W o W o W -` OJ UI fV b7 ? O _ iv _ � � 2 Do p?2 "+ N r+ "+ r H �D V 0� UI W N N N " r+ v H N `D V Oti U1 W N ~ O ♦D CO fU 07\ N op I I I I I I I 1 I 1 I I I I o V N f� W V :� N b OD IU !T O C F c V (n N t� V a N O o C �r N N r+ r+ r r "-• r N N r• r+ "+ r N N r �-- r` r-+ n) N r-` r r "+ ro m 01 to W W l,,l o W m cA W p I I 1 I I 1 I 1 I I I I CJ N �O m O� tJt W W w o �D m cA W Ut NU %D aI V Q A OO NA N 0J, o u j, i� (JI N �D Qy V O ;A by N N D; o IZ ■ Y ■ ■ ■ • ■ Z tl to N N N N N �' H "r .� N N N N N N •- �- '' N _ ".. "+ "4 r+ -1, Ut W N �D m V U1 A m ,p, "+ �0 m O1 W N A I I 1 1 I I I I I 1 I UI W N `� m J UI A ,p, H �D m O� W N I 1 1 1 t 1 i 1 1 ► I (.J `D O N T '� (J �p pi ;O bN W �D b G fLS �D (fi O fU _ 1IUv ■ ■ Y ■ ■ ■ • ■ S. 1 1 1 I 1 I I I 1 1 N N N IU NO D v Q� pNp IU N No Q, W x m no y _(NJI A W o ,D ! g' m v ? o I" x m J UI A W J A 1 1 1 1 1 1 1 1 1 i� I-< PD NU tD Cn i- A '' V tJ p� N "{� OD :y, o .A fT O O� tU �D UI '; ? �! (J fl+ NU m. - O� Cu m I M W N N N N N N �' '' "' N N 144 N 1i) W N N N N N o N N "'o IO V 0% UI W o `D m d' V1 V UIO Q` -0' o I 1 I 1 I I 1 1 -DO` `D V d` UI W ;.� V ,D .1N o �D 0' o 0 Ln '� V `Q W v NU CD oOD :p Co b tU �D UI V `A N pp t� Nv m A OD to Z 8 W W W VJ N N N N N 0 '�' W N N N N5 4 N N w ,... ■ ■ Y r !J t J A ,-� r W W W W N N ►U N N "' �' W N N N N n I I I 1 1 t A N w �D m � UI A N .D m A 0 m UI N O o N N I I I I 1 1 N R) W %D 90 i4 0 NU A :D (n A �D m y 'U A O o NU N OD �D (it O; no , �D UI N ,D :A bm oo b NU �D A D� m z W W W W W N N N N N N W W W N N N N N '-' '"' W W w w W IU Pl) R1 N N N W W W N N N N N 14 'N M 1 1 1 1 1 0� A W N o �D V (T ? 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N "' m A W '' C0 UI c 0, UI W O OD J SA A N �D J gl W W o J N mU1 W a0 N V '; (11 �D A NJ A A N N o b m GI d• b+ (A b 4 `D W OD N V '' O+ � UI �D A LJ ? A N Gn � b BELOW LINE: LENGTH ABOVE LINE. LENGTH BELOW LINE: LENGTH ABOVE LINE: LENGTH REQUIRED FOR EACH USE 1 4 OF LENGTH O ONE REQUIRED FOR ONE OR REQUIRED FOR EACH USE 1(4 OF LENGTH O ONE REQUIRED FOR ONE OR ENDWALL ENDWALLOTHER ENDWALL BOTH ENDWALLS COMBINED ENDWALL ENDW L OTHER ENDWALL BOTH ENDWALLS COMBINED TO HAVE REMAINING LENGTH. 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AM ALIR NtAOFINYTON apPYd' JIP n CLE ENGINEERING INC. date 02io�199 2' AND LESS SHEARWALLS nilf,■d a. Curt. 10t, N,,,,,,,Wa eu,t dwa. 2FTSHV".D*G V WIND* So MPH,EW. 8 11101001: M PiF phaa« (4m) B&O--AMI h■ (4e6) *S11-two scale N.T.S.