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The builder shall -verify all dimensions; and. condttons on drawings and shall be responsible:for ail adjustments and corrections made to the drawings -in the • field. - : 3. Written dimensions on these°drewings shall have - precedence over scaled dimensions:: Contractors shall verify. - and be responsible for all dimensions -and conditions on the Job and this -Mice must be otifledlf any-uariatioits fromtits dimensions and conditions on these drawings. DESIGN REQUIREMENTS • Table R301.2 (1): Ground snow load: 39 ibs/sq.ft: - Wind speed (gust): •- - 85 mphRO fastest Seismic design category: ISO•33: C ' • Weathering: • Severe : . Frost line depth: -24" .: -. Termites: . • Slight Decay: ' .• Noneto-slight Winter design temp: 10° F lceshield underlay: • Yes Flood hazards: • 1612.3 IBC, FEMA map Air freeze index: ' ' 1232 Mean annual temp: - 47.2° F - LOADING SPECIFICATIONS Design Loads, Design Category C: Floor: DL 15# s.f. + i.0 40# s.f. = 55# s.f. Roof: • .DL 15# s.f. + L!; 39# s.f. = 45# s.f. Stairs: LL 100# s.f.=100# s.f. total . Decks: LL 60# s.f. = 60# NOTE: Referto 2006:1.R.C.'table R502.3.1&2 and. R502.5.1&2 for allowable.unit stresses- & consult local building code agency for eltowable local loading conditions. HEADERS 1. All headers supporting roof and ceiling to be (2) 2x10.;. minimum for max. span'of 6:1" with 2 jack studs, unless otherwise noted on plan. - • • • 2. Headers supporting roof, ceiling & center beating fiootto be (3) 2x10 minimum, for max. span of 6'7" with 2 jack studs, unless otherwise noted_ on plan. . . 3. Alt headers •supporting roof, ceiling, and two center bearing floors shall (3):2x10 minimum for max. span of ' 5'7" with 2 jack stuns, unless=otherwise noted on plan. 4. To reduce sizes for. particular openings, refer to plan or to 2006-IRC table Rs02.5(1): ' ' • '• a ice. - - - 5. For all interior-ileI er sizes & locations, referto plan. • 1. Use 3/a" tongue and•groove.plywood subtioor nailed or - screwed and glued,:ores specified on drawings. -See Table R503.2.1.1(1&2).; `.:-• - 2. All joists or beans framing into beams,: headers, or • gliders shall be supported with "U" type Simpson (orequai) beam hangers. All'piistlbeam connectionsto be made with . approved connector where it is required. 3. Provide-solid-btoia ir): between -joists and rafters at bearing walls: Provtde joist blocking at all intermediate supports (2006 IRO R0O2:7)- • • • core and weatherstripped., 4. Alt plywood to be.standard grades with exteriorgtue. Plywood:.nailing to be 8d common at 6" CO.p. at edges -and 12" -. O.C. at intermediate bearings. install Y2" of sheathing and - 3/"floor:sheathing with the face grain pe endicularto supports. - . 5. Alt exterior doors or doors to unheatefl spaces to besolld 6; Doors between the garage and res nee shallbe 1 %" thick solid wood, solid or honeycomb co a steel, or 20 minute fire -rated .(Sect. R309.1). • 7. Minimum ceiling height in habitable orris & kitchens to be 7'0". Halls, bathrooms , stairwells, and tort compa3:brtents_oan be reduced -to 6'8". 4 • 8. Ali joists parallel to partitions over and headers are to be doubled. 9. install Simpson H 2.5 tiedowns (or equal) at each rafter tail. 10. Foundation•crippte studs shalt not be -less in size than the studding 'for an additional story. Foundation studs of bearing walls and partitions shall be thoroughly and effectively braced. 11. Fire blocking and draft stopping shall be installed to -cut of all concealed draft openings (both vertical and horizontal) and shall form an effective barrier between floors, between a top story and a roof or a#ie space, and shall subdivide auto - • spaces, concealed roof spaces and floor -ceiling assemblies. 12. Provide 22"x30" access hatch to building attic areas. A minimumof 30" head clearance is required: . 13. Unless otheiwlse specified, use douglas-fir larch no. 2.or better. • 14. On decks and porches, ledger board shall be lag bolted to. solid wood with min. Y211 bolts CO 16" o.c.,-2 per stud. 15. Asphalt -saturated felt free from holes and breaks, weighing not Less than 14 lbs, per 100 sq.ft.•and complying with ASTM D 226 or other approved weather -resistant material shall be applied overstuds or sheathing of all exterior walls as required by Table R703.4. Such felt or material shall be . applied horizontally, with the upper layer tapped overthe lower - layer not less than 2". Where joints occur, felt shall be lapped not less than 6". • FOUNDATION & CONCRETE Minimum concrete compressive strength to be 2500 R.S.F. All foundation walls to comply with IRO section R404.1;1-2. 1. All footings to bear on firm undisturbed soil. All footings to extend below frost line (verify requirement with Local building department). Foundations supporting wood to extend at least 6" above adjacent grade. 2. Section R401.2 of the 2006 IRC requires that foundation construction shall be capable of accommodating all loads according to Section R301 and of transmitting the resulting loads to the supporting soli. Fill soils that support footings and foundations shall be -designed, installed and tested in accordance with accepted engineering practice. Gravel fill used as footings for wood and precast concrete foundations • shah comply with Section R403. 3. The grade away from foundation walls shall fail a minimum of 6 inches within the first 10 feet. Exception: Where lot tines, walls, slopes or other physical barriers prohibit 6 inches offal) within 10 feet, drains or swales shall be. provided to ensure drainage away from the structure. Section R401.3 of the 2006 IRC requires that surface drainage shall be diverted to a storm sewer conveyance or other approved -point of collection so as not to create a hazard. Lots shall be graded so as.to drain surface water away fromfoundation waits. 4. Section R401.4 of the 2006 IRC requires that in areas likely to have expansive, -compressible, shifting or other unknown sail characteristics; the building official shall detemmine whetherto require a soil test to determine the soil's characteristics at a particular location. This test shall_ be made by -an approvedagencyusing an approved method. • 5.-Foundation plates otsilis to. be bolted to foundation with 34" x10" anchor bolts embedded 7" into concrete 6'0" o.c. and max.12".from_ ends, with 3"x3' xW steel plate washers at each bolt, typical, .Fastners for pressure -treated wood shall be of hotdipped galvanized steel. • 6. Fill underground supported slab with 4" well compacted sand er gravel. Provide keyed control joints in slabs on grade 12.25'.oncenterand Ye -tooled joints @ 5' on center in exterior slabs on walks.:•:•• • ?:'Provide 8 mit poly barrier over crawl grade. 8. `iVleintairr 18" top of grade.to bottom of joists. (12" min. • below -girders) at -crawl grade. 9. Wood In direct contact with concrete or masonry to be pressure treated. 10. Vent crawl -areas with_ net area of not less than 1 sq. ft. for : ` each 150 err, of under floor area. Locate openings close to - corners to provide cross=ventilation and -cover with com3sion - resistant wire mesh. 11. Beam pockets•to have Y2" clear airspace around beam - sides and ends.-Girders'supperted on concrete or masonry to.. have not less than 3" bearings. - • 12. Provide crawl accessof at least-18"x24" Located in easily accessible area. • : ' 13. Apply damp -proofing to -below ground foundation or masonry wails before_backttiling. - • : - • •14. Columns (including iri:the crawlspace) shall be anchored at the base to prevent lateral displacement. Posts require • positive connection at bott9m.erid QRC 407.3). 15. Garage floor surfades.shall be sioped.to a drain ortoward • the main vehicle entry(Sect. R309.3). FOUNDATION STEEL 1. Reber. . t :: Four foot orshoiterwalk. •: Ftg: (2) #4 rebar Walt: (2) #4 rebar@top; Cont. Eight foot wall: Ftg: (2) #4 continuous, min 14" extension into stem wall and 6"hook Wall: (2) #4 @ top #4 @ 24" vertical & horizontal Nine foot wall: . . Ftg: (2) #4 continuous, min 14" extension into stem wall and 6" hook Wall: (2)#4@top - #4 t© 18" vertical. & horizontal • 2. Footings require minimum #4 Mbar top and shaft be continuous throughout. "Hu stemwalls higher than 4'0" will require design as retaining wall or constrained basement wall. -3. Min. distance of vert. steel from soil side. ofwall: - 8" wall- 5" fro :face ofsoilto centerof msteel 10" wall- 6.75" from face of soil to cnti: of steel 12" wall- 8.75" from face of soil to cntr. of steel • DRYWALL 1. The 2006 IRC section-309.2 states that the garage shail•be ::eparated from theresidence and its attic area by not less than. .Y2„ G.W.B. applied to the garage side. Garages beneath habitable rooms shall be separated from all habttabie•rooms above by not fess than s/"- `Type X" G.WB. or equivalent. Where the separation is a floor -robing assembly, thestructure supporting the separation shall also be protected by not less than r2" G.W.B. or equivalent. Enclosed accessible space ender stairs shall be protected_on-the enclosed side with 32" G.W.B. (R311.2.2). • • 2. Single -ply application.: All.edges and ends of gypsum wallboard shall occur -on the framing members, except those edges and ends which are perpendicularto the framing members. All edges and ends of gypsum wallboard shall be in moderate contact except In concealed spaces where fire-resistant construction or diaphragm action Is not required. • 3. Fasteners shall be spaced- not less than %" from edges and ends of gypsum wallboard. Fasteners at the top and bottom plates of vertical assemblies, orthe edges and ends of horizontal assemblies perpendicularto supports, and at the wall line, may be omitted except on shear -resisting elements - or fire-resistant assemblies. Fasteners shall be applied in such a manner as not to fracture the face paper with the fastener head. 4. Walls and ceiling of bath areas to have waterproof (green board) G.W.B. of approved type.. - VINYL FLOORS & CARPET 1. All bath and utility room floors to be sheet vinyl, tile or approved non absorbent material with a coved base -of like material extending up the:wall an rinirmim of 3". - 2. Kitchen floors -may be Installed as above. VENTILATION 1. Section 303.1. of the 2006 IRC states that the minimum openable area from a habitable room to the outdoors shalt be ' 4%-of the total floor area ofthe room. - - 2. A net venfitatton area:of not less than 1 sq. ft, for each 150 . sq. ft. of underfloor'space shall be provided (R408.2). . 3. All penetrations (plate junctions, around windows & doors, any openings through envelope) shall be air sealed. 4. Vapor diffusion retarder can be polyethylene, low perm paint, or face stapling with:a perm rating of 1 or less, and shall be located between conditioned and unconditioned spaces. 5. Exhaust fans: :.:: Bathrooms shalt have a. rnieimurrr 50 CFM fait arid: tutcheirs a : ; minimum 100 CFM farippote shalt be verited•-to i tenorwitt ;:= smooth duct and equippedwith back -draft• darliper•: �Ductsshall be of metal and shall have s i ooth intedor" surfaces: Kitchen ••f fan shalt have a separte tfr: aniriation point ' r :: '• '•. - ' , • Whole house exhaust fan: ,ire. recommended, 080 CFM = _ minimum on programrriabie limey set to.run'tvuide.a day for-30. minutes each or equivalent. Stich:fan•siiail'iiave a -zone rating • 3::Handrails projecting from a wall shall have a space o#;not ` . .less•than 1Y2" between the wall and the handrail. Handrail cross�sections shall comply with IRC Sect. R311,5.6.3:t' t-lardrails with a circular cross-sectton shall have an ouside diameter of at -least 1 Y4"-and not greater than 2". • 4:Guardrails 36." in height shalt be provided where porches, bet** or raised fl©orr surfaces are greater than 30"above • the floor or grade below (Sect. R312). of-1.5 or less and shalitbe'equipped with.a:baek-dcaftgiampsr • • 6. Recommended supply :r=resh air is 10.CFMVi:perb• edroorn-•- plus 10 CFM for living areas via: window vents; Qrtliroiigh a:8'`.: connection to the return air ttenpin of the funiace.:.. • : • • 11 GLAZING • 1. Glazing shall comprise no less than 8% ofthe floor-afeaIii . • eaeh.habitable room (ire Sect. 303.1). 2. All glazing within 18" of floor orwithin.l2" ofdoorto•be tempered glass or protected by means of a.e6lid:baimer railing. 36" from floor. : - • • . 3. Sliding glass door4 to be tempered glass. 4. Glazing in locations subject to. human asgiass- doors; glazing immediately adjecentto such:doors, glazing•,:.•• adjacent 10 any surface non -flatly used as:walki[tgsurface, : : sliding glass door units ii r ludingfixed gtasspanels•wllich are 'part of such units; shower doors; tub -enclosures; -and stoma:: doors shall be of safety glazing materials: Safetygiazing materials are those so;constructed, treated -or combined with • other materials as to minimize the likelihood of dining and .. piercing injuries resulting from hunted contact•with this glazing material and include such materials ae-latrinated•glass, tempered glass, wired Iglass and safety plastic (Section R 3Q8), :• :1 STAIRS : 1. A minimum headroom clearence-for etelrivays ef•riot-lese. . than 61" shall be provided (Leat:_R311.5:2). :. _. • • - _• (SecR310.1.1) 2. The maximum riser he: tht shall he 7%" aridethe ntinirrium -• - - = - tread depth shall be 1:0". Tiny largest tread -run and the greatest : :.:3. An exterior exit door that does not pass through the garage riser height within anyjftight t>t stairs shall net exceed the :'.' .• • ='Mild-be`provided: The door must be side -hinged, and not less smallest by more than1318.1-f:.h (R311.5.6ARRC). The profile of : ---than 3'0" wide; & 6'8" high (Section R311.4 & Rai .1). treads and risers shaft confc►im to:section 1'i311 5.3;3. 3. Stairways shalt its.... a . liniintim clear width` -of 36 above•' • the permitted handraitiheight: Stahways•ahall'have _a minimum. clear width of 31:5" at Arid hnlow-the handraii_where. only one handrail is provided, oi-27" where; handrails are provided ani. both sides (R311.5.1).i 4. Ali stairways, both) interior and exterior, .shall be provided • with illumination, iriciuhing iendings and treads(1.3303:6):. -'• •• 5. There shall be a floor or landing atthe:topand txittom of each stairway (exceptjat the top of an inteiior staiiway- provided no door swirrgs beerthe:stairs).-A:flightofstairssitall• not have a vertical rise grtatarthtari 12'0"-batween°fioorievels: . or landings. The width of a u:h lending shall:not be -less than the stairway served. (R311.li.4) 6.1efinders shall comply -.i'ith sectton.R311.5:;8,1l►firiders-tn residences may be used. i the required witttt of rum fs providsti• - at a point not more lhar 1,!" €rem the'side of the tahway .:- where the treads are nerro•:i' r,I. but in no case shall any width -- of run be less than 6 inchr at Any. point. • . .. • 7. Nosing of not lessithartjt ".but not imire:than.l Y"-shall be .• provided on statrwayswith.4blid dsers,�Bevelthg•ofnostng_shail- not. exceed 3/2.0pen risen.. erne;permitted, provided that their opening between treads fir.i's not:permit the -.passage of a•4" : diameter sphere. :I• - NS1ULATION 1:.Exterior above and below grade wall insulation to be min. :R41;.or R 24 If electrical resistance. Provide R 38 insulation at . -fiat ceilings R 30 where-aeilings are vaulted. •2. Slab -on -grade foundation insulation shall be R-10 to a point 24" Vertical or'horizontal at exterior wall. • - 3_ Cut.bati: insulation Y" to %" wider/ longer than actual dimension to insure snug fit without voids. . - • t. 4..Kraft-faced orfoam plastic insulation cannot be left exposed.- RGENCY EXITS 1. Alt unenclosed floor ar,i:roof openings, Spent a i g • sides :of landings, eta twetls, and ramps; batconieS' Irporrhes : _ . which are more than 30 iii.,lies above grade :o_ 1tT ,, dor below,. ` -_ • and roofs used for ott erth in Service . protected by a guardrail. • ` • 1. Basements with habitable space and every sleeping room - Shall-fiaveat'leest.one operable window or exteriordoor. confor�rning-to Section R310.1 for emergency escape or rescue. .Theegress.tinitsshall be operable from the Inside to provide a :,Tull clear_opening without the use of separate tools. if a ' :baseinerit ie:to be -used as habitable space, it must meetthe • . min: requiirernents for light, ventilation, and egress. Min, 8% of ttie floor area -must be in. glazing. . 2 -.Mi lrepar:opening-area for all emergency escape and rescie.opinings:shatt be 5.7 sq. ft. (Exception: grade floor - • • . •.operiinge:siialt-have a minimum net clear opening of 5.0 sq.ft.) .Ttie iiihirttum'height dimension shalt be 24 inches. The �tniniritum-Width dimension shall be 20 inches. Where windows -acre provided es a -means of egress or rescue they shalt have a • finished:sill=height not more than 44 inches above the floor. 2. Handrails shall not bo.'ass than 36 intiiesiin het ht except . : on stairways where•ii they be 34 tp-38 inches ;O ell . s , handrails and stair railings hell be' coiitinuous1he" uit terigtit.of -.'' . . `the -stairs, have ends whit t are•returned, roilndetl; or berii acid shall have intermediate roes gran omameritat:pattem'such .. that'asphere 4 inches In meter cannot pass:through (Sec. R311). Stairways shall.ha'..e at least one handraiis and -- �.=;handrails shalt be installoe on open sides.ofstairnrays:.:; • i 4:At:least one exit door shalt be required for -each dwelling. •There-siralI be: a floor or landing on each side of each exterior : •dbor:except-attiie exterior side of doors, otherthan-the primary • exit door'; seined by two or fewer risers (Soot. R311.4.3). Landings shall be at least as wide as the door orstaliway served' and shall have a minimum dimension in the direction of travel of 36"-(Sect. R311.4.3). F1 = VAT G SYSTBM: - -° .O kelling units shall be provided with approved smoke detectors. -:A detector shall be installed in each sleeping roam .and at -a point:Centrally located in the corridor or area giving - access•to each separate sleeping area. :1. Asphalt shingles shalt be installed according to 'inanufacturer's.speciflcations over approved Y" plywood or • :'OSB sheathed roofs. Two layers of underlayment cemented ' - - together or of a self -adhering polymer modified bitumen sheet shell be used in • leu .of normal underlayment. It shall extend - • : from the eave's edge to a point at least 24" inside the exterior • :wail liiie-of the building. lazed ' Shingies shall not be installed on roof pitches less than Shingles can be installed on pitches as low as 2:12 iftwo '•-:layers oftype:15 felt are applied shingle fashion. - - 3.. Wood shingles and shakes for roofs shall bearthe label of - an approved :inspection bureau or agency. 4. :Shakes shall be laid with not less than 18 inch wide of type 3O feit'shingted between each course and not exposed to :;.weather:• 5. Enclosed attics and enclosed rafter spaces shall be • Mentilated-in 'accordance with Section R806.1, R806.2, and 806 3.:Venfing reties: 1 to 150 for eave or rooftop only -ei tllators;1-to 300 for combination of eave and rooftop . *Raters.- - • - ' - 6: Crickets and saddles shall be provided on the ridge side of anyehimiiey:greater than 30" wide (Sect. R905.2.8.3).• • • FLA SHINGIWALL COVERINGS • 1. Exterior welts shall provide the building with a weather -resistant exterior wail envelope. The exterior wall envelope -shall include flashing es described in Section R7Q3.8. The exterior wall envelope shall be designed and constructed in such'a:manner as to prevent the accumulation of water within the wall assembly by providing a water -resistive barrier behind -the exterior veneer, as required by Section. R703.2. 2. Flashing shall be used at all of the following locations: 1) At the intersection of chimneys :or other masonry construction with frame or stucco walls, with • projecting lips on both sides understucco copings. 2) Under and at the ends ofmasonry, wood or metal • copings and sills. 3) Continuously above all projecting wood trim. 4) Where exterior porches,.decks :or stairs attach to a wall or floor assembly of wood frame construction. 5) At wail and roof intersections . -- 6) At built-in gutters 3. Weather exposed surfaces shall be provided with a weather -resistive barrier (building felt or approved material) in accordance with Sect. R703.7.2.1 and Table R703.4. - 4. Exterior stone or masonry veneer shall be supported in accordance with Sections R703.7.2.1 and R703.7.22. • 5. Roof valley flashing not less than no. 26 galvanized sheet gauge corrosion resistant metal over underlayment of type 15 felt extending 10" from center line each way. WALL BRACING NOTES IRC Table R602.10.5 Length requirements for braced wall panels in a continuously sheathed wall : - Min. length of -braced wall panel Max. opening helgh1.. _ next to b.w. panel - . (% of wall height) 8' wall 9' wall 10'. wal 48" - 54" 60" : • 100% 32" 36" 40" • - 85% 24" 27" 30" 65% . Exterior braced walls to be.located at each end and at least every 25 feet on center but not less than 16% of braced wall line. Braced waft lines shall be continuously sheathed with 7/16■ APA RATED SHEATHING 24/16 , exposure 1, as a continuously sheathed wail . • • Wood structural panel sheathing with a thickness not less than 5/6" (7.9 mm) for 16-inch (406 mm) stud spacing and not less than %" (9.5 mm) for 24-inch (610 min) stud spacing. Wood structural panels shall be Installed in accordance with table R602.3(3).(R602.10.3(3) See 2006 IBC Table 2304.91 for other nailing. Stagger top plate splices by 2`-0" min. and nail splice with 16d @ 3". • • Anchor bolts should be installed within 12" ofthe end of a wall or the end of a plate at a splice. Anchor bolt min. embedment is 7". Install floor and roof sheathing with face grain perp. to supports with long edges continuous over 2 or more supports and short edges staggered. For alternate braced.walls referto details provided on plans. Interior braced wails to be gypsum board with minimum l" thickness placed on studs spaced a maximum of 24" o.c. and fastened at 7" o.c. with gypsum board nails, 0.086" in diameter,.1 %" tong, %2" head." Roof sheathing shall be 7/16" APA RATED SHEATHING 24/16, exposure 1. Nail with 8d @ 6" at panel edges and 8d @ 12" at -field. Floor sheathing shall be 34" T&G APA STURD-I-FLOOR 24 O.C. or equal. Glue and nail with 8d ring or screw shank @ 6" at panel edges and 8d @ 12" at field. Copyright 2013 • All Rights Reserved XxxxxxxXxxXXXXXXitm000X LNL Homes LLC Gen Contr Lic# LNLHOHL881L8 210 N. University, Ste 300 (509) 599-7- 2008 (:)Copyright All Rights Reserved MACIQN DRAFI1NGAND DESIGN 4817 N. Karen (509)922-4074 °Copyright All Rip!. 43171' Copyright 2000 Al Rights Reserved MACKIN DRAFTINGANDDESIGN 4817N.Karat (509N2 74 • Recommended co*It'ul t ion didta i 1s for. APA portal Frame bracing :.without hld.dol is:.: FOR A PANSi. SRA= all , ORO) PAN i. i WALL 131 61.00ICI:O, AND OCCUR W1TH N 24' OP MID•H6iGHT.- ONE Rau Of 1r1? Of$AT I 404R41'UM WINS IS R JIRED 2x4 6LOCICINsi IS TCt 1HER UN (3) tbd LINO. $ - - • • 0•a'Tois Il, 9IMPSON MSTA STRAPosseerra PA°MTa I TOP R ATH WI114:27 • . MS OP lbd l�thl46. - e 3' 04-1111. -: PASTtar eHRATHNS TO N VAIN ea CCP1PlOhr OR GA..Y gI3 e0X NAIL$ N 304RID PATTON A6 SHAW ANO 3' AC N ALL PRbMItr14 (61110, BLOCfGINti ANO sltts)'IYPt. WIDTH BALD ON CI HHE4GHT-T 410114 RATIO: FOR 1201 HMV, MN WIDTH.20' FOR to' 14 HT; MN WIDTN!16, srC. MIN (2fx4 MIN 25d53i16" PLATE WASHER J•SOLT RA. ei a FONT II.I VATION PORTAL FRAME .BRACT G WITHOUT HOLD-DOWNS RIOT TO gala NAII. $21 FLATS TOAST RR TAB R60 MD. Sd COMMON:MAILS 3' 0. t0P t 6407t .4l : - TRLICTL 4l; PANA. NM GAM '5D SAND,tOIST tga IMMO= OOOD Min Owed r•jtxtt, ar CRY WIPPR RIM JOIST TO - MINIMIm MENTAL MR • - etiCK:I.N4 ONi:R 8,41+ID JOIST PORTAL -FRAME BRACING OVER RAISEDWD FLOOR NOT TO SCAM - CARI.AP Ole'iMON - NAIL SOW PI.A'r5 TO JO T- P5R TASLI R8019(( 4510LeROM MONORs (ROW. LTP4 PORTAL FRAME BRACING OVER RAISED WD FLOOR NOT TO ereALS - PROM ANCHOR MON ehEAtHNG NOZOO trti 0.0 ft 3' 1000 MOIR STRAP a THICOSIOS WOO aPAris:1.'u MN 2x4 • •ran SECTION iVERY BUN WOO IN - OF THESE PRA.WINGS gAZION DRAFTING 'AND DESIGN; HOWEVER: TM CONTRA:MR DimaNsjONe catiStriVcirrom ALL II)13A.DASIONS, ARRANGEMENTS, - DRAWINGS:4 :PLANS SET FORTH oN ARE THE PROPERTY. OF MiketRIN- if- 0 In IL - fin E Ct IL 4 4._ iy su_o . ni 2.).r= 0 , ; z0� z o Q <r to Xi rn