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Home My WebLink AboutVAIL INTERMOUNTAIN BLOCK 9 LOT 12.PDF Town of Vail Building Safety & Inspection Services 75 South Frontage Rd . Vail , Co . 81657 - ( 970 ) 479 - 2139 / Fax ( 970 ) 479 - 2452 Plan analysis based on the 2003 International Residential Code Project Num� ere PRJ04 - 0079 Date : June 16 , 2004 Project Name : DANTAS PRTMARY / SECONDARY Addresso 2735 SNOWBERRY DRTVE Contractore DANTAS BU� LDERS Occupancye R - 3 , U Designere EDT Constructiona V - B Engineere KRM Report Bya JR MONDRAGON NOTE : The code i � ems lis � ed in this report are not in� ended � o be a complete listing of a11 possible code requirements in the 2003 IRC . I � is a guide to selected sections of the codeo R�port created using Plan Analyst software by IHS Global 1 - 800 - 854 - 7179 S E PAFL�T I ON DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 66 . 0 Feet 66 . 0 Feet EAST Property line 28 . 0 Feet 28 . 0 Feet SOUTH Property line 30 . 0 Feet 30 . 0 Feet WEST Fire wall 0 . 0 Feet 0 . 0 Feet EXTERTOR WALL FIRE RATINGS AND OPENING PROTECTION Section R302 NORTH EAS �' SOUTH WEST BRG IVON - BRG OPNG BRG NON - BRG OPNG BRG NON - BRG OPNG BRG I�TON - BRG OPNG WALL WALL PROT WALL WALL FROT WALL WALL PROT WALL WALL PROT 0 hr 0 hr None 0 hr 0 hr None 0 hr 0 hr None 1 hr * 1 hr * NOP None - - No fire protection. requirements � or ope �.ing � . - Sec . R302e2 NOP - - Openings are n.ot permitted in this wall , - - Sec , R302e2 Exception. e Foundation vents installed in compliance with this code , Page # 2 Code review for : Project Ide : D.ANTAS PRTMARY / SECONDARY Addresso 2735 SNOWBERRY DRIVE Townhousese If this is a towrihouse , wa11 ( s ) wi � h a � after the fire rating are required to ineet the following e l , Z�t the common. wal1 , each townhouse znust ha�re a 1 hour fire - resistive wa11 . ( Two 1 - k�.our walls ) - - Sec < R317 . 2 Exceptiane Za. common. 2 - hour fire - resis 'tarxce - rated wall is permitted if it does n.ot co:n.tain plumbing or mechanical equipment , ducts or vents in. thE ca�rityo Penetrations ofi � lectrical outlet boxes 1�.all be ir� accordan.ce with Sectiorz R317 . 3 2 a Pax�a.pe � s shall be pro�rided as an e�ten. sion. o � common walls a - -- Sec , 317 < 2 , 2 �� ception. : .�. parapet wall is n.ot requirecl when. the roof is covered v,rith a znin. imum class C roo � co�rering , and. the roof deck or sheating is of noncombustible materials or approved fire - re �tard.an.� treated wood for a distance of 4 feet on each side of t �.e wall or wa11s , or one layer of 5 / 8 - inch Type X gypsum board is installed directly beneath the roof decking or sheathing for a distance of 4 feet on each side of the wall or walls . Parapets shall have the same fire - resistance rating as supporting wall ( s ) . On. axa.y side adjacen.t to a roof surface , the parapet shall have noncombustible faces for the uppermost 18 inches , to include counterflashin.g and coping materialse Where the roof slopes toward a parapet greater than 2 in 12 , tka.e parapet shall extend to the same height as any portion. of the roof within a distance of 3 feet , but in. no case shall the height be less than 30 inches , - - Sec . R317o203 3e Each individual townhouse shall be structurall �r independe.�ito Exceptions : l . Foundations 2o Roof and wall sheathing 3o Non. structural wall coverin.g � , Flashing 5o Common 2 - hota.r fire - resistance walls The fire - resista.ve rating is requirecl � or exposure from botka. sides a Projections beyond. �he exte � ior wall shall n.ot extend closer thara. 2 feet to fche proper �y line > Projectioz� s less than 3 teet to the property ]. ine shall h.a�re not less tk�.an 1. - hour fire - resistive cox�. st �ucta� on on the u�.dersicle , -- - Sec , R302 e 1 Page # 3 Code review tor : Project Ido : DANTAS PRTMARY / SECONDARY Addresse 2735 SNOWBERRY DRIVE FL NA.ME AREA NIIN < LTGHT M � � , VENT NO ° EXTTS EGRESS _ _ - a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 xitcnen ( W ) 201 16 . 08 8 ° 04 1 No 3 Dining room ( W ) 205 � 6 . 4 8 , 2 1 No 3 GREAT RP� ( W ) 260 20 . 8 10e4 1 No 3 Bathroom ( W ) 28 3e0 1e5 1 No # 2 3 Mud room ( w ) 35 2 , 8 104 1 No 3 �oyer ( w ) 1 � o s , 8 � e � 1 No 3 Hallway ( W ) 51 e 0 . 0 � IVo 3 Garage ( W ) 663 e 0 a 0 1. No 3 Kitche�; ( E ) 18 � 14e72 7a36 1 No 3 Dining roozn ( E ) 204 � 6e32 8016 1 No 3 GREAT RM ( E ) 271 27� , 68 10 , 84 1 No 3 Bathroom ( E ) 47 3e76 leas 1 No 3 Clos � t ( E ) 18 , 0 e0 1 No 3 Hallway ( E ) 104 . 0 e 0 1 No 3 ENTRY ( E ) 104 . 0 00 1 No 3 Closet ( E ) 14 . 0 , 0 1 No 3 Garage ( E ) 562 e 0 , 0 1 No TOTAL FOR FLOOR 3 3061 1 2 Hallway ( W ) 204 , 0 e 0 1 No 2 Laundry room ( W ) 48 3 , 84 1 , 92 1 No 2 Bedroom # 3 ( W ) 193 15 . 44 7 . 72 1 Yes 2 Closet ( W ) 14 . 0 , 0 1 No 2 Bathroom ( W ) 54 4 . 32 2 . 16 1 No 2 Bedroom # 2 ( W ) 226 18 > 08 9 . 04 1 Xes 2 Bathroom ( W ) 45 3 , 6 1 . 8 1 No 2 Closet ( W ) 52 0 0 e 0 1 No 2 Hallway ( w ) � 6 , o e o � �vo TOT.AL FOR. FLOOR 2 912 1 1 MA.STER BEDRM ( W ) 295 2306 11 , 8 1 Yes 1 Master bath ( GV ) 169 13 , 52 6 , 76 l No 1 Closet ( W ) 83 < 0 e 0 1 No 1 Closet ( W ) 98 . 0 , 0 1 No 1 Ha11s , close � s ( W ) 132 00 ° 0 1 No 1 Laundry room ( W ) 48 3a84 1 , 92 1 No 1 Closet ( �nT ) 10 > 0 0 0 1 No 1 Game �oom ( W ) 210 16 < 8 804 1 No 1 I�IECH RM ( W ) 6 8 e 0 e 0 �. No 1 Batnroozn ( w ) 77 6 , 16 3 , os 1 No 1 Bedroom ( VJ ) 200 16 , 0 800 1 Yes 1 Clos � t ( W ) 76 , 0 00 1 No 1 Bedroom ( E ) 213 17004 8a52 1 Yes 1 close � ( E ) 5 � oo ao 1. No 1 Bathroom ( E ) 50 4 e 0 2 , 0 1. No 1 Bedroom ( E } 157 12e56 6 , 28 1 Yes 1 B �. throom ( E ) 63 5 0 0 � 2 , 52 1 IVo 1 Closet ( E ) 15 e 0 m 0 1. No a� xa � lwa� ( E ) �. � 6 0 0 , o �. No 1 Laundry room ( E > 59 4m72 2 , 36 1 No 1. i�lECH R.M ( E ) 7 9 e 0 0 0 1 No Page # 4 Code review � or : Proj ect Id e : D.ANTAS PRTNlARY / SECONDARY , Addresse 2735 SNOWBERRX DRIVE 1 MASTER BED ( E ) 355 00 ° 0 1 No 1 C1ose � ( E ) 62 . 0 e 0 1 No 1 Closet ( E ) 64 , 0 . 0 1 No 1 MASTERBATI3 ( E ) l36 00 < 0 1 No TOTAL FOR �'LOOR 1 2919 1 Reside�.c � 6892 1 l�TOTES a MIN < VENT ( Required exter �. or openir�gs ) is 4 percent of the floor �.rea . -- � � ec a R3 03 , 1 �xceptio�. 10 Glazed. area need not be open.able where emergency escape and rescue a. s not required and an approved mechanical vera.tilation system is provided cap �.ble of producing 0 . 35 air chan.g� s pc� r hour in the room or a whole - house mechan. ical -ventilation system is imstalled capable of supplying ou � door �ventilation air of 1. 5 cubic feet per minute per occupant computed on the basis of two occupants for the first bedroom and one occupant per each additional bedroom , NtIN < LTGHT ( Required exterior glazed area ) is 8 percent of the floor area . - - Sec . R303o1 Exception 2 : The glazed areas n.eed not be provided in rooms where Exception 1 is satisfied and artificial light is provided capable of producing an average illumination of 6 footcandles over the area of the room at a height o � 30 inches above the floor . NOTE 2o The minimum glazed area in. bathrooms �. s 3 sq . fto P - SecoR303 . 3 The mira. imu.m vent are �. in ba � hrooms is 1 1 / 2 sq o ft e _ - Secm R303 , 3 Page # 5 Code review for : Project Id . : DANTAS PRIMARY / SECONDARY Address : 2735 SNOWBERRY DRIVE FOOTNOTESa l , EGRESS - An operable window or door that opens directly to the exterior is required from this room . The minimum clear openable area must meet the following , - - Sec > R310e1 1 ) The maximum sill heigh� is 44 inchese - - Seco R310o1 2 ) The minimum clear area is 5 , 7 square feete - - Seco R310a1 < 1 Exceptiono Grade floor wi �dows may b � 5a0 squar� feete 3 ) �h� min �mum clear height is 2 � incheso - - Seca R310e1o2 4 ) The minimum clear width is 20 incheso - - Sece R310 , 1 . 3 Window wells for � scape and rescue windows shall have a minimum net clear area o � 9 sqoft , with a minimum hori � ontal projection width of 36 incheso - - Sec . R310 . 2 Window wel � s wi � h a vertical dep � h greater tha� � 4 inches below grade sha11 have a ladder or stepso - - Sec . R310o201 � o The number of exits is based on R311 , 4 . 1 The required exit door shall be a side - hinged door not less than 3 � eet in width and 6 feet 8 inches in heighto - - Sec . R311 . 4e2 3o All interior and exterior stairs shall be provided with a means to illumi�ate the stair , including landings and treads . - - Sec . R303a6 The control for activation of required interior stairway lighting shall be accessible at the top and bottom of each stair without traversing any step of the staire The control for exterior stairs sha11 be controlled from inside of the dwelling unless illumination is continuous or automatica - - Sece R303 , 6e1 4o A11 egress doors shall be r� adily openable from the side from which egress is to be made without the use of a key or special knowledge or efforte - - Seco R311o4 , 4 5a There shall be a £ loor or landing on each side of each exterior doo � < - - Secm R311 . 4 . 3 E�ceptione Where a stai �way of two or fewer risers is located on exterior side of a door , other than the required exit door , a landing is not required on the exterior side , The floor or landing a� �he r� q� ired exit door sha11 not be more tha� 1 1 / 2 inches lower than the top o � the � hresholde - - � eco R311o � e3 Excep � iono The landing � � an ex� erior doorway shall not be more � h�� 7 3 / 4 inches below � he � hreshold , pro�ided th� door , other than an exterior storm or screen door does swing ovex � he landing , �t other ��terior doors , the landing shall have a rise no greater than 7 3 / � inchese - - Sec , R3 � 1o4 , 3 & R31 � < 5 , 3a1 Page � 6 Code review for : Project Td , o DANTAS PRIMARY / SECONDARY Addresse 2735 SNOWBERRY DRIVE 6 , The minimum width of a hallway or exit access sha11 be not less than 3 feet , - - Sec < R311 . 3 ROOM DTMENSTONSe Habitable rooms , hallways , bathrooms , laundry rooms and basemEnts shall hav�e a ceiling heigh� of not less than 7 fee � measured � o the lowest projectiono - - Sec , R305 , 1 E�ceptiono Ceili�gs in basemen� s without habitable spaces ma� have a ceili �g height of 6 feet , 8 incheso E� cep � iono Tf the ceiling is sloping , � hen the minimum height is required in only 1 / 2 of the areao Excep � ione Bathrooms shall have a minimum ceiling height of 6 fee � 8 i �ches over the fi�ture and a � the front clearance area for fixtures as shown in Figure R307e2o A shower or tub equipped with a showerhead shall have a minimum ceiling heigh� of 6 feet 8 inches above a minimum area 30 inches by 30 inches at the snowerhead , Every dwelling unit shall have at leas � one room which has not less than 120 square feet of floor area . - - Seco R304 . 1 Other habitable rooms except kitchens shall have an area of not less than 70 square feet . - - Sec . R304 . 2 Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension , - - Sec . R304 . 3 Shower compartments shall have at least 900 square inches of interior cross - sectional area . Shower compartments shall not be less than 30 inches in minimum dimension measured from the finished interior dimension of the shower compartment , exclusive of fixtures valves , shower heads , soap dishes and safety grab bars or railse Minimum dimensions shall be continued to a height not less than 70 inches above the shower drain outlet . - - P2708 , 1 Page # 7 Code review for : Project Id , e DANTAS PRIMARY / SECONDARY Addresse 2735 SNOWBERRY DRTVE STAIR REQUIREMENTSe A stairway in a dwelling must be at least 36 inches wide at all points above the handrail , The minimum width at and below the handrail height shall not be less than 3105 inches where a handrail is installed on one side and 27 inches where handrails are pro�ided on both sides , - - Sec , R31 � , 5 , 1 The ma� imum rise , of a step is 7 3 / � inches and the minimum � read depth is 10 inches measured between the ver � ical planes of the foremos � projection of adjacent treadso - - Sec , R3l1 , So3 No � eo A �osing �ot less � han 3 / 4 inch but not more than 1 1 / � inch shall be provided on s � airways with solid ris � rs when the tread depth is less than 11 incheso - - Sece R311 . 5e3o3 The ma� imum variation of risers and treads is 3 / 8 i � ch within any flight of stairs , w - Seco R311 , 5 < 3 The minimum headroom i � al1 parts of the stairway is 6 feet 8 inches measured vertically from � he sloped plane adjoining the tread nosing , - - Sece R311e5 , 2 Enclosed accessible space under stairs shall have walls and sof � its protected on the enclosed side with 1 / 2 inch gypsum board . - - Sec < R311o2e2 H.ANDRAILS a Provide a han.drail on one at least one side of a stairway if there is 4 or more risers . - - Sec . R311e5 . 6 Handrails shall be between 34 inches and 38 inches measured vertically from the sloped plane adjoin.ira.g � he tread nosing , - - Sec . R311 , 5 . 6 . 1 The har�.drails are required to extend the full lez�.gth of th� stairs . Era.ds shall be returned or terzninate in newel post or safet �r terminals , - - Sece R311 , 5e6 , 2 Handrails sha11 n.ot project more than 4 . 5 inches on either side of the stairwaye - - Sec > R31 �. o5 . 1 Page # 8 Code review for : Project Id . : DANTAS PRIMARY / SECONDARY ; Address : 2735 SNOWBERRY DRIVE I-iar�drails shall be on.e of the following types or provide equiTralent graspabilitye - - Sec < R311 , 5 , 6 . 3 Type To I3an.d.rails with a circular cross section. sha11 have an outside diameter of 1 1 / 4 i. nches to 2 inches , If the han.drail is not circular , it shall have a perimeter dimez�. sion of not less than. 4 imches and not greater than 6 1 / 4 inches with a maximum cross section dimexasion of 2 1 / 4 iraches , `�ype � � o Handrails wa. th a pex� imeter grea � er than 6 1 / 4 inches shall pro�ricle a graspable � inger recess area ora both sides of the profileo The finger recess shall begin within a distance of 3 / 4 iz�.ch measured vertically forzn the tallest portion of tl�.e profile an.d achieve a depth of at leas � 5 / 16 in.ch within 7 / 8 incxa below the widest portion of the profile , This required depth shall continue for at least 3 / 8 inch � o a level that is n.ot less than. 1 3 / 4 inches below the tallest portion. of the pro � ile . T�.e miniznum wa. dth of the handrail above the recess shall be 1 1 / 4 inches to a maximum of 2 3 / 4 in.cheso Edges shall have a minimum xadius of 0 . 01 inchese GUARDRATLS : Guardrails shall be provided whez�. the floor or grade below is more than 30 inches . The miniznum height is 36 in. ches . Open sides of stairs shall have guards not less than 34 inches in height measured �rertically from the nosing of the treads . - - Seco I2312 , 1 Openin.gs in. a guardrail must be such that it will not allow the passage of a sphere 4 inches or rnore in diameter . - - Sec , R312 . 2 Exception 1e The triangular openings formed by the riser , tread , and bottom rail may be such that a sphere 6 in. ches cannot pass throughe Exception 2o Openings for required guards on the sides of stair � reads sha11 not allow a sphere � 3 / 8 inches to pass through , GL�1.� ZNG REQUIREMEI�TTS e � , A.11 gla � ing in hazardous a.. ocations is required to be of safety glazing materialo - - Sec , R308e3 & R308 < 4 2 a Note win.dows a.z�.d doors �..n a tub or shower area are requirecl to be safety glazed whe� tka.e bottom edge is less than 60 in. ches above ax��r standing or walkir�..g surf ac � e - - Sec , R3 08 0 4 # 5 Page # 9 Code review for : Project Id , : DANTAS PRIMARY / SECONDARY Address : 2735 SNOWBERRY DRIVE TNSULATION NOTES : 1 . T :n. sulation including facings installed within floor - ceilin.g assemblies , roof - ceilin.g assemblies , wall asseznblies , crawl spaces and attics shall have a flame spread rating of 25 or less and a smoke developed rating o � 450 or lesso - - Sec . R316o �. E� ception. e F'acings are n.ot required to have a � 1ame spread and smoke - developed rating if it is in a conceal �' d space ara.d the facing is in con.� a.ct with a wall or ceiling o � , Foa�n plasta. cs , e�cept where approved in R314 , 2 , shall be separat � d � rom tla.e in� erior of � he bu. ilding by a minimum 1 / 2 inch gypsum wallboard , p - Seco R314e1 . 2 See sectio� R31 � fox additional limits ox� the use of � oam plasticse SMOKE ALZ�RMS a A smoke alarm is x� equired in each sleeping room , outside of each separate sleeping area in the immediate vicixa.ity of the bedrooms and on each additional story . - - Sec . R313o1 NOTE : A smoke alarm is required on all stories . - - Seco R313 . 1 Smoke alarms are required to be interconnected such that the actuation of one alarm will actuate all the alarms . - - Sec . R313e1 Smoke detectors are required to be wired to the building ' s power source . When the primary power is interrupted , they shall receive power from a battery . - - Sec . R313 . 2 SEPARATION OF AN ATTACHED G.ARAGEo 1 . The garage sha11 be completely separa� ed from the residence ax�d its attic area by 1 / 2 - inch gypsum board applied to the garage side , Garages beneath habitable rooms shall be separated from all �abitable rooms above by not less than. 5 / 8 - inch Type X gypsum boarda Where the separation is a floor - ceiling assembly , the structure supportira.g the separation sha11 also be protectecl by ra.ot less tkhan 1 / 2 - in.ch gypsum board . - - Sec , R309 , 2 2o Doors between. the garage and the residence are to be solid wood n.ot less thaxa 1 3 / 8 ix� ches thick , a 20 - minute fire - rated door or a solid or honeycomb core steel door ra.ot less than 1 3 / 8 inches thicko - - ; eca R309e1 NOTEo Openings frozn the garage to a room used for sleeping purposes axe not permi � teda 3a F1oor surfaces shall be of approv��d noncombustib ]_ e m�. terial . Floors sh.all. be sloped to faca. litate the rrio�remen.� of liquids to a drain or toward � he main. �rel7.icle entry� doorwaym - - Sec e R309 e 3 _ ._ _ _ Page �$ 10 Code review fora , Project Id . o DANTAS PRINfARY / SECONDARY Address : 2735 SNOWBERRY DRIVE CRAWL SPACE REQUIREI�lENTSe 10 Provide ventilation eith� r by- mechanical means or by- openings in exterior wallse Opening shall provide a n.et area of not less than. 1 square foot f_ or each 150 square feet o � area in crawlspaceo One such ventilating open.ing is required to be within 3 feet of each cornero - - Sec . R408o2 Exception 2 : Vent openings may be reduced to 1 sq . fta for each 1500 sqoft . of crawlspace if ground surface area is covered cvith an approved vapor barrier . Exception 4e Vent openings are not required where continuously operated mechanical ventilation is prozrided ai� a rate of 1 . 0 cfm for each 50 square feet and the ground is covered with an approved vapor retarder material . Exception 5 : Vent openings are not required when the ground is covered with an approved vapor retarder rnaterial , the space is supplied with conditioned air and the perimeter walls are insulatedo F For a 1310 . sq . fte crawlspace area : " Ratio Minimum sqefto of vent � 1 / 150 8 . 73 # 1 / 1500 0 . 87 E ,, 2 . Access shall be provided to all under - floor spaces . Access openings through the floor sha11 be a minimum of 18 inches by 24 inches . � Openings � hrough a perimeter wall shall be 16 in.ches by 24 inches . r When any portion of a perimeter wall access is below grade , an areaway if not less than 16 in.ches by 24 inches shall be provided . ' - - Sec . R408 . 3 Crawl spaces containing mechanical appliances shall provide an opening large enough to allow removal of the appliance but not less than 30 inches high and 22 inches wide an.d not more than 20 feet from the applianceo - - Seco M1305 . 1 . 4 , 3e The finish grade o £ under - � loor surface may- be located at the bottom of the footings ; however , where there is eviden. ce that the groundwater table can rise to within 6 inches of the finished floor , or where the sur � ace water does not readily drain , the grade in. th� under - floor space shall be as high as the outside finished grade , unless an appro�red drainage system is providedo - - Seco R408o5 Page # 11 Code review for : Proj ect Id a : D.AI�TTAS PRIMAR.Y / SECONDARY Address : 2735 SNOWBERRY DRIVE FTREBLOCKTI�TG o Fireblocking shall be provided to cut off al1 concealed draft openings ( both vertical and horizontal ) and to form an effecti-cre fire barrier between stories , an.d between a top story and the roof spacee - - Sec , R602 . 8 1 . In concealed spaces of stud walls and partitions , including furred spaces and parallel rows of studs or staggered studs ; as follows : 1 . 1 Vertically at the ceiling and floor 1evelso 1a2 Horizontally at intervals not exceeding 10 � eeto 2e At all interconnection.s between concealed vertical and horizon.tal spaces such as occur at soffits , drop ceilings , cove ceilings , etc . 3 . In concealed spaces between stair stringers at the top and bottom of the run 4 . At openings around vents , pipes , ducts , chimneys and fireplaces at ceiling and floor level , with noncombustible materials . HEATING REQUTREMENTS 1 . Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 68 degrees F' at a point 3 feet above the floor and 2 feet from exterior walls in all habitable rooms . - - Sec . R303 . 8 2e Thirty inches of working space shal ]. be provided in front of � the control side . - - Sec . M1305 . 1 Central furnaces within. � compartments or alcoves shall have a minimum working space � clearance of 3 inches alon.g sides , back and top with a total width of the enclosing spaces being at least 12 inches wider than the furnace . - - M1305 . 1 . 1 3 . Heating and cooling appliances located in a garage shall be protected from impact by automobilese - - M1307e3e1 Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches above the floor level . - - Sec . M1307 , 3 4 . Fuel - fired water heaters shall not be installecl in a room used as a storage closeto Water heaters located in a bedroom or bathroom shall be installed in a sealed en.closure such that combustion air will not be taken from the livin.g spaceo - - Sece lvl2005 . 2 Exceptione Direct vent - type �cvater heaters , Page # 12 Code review � or : ' Projec � Tde : DANTAS PRTNlARY / SECONDAR� ; Address > 2735 S�OWBERRY DRIVE CLOTHES DRYER EXHAUSTo 1 . The maximum length of a clothes dryer exhaust vent sha11 not exceed 25 feet from the dryer to the wall or roof terminationo A reduction �n maximum length of 2 . 5 feet for each 45 - degree bend and 5 feet for each 90 - degree bend shall applye - - Sec . M1501o3 RECEPTACLE OUTLETS : 1 . Outlets shall be installed so that no point along the floor line in any wall space is more than 6 feet � rom an outlet including any wall space 2 feet or more in widtho - - Sec . E3801 . 2 . 1 and E3801 . 2 . 2 Note : Wa11 space includes fixed panels , fixed room divides such as railings and free standing bar - type counterse 2 . Walls above counter space are required to have an outlet when the counter is 12 inches or greater in widtho They shall be installed so that no point along the wall is more than 24 inches from a receptacle . - - Sec . E3801 . 4 < 1 3 . At least one wall receptacle outlet shall be installed in bathrooms within 36 inches of the outside edge of each lavatory basin . - - Sec . E3801 . 6 4 . At least one receptacle outlet shall be installed outdoors at the front and back of each dwelling unit having direct access to grade . - - Sec . E3801 . 7 5 . At least one receptacle outlet shall be installed in each basement and in each garageo - - Sec . E3801o9 6 . Hallways of l0 feet or more in length shall have at least one receptacle outlete - - Sec . E3801 . 10 Tovan of Vail Bia. ildin.g Safet �r & Inspection Services 75 Sou � h Fron� age �.d. o Vail , Co , 81657 ( 9 "! 0 ) 479 - 2139 / Fax ( 970 ) � 79 - 2452 P1an analysis based on the 2003 Tnternational Residential Code Project Number < PRJ04 - 0079 Dateo June 16 , 2004 Project Namea DAI�TTAS PRIMARY / SECONDARY Address > 2735 SNOWBERRY DRIVE Contractor : DANTAS BUILDERS Occupancy : R - 3 , U Designere EDI Construction : V - B Engineer > KRM Report By : JR MONllRAGON NOTE : The code items listed in this report are no� in.tended to be a complete listing of all possible code requirements in the 2003 IRCa It is a guide to selected sections of the codeo ' Report created using Plan Analyst software by IHS Global 1 - 800 - 854 - 7179 # SHEET IDENTIFICATION CORRECTION REQUIRED 1 ALL Provide a minimum ceiling height of 7 foot in this area . - - Sec . R305e1 2 ALL There must be a floor landing on each side of exterior doors . - - Sec R311o403 ' 3 ALL This room is required to have an emergency escape and rescue window . - - Seco R310e1 4 ALL The area o � glazed openings in this room is less than 8 percent of the floor areao - - Sece R303 , 1 i 5 ALL The area of openings for natural �ren�tilation in ,, this room is less than 4 percent o � the floor area , - - Sec . R303o1 i � 6 AZL This bathroom is required i� o have at leas � 1 1 / 2 ; feet of openings for natural ventilation or a ' mechanical. -ventilation system , -- - 5ece R303e3 � � � 7 ALL GlaZing in a hazardous location is required �to be ;; glazed with safe � y material . - - Seco R308e3 & '' R308 . 4 Page # 2 Code review fore Proj ect Id a a D�TTA� �RIP�A�Y / SECONDARY Addresse 2735 SNO�BERRY DRI �E 8 A�L A smoke alarm is required in each sleeping roomo - - Sec . R313 < 1 9 ALL A smoke alarm is required on each s � ory includi �g the basement level . - - Sec . R313o1 10 AZZ The garage must be separated from the dwelling including attic with 1 / 2 - inch gypsum board on the garage side . - - Sec , R309e2 11 ALL The door between � he garage and the dwelling � s required to be a 1 3 / 8 inch thick solid core door , honeycomb core s � eel door or 20 minute fire - ra � ed . - - Seca R309a1 12 ALL The stair ( s ) indicated does not provide the required minimum width of 36 inches , - - Seco R311 . 501 13 ALL The maximum rise of a s � ep is 7 3 / 4 inches and the minimum run is 10 inches < - - Sec . R311 , 5 . 3 14 ALL The minimum headroom vertically from nosing line is 6 feet 8 inches . - - Sec . R311 . 5 . 2 15 ALL A continuous handrail is required along a stairwayo It is required � o be 34 to 38 inches a� ove the nosing of the steps . - - Sec , R311o5a6 16 ALL A 36 inch high guardrail is required where step is greater than 30 inches to floor or grade below , The spacing between members shall be a ma� imum of � inches < - - Sec , R312 . 1 & R312o2 17 ALL Enclosed accessible space under stairs sha11 ha�e walls and soffits protected on enclosed side �ith l / 2 inch gypsum boarde - - Sec , R3llo � , 2 ' 18 ALL An access is required to � he cra�l space � reae The minimum size is � 8 inches by 24 i �chesa - - Seco R408o3 ' 19 ALL The crawl space area is required � o be ven� ilated by either an approved mechanical means or by opening in the ex� erior wallse - - Sec . R408 , 2 _. _ . . Page # 3 Code re�rie�nr for o Proj ect � d o o DAi�"TAS PRII�IARY / � ECONDARY .2�.ddresso 2735 SNOWBERRY DRIV� 20 ALL The crawl space area is required to b� �ren� ilated by either an. appro�red mechanical means or by ope�. in.g in ' the exterior wallse - - Sec , R408e2 ' 21 ALL The maximum len.gth of a clothes dryer exhaust �rent ' is 25 feet < A reduction in � he maximu.m len.gth o � 2 , 5 feet for each 45 - degree bend and 5 feet for each 90 - degree bend sl�.al1 applyo - - Sece R1501 , 3 22 ALL Include a copy of the soils report for the si � e 'ta be built one - - Seca R401 > � 23 ALL Include engineered truss drawings b�r the truss manufacturer � s engineer , ( reg in this state ) - - � ec , R802o1001 � i ;: i � €: t �, 0 - o , ,� o� � � v ^ � � � 6 � � I � � �c3` �° °`-� � �O' \ CJ � � �6"'� � o ^� i ,0� ��o �, � _ �� Y �p OO O� '�, � �61 � \ � .� o � g � � � �+ MY =� � � / � � ai'n > °J i� � i � � ' ° LOT 13 � � o � ��, O ,� ,,�•° I � \ �`;;R` � � � � f. t , � V � � \G��, , � � � � � f�Q �� \�'Aq�,` sX� • � � � 9c F 3�' GRAPHIC SCALE Z o � �9SF� `��'3 � ` � Fy� � 2� � ,� 2� 40 8� � '�. , Q \ ��F ` � \� �1 /� � � / �'o �t�' ( IN FEET ) E—I � � O � �c'�� + 1 inch = 20 Pt. � � �• \ \o�J � v � � � Q Z NOTES: I-�--I �r�.y' O � I J \ �{ L � v 1) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE ,�/ Z � I Q � MONUMENTS FOUND MARKING THE CORNERS OF LOT 12 AS INDICATED Fi{ �T� wOQ / � � HEREON. � 1 � F�� O \ 2 THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN v - �0 o HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY �j' � �-�1 � ^ m , RECORDED SEPTEMBER 7, 1972 AT RECEPTION No. 121108 O � O O \ \ 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY I--I � v � LOT 12 � LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE �-{ O w .. I YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY � � � 1.2163 ACRES \ ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE � � � 2735 SNOWBERRY DRIVE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. � � w E'� Q � � \ � 15.Op' \ � •�!/� � � � � �� Q � � � V I � J �c�' �'� E"'' f�1 \ W , � � �' � �`�` � `—� ' ?S FOUND No. 5 REBAR WITH � `� . `Q� � � � i � � •Op. RED PLASTIC CAP �� ` ��Y �� O � ` L.S. No. 26626 � � . � � FlNISHED GRADE � ' � r� �` � O W = ,00�.s� 2�9 20.00, RADIUS = 50.00 " ' -oa N. DELTA = 68'03'18" p�,,., W LOT 11 INDICATES RIDGE � �• ARC = 59.39' ,� � �'' \ / dc ELEVATION � � , �� I / TANGENT = 33.76' � �—+ � / FlNISHED GRADE Z,�y �0� �' CHORD � 55.96� �� ; \ F1NISHEaD 1003 4' 1005.7' � 30.5' DIRT BRG � J��'45,Jo�.1 � `� �1• �� , � ?,�5 / DRIVEWAY/ � �• / � �/ �'�5 ��' � � �p FlNISHED GRAOE y a �. ROADWAY STRUCTURE, PARKING & i �. G = ioo�.a' � �5 �o o, 1,�2 � UTLITY EASEMENT (REC. No. 121108) � \ �y, `� \'o "'' ASPHAIT , � � �, '� / s DRIVEWAY , � �/ � , ,�. �� FlNISHED GRADE v �g0 10p0e /0'� \ �,Z / � �•�� 'A = 999.5' � 9 / Z S'G� � / �� • v- 9�fi � �°,p � a+ ��5 0: 1� / � � �� 9G� CANT �' � 9 0. � �SD � •� � I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS � � � �, � A�' 19 �� O� PREPARED FOR DANTAS BUILDERS, THAT IT IS NOT A LAND SURVEY PLAT, h `� ^ I ��.y yJ, � o� 1oj / \o � � � (7 �L AND THAT IT 15 NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF p � , t�`� \ �y � � FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. N I � , . \ / / � � � II � �y>'� � ,�o�ye�� / \o � ,��2 � I' � I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED � � � � �, e9 0• � � PARCEL ON THIS DATE, 8/15/2005, EXCEPT UTILITY CONNECTIONS, ARE � LOT 10 � ��' `� � � � ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, ° `� }� coNC. COLUMN �zd �r ��, ,� z � \ THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY Z o (TYPICAL) 'r 2• o ASPHALT/� � £ j � \ �' ��DRIVEWAY � � RADIUS = 7�J.00 IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND � e h � . � � THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT o o � 3T+ r'�� SEWER MANHOLE I \ � / DELTA = 36 56 30 CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. �J (BASIS OF oELEVATIONSL � o / J + / ARC = 48.36' / ° � � „� ,. 8�•72 / TANGENT = 25.05' ,� RADIUS = 100.00' 6•40 43 � Q.W•� CHORD = 47.52 �p,DO L/C W �, ^ . F ' DELTA = 30'18'a1" S / s7 Cr'JD _ BRG = S58'12'28"W _ s�f ��N"F•:�s�a - _ �_�.� ;LL �- , -,_ �' �' o ARC = �JZ 88� Q► `1�� I SAMU E H E ;�� '. ``T` '�'_ ° 1 , . • ERR COLORADO P.L.S. No. 3009 � : 30091 �' TANGENT = 27.08' D�I� � ; � �� ,- � � m CHORD = 52.27' S� l �`'°�r °�� A &^ �� ° Z BRG = S61 31 42 W FOUND PLAIN No. 4 REBAR / `� ' .s�'°°.� P , e W • • a S'i ' •>....A• J . �� i,� � � � o � � ��ql� LAN�� "� ,��4b�a.G,�'��{. �3�0 �-a!�6 � I � E� � \ - • • _ �� \ 4 ; � �� ' � �., _ ,�, �`�.,,.�� — � _ - � �� r � • � - � �z� _ � � � � �, � ��,,, �� LO T 4 � ��= ,� - � ��;,�� BLOCK 1 � �,��-�� :�Y:�,;� LOT 3 ov�v�. o a� a e oUn o ora o �� E D I BLOCK � I , � N Y N FOUND NO 5 REBAR WITH 1 1/2" DIAMETER ' V N C �— ALUMINUM CAP STAMPED � � � S LS 9337 EW A � H � e s � n ev� ev�v o ar U m� a pp � ��RIM�y '' �� I� I V 1 � �/ ��1�� - O � / � � /' / '�� / i / � /� /�� /�,� �� ' � � � � � , NC � / � N INDICATES N0. 5 REBAR � �/,�p�� // G/ � � i�/�'� i / � � � �O O n/� N WITH RED PLASTIC CAP // // qN ` �� i/ / � i� �� /�� / i� / 'v, � N STAMPED LS 26fi26 �/ / � //NG 5��j j� ,�/� ��' ��`x�� "' FOUND (Typica!) " �� ,%�l�"��,� � � � i i �� Zp� \i � � �� u°� �/ /��/�� // / /g�0��i �� ,��9��i � �i � � � �J � '�i-�►i � � � � � � � �� // � � � � / / / / i i / '/ / `�� / J/ � � � � / / �� /� ,� ,� �� / / /� � . ■ ■ ■ � � Z ln � � �- - , . , � ,- ,- . � ,- ,- ,- ,� �%, - � ,- Pro�ect Information Vicinity Map T a � N _ LOT 1 �� / � ��/j�/�,i jii�� 9'��Si�� / i��, � � o�C � - BLOCK � �_=� J�� /��%,�/�/j,�i��%/�i /�� /'„�,A � �,%i D�SGRIPTION ,� �"��b��""�,� � - ,__ fn��„�,�,„�r ��__�"-��V�I�U! �1 W j o �. �-,�- � ��_, �/ / / / i � � F�� q � � Lot 12, 81ock a, Vail Intermountain Development Subdivision, Town of Vail, Fagle „ m_"__�r��,N,�,� ��,�� C` ,,n \ � / � � � � � � / /� / - -`' �pl'°r � � � 'L� / � _ � �} �� U � - (H ern re i ch SU b . ) I--_� —�/ / � / / / / � �� ' iGi� � q - LO T 13 Gounty, Golorado according to the Final Plat thereof recorded on September 7, Iq�2 �, -- - ,� �„�� o op � \ �-_ =__`��/ � / / i / � /� ��' �� / p�� FY �/ in Book 225 at Page 315 as Reception No 121108 ,a" �,p�� r N � w 1 � '� ch Q F- � � � � � � i i � � ��'� t 5 / ��^2 .��-// � /�/ � /� i� �' �� 9� � 9�i� q�s � ADDRE55 2�35 SNOWBERRY DRI V� � ��`�, �' � 0� �-, �, / � �� ,� � F` .- �v,�° ,.,� ��`�� o �� 9 ———�//� /� // � /� �� ,i� �i� �� /� j��, �SF�� _ OGGUPf�NGY R3 � � -`�� w�, ,;��'"�^"�'r � / � -- - � i ��/ / / � / � i �� J / �f� / , GONSTRUGTION TYPE VN �i��°��s��'��,� , �� _, / � / / / / � i � / / � � �;,��,�i��!;"��;��!,,,�°"'°'k`�� ° - � �/// / / /� /�l� / ,i �� / / ,��,/ / _ ZONE P/5 TWO-FAMILY PRIMARY/SEGONDARY RE5IDENTIAL ��r _ ; � / �— � / � � / � / � /� i� � � �/ � � ' $�_,,,� �� '; ` - - - --'= r a� �w c�i Y � ` � � // // / // �� / // � /� /� � /// /�// � — � 1��i�'�mi � - ' yr'�� °�M �D � ,�ry� h� = IU ��/ // / � / / � / // // // �� / / / // �� rdnP '^M��p�l � j m+��ii* M� � C � - ,-- - ,- �� -�,- � ,- ,- -� , ,� � � f'� � - General Notes �� °{� �..' � ;� ��. N � � - � � �9��, /� �� -, �' i�� , � ��i i _ ��» � ��,�,p=,�� .r�',�-`.��m �� I �i � � � i�`'�.� � J / / , / / � / / � — _ ,��; .�,��'�w��, .��' �h� E � � � �� / / / / / / / / / / l,='' ;W,Y�^`�,_,,,,.,�..m �� ,� f r1�t " Z / /i �� / / � i , i / / / / � � / � — I SLOP� O� �IN15HED GRADE NOT TO EXGE�D 2 I A5 PER TOWN OF VAIL _� ��,�r�� ,w � _.._.�.�"��,�''"�,, "� Q � �'" Ip�� / ,� �,� // ,� ,�,. // // � /�/ /� /� / � / / /j��/ / /\�/� �_ DFV�LOPMENT STANDARDS , ,�'°�T�"�� -"'�- mm��"�„, � 0 0> j / / �� i/'� / / �i / ,� � � / / / / ,� � /'� i �_ 2 SLOP� NOTED AT DRIYEWAYS ARE AT WORST Gf�S� GONDITION ,, 9 � �a Fr�. -°" /� � / �' / / / / � �y.t�r� =�, s� r 3 LLq � � ) C /y� � / � � � f� 1 � / / � / � � � � / / / �..� fl' _�.a'�^'"`v' �,,�n�� V � �o I W/ �/ �/ �/ I/' / // �/\ /��//�/ �/ // �/ �/ � � �/ � � � �//� �/ // / � � �„o ... �y,�,",A�p" � O O � Y / � � � � in � / / / / / / � / / � � \ � ��fl /� � / / i��i � �� i i �� ,i i / i � �� i � �� 25' ROADWAY, PARKING �-w�"�� W Q "' �j� / / /� i �� i� �� i� �� i� ,� i� �i� �� / /�/�� /�,� i ,� �� ,� �� & UTILITY EASEMENT � � (J� >U � �, � � , � � � � '12��-� �C:� , � � � � �� . � � � � � �,�, � � � � � � � � � � � � .� � � � o� � � i i � i � �� i i � i i i i i � i i � � i � � � � /� � � � �� i� r�� /� i i i� '� �� i � -� y,� � � �Z �, �� , � �' , � -�� -' �', , , , , ,�',- �- - , , , � , Drawing Inde � �o 0 S � 1 ! M � / / // / / / / / / / � // / / / / / / / � / // � �/ // / ` j/u \ _� � Y�� /,Y/%, // / /� // // / /� �i%�� i��-�/ ��,�� /��%��i%�i �i�i �—J � � W � " _ / / � i � � /./ / � / / � � � � i ��,p� � � � / r ` AI 51TE PLAN � �S— m W � �� . / / / / � / / i�`�'�' � � � � � � /�� i� �g°- i� �� •-f ' I A2 Lf�NDSGAP� PLflN � � � , r , , , i ,�, � �� , � i � �- �- ,`�° , �� c► �Q � / / / �/ / � i i i / i �r � ; Z " � � � � �� / i � i / � i �i � � � , � � � 1 A3 �L�V�tTIONS � La� P . � W � � / � ��i � / � / � � / , / �i i �, � � �. , . .� U� L � / / �� / � / , / / / J � / / / / / �� / � / 'fi,� / , i , / / , �`!��i � �2.0 . — � � A4 ELEVATIONS � � — ..,.� (� �J � ,/ / q�'A / � / � / / /� / / / � / i / / / i i �i / 109Ff0 B,D.W _— � W �, � � � �"I � /�/� �� i�� / � / / / / � r i�� i � ' �� l02 ��d .,, c� ' � N¢ p � �� A5 �LODR PLANS � LIC�HTINC� PLf�N � -.� � z / � / / /� �� / �/ / ��/ / /� � � /�� / �/ � // �— �� ---°" � I 4:t� . �.� �:. �y SErVV�R�N.b101�� / � � / / / � / � � i ` �. � . > » A6 FLOOR PLftNS d L16HTIN6 PLf�N � - � 11. ` IM�� .3'/ – �� %�/i �� / / � �� K —� �� /�;� --, ? = 680326 0 O � � � � � - � R = 50.00 , � � �i ,/ � /� �� j�� / // � � / / / /r / \ // // i /, �/ ,�� , �'',.,�j/i � �`` _ � - , - - , , , , , , , � , , � .,, , T 33.�6 S�te Covera e _ � � � � � � �� / � � �� T��` � / .i � �� L = 59.39 � s"' C� w L 0 T 11 . � �; � � � ,� � � � , � . � � �'�� - � � _ � � � � i �� / i ,, � � � � i � '� � / � / � �� / � / / � � � / / � R�T�t111rN6 �� / / a 2 �O O W. i CB = S�3'45� 'rJ2��W SITE /�REA I 2163 AGi�ES = 52,q82 5F � � �� o� �' �/ �� i i '` / �� i �i � w�`u�� ,; 9 z.o $.o.w. C H = 55.96 / � �� / � � / / / , / / � �i �!' //�/ // � � ALLOWABLE 51TE GOVERA6� IS% O� 52,q82 5F = �q4� 5� �'"� � . ��c3`, � /�'G .�� / / / / / / / / � � � .� � / i % ��/ . / / �� i �� / / / / / / / / #?�735B / 10�4.5 AGTUAL 51TE GOV�RAC�� (BUILDIN6) 3,510 5� q G� � p � � / / / � / i / � i � �i �/ � / / / �/ � / �� G� �/ / 10��%�� / / / � / � / / �� / � � / tlflLl /`fIE-�I1`,/ „�^�" � REQUIR�D LANDSGAPE GOVERA6� 60% OF 52,G82 5� = 31,-78�f SF `,; �� ; y / /� � i / �9 / / �� ,�� / / � / .� � / " ' � ,�-� ��S � -� / � i / � � � � / -GONt�G�TO ,,f,,..� � � 261 SNOW II'WII7E UPIIMPROY�D � i i / i ' ' i / ' i � ' i ' � F'�� =' ''J : � _ ' �� / / /�/ / / � �L'fIl �� i� �i � i / �� 5T 6E / / / / i / � i � / / / ,� � /� �� i� � �� :�� " a; � � i �� / r / / / pQ�ji�( /� � � / � ... `� IN 3 .O / / / / � / / / � , / — i i � s=, � - ; � / r / / � / � � I�`TIN651T� •• RO,�DWAY � / / / i // /, / .- / / // � � � �� i � � / �i �� i / IIfI�IU€� ., � ....,,�'� ' �/ / / � / / / / / ,� / ,� , / i , , ,/ �6� � `�a `° . � .y� i�,� �� / / r / / / / � i � ,� ,� :` � / / � / / / / 00 � � / . ��1 � / � � � �� / / / � � / � � LITY�I�'-IN,�� /�� j� ,�*��'� INDICATES N0. 5 REBAR � � / / / / / / / / ,/ ,/ ,� / / i� / ,� g�t• � � ^� � i `'� r'�' : �, _ � �9 �dGE� / / / � / / � � -GOM�G Fd �� —� �� , � „� .,�' �,. :A WITH RED PLASTIC CAP � � / / / / / / � i i � i / / i / �� i �- f-—.� .i� .. -, k�° °��, � INDICATES N0. 5 REBAR F` � �� I�dE � � / / / / � l _ � � ��''� ' / / / / / / / � / � � / / � � �.� /, �� " ~ �-u s r 3 � i J' � � � � t�TIA'6 51TE,�� .� � ,� ..�� STAMPED LS 26626 / / i � � � . • � � z 9 � — 030.0 - / / i i i i � � � / i � i (� 'G z . „ � � � i / / � / / � i'i / i� ,�' ,�' / / � / � � � � � WITH 1 1/2" DIAMETER ' y � � i i ��, � ��— � �,.. FOUND (Typical) � � � � i i / / '� i /� �� ,� , i i i / � / � � / / / �' � / � � �"� / / .�+'' / / / / � � / /� / � / / // ,/ � / / / ,�'� � , �, o ALUMINUM CAP STAMPED F / , / / / / / / / / / / / � �� / ' .� ' � � / � // / / / , , / / ,r� , , / , a i i'� � / / / / / f'� :r .�• — i � �'' � / / / � �p / i / / a � LS 5933 FOUND (Typical) t�` � / �,,p / / / / /#2 5Ai i � � p � gA�� NEW ASPHALT , / / � / / i i � / a � �(�' � � " , � / � � � i 0a / i /�i />, � ' ^ � i i / � i �/ / / / // �� '�' � �L G / i'ARKI�UTILI DRIVEWAY � / / � � j� /j /�, , i i Zh � / � .,.�� ,. � / / � / � — 1'�`�r / 1C� / / � / / � 5� � � i � / , � / / / / i / :..:. •:• ��► . _ � ' / / � i - � , � / / / / / i i � � .�,,..,r»- . . / �T / / / i/� , �� i ,� � '�� / � / � j � � ° � � � � i � / � / � � � �ro2� i �� io3o . , „ / / / / / � � o l - � i � ,'�' �� ti . = 36 56 30 � i / / � � � � o � � � .� ��o ' � � N / � i i � i i � � i /� � � � � L � i i / / / � / / � � 1�.� ��y� i, � / / i 3� � � �� i / ♦ i �' �� ' �'" , � R = 75.00 S39'44�13"W i i i/�/�/i i i � � �� %. � � °�,'� / �i� ��i = L 0 T 10 / / / / � � . � � . �� H /� _ . r / / / / i / � i c,� � ��/ , 3 ' � �� ' �.�,. ��j -,-i T — 25.05 2�.14 � r i i � � �� ' � � i � � � .— -_� �.�� i � � / � / �E IZ� / � i • � , ', • �0 , � / / / / / � � � �� i� / i •.�i� � �j�/ / / �� '�� l� � � � �oti/fj�� :�.�, = L = 48.36 ' � i / / / � � ��o�� o � � // � / i / � / O /'�`� � , / . e � / / � — 1 i � �� i �� i o'b�� . . / CB = N 5812 28 E � � � / � �01° ��_� o --� �� i r o � �i / DRAWN KBC � , / � i�i i � �� i �bi� �� ' i / i � � - � � % � �� ii ii � � � / i �' CH = 47.52 � , � f r � � �o � � / / i i�W ASPHALT ;• 10�0.o NGREAS�EXISTIN6 / � / . � � � �� e-—-� � i / / / / � �/ � � � �. � i � / �� / / �— A � � CHECKED. EDI / �j / // / �/ / �0 183 5� \ DRI VE7^IAY � .,.. SHARED DRIYEWAY TO � � / p � / p�•o .� i �� i i / / /�,0/ / SNOW \ 4' WIDE �:.. � � � / / 9g � ��' 0 r- � � � /�� / . r 12 WIDE 0 �• � � i � i / // / ��h / . \ STORAGE \ GONGRETF � � ��,�9� / / / /�� / � �� ,� �� , or �� / / DATE• 05 03.04 N �/ ,�j jj//%/�j i� �� \ PAN � O /�� /� / �� , i�25�09r' � /�� / i / � BENCHMARK: �/ , / / / / � / � \ � �i/ � � � � i� ° i �'�o i �i�i /- / / � � SEWER MANHOLE � / � � �� ' 7' " � � � ' 3 � � � � d � ��i�� REVISIONS � � , � / � � � 3�1 52 � � � "cb � � � � �, ,� � i o'� � RIM = 1000.0 � ��/� � ,� = 10�00 � \ � " , ��/� / / o / 6 � ��i�,,%��-- - -� �� (Assumed Elev.) `� � / T — 27,Q'f� � ^ O LEGEND � / ��o�' ,�O /��' �� ,.•� � � / /// � ,�� L = 52.�� \ �� K�\\. .� ��/ �� / y�i� ��,� � �' FOUND N0. 4 �� > � CB = S61'31'4�"W \�I �� / _ „ ��` °��i i�� • -� . �� a NO CAP �/� ��CH = 52.27 � w \ V `�� ' Indicates 4 diameter or larger pine tree -� / • � - � • - - • , � L � /�/{ • � \�O � / KEY: �/EXISTING GRADE o � // I . � �� \ � _ �� RIDGE HEIGHT---1033 0/1000.0 (1010.0) — PROPOSED GRADE �° � 1 �\ � , � � Indicates 4 diameter or larger aspen tree NOTE:IF NO PROPOSED GRADE IS SHOWN, IT IS SAME AS EXISTING � � � y I a �\ �� / • � SITE PLAN �� ; � \�� \� . . . . � � ° �• � 2 Partial Site Plan - Ridge Lines & Existing Grades NoRr}., � � U 0 20' 40' 80' 1"=20'-0" � _ _ D� Z r � � � , 0404 � N - 1 Site Plan � � NORtN � �. 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I . • R - � i , EDI N YN VNC � IA RM �� OI � NC " � � N MS " N N � E � � � � � � � N � WZ � T W � J � N � � � A ~ W " W � � ; � � � � N m W ` c*� Q I— � Q w E � c m � c Pi v c m r. � £1.K PRESTIQUE ,� 1^�AT�RWDOD RODF ; � � � n - � � � � 0 � o � ° � v o � � � � 0 �n w p `� 2Xb GH�AR FASGIA: LI6HT�IXTURE, \ �V = RIl/�^�OD 5W 35UI TYP. � �� 3 � � �` T STOt�: M055 ROGK WI1H '� � �� ° GOLORADO BUFF GA�P � W U � _ _ 10"DIA DOUGLAS FIR \ ; �1 ?�--� ; POST d BEAM STUGGO• PARIS �"� ()Q � - DEGK � RAILIN6: 8X$ WHITE 5W2088 WOOD i'05T,2X6 TOP � � �W °' '� � ' BOTTOM RAIL,2X6 � (a �J � EL��/� 129—6 102q ' $A�(�'j-��c �-1�� M Q 10 � � N> z F1.�V� 128'—O" 102 A' � � O Z . -" � o 0 wirmow5: �oR � F-- � �v� i��-o� io� o� P�1.A�ROt�r�r,4L �S - GLAD � � - MAIN LEVE!_ _ � � 120'-0" I PLEV� 120'-0" 1020A' o — IN N ULDFR RETAININ6 EXI5TIN6 � � � � • DEGK 8 RAILIN6: SX8 �� c � � � WOOD i'05T,2X6 TOP � ; �� BOTTOM RftIL,2X6 � r'� � � �� 4 �LEY� 114'�" 1013.5' B�� ' ' 0 . � , � ' - 12"5T11GG0 BAND: 3 � � ��2'-0• po�2.o') WIND�'aOR 6REI6F 5W206� � ' EXI5TIN6 GRRDE � LOY�R��- ° EL�V� I10'-0" (IOIOA' , � , °1 .. � . � 6AMERDOM LEVEL o o �LEV+ 108'-I�" 1008.125' � � . m . t t ioo6'-0' ioob.o'I �INISHED 6RADE STONE: M05S ROGK WI1N , � GOLORADO�l1FF GAP � � � STUGGO: WIND50R . m 6REI6E SW206� °' DRAWN• KBC ~ �INISHED 6RADE ' CHECKED EDI DATE 05 03 04 rn c � v a� REVISIONS � � � r � C �y O. � � p, � N •r'+- O � C N L � � � a ELEVATIONS � � � • � � o E 0 - 1 EAST ELEVATION 2 WEST ELEVATION ° � t _ N � � 0 1' 2' 3' 6' 3/16"=1'-0" 0 1' 2' 3' 6' 3/16"= 1'-0" Z a� ; 0404 � � � tp � A4 ° � d � .� 4 oF 6 � r . r o , w s. r' _ -- _ __ � • ,� � � I m I � Pro�ect nfor at on � - � � R ' ZON� P/5 TWO-�AMILY PRIMARY/SEGONDP�RY � • � ' R�SIDENTIAL _' ' LOT AREA I 2163 AGRES = �2,982 SF � SITE GOVERA E 52,q' 2 5� x 15Y = 7,947 5F GRFA RATIO/PE GENTACE 259b O� IS,OPD 5� 3,�i�0 5F E D I �o� oF �o,00�s� �,soo 5� N Y N � 5� O� 22,Q82 5� I,I�O 5F ' TOTAL GRFA �� 6,400 5F v N �j � GR�DIT \� ,s'� 850 SF TOTP�L ALLOWABL� GR�A � � �,250 5� ' � � ' RMPRIMARY CR�A �'�� !�� 7'O•u� ALLOWABLE CR�A (609b) , , 3,840 SF O I GR�DIT � 425 5F ��G. � , TOTf�L RLLOWABLE Cj��A 4,265 5F �i�.�+ N C �n � I AGTUAL GR�A = BU I,�D I NC 3,3a�i 5F . � � N AGTUAL C�RFA �ARA6E 663 5� ��R��7v N � N p S�GONDARY CRFA ;� � o � - ALLOWABLE�R�A (40Y) 2,�60 SF ?� � � N � " GR�DIT 425 5F � � TOTAL LLOWABL� C�R�A 2,q85 SF � J � N AGTU L C�RFA - BUILDINC� ,4�6 5� � � � � W N ' AG AL CR�A - CARACE 4 5F 'Z � o . � � � � � Q � . General Notes W E � � m I ALL INT�RIOR Wf�LLS TO H� 2X4 WOOD �RAME GONSTRUGTION f�LL INT�RIOR � PLUMBIN6 W,4LL5 TO BE 2X6 �LL EXT�RIOR WALLS TD BE 2X6 ALL BUILDIN6 � RETAININCC WALLS TO BE 10" GONGRET� � � � � � � a � ` � 0 � � �, �36�-�� VZn Q � � � � V o 0 bq'-III/2" bb'-10' Q� � � �n W � i n � n i � i n i n � e i � i n n � 12-0 IS-II 13-0 15-6 13-b Il2 2n II-0 2l-II I�-II I/2 I \ �—�,U 3 p� � 7'-II I/2" �' I/ 3'-10" Q'-2" 'i'-9" l' 6'-6" l'-0 I/2" 6'-4" 4'-8" l'-5" 13'-I° l'-5" 8'-II I/2" a'-0" b'-II I/2' � z �; � � }� _ �O `° � � � � WU �° � '� 00 W � � �� ° ' = 4 LI6H FI�� O Q � " � DE K DE K � � �� W � � . \ � �J � Q � cy � N� z° ; � _ � ,?, . � u� � � ' i LI N "_ � ' ;� � ��, r ry � p � � 1� � A � � � � ; _ �; +;� u� "_; � " � :o � 4 � � � � GAMEKOOM �1''' � '` A � O L- OO S :{� � m w 3 r 1 l � � � � ; c� BEDROOM #2 �� '�� ' ,<. 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R '15�� r - ,�,�� r H �,�� — �� ? �L.E1/� II I z � ,�'I� � ,� c •�r,, ,e. ,� (] .Z ��n 'd' i},. � � t; �, 'eY ' '}„ G? �' �;P, :i Q x t .�� — ;<,� m � �° F.t� � ` � .s.., ,....a. � :,� � 4 ;� — y,�,.� „ .,., ., . � t ki �} ' �r`i r+ . _ Q MAST OOM tr ' ` ` �;s ''� - , c� � � .� r'; � = a �1kF ',F,� j TA.SUgFLOOR i , �y ' .ki` ; ELE1/� 114'-6" 10145' jh '� � 3 �p _ � _ . �F�a fi ❑ �r � „ c� — �� r:� � � � _ � _ � F— � �€{f ,�`''; }; c�i _ tV � �� sl� � . � �r.,,< <� _ ,• v ' � # _ — � = � _ ;#�r �'r — ' ` � ry� �, � , �- , �+;; `i°,:r � — J r, m �,': in I , ` t, { a • — i i e � � ■ ,� � � � � !t .�°f, B� 2 €' � •'rJI Z �I � �� m � . � < 18' 2° � 5'-2 I/2" 8'-� I/2" I 4-3 8- I/2 6 I/2 4-4 I `i. �£, _� � 7 � I" N � N � W.I.G << , r. �,< '.�_ � W.I.C. W I C - Q o � � ,T MECti W.I.C. , :{� N O I � _; � I � ,; : a� - � ,, O `�'� � �t � ? v yt ,� E,E ��,h � � " �}�-2 ��n G, , , ,-•r = �0�-2 ��2� q�-3� ��-6 ��2� � �� '` _ 3� k j. - - �`� u� s IL'�� I/Lp _ _ - _ - - - � fn T�;.ci�fv3�;'_ _ ,,i,i�,ui{h I P S1 a, I I �t �5:.� � — C `>' I I I -' T.O.SUBPl.00R � ;;� .' — � ` 3 ,Y��1�:,it e ..r�.�:;,' t�.�.�f',e , , r,0 M1. ��Y. �.r 4u�il' ��3 +f� s � ■ eP� �r .,r„` '�� S-� ��1^t �.t!�.��;:.r. ° f.1� I _ '"`r` �: I I _ it ��. ,. � , ani, tu�. , f ,E� W.I.C. �LEV� II6-105 �7 Y �� (106b"T5') � ,,;� �� ( � —��. � ��1 � ''"', fyr a ,.s��,, ,� � �r ,,.�� v � �,�� II ' II (I I ..� ' ^-a.,i+ .'�P'1`"�n'rr ,I {�� , �C ' :`ay>�r�,er,��^v;",_+� {3` �Yi"�' N � _�f I�n J L�.� �_ � E� ;t y�� ''�� (`"'� ;'+ .�i - r..n�. i r� .0 +n ;i; --_— — — — � LAUNDRY ;rt ;°K� � �� I I '� ,rEti =; DRAWN KBC ~ �,' � �r �� ROOM I k ,'° � 4 ;�, `; �.'� t� .i. - '[�1 i� t:q Iq�.1. e_I�f, ,d'� � � ..al�'p I I '�. 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EDI �- N IAUNDRY 4 't — ,�t �y� � -0 ��'' � �_� �;.. t �'' „ ,,,. �°:�� .a.��t�� ,; �� .:�.��,�� m B ROOM MECHANICAL ��,, DATE: 05 03 04 ,�� g.t • ' �,t 4 � °- 'Lk r�'+'�f �.� 't;�Y:,••ke•,ld �,�r%��, i' `p��^,.,a;�3 # i..� �.+ ?_ � �' u„� � N m � '��i,,,�� -,:,.E,� ,� �r ,°�;��'� 6 4 I/2�� I 6'-Q V2 � ` 8'-I' � _ F.:;� � $ ;� m � � u (_ Q ��"` REVISIONS � =,` � �: � `Ste�-.�t, - - ,z- . .1�_-� ve, . ii"' ,a�b��'. _- ,,t�_ .�aFk{.,,�a� �� F.. � p' C O f3T�sM�t'��"k��.�l�'�ft�t� '.�xr'Y'�aYtFt-i i 1'�'j}�:4i�P114��•'��'fii�T,^h'kn�V�y��, �('� G a m 8'-0" 4'-0" � � 0 � � � 12'-0" II'-21/2" 6'-II" II'-21/2' 19'-II I/2" 6'-4" II'-0" 17'-2" '- i/2" 23'-51/2' 4'-0" �, � � 2'-4 I/2" 2" a FLOOR PLANS � - � & LIGHTING PLAN ° � � o � � E U - � UNIT #2735A - LOWER LEVEL 1570 SF N�Rry 2 UNIT #2735B - LOWER LEVEL 1518 SF M��rN � ` � Z - 0 1' 2' 3' 6' 3/16"= 1'-0" 0 1' 2' 3' 6' 3/16"= 1'-0" °' 0404 � � . � . � � �M,�, A5 �' � , x � _ � � �, 5 oF 6 L � . 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'"{4^'-'+Fl,ii""'�r i.� "}+r tdr ;'�' i4�t�, _ ..,�it�_�ta.�;�mis•.��.��.,a�:y �iY,�.°'J�`,i-a 37`'s r' t '��it'�f r�•,.t�ate�,'�+t °'� v�i��:',� '��.,¢ ?` �5��,,1. tda.,�f,,= �,,,w ' c 'n`'.,. ��71 It¢� y,` t �� G1 _ Cp � - . � _ �r,i .., J,;SS� - '�i! `ii"_,�Y':.yra-'�:�.,d.' ��y,°7�u�n� �� 1��' p sjx� I��}� e � �' �I{ y 3t" ':� � � {'i�.;-'_t': _�°�jlF,�"�,€��,^�.�'7?' ,5'T�d. _ "Iat, � �`t ,µ,��t .:1:f ,r.� � d � � µ �;w'� t''� O N iEt ,y�F�� C �� i ' i„r�.,,�� _.,.t._ :�2.';'i.,��; °t•�`,°�°,i,��,�` � � 3 No o � � 3 UNIT #2735A - MIDDLE LEVEL 8�o sF '�TN �, c� o � � 0 1' 2' 3' 6' 3/16"= 1'-0" � � W� � � �` � r _ ' � 0� � Z T ROOF B�LOW CCS �� _ _ � � WO � � _ � -�. ��„ � - -- _ � o� � �w _� o � ,<< .� v W � N �.� _ � m T ,' � �Q ro { ; � i i , � -f� PANTRY t • ' I � ` 'I � � N> z ; ' � r � � z IOVEN F. � �i q �; � `� 3 �a N r� ;- �k MUDROO �w o 0 f~ V I IiV� � ? � �a j rk,.. P �qii `4r � � x M ' : 1 r � � Y^ ' � }.-� `A n CL ,� L- O o `r � � ' \ �5"512' 3'- /2" `5 "s,,,. Y.� ,� ;r Q � � W ( - GARAGE ' � `� -F-+ " ( c� b'-31/2" 2'-10" 3'- I/2" i � _ �' � � G� � � T , � � �DBL ,_ �,. tV � � �� v � o `r TO SUBPLOOR � ��2n � � OVEN — '��— -� DINlNG �' �� - 2�.-0■�� EL�Vi 120'-0" 1020A' + ' r I �— cn i o Ol/ERHANG o D _ a , I � � � ABOYE,IYP. � _ � • f ` � _ }. � � f M I KITCIIEN , ,; � isuwo 4'- I/2" � ` 3' I/2" ' � �� ,` °' s a \ � , � '�= � 4�-3�� '� m N ' KITCf1EN � � ; ` : J ih � I � ,,, , T O.SUBFLOOR r� + .O.G GREI'� o � _�'` > o � --�� "�v� i24�-�° (io24s�) � e�v� i a�3° 102a 5� ;, I REA R60M :� — R ° � A o e�- a � �; DN T I I' ,— ; t N ,_I " ,_8. ,i � - ii � ' I m � 8 � .5' 7 _� n, # tt � " � � � � . N ` FO � � �� T.O.GONGf2ETE t - � II 4-� TA.G�HGREI� �.�6�T��, � r EL�V� 12'1'-O"�1071.0' ' �� r � ; . ; I ,, ,- ,, ., , , ELEV, 12a'-6'f 102457 0 t l TMP. ' � � �{ A.5UBFLOOR 2� I II2� � ; + I TA.SI�FLOOR � c � �' EL�V� 125' ' I � r _i � I �l..E V� 1 2 4'-b" 1 0 24 5' � y DE K � ' N ; . REAT RO M - � �' ` # II �' I 1 s, ' 3 TA. '� � � M�TER i ' } ` N , � EL�r� i �-0° io� .o� r � = LOGA710N �„ �� ; � � � ' _ — ` � , DRAWN KBC ~ �, S `r � � " � T � 5' ' 10 .O' � ' li � ^ CHECKED EDI ' � I ' DATE 05 03 04 io�woo�PoSr ��- - �,. ;� � �Tiox � a � � . � , , � , .,• ��-0� �2� �� J� �� T �� , µ NG REVISIONS � � '-0" lo' /�■ �v� i�a� ° io a5� � � 14"WOOD 5p ° o P05T e a � �� S �nn o 4'-II" 3'-5" 3'-8° EQ. �Q. EQ. �Q. '-6" 18'-0' 2'-4' 4'-0" 6'-6" 4'-b" 8'-61/2" 8'-71/Z" �Q. EG2. 3'-81/2" IS'-0" � � A i L 12'-0" II'-21/2" b'-II' II'-21/2" Iq'-III/2" 51� b'-4" II'-0" Il'-2' � II'-21/2" 23'-51/2" , 4'-0" a 2�_,q, ��2„ 2� FLOOR PLANS 8 ' � & LIGHTING PLAN � � I � o � � � . � UNIT #2735A - MAI N LEVEL 958 GSF/663 GSF GARAGE NO�rN 2 U N IT #2735B - MAI N LEVEL 958 GSF/564 GSF GARAGE NORrN � z o t' 2' 3' 6' 3/16"= 1'-0" o t' 2' 3' 6' 3/16"= 1'-0" N ° 040� � � t y - N � A6 °- � . �;� � 6 oF 6 � . L � F ; I W O � ' � ' � ' i � � i � GENERAL NOTES• INTERMOUNTAIN DUPLEX JOB #0404-20 m. Prefabricated trusses shall be designed by a Colorado registered f. Expansion bolts shall be wedge type "Hilti", '�Rawi", or "Simpson" or engineer to support the full dead and live loads of the roof, ceiling, approved equivalent with the following minimum embedments: 2003 IBC FASTENING SCHEDULE TABLE 2304.9.1 DESIGN CRITERIA: and any other superimposed loads. The fabricator shall determine 1/2" diameter ---- 2 1/2" ' A B B R E VI A TI 0 N LI S T ` J web arrangements and member forces. Load duration factor for snow 5/8" diameter ---- 3" Roof Live Load (Snow) ------------------------80 psf loads is 1.0. Calculations and shop drawings shall be submitted to 3/4" diameter ---- 4" , „ „ �� „ CONNECTION FASTENING°� "' LOCATION Roof Dead Load ----------------------------�5 psf the architect/engineer for review prior to fabrication. The truss g. Epoxy anchors called for on the drawings shall be Epcon or Rawl or �� .�',� . - Floor Live Load -----------------------------40 psf manufacturer shall specify all truss-to-truss connections. Temporary °Simpson° or approved equivalent anchor systems. Minimum embedments, A.B. ANCHOR BOLT 5�o N � �� Floor Dead Load ----------------------------25 psf and permanent lateral bracing of trusses shall be installed as required if not specifically indicated on the drawings, �shall be according to the A.F.F. ABOVE FINISHED FLOOR �• �otst to si�� or girder 3 - 8d common toenad � o��G ':�y o 3 - 3" x0.131" nad �� ° � Deck Live Load -----------------------------100 psf by the truss manufacturer. manufacturer's specifications. A F.G. ABOVE FINISHED GRADE 3 - 3" 14 gage staple �:� .- .J N . - Deck Dead Load ----------------------------10 psf n. Laminated veneer lumber (LVL) shall have the following minimum properties: h. All welding shall be done by an AWS qualified welder. ADJ. ADJUSTABLE , 6•d�, c� 'o N F Basic Wind Speed ---------------------------$0 mph (Exp. B) 1. Flexural stress----------------2600 psi i. Delay painting within 3 of field welds until welds are completed. 2. Bridging to �otst 2 - ad common toenail each end o . ANCH. ANCHOR 2 - 3' x o 131' nail d�•.gyrj� = Seismic Zone ------------------------------� 2. Modulus of elasticit ------------1,900,000 si j. Where corrosive soil con di tions exis t, ,s tee l ang les t ha t are use d to 2 - 3" �4 a e stapte � '••••••• >-- .° y P � APPROX. APPROXIMATELY 9 9 ' 0� Q UBC Edition -------------------------�------�997 3. Tension paraltel to grain---------1850 psi support exterior stone veneer shall be galvanized and shall be attached ARCH. ARCHITECT 3. 1" x s" subfloor or tess to each joist 2 - 8d common face na�l P� � • a FOUNDATION DESIGN: 4. Compression parallel to grain------2 3 1 0 psi to t he foun da tion wi t h g a l v a ni z e d o r s t a i n l e s s s t e e l e x p a n s i o n a n c h o r s. BD. BOARD 5. Compression perpendicular to grain 4. Wider than 1" x 6" subfloor to each joist 3 - 8d common face na�l BLDG. BUILDING (para l le l to g lue line)-----------7 5 0 psi B A C K F I L L I N G ' � 5. 2" subfloor to joist or girder 2 - 16d common blind and face nail a. Desi n of individual and continuous footin s is based on an assumed BLKG. BLOCKING typical face nai� 9 9 6. Horizontal shear--------------285 psi 6. Sole plate to joist or blocking 16d at 16" o.c. maximum allowable bearing pressure of 2000 psf (dead load plus full live 7, Connection of multiple-member beams: a. Do not backfill against retaining walls until swpporting elements are in BM. BEAM 3" x o.131" no�l at 8" o.c. load). lace and securel onchored or ade uate shorin is installed. BOT. BOTTOM 3" 14 gage staple at �2" o c. A. Top-loaded beams P Y � �1 9 b. Foundation and retaining walls have been designed using an assumed i) For members 12" deep or less, nail each member Concurrent backfilling of each side af a retaining wall to final grades B.O.W. BOTTOM OF WALL lateral ressure Of 50 Cf. ' Sole plate to Joist or blocking at braced � braced wall panels p� U 00 P P to the next with 2 rows of 16d nails at 12" o.c. as indicated on plan or section is required unless temporary shoring is BRG. BEARING 3 - 16d per �s c.i c. Footin s shall be laced on the natural undisturbed soil, or com acted wall panel q p P ii) For members greater than 12" deep� nail each installed. � CANT. CANTILEVER (4)-3" x o.�3�" nait per �s" 'tn o 0 structural �II per the recommendations of the geotechnical engineer, membe� to the next with 3 rows of 16d nails at b. Verify type of fitl with soils engineer and structural engineer prior to C.J. CONTROL JOINT (4)-3" 14 gage staple per �s" � Z 00 0 0 below frost depth. 12�� o.c. backfilling. CMU CONCRETE MASO NRY U N I T 7. Top plate to stud 2 - 1 6 d common en d nai l U � � p � � d. Provide continuous foundation drains around the perimeter of all B. Side-loaded beams CEM. CEMENT 3 - 3" x o.131" nail Z � w 1 I basement walls and at the base of retaining walls. Contact i) For two or three member beams, nail each member GENERAL REQUIREMENTS: i 3 - 3" 14 gage staple � z Z r� r� CLG. CEILING r �• geotechnical engineer for details to the next with 3 rows of 16d nails at 12" o.c. � � CENTERLINE 8 st�d to sole plate 4 - 8d common toenail �j � � o a, o, e. A representative of the geotechnical engineer shall verify soils conditions ii) For fo„r member beams, bolt through with 2 rows a. Structural erection and bracing: The structural drawings i l lus tra te t he CLR. CLEARANCE 4 - 3" x o.t 3 1" nail F- w�� and t es durin excavation. Because eotechnical information was no t of 1 2 diameter bolts at 12 o.c. comp le te d s truc ture wi t h a l l e lemen ts in t heir fina l posi tions, proper ly 3 - 3" 1 4 g a g e s t a ple Z �' � � o Q YP 9 9 / COL. COLUMN Q •� o � M � a v a i l a b l e a t t h e t i m e o f p r e p a r a t i o n of the construction documents, we i i i) F or beams consistin g of more than four members, su p ported and braced. The Contractor, in the proper sequence, shall C O N C. C O N C R E T E J N 00 J"" have used assumed values based on similar sites in the area. contact structural engineer. provide shoring and bracing as may be required during construction to CONN CONNECTION 2 - tsd common en d nad � Construction of the foundation ma not roceed without verif in these 3 - 3" x o 131" na�l y p y 9 0. All lumber used in construction shall have a maximum moisture content achieve the final completed structure. Contact the structural engineer � ,� values. Report any discrepancies from design of 19%. for consultation (not in contract) as required. CONT. CONTINUOUS 3 - 3" 14 gage staple - assumptions to structural engineer for re-evaluation of foundation design. p. Framing Notes: b. Shop drawings: Submit shop and erection drawings for structural steel, CONST. CONSTRUCTION 9 Double studs 16d at 24" o.c. face na�� Z �' f. Backfill around and above structural buttresses and retaining walls 1. Exterior walls: miscellaneous steel, steel joists and girders, steel deck, masonry C.P. CRIPPLE POST 3" x o 131" na�� at e" o c. � � N oo a, � DBL. DOUBLE 3" 14 gage staple at 8" o.c. shall be com action-tested er the recommendations of the A. All exterior walls are 2x6 studs � 16" o.c. to a maximum reinforcing steel, wood trusses, manufactured wood joists and glue- � � � � P P , » � typical face nad O .- geotechnical engineer. height of 12 -6 , 2x6 studs � 12 o.c. to a maximum lam beams to engineer for review prior to fabrication. This review is DET. DETAIL �o Double top plates �sd at ts" o.c. � � � � I I height of 14'-6", and (2)-2x6 studs � 16" to a maximum for general compliance with the intent of the structural design. The DIAG. DIAGONAL 3" x o.�3�" na�i at �2" o.c. x � � REINFORCED CONCRETE: height of 17'-4" unless otherwise noted. Walls taller architect and/or contractor are responsible for checking quantities, DWG. DRAWING 3" 14 gage staple at t2" o c � m � o, rn a. Concrete desi n is based on the "Buildin Code Re uirements for than 17'-4" shall be framed with manufactured parallam dimensions and coordination with other trades. DWL. DOWEL � 3 ^^ 9 9 q studs, contact engineer for spacing requirements. Cap c. Dimensions: Check all dimensions against ar,chitectural drawings prior EA. EACH Double top plates s - tsd common �ap splice � � o Q o Q Reinforced Concrete" (ACI 318) as adopted by Chapter 19 of the 1997 with a double to p plate installed to provide overlapping at to construction. Do not scale drawin s. 12 - 3 x o.131" na�� N � ��v UBC. g E.J. EXPANSION JOINT corners ond at intersections with other portitions. If d. Cons truc tion proc tices: Genera l Con trac tor is responsi b le for means, ELEV. ELEVATION �2 - a" 1 4 g a g e s t a p l e t y p i c a l f a c e n a�� b. Structural concrete shall have a minimum 28-day compressive overlap is not possible, strap top plates with metal strap methods, techniques, sequences and procedures for construction of this ENG. ENGINEER » Blocking between joist or rafters 3 - Sd common toenad , strength of 3000 psi. ties Sim son ST292 or e uivalent . project. Notify structural engineer of omissions or conflicts between t he to top p la te 3 - 3" x o.i 3 t" na�i ( p q ) EQUIP. EQUIPMENT 3 - 3' 14 gage staple c. Concrete shall be proportioned using Type I-II sulfate-resistant cement B. Gable-end walls shall be balloon-framed to the bottom of working drawings and existing conditions. Coordinate requirements for EQUIV. EQUIVALENT - Admixtures containing chloride salts shall not be used. rafters or end-wall trusses unless a roved b en ineer. mechanical/electrical/plumbing penetrations through structural elements �2. Rim �Oist to top Ptate sd at s" (152mm) o.c. toenai� pp Y g with structural en meer. Jobsite safet is the sole res onsibilit of the EXSTG. EXISTING 3" x o.�3t" nai� at s" o.c. � t d. Cold weather concreting procedures shall be provided as recommended C. Floor or roof framing members must be aligned to bear g y P y E EXISTING 3" �4 in the ACI Manual of Concrete Practice. within 5 inches of the studs beneath. contractor. All methods used for construction shall be in accordance � � gage staple at s" o�. e. Anchor bolts for beam and column bearing plates shall be placed with D. Provide 7/16" thick APA rated sheathing (plywood or with the latest edition of the UBC. EXP EXPANSION t3 Top plates, �aps and intersections 2 - �sd common face na�� setting templates. OSB) rated 24/16, exposure 1, at exterior face of exterior e. Details not specifically shown on the drawings shall be contructed in a EXT. EXTERIOR 3 - 3" x o 131" nai� f. Exponsion bolts sholl be located at o minimum of 6,bolt diameters walls. Block all horizontal joints and nail panels with Sd manner similor to the details that are shown for like conditions. These F.D. FLOOR DRAIN 3 - a" 14 gage staple from concrete edge and spaced at 10 bolt diameters unless noted nails spaced at 6" along panel edges and at 12" atong items shall be brought to the ottention of the structural engineer as FDTN. FOUNDATION �4. Continuous header, two pieces �sd common �s" o.c. along edge otherwise. intermediate supports. soon as possible for approval. Approval shall be obtained prior to FLR. FLOOR �5 Cedmg jo�sts to plate 3 - 8d common toenad g. Anchor bolts for wood sill plates sh�all be placed at 4�-0" maximum E. Provide (3)-2x10 headers over all door and window installation. FRMG FRAMING 5 - 3" x o�3�° na�i �I spacing with one anchor bolt at 12 from each end or corner and openings, with one 2x6 trimmer and one 2x6 king stud f. It is the responsibility of the contractor to contact the structural FTG. FOOTING 5 - 3" 14 gage staple �y a minimum of two anchor bolts per piece. �� each end, unless noted otherwise. engineer at the appropriate time to perform site observation visits. GA. GAUGE �s. Continuous header to stud 4 - 8d common toenad � 1 h. All exposed edges and corners shall be chamfered 3/4 . F. At beam bearing locations in stud walls, provide multiple- Observation visits to the jobsite by the engineer are for determination GALV. GALVANIZED 3 - 16d common minimum, Table 2308.10.4.1 face r,a�i � i. Concrete floor slabs on grade and on metal decking supported by steel stud posts equal to width of bearing member unless of general conformance with the construction documents and shall not GEN. GENERAL 1�. Ceiling �Otsts, laps over partions 4 - 3" x o.13�" nail ' framing shall have sawn or tooled control joints at a maximum spacing noted otherwise. be construed as ins ection. (See section 23os.1o.4.�, Table 2308.10 4.�) 4 - 3" 14 a9e sta le � P G.L GLUE-LAM 9 P of 15 -0 in each direction. Locate control joints along column grid 2. Interior load bearing walls: g. Though every effort is made to provide a complete and clear set of GYp, GYPSUM/GYPCRETE 3 - 16d common minimum, Table 2308.10 4.1 face na�� construction documents, discre ancies or omissions ma occur. 18. Ceiling jo�sts to parallel rafters 4 - 3" x o.131" nail lines where possible and provide slab isolation joints around columns. A. Interior load bearing walls are 2x4 or 2x6 studs (as p y HDR. HEADER see section 23os.to.4.� Table 2308.10 41 � - j. Concrete coverage for reinforcing steel: indicated on lan � 16" o.c. with 1 2" sum Release of these drawings anticipates cooperation and continued � � � 4 - 3" 14 gage staple _ 1. Concrete cast a ainst and ermanentl ex osed to earth 3" P � � 9� HORI�. HORIZONTAL , communication between the' contractor, architect and en inee�` to� g p y p wallboard both sides unless noted otherwise. Cap with a g � HT. HEIGHT 3 - 8d common toena�� 2. Concrete exposed to earth or weather : double to late installed to rovide overla in at provide the best possible structure. These drawings have been �s Rafter to plate 3 - 3" x o.�3�" na�� r.,� A. 5 bar and smaller 1 1 2" P P P pP g INT. INTERIOR See Section 2308.10.1 Tabte 2308.10.1) ' # � corners and at intersections with other partitions. If prepared for the use of a qualified contractor experienced in the � � 3 - 3" 14 gage staple B. 6 throu h 18 bar 2" construction techni ues and s tems de icted. INV. INVERTED � rt1 # 9 # overlap is not possible, strap top plates with metal strap q � P K KING STUD � 2 - ad common face na�i 3. Concrete not exposed to weather or in contact with ground:�� ties (Simpson ST292 or equivalent). 20 1 diagonal brace to each stud and plate 2 _ 3" x o 131" na�� Q O A. Slabs, walls, joists (#11 bar and smaller) 3/4 B. Floor or roof framing members must be aligned to bear JST. JOIST 2 - 3" 14 gage staple B. Beams, columns 1 1/2" within 5 inches of the studs beneath. LAM. LAMINATED � C. Provide (2)-2x10 headers over all openings in wall, with LLV LONG LEG VERTICAL 2i �" x s" sheathing to each bearing wan 2 - sd common face na�� REINFORCING STEEL: one 2x4 or 2x6 trimmer and one 2x4 or 2x6 kin stud LONGIT. LONGITUDINAL 22. wider than �" x 8" sheathing to 3 - 8d common face nai� � � � g each bearing wall � a. Detailing, fabrication and lacement of reinforcin steel shall be in each end, unless noted otherwise. LTWT. LIGHTWEIGHT �..� 23. Built-u comer studs 16d common 24° o c. ■ C , O P 9 D. At beam bearing locations in stud walls, provide mulitple- LVL LAMINATED VENEER LUMBER P 3" x o.�3t" na�� s" o.c � r'•"� accordance with the ACI Manual of Concrete Practice. stud posts equal to width of bearing member unless CONNECTION SCHEDULE LSL LAMINATED STRAND RIM MATERIAL � 3" 14 gage staple 16" o c. � � , F b. Except where otherwise noted on the drawings, reinforcing bars shall noted otherwise. 0 SIMPSON H5 MAX MAXIMUM 24. Built-up girder and beams 2od common at 32" o.c face na�t at toP ar,d ' conform to ASTM Specification A615 and shall be grade 60 except ties, 3. Floor Construction:„ „ MECH. MECHANICAL � � � . field bent bars where permitted by note on plan, or bars to be welded, A. Provide 3/4 thick APA rated Sturdifloor rated 24 o.c., Q 3" x 0�.1�31" na��I at 24" o.c. bottom staggered on B SIMPSON ABE66 MAT L MATERIAL 3" 14 a e sta le at 24" o.c. opposite sides � � which shall be grade 40. tongue and groove exposure 1. Glue and nail panels to afl MANUF. MANUFACTURER ' ' c. At splices, lap bars 44 diameters. Do not weld or use mechanical supports with 8d nails spaced at 6" along panel edges and � SIMPSON WP14 MIN MINIMUM 2 - 2od common face na�i at ends and at splicing devices unless speci�cally approved by engineer. at 12" along intermediate supports. Install sheathing with �p SIMPSON ITT2.1/11 88 ( ) O d. At corners, make horizontal bars continuous or provide corner bars. lon dimension er endicular to oists and end oints N NEW s - 3" x o.�3�" nai� eacn splice - ,� Around o enin s and ste s in concrete, provide 2 - 5 bars extendin g P P � � NOM. NOMINAL 3 - 3" 14 gage staple � � � P 9 P � � # g staggered. QE SIMPSON U210-2 O.C. ON CENTER 25. 2" planks 16d common at each bearing � •r--� 2'-6" beyond edge of opening or step. � �� B. Provide solid blocking between floor joists at all bearing OPNG. OPENING 2s. couar t�e to rafter 3 - 10d common face nai� e. Extend reinforcing steel a minimum of 2 -6 through cold joints. locations. Blocking material shall match the floor joist 0 SIMPSON LUS210-2 � , Unless specifically located on plan or details, coordinate cold joint material. OSB ORIENTED STRAND BOARD 4 - 3" x o.�3�" nail � � Iocations with engineer. 4. Roof Construction: ; � SIMPSON LSSU210 f� PLATE 4 - 3" 14 gage stap�e face r,a�� f. Welded wire fabric shall conform to ASTM Specification A-185. Lap A. Provide 5/8" thick APA plywood Sheathing rated 40/20, QH SIMPSON CJT4 PLYWD. PLYWOOD 27. �ack rafter to h�p 3 - 10d common toenai� � welded wire fabric a minimum of one full mesh plus two inches. Laps exposure 1. Install sheathing with long dimension R.O. ROUGH OPENING 4 - 3" x o.�3�" na�t � shall be wired to ether. QI NOT USED RAD. RADIUS 4 - 3" 14 gage staple � 9 perpendicular to rafters or trusses and end joints staggered. ' g. Metric bar size conversion table: Nail with 8d nails s aced at 6�� alon anet ed es and at „ „ REF. REFERENCE p 9 P 9 QJ 3�4 �i x 16 LAG BOLT 2 - 16d common face nail � METRIC INCH-POUND 12" along intermediate supports. REINF. REINFORCE/REINFORCEMENT - � 3 - 3" x0.131" nad � � #�� #3 B. Plywood sheathing shall be applied continuously over the K SIMPSON LSSU210-2 REQ'D REQUIRED 3 - 3" �4 gage staple � #13 #4 primary roof inembers (rafters or trusses) below RET. RETAINING 2s. Roof rafter to 2-by ridge beam 2 - tsd common toenad �L SIMPSON LSSU410 � #16 #5 overframed areas to provide adequate lateral stability. REV. REVISION 3 - 3" x o.13t" na�l #19 #6 C. Provide wind/seismic anchors at supports for all roof �M 3/4°0 x 18" LAG BOLT R.S. ROUGH SAWN 3 - 3" 14 gage staple #22 #� joists and trusses. See nailing schedule. SCHED. SCHEDULE � #25 #$ D. Provide solid blocking between roof rafters, trusses and �N SIMPSON LUS210 SECT. SECTION 2 - �sd common face r,a�i #29 #9 lookouts ot all beorin locotions. Blockin moterial shall SHT. SHEET 3 - 3" x o.tat" nail 32 #10 g g QO SIMPSON WP16 3 - 3" 14 gage staple � # match rafter, truss chord, or lookout material. SIM. SIMILAR #36 #1� 5. �nd Bracin P SIMPSON HGUS7.25 12 9• � � S.I.P. STRUCTURAL INSULATED PANEL 29. ,loist to band joist 3 - 16d common face nad STRUCTURAL WOOD FRAMING: A. Walls over 4 feet long which are sheathed with gypsum SPEC. SPECIFICATION 5 - 3" x o.�3�" nai� wallboard on both faces and are indicated as shear walls 0 SIMPSON HHUS5.50/10 5 - 3" 14 gage staple _ a. Except where noted otherwise, all 2" nominal lumber, except studs, on plan have been designed to resist wind forces in � SIMPSON HU21/11 SQ. SQUARE ` shall be Douc�las Fir-Larch #2 and better, and all solid timber beams accordance with Table 25-I of the UBC. STD. STANDARD 3o Ledger striP 3 - 16d common face na�� „ „ » � STL. STEEL 4 - 3" x o.131" nail and osts 3' nominal and wider shall be Dou las Fir-Larch 2. B. At shear walls, screw 1/2 gypsum wallboard to all studs OS 3/4 � x 14 LAG BOLT 4 - 3 14 gage staple p 9 # �� STRUCT. STRUCTURAL b. Studs shall be Stud rade and better pou las Fir-Larch or Hem Fir. and to top and bottom plates with #8 X 1 1/8 drywall b �.� q 9 9 �� QT SIMPSON U410 T TRIMMER 31. Wood structural panels and particleboard• 1/2" and less 8d (per KRM) . screws at 7 maximum s acin c. Built-up posts shall consist bf Douglas Fir-Larch or Hem Fir #2 or P g• T&B TOP & BOTTOM Subfloor, roof and wa�� sheathing 2 3/s" x o�3�" na��" better 2x4 or 2x6 studs er lan and shall be nailed to ether with 2 C. Exterior plywood or OSB wall sheathing is required unless 0 SIMPSON ABU88 (to framing): 1 3 f4" x 16 gage° P P g s ecificall deleted b en ineer. T&G TONGUE & GROOVE 4 rows of 16d nails C� 6" on center along each stud. P Y Y 9 �s/32" to 3/4" ed (per KRM) QV 6x6x5�6x0'-5 1�2 STL ANGLE W� T.O.C. TOP OF CONCRETE 2 3/8" x 0.131" nailP JOE d. Built-up beams consisting of multiple 2x members shall be nailed 2" 16 gageP desi ned b g p (4)-3/4 � THRU-BOLTS EA. LEG T.O.F. TOP OF FOOTING 9 Y to ether with two rows of 16d nails s aced at 12" on center, or STRUCTURAL GLUED LAMINATED TIMBER: " �/8" to �" 8d` T.O.L. TOP OF LEDGE drawn b MAB/JOE with two rows 1/2" diameter thru-bolts spaced 24" on center. T.O.M TOP OF MASONRY 1 1 s to � �/4" 1od° or 8d° y e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and a. Materials, manufacturer and quality control shall be in conformance � SIMPSON ACE6 / " , q better Plates placed directly on concrete walls or slabs shall be with AITC Product Standard PS 66-82, ��Structural Glued Laminated T.O. TOP OF Single Floor (combination subfloor- 3/4 and less 8d (per KRM) checked by pressure-treated Hem Fir #2. Timber". Q SIMPSON ITT9.5 T.O.W. TOP OF WALL underlayment to framing)• �/s" to t" sd° f. Wood beams bearing in beam pockets in concrete or ma„onry walls b. Laminated members shall be fabricated using Douglas Fir with the DY SIMPSON WNP68 ' THRU THROUGH t t/s" to t t/4" lodd or sd° ISSUed shall bear on a treated 2x6 bearing block. Provide 1/2 clearance following combination symbols: TRANSV. TRANSVERSE 32. Panel siding (to framing) �$ or iess 8ddf around end of wood beam. Block against sides of beam pocket with 24F-V4 Simple-span beams � SEE SECTION 7/S6 TS TUBE STEEL COLUMN PERMIT 05/21 /04 treated 2x blocking to provide lateral support for beam. 24F-V8 Continuous or cantilever beams TYP. TYPICAL 33. Fiberboard sheathing•9 1/2" No. 11 gage roofing nailh g. Within floor joists spaces beneath solid or built-up columns noted on 3 Columns U.N.O. UNLESS NOTED OTHERWISE sd common na�� lans, blockin of area e uivalent to column above shall be rovided. c All members shall be Architectural A earance Grade, unless indicated i No. 16 gage staple� p g q p pp VERT. VERTICAL 25/32" No. 11 gage roofing nail" Door or window trimmers consisting of a single stud do not require otherwise by the architect. V.I.F. VERIFY IN FIELD sd common nai► special blocking in the joist space. d. Protect members from damage or exposure to moisture prior to and W.F. WIDE FLANGE No. 16 gage staple� h. Except as noted otherwise, minimum nailing shall be provided as specified during construction. W.P. WATERPROOF � 1 „ „ 34. Interior paneling 1/4 4d in the Fastening Schedule on the drawings (2003 IBC Table 2304.9.1). e. Adhesive shall meet the requirements for wet conditions of service. � W,W,F. WELDED WIRE FABRIC 3/e" sd'` i. Bolts used for wood framing connections shall be installed with f. Do not camber laminated members unless indicated on the drawings. , , . , Wp. . WOOD standard washers and nuts. � � W/ �TH NO'TES TO �ABLE� 2304.9.1 � j. Unless noted otherwise, steel connectors such as those manufactured STRUCTURAL STEEL: W�0 WITHOUT For SI 1 inch = 25.4mm. 2 3/8" x o.113" na�ls and 3" x o.131" nails are standard 8d and 10d Gun na�ls ' by the Simpson Company shall be used to join rafters, joists or beams to other beams at flush-framed conditions. Use all specified nails. a. Structural steel shall be detailed, fabricated and erected in accordance a. Common or box nai�s are permitted to be used except where otherwise stated. Connector conditions not otherwise noted shall utilize Type U or Type with the most current editions of AISC Specifications and Code of b Nads spaced at s inches on center at edges, 12 inches at intermediate supports except 6 inches at supPorts where HU hangers of a siZe specifically designed for the member supported, Standard Practice. spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, as shown in the manufacturer's published tables. Contact structural b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, , refer to sectton 2305. Nads for wan sheathing are permitted to be common, box or casing • engineer for details as required. including plates and angles, shall be ASTM A36. Tube shapes shall be c. Common or deformed shank , sheet k. Wood nailer lates installed on steel beams or concrete walls for to ASTM A500 rade B. Pi es shall be ASTM A53 rade B or ASTM A501. d. Common p p- 9 p 9 , e. Deformed shank. flange hangers shall be ripped to match the width of the wall or beam c. Tube shapes are actual size as specified on plan. Pipes indicated f. Corrosion-resistant siding or casing nail. flange. Nailer plates supporting top flange hangers from one side only on plan are nominal (approximate inside diameter) and refer to AISC � g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. j shall be installed flush with the face Of Wall or beam flange at the pipe schedule dimensions. h. Corrosion-resistant roofing nails with 7�16-inch diameter head and 1 1�2 inch length for 1�2-inch sheathing and , hanger locations. d. All bolts used in steel framing shall conform to ASTM Specification 1 3/4 inch length for 25/32-mch sheathing I. Manufactured joists shall be from an approved manufacturer and shall A325. Anchor bolts and bolts used in timber connections may be t Corrosion-resistant stap�es with nominal 7/16-inch crown and 1 1/8 inch length for 1�2-inch sheathing and 1 1�2 inch ' be equivalent in load carrying capacity and deflection criteria to BCI 450 ASTM A307. Bolt sizes shall be 3 4" diameter unless noted i length for 25/32-inch sheathing. Panel supports at 16 inches (2o tncnes �f strength axts �s the long direction of � i the panel, unless otherwise marked) , series joists in depths and spaCings indicated on plan. Provide otherwise. J. Cosing or finish nads spaced 6 inches on panel edges, 12 inches at intermediate supports. � ' blocking, bracmg� web stiffeners and other accessones as required by e. Typical framed beam connections shall consist of pairs of 1/4" angles , k. Panel supports as 24 inches. Casing or fmish nads spaced 6 inches on panel edges, 12 inches at intermediate supports. . ^ � - manufacturer. using the maximUm numbel' Of bolts called for it1 Table II-A of the I. For roof sheathing applications, 8d nads are the minimum required for wood structural panels ��'^ AISC Manual ASD Ninth Edition . m. Staples shall have a minimum crown width of 7/16 inch. � � � n. For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. � � � � � Fasteners spaced 4 inches on center at edges, S inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports for roof sheathing. J 0 B # 0 40 4-2 0 p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports � - q Items noted as "per KRM" have been changed from the IBC schedule to a more restrictive requir�ment. 136'-11 1/2" �'=� _ �-�'� ��s� 12�-0" 15'-11" 13'-0 1/4" 15'-5 3/4" 13'-6 1/2" 11'-2" 27'-11 1/4' 17'-11 1/4" 9'-11 1/2" ��. �� - �, _ _ �5 °� •�_ � . , � S 2�-9 1/4" 9'-11" 2'-9 1/2" 3'-11 3/4� 9'-11" 4'-0 1/2" �cr � G@°,�_.., � \ ��i g . T O.W. = 114'-6 . o:r j ' z . �' ^ � TOF. = 102'-0 •d N — 2 T.0 W = 110'-0 • o � o•� om o � .r T O.F. = 92'-0 T.O.W. = 108'-1 1/2 ■ � T 0 W = 114'-6 I \ ' 6 .� � S5 � T.O.W. = 108'-1 1/2 5 r. S5 -- d . `-� N ' I S5 T 0 F. = 97'-0 T.0 F. = 102'-0 � p��/H ,. � � — - - - - - - — T.O.F. = 97'-0 S5 '° - - - - - - - - - - �n j0�• " ' .�... ° � - r — -- — , 8. � � � o � pR � a a � � � � I II ,O• N s% M ''-2" r-2• � � — — —� _ _ — \ $ I 8N � _ _ _� _ _ _ J S1EP ,�' \ 2 � T.O.W = 107'-51/2 - - - - — — � "� ��' �- - - - a - - - - - , . � Si� 3 � � o = T.0 F. �n S5 , � 4 T.O.F. = 97'-0 STEP ao , STEP � S5 0 8 t° �-- - - , — � \ 2 ° 3 1'-1" 1'-1" I ao � S5 I ' ( T.O.F. ao � T.O.F. i T 0 W = 114'-6 � S5 1'-8" 1'-8" 1'-2" 1'-2' °° � i.� � � S5 10" — � — — � I I in T 0 F. = 101 -0 � 00 STEP � � S5 no '- S5 ��1,' I I T.O.W. = 108'-1 1/2 5 - - - -� — - - � 10 T.O.F. � i- 1'-1" I 1'-1" `� I I � T.O.F. = 98'-1 1/2 S5 � — — — — — — — — — I TO F. = 102'-0 8" S5 `O • � (V C ' � i I 4" CONCRETE SLAB ON 4" CLEAN GRAVEL BASE �� ' , •N Z a�0 c0 cD - - T O.W. = 110'-0 I N � ( � r • I I s - - - - T.OF. = 97'-0 L - - - - - - — J � ,� I � , � � S � I � ° -� ON UNDISTURBED GRADE OR COMPACTED S5 • 'p Q O O I o � S� � I � ( 8� — — — — — — � � — — — — — — J STRUCTURAL FlLL PER SOILS ENGINEER. � U O 00 °� I 108'-1 1 2 g� g� 1 , — - - — r, Z � U p� p� I � _ _� _ _ _ � _ � T.O.F. T.O. SLAB S6 N N STEP REINFORCE SLAB WITH 6x6-W1.4xW1.4 WELDED � : c� i \ T.O.W = 115-0 I I - � W I 1 ° o T.0 W = 110'-0 � T.O.W = 110'-0 ( I T.O.W. = 109'-0 '- ��-$� 1�-8" � T 0 F. WIRE FABRIC THROUGHOUT. PROVIDE 1" DEEP T O.F = 110'-0 8 �I � � Z�^ L J � T 0 F = 92'-0 � T.O.F = 97'-0 T O.W. = 110'-0 I T 0 F. = 99'-0 ' 5 '� - N SAWN OR TOOLED CONTROL JOINTS AT 15'-0" g" �'-p" in Q O - 110'-0 I SS � (n �/j � � � �, T 0 SLAB 1 w I T O F = 102'-0 I � I ' � MAXIMUM SPACING EACH WAY. � w 15-7 1 4" 0 4'-2 3 4 STEP S5 114'-6 g�p p1 .�r. � 17'-1" � 4'-0" 15'-2" 13-10 1/4" STEP O1 T.0 SLAB = Z �-� M X �R T.O F. � T.O.F. � T.0 F. � Q ,C � �O Q STEP �C` 2 ' 17'-7" 10'-0" 18'-0 3/4" 0 10'-2 1/4" ( uo f- � 00 J�� N T 0 F T O.W = 110'-0 3 - - - - �Q J r °' � T.O.F. = 98'-0 = � � S6 Ss �� — — — — — � �C` 2 0 _ � � C ,n � (n •-• '; 2 r- - - - - - - - - — s�P L + Jc � � r �- � _ ss r Z � � S5 10" L _-_e_--8�_- _ -� 8" TOF. i 2 I , ao T.OF. = 104,-0 - - - - - - --rT ,— - - - - - - - - - _T' � � � _ _L � �C 4" 4" I —■-- -e-------- -----�---- N _ O N� � ^ .-. . ` 0 8� I �,-�� 4" CONCRETE SLAB ON 4" CLEAN � T S6 TO.W. = 115'-9 1/8 _ _ _ �_ L J � o - I� � M � 1 TOW = 110'-0 ° T.OF. = 104'-0 I � - - - - - � 1 � - - - - - — �B - - - � � �� ` � GRAVEL BASE ON UNDISTURBED N � , ' T 0 W = 123'-0 � I � I I � � T.0 W = 115'-0 GRADE OR COMPACTED STRUCTURAL .s r I, T.0 F = 107'-0 I T.O.W. = 114-6 ,.�� _ r� T 0 F = 104'-0 FlLL PER SOILS ENGINEER. S6 � � . I ' I I ( °f ( I T.O.F. = 104'-0 N I � T,p,yy - �2g'-�� 2 fO T.0 F = 110'-0 ;:� M 3 X � ��d' � ao � � T.O.F. = 107-9 1/2 0 - - � - - - : i � mOr.� N STEP = REINFORCE SIAB WITH 6x6-W1.4xW1.4 I � ( . � 4 � , S6 � � U U T.0 F. WELDED WIRE FABRIC THROUGHOUT. � r � �r I __� S7Ep • � PROVIDE 1" DEEP SAWN OR TOOLED N , � I � I STEP -� BM. PKT. - - Ss r -- � - � I � T.O.F. `�j �0 � J � Q — — — — — — ----- ---- T.O.W. 128-9 1 2 � T.O.W. = 130'-0 s� _� � CONTROL JOINTS AT 15'-0" MAXIMUM � I I LIJ T.0 F. � _ _ _ _ � s. s. � _ _ _ _ T _ _ _ � BM. PKT. T.O.F. 114'-2 � T.O.F. = 114'-2 ;,� � '''' � a rn 1,.. I SPACING EACH WAY. eF I, I, 1'_p- (D 0_ >.�... , � , � - - - - - - - - - - - - - - - r � T.O.W. = 119'-8 1/4 �i I � I I I 4� 4� 1 � N � — — — — — — —� T.O.F. = 109'-8 N I I S6 � ■ s _ � � ° o STEP TOW = 118'-8 1/4 , =j I � I � _ ° 4 � r — --- -- `o i� cn ro O JB � � T.O.F. T.OF = 109'-8 � ' —I I I �P— _ — - - — � —w� 10" L - - - - - - - - - - - -� — - - - - - - - � \ � ' — — -�- .0 a 6 io 5 r� 1'-1 � 1'-1"STEP S4 TO W = 128'-4 1/2 r � ,o � � S5 � � � � - - � T.O.W. = 124'-3 1/4 � I � T 0 F = 114'-2 T.O.W. = 129'-2 3/4 I � 1 1 � � T.O.F. = 109'-8 5" 5" � S4 S4 T 0 F � T.0 F. = 114'-2 I S4 . o M � � - - — in ao ''-1" 1'-1. i� 7 T.O.W. = 126'-5 1/2 � � �— - - —�T.O.F. r - - -I � � T.O.W. = 130'-0 � I � �— � � — � _ _ S4 T O.F. = 107-9 1/2� I \ 5' I 5" T 0 F. = 114'-2 � � ` � �- — — — — J c� 8" ,'-o. � T 0 W. = 127'-S M ■ _ � I10" o M = o . � � T.O.W. = 127' 8 � I I ' � TOW. = 119'-8 1/4 � �— ° 1'-1" 1'-1" T.O.W. = 129�-2 3/4 � � \ -� 0 5 OA T.O.F. = 109�-8 9 � T 0 W = 122'-6 — 8 � — — � � T.0 F. = 107' 9 1/2 6 0 � T 0 F. = 114'-2 I M ;� r S4 r S4 � � 'n S6 � �- - - - - - - - - 2 ° Ss I ----------I � � : S4 � � A IT 0 W = 125'-1 1/4 I L — �n °D — J I f , ' _ in � � A J A L� A o � � � . �f , _ � � O I �— — — — — — — — � � � Q s �• N T 0 W = 124'-4 T.O.W = 125'-6 ° - - * — J � ^l � 4 1'-4" 1'-4" 'n : o W ro S4 T.O.W. = 128'-4 1/2 ° � � � � r -1 T.0 F. = 114'-2 10" 3 i� S4 _ � 0 ■� L Q B----------- --- ---- � A � � 1 1/2" � g T 0 W. = 128'-10 T.0 W = 129'-7 1/4 T O.F = 114'-2 T.0 F. = 114'-2 � � S6 J 2 3/4" 11'-9 1/4" 10'-11 3I4� 1'-6" 5 1/4� 7" 15'-7" 10'-7 1/2" 7" � ' C, � C ., � 2'-4 1/4" 2 3/4" 3'-5 1/2" 3'-5 1/2" 8'-7 1/2" 2'-7" 18'-0" 6'-5" 11'-1" 16'-2 1/4" 1'-0" 3'-8 1/2" 18'-0" 1'-8 3/4" � � 8'-9 1/4" 12�-0" 11�-2 1/2" 6'-10 3/4" 11'-Z 1/2" 19'-11 1/4" 17'-6" 17'-2 1/4" 11'-2 1/2" 23'-5 1/4" � � � O � 132'-11 1/2" � W �� NORTH � � O � SPREAD FOOTING SCHEDULE � � FOUNDATION PLAN SCALE: 3 ,6�� _ ,�-o�� p PLAN NOTES TYPE SIZE REINFORCING 5 1 8x10 1 2 G.L � � ^ A 2'-0 x 2'-0 x 1'-0 (3)-#5's x 1'-6 EA WAY i -------------- ------- ----------------------- i — r� 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS B 2'-6 x 2'-6 x 1'-0 (3)-#5's x 2'-0 EA WAY BRACE - SEE SECT. 9/S7 � 1 7'-11 1 2 ' BRACE - SEE SECT. 9/S7 T/'� �� T.O.W.=TOP OF CONCRETE WALL T 0 F.=TOP OF CONCRETE FOOTING. i i v 1 C 3�-0 x 3'-0 x 1�-0 (4)-#5's x 2'-6 EA. WAY � T O DE KING , � � � . 2 TOP OF FOOTING ELEVATIONS ARE BASED ON FlNDING ADEQUATE SOIL BEARING � 2x 0's O 4' 0 . � CONOITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. ; ; � � � 3 STEPS IN TOP OF CONCRETE WALL INDICATED � i ; CONT. 2x10 LEDGER W/ 3/4" 0 x 4" EXP. ANCH's 9 M � � A 24" O.C. �•' •/ 4 CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION � S� ________________5_1J8x10_1�2 G.L____________ — � WALLS UNLESS NOTED OTHERWISE. - 5 CONCRETE FOUNDATION WALLS ARE 10" THICK AND CONTINUOUS FOOTINGS ARE 12" ' BRACE - SEE SECT. 9/S7 ; 114'- ; BRACE - SEE SECT 9/S7 � � � THICK x 16" WIDE UNLESS NOTED OTHERNASE � � � T.O. ECKIN ; � 6 DO NOT SCALE DRAWINGS +s \�+6. � 2x10's O 24" O.0 � � �,+�0 �,+rO � � CONT. 2x10 LEDGER W/ � _3 -2x10 _ ry� �,� i i 3/4" 0 x 4" EXP. ANCH.'s — — O 24" O.C. � 3 -2x10 {� F� 4 S5 1 1/4x9 1/2 VERSA RIM 9 (OR EQUIV.) O FLOOR PERIMETER S5 ra INDICATED THUS, TYP. �,+ � (2)-2x4 O 16" O.C. � BRG. WALL I . � � �+� N � � /� ��s�-9 \ > M T 0. PLYWD. r> � designed by JOE � � drawn by MAB N checked by s. issued ■ ■ ■■ ■ ,,\ti � ��,�+ � � � � � PERMIT 05/21 /04 ----------- � . `ry�� N `� i � � � � i■ � � . i � � � 3 r B PKT. ■ � 1 3/4x9 1/2 LSL IEDGER 0 TYP. �TYP W/ 3/4"0 x 6" EXP. ANCH O 16" 0 C., TYP . NORTH sheet MAIN FLOOR FRAMING PLAN SCALE: 3 ,6�� _ ,�-o�� • ■ PLAN NOTES: � 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS TO BE FRAMED WITH S7UDS O 16" 0 C., TYPICAL, ' UNLESS NOTED OTHERWISE. � � � � � 2 POSTS BELOW ARE INDICATED:■ NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � - - = SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED:B F _ ��a 3 FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN r ` A ``� RA71NG 24 O.C. ^ � 4. (XXX'-X�") INDICATES TOP OF STEEL BEAM ELEVA�ION WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). �OB # 0404-20 �V ■ ■ 5. "O" INDICATES CONNECTION TYPE - REF S1 FOR SCHEDULE. � 6 ALL FLOOR JOISTS ARE 9 1/2" BCI 450 O 16" 0 C, TYPICAL, UNLESS NOTED OTHERWISE. � s+e +s S 9 ��ti 12 8 � ��G�, S� CANT. 6x12 O ENTRY S6 ,po S6 S7 CANT 6x12 ROOF, TYP. - - 4 sT ROOF,�TYP. sr ��F.�� .��L _ S7 CANT. 6x12 `o�:G�'`E • /�y � - ` 0 BRACE � CANT. • � BRACE O CANT. �e Zo � �'�� OO ro CONT. 2x12 LEDGER W � ENTRY p�'� O 6 ENTRY ROOF, TYP. ci, m� � .� . CONT 2x12 LEDGER W/ CANT. 6x12 � 'P�,o ?+ ,1,+ ENTRY ROOF, TYP � ROOF, TYP. ? 'Pi,o ? + �;� � .� 6 (4)-10d NAILS O 16" 0 C. + ti ,�,6 r � � ' 2x12 RAFTERS 4)-10d NAIL S � 1 6" 0 C � ENTRY 4 +s X ry p�• � ' I (EA STUD) 4 +s `�1 p�� p:� N •= N , -" � 24" O C.. TYP. �EA. STUD) ROOF, TYP. ?xs A �o , 2x �o , �od� O � OS` ry �y+ro �,i-6 6 �S cy ° ' ��J\ ¢ ?x6 - x �` �/ �, 1 1/4x14 TIMBERSTRAND 2 p `�W/N��P�� Q C A N T L V L's � 2 -1 3 4x 9 1 2 L V L FxTERIOR HEADERS ARE: 4 (2)-1 3/4x 9 1/2 LVL a ��,7 O � ..�._._ .�.. x6 !� � --------------------X ------------------- — — INDICATED 1NUS,AR PGE P E R I M E T E R �RIMMER ,A D/(1))2x6 6 +�O � ----- ------- -------- - .. . -------------------- ----- - KING STUD EA SIDE 7YP. i`ti � '� ��J�� 6 +s� �� ' 1 1/4x11 7 8 T1MBERSTRAND �+s �' ' ' ' ' ' ' ' ' ' ?+ , 1 30 (12 '-S 3/ 0 rn, , �� S7 � --- - �-----' --------- - --- (OR EQUIV�O FLOOR PERIMETER 126'-11 U N L E S S N O T E D O T H E R W I S E h 6� ' x+s �!2 ( -1 /4 1 1 8 6 I N D I C A 1 E D T H U S, T Y P. 3 -1 3 4x T.0 PLYWD �29_5 'I � Typ. + '• % �_ _(3�=1_3�4x11_7J8_LVL ---------- � � 'L .. . — .._. Z T 0 PL � .._.. .. .. ..�. .._. � Q U o0 C ( r �r s � . , � c� $7 �? � �I V. w? - ---CANT.------------- - ' W 1 x22 11 '-8 3 8 o a� �`�J� O ; � - � �� ---------- -- -------- -- ------- w z •N � o � ---- ----- ------------ a� N Z o0 c� co i � �`l' O Q �A+S O� ( �-1 3�4 11 �8 VL � � � (3� 1 3 4 c 1 7� LV � � �� I (� � J Q � � \ � 6 � � i � cn� N Z C ZZ� I� � cn� ry+ � � ao _ � � T.0 PLWYD. I � ( i n 1 4 16 VL's O 1 " 0 C \ � � � � �' � 3 -1 3 4x11 7 8 LVL------- i 129' 3 X (n F- �I r� � -----��---�-��--�--- i T.O. PL . d' I � Z � � W M X Ni � "; 119�-10 °0 v �INV 1 g �? \? � � I� � L � � lai �� T O PLYWD v 2,' x t� 119' 10 1 2 +s T�'• � � � �� ' S P M }r° � ` J � W J w ,n i Tc T.0 PL ,� 2 1 1 7 8 L � ? � � � � I � v ` � X' s � - ( )-1 3/4 �. �+ T P WYD �� .5 � t�.}.S �, �+� 6+ �'6` � � � M � �/ � ( )-2 �o (2) zX�o �. ; ' , ,% �. ,� �� , � � � �rn Mi . �' ' N rO � � +� � \\� � \\ \ 6 � � _ CiQN 2 �L i Z � �� NT 0 D W � `L �2 ��,% \ ::�, � �♦ ( 16 LU '� ' � ' � ' ) �� I ' 2x10's � 16" 0 C O � N� M � o I (4)-10d NAILS � 16° 0 C �1• �L +sr � `. � > > ; � (3) 1 3 4x � - ^ � � tn N i AND 1 -3 4"� x 4" LAG ,� � O � `-' � I ♦ �} i � ;' 9 1 2 L i � � � I I �; BOLT � 48 0 C I ' � ' � - � ----------- E � � � O� rn , i `. : i� 3 �� L+ 3 � �J ��`• �' � TO PL . 3 -2 0 � � . iQ � p � rnrn pp� � NP, ' �> � ` e`I ' i V � m �� ' TYP. 0 � I S7 �?+6, �N ; ;��`Q TYP � BM PKT : % �`. O • � � � J rn tQi � � � .. � , ^ '� I 24' 4 1 2 .� . ' U) 0.. >..... .S .� .. �� ; S P TS4x4x1 4 �'� '%_ I 0. PL • • T P �• •� � (124'-8 3/4") � --------- % �� BM. PKT. - � �26�_g 129'-2 ONT. 2x10 LEDGER W/ � � � � � T.O. PLYWD (4)-10d NAILS O 16 O.C. _ ; � 1 3/4x5 1/2 LVL's T.O. PLYYVD. 5 g� i ON 2x 0 L DGE W 124'-11 � 16" 0 C. s � AND (1)-3/4"� x 4" LAG O � T 0 PLYWD S4 S4 I ;I I � x 6" EXP. ANCH. � 16" 0 C. � Q F� 4)- Od AIL O 6" .C. BOLT O 48" O.0 (OR 3/4"0 66 Qi X ND 1)- /4" x " G 7 � ' ' 4" CONCRETE SLAB (SLOPED TO S4 INTO CONC WALL) + CONT. 1 3/4x14 LVL I 129' 5 CENTER DRAIN) ON WATERPROOF v i � OLT � 8 C �TYP S4 LEDGER W/ (2)-3/4" 0 ( i � x 6" EXP ANCH's � STE , T.0 PL MEMBRANE ON 1 1/8" PLYWOOD T.0 PL AT GARAGE REINFORCE SLAB W/ M �r i 24" 0 C. CONT. TREATED 2x12 LEDGER W/ � 6x6 - W1.4xWt 4 W W F. �'��NT__ 0 2x1 TR A L DGE N TYP o `-� � -� � � -? T , , , , (2)-5/8 0 x 5" EXP ANCH s � THROUGHOUT. PROVIDE 1" DEEP DECK JOISTS ARE 2x10's "---- _ W/ 3/4 0 x 6" XP. X i i i � � i i i � � � � 24" O.0 I AN H. 16 0. , ' ' ' ' ' ' ' ' ' ' ' ' SAWN OR TOOLED CONTROL � 16" 0 C, TYP � � ''----_,__ � 9 N , , , , , , , , � � � � �TYP I 2 PIACING T 15'-0" MAXIMUM � i i i i i i i i g i � i i r2 _ -'o____ N � � , � � � � � „ � � c I � 2x1 -_ S4 ; i i i i i i i S4 i i i i 4" CONCRETE SLAB SLOPED TO I �� ---_,__ H �Typ , , , , , , , , � � � � CENTER DRAIN) ON WATERPROOF Qp ---___ " ' ' ' ' ' ' I � _______________L__L_-1�1 MEMBRANE ON 1 1/8" PLYWOOD O� 6�,� `` O �Z�—ZX�O O--1__1__L__L__L__L__ --------- � AT GARAGE. REINFORCE SLAB W/ 6x6 - W1.4xW1.4 W W F. �5� Qp`�� AWN OR TOOLED CONTROL DEEP �� Q JOINTS AT 15�-0" MAXIMUM 4 � , r�+�O 6+� SPACING. S4 3 � ■ S4 ■ � � NORTH � �� UPPER FLOOR FRAMING PLAN SCALE: 3 16�� _ ,�—o°� � �' _ Q o �� PLAN NOTES: � 1 INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS TO BE FRAMED WITH STUDS � 16" 0 C, TYPICAL, UNLESS NOTED OTHERWISE. 2. POSTS BELOW ARE INDICATED ■ NON-CONIINUOUS POSTS FROM ABOVE ARE INDICATED � � � SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED 1 � � 3 FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN , • � � O ' � RATING 24 0 C OR 1 1/8" TONGUE AND GROOVE APA SHEATHING, EXP. 1, SPAN RATING 48 O.C. � � �� = 4 (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED) � � O � . 5 "O" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE � � 6. ALL FLOOR JOISTS ARE 11 7/8" BCI 450 � 16" 0 C, TYPICAL, UNLESS NOTED OTHERWISE , , , � O ' F_XTERIOR HEADERS_ARE. I 1RIMMER ,A D/(1),2x66 I ^ KING STUD EA. SIDE, TYP. � � �� UNLESS NOTED OTHERWISE CONT. 2x6 STRUCTURAL �n �� SUB-FASCIA, TYP. � V 1 �{ VV �TYP. � RAFTER & 2x6 LOOKOUTS O 24", TYP � � � Q TYP. O RA R & LOOKOUT BRG. +6 M � c � +�o LOOKOUT BRG. �� _ �• •� �J ��C,s , �y+6 7�_. � �+ .o 'S � I I i � � I � S- - ?+s s �s�, � I I i � � I v A - � „ \ � L— � � � � �� +s i r� +'`ti i � ' _�I 2' _ _ _ _ � � I .y_6 �' � ' � i = � ti � � INV. � c� �r01 V � �",/ -- w S � QK c"v K j I I °� S6 ' J J N /�+ J ' � �SJ L C� > 'I 1� � ?,F�� O ry1 \ i , �?+s .. ..�.. ..�. ..�.�.. . : O � I I 6 � S I; ;� � � I -- - �'O JA K TRU SES 2 C. �`t,+ a I S6 jii� � O (2)-1 /4x11 1/4 � � ' I I I vqC',F � � � I � �i i\ M O M � � I G I � ' , W �,s � j� �� N R+s I RIDGE LINE � � � ss � x RIDGE LINE ��J � � � � RIDGE LINE �Q I� �o v v ry J � � _j i �� i `�j1� j � � GIRDER TRUSS M\ s � A ii T � � 6 3 4x18 L OR 8 3 4x1 1/2 .L. 1 � � �� M� �� ( ROPPE ) O� PR -MAN FAC RED S ISSOR � � �� PRE-MANUFACTURED PR -MAN FAC RED S ISSOR JOE ; ;� k�� SCISSOR HIP TRUSSES TR SSES 24" O.0 designed by �� + TR SSES 24" 0 C. � , , � I PRE MANU ACTU ED SC SOR � � .� �`b � � �, , • �� -- M A B TRU SES 24" C. � `� �+'��` �` � L`y1 I Ij � ��+ Q TYP. � RAFTER drawn by �; ; + • i i i� � LOOKOUT BRG. checked b 2x6 L00 UTS � 24", TYP �i i x' � �� ?�"6' I � �� i� y ' ' 1� ( RIDGE LINE I I �� I S S U@ d �� \ � `�' S� � ,p ♦ � +6 -y.6 2J � �� I 1�(] � � O � \ \ I I 1 CONT. 2x STRUCTURAL I � �OO � OO , � N `F I' `�,, 2+6 `�, )-1 �+s � � �; ;3 S U B-F A S I , T Y P. "- ' - �� ; ; � ; I� ^ S' W 1 4 x 2 6 O R (3 -1 3/ x 1 8 L ' ' W 1 4 x 2 6 OR (3 -1 3/ x18 L PERMIT 05/21�04 � � � ,� r� 2 - 3 4x --- -11?- �--- � � i d i �� 9 LVL -- � - �� I I li i M ' M I iM + J � � �) � I I Ii i v�i y -F r -- � I — — --- -- � -- -- � � � ,,ti+6 __j� ; i I �I � Lti1 � '� I I I I PRE— ANUF CTUR D S I SOR i � N J�� , EXTERIOR HEADERS ARE � N� � N � �N � ��• TRUS ES O 4" 0. . � �� +6' L (s)-2X�o�s w/ (�)-2Xs �� ' ~ � ` � TRIMMER AND (1)-2x6 _ � ' S6 ' � I � �,�J` M r CONT. 2x10 LEDGER W/ � � � � Z KING STUD EA. SIDE, TYP � 'Pi,oQ?+ � (4)-10d NAILS � 16" 0 C ' 3 2x10 I I � N � UNLESS NOTED OTHERWISE (EA. STUD) 3 -1 4x 9 1/2 L F,� N � z � o I os'r I I � �' � , `L+6 `� .-. _ N �TYP. O RAFTER dc '4� � � G rl,+ a °wa �� J� �ry+rO �ry+�O ��,+rO a � LOOKOUT BRG. �`L+6 r� Q��' 13 ? L o X 6 6' PRE-MANUFACTURED `�.1 `�1•1 Lh1 + �+ � �c o MONO SCISSOR TRUSSES �' Sg ' � � ,y� Q� ° � " � � 24" O.C. - - � - - - - sheet NORTH 0 z Q z z p +6 +�O ROOF FRAMING PLAN a a a ti ,�. SCALE: 3 16" = 1'-0" U U � - - - - � .� L L �, -� • QO� QO`� �°' � W � W �`T J� .. a a PLAN NOTES: �+� �+� � o � o � � +s y 1 INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: � TO BE FRAMED WITH STUDS � 16" O.0, TYPICAL, UNLESS NOTED OTHERWISE � ° TRUSS ° TRUSS � � 2 POSTS BELOW ARE INDICATED:■ NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED � ~ . = SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED 1 Z z z Q a Q � V U � _ 3 ROOF SHEATHING IS 5/8" APA RATED�SHEATHING, EXP 1, SPAN RAl1NG 40/20 � � � � , � , , i i O� Q�� ' Q � 0 �� . 4. " Q " INDICATES CONNEC110N TYPE - REF S1 FOR SCHEDULE. �+� �+ 5 ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED) �JOB # 0404—20 6 ALL ROOF RAFTERS ARE 2x12's � 24", TYPICAL, UNLESS NOTED OTHERWISE. 2x6 STUDS � 16" O.C. W/ (1)—#4 CONT. HORIZ. 4" CONCRETE SLAB ON WATERPROOF 1/2" PLYWD. OR OSB �� 127'-0� MEMBRANE ON 1 1/8" PLYWOOD AT IN 2CONT. TREATED' RIPPED„2ox F� SHEATHING 2x6 STUDS � 16 0 C. W/ T.O. SLAB GARAGE. 1/2" � x 10" A.B.'s � 48" O.C. rr 1/2" PLYWD. OR OSB � � 2x6 STUDS � 16 O.C. W/ SHEATHING �26�—$ 3" STONE & MORTAR BED IN CONT. TREATED 2x6 F� �/3� T.O. PLYWD. s a < ° " < � Q,4, .e..... ti/ � 1/2" 4� x 10" A.B.'s � 48" O.C. 1/2" PLYWD. OR OSB • • , ------ --- 129'-7 1/4 .l �~�.��G� •'?'�'' �'i � IN CONT. TREATED RIPPED 2x R SHEATHING 1/2" � x 10" A.B.'s � 48" O.C. �26�-5 � 2 �29�-5 a T'�'W� ``-'� � ¢ ,_ I R T.O.W. � `i��i i i� � T.O. PLYWD. a � ° �:� c� •;z a � } „ , .o,��o�� , � o . � � _ 1 1/2 GYPCRETE, TYP. IN CONT. TREATED 2x6 i r�i�i� � 4 o�>d • ° N 1/2„ � x 10" A.B.'s � 48" O.C. 127'-0 �%�� a �C TYP. 129 —2 3 4 0, I� ��d �\\�\�\\�\\� o�:'gwi� �`�� Q IN CONT. TREATED 2x10 '� 2'—� �� T.O.W. � �' ' ' � '' 'l '' '' '' ••••�" " � R T.O.W. e . . • • � Di��i��i,,.% �� Q � , #4 DWLS x a a � i�\� � n � 119'-10 1 2 —————— ——— 119'-10 ° Ca1 24" O.C. _� a ; #5 s VERT. � 16 O.C. T.O. PLYWD. T.O. DECKING I ,,o,, � N , a , �i��i��ii��i��i�,`• ° 1 3�4x14 LVL�s � 16" O.C. „ a 119 -8 1 4 A �%��.� , , „ 11 7/8 I—JOISTS �� ° PER PLAN D TYP. , a q� , ND TYP. T,p,W, p�i��%�� #5 s DWLS x 6 -0 C�? 16 O.C. a LVL BM. PER PLAN #5 DWLS x o J , �/°�� o e 1/2" 0 x 10" A.B.'s C�D 48" O.C. ,, #5's CONT. HORIZ. � 16" O.C. p a a � 16" O.C. � � � a DECK JOISTS PER PLAN IN CONT. TREATED RIPPED 2x F� 2 ��2„ 2 ��2�� ° PROVIDE TREATED 2x a �� rn c� N 11 7/8" I—JOISTS �_� ��y PER PLAN CONT. 2x10 LEDGER W/ 3" STONE & MORTAR BED , a BRG. BLOCK, TYP. , 10 rn o 0 ° (2)-5/8'� � x 5" EXP. ANCH.'s ° ° ° � z � � � a , Q ____�__ a ° (2)—#5's CONT. HORIZ. #5's x 2'-0 TRANSV. U � � o �� , o � 24 O.C. 124'-11 ° , °° a � 24 O.C. Z � z r� � TOP & BOT. T.O. PLYWD. » ��° � v o � � ° 1/2" EXP. MAT'L, TYP. 5 a 5 (5)—#5 s CONT. LONGIT. � vi W� #5's VERT. � 16" O.C. ' 2" CLR. ° � 2" CLR. �� g ° Z � � �oa . \//\\//\\i/\\i/\\i\'° ' I e �� 124—3 1 4 � < 4" CONC. SLAB PER PLAN v � �� a°o �� ,��,��` #5 DWLS x o T.O.W. ° I� d 114'-6 - j � #5's CONT. HORIZ. � 16" O.C. � , `rr``�� 16" O.C. � L � T.O. SLAB ° � N � � d- ' � 5's VERT. � 16" O.C. ° °a 1 1/2" GYPCRETE, TYP. ' ° 114'-2 rn 1 3/4x5 1/2 LVL s # � � Z � ° � �� `° ° EA. FACE � ° ° T.O.F. �. a a 1 -3 � 16 O.C. � �" �' � a , : � � oo rn� a a a a ___________ 0. v a d (2)-#5's CONT. HORIZ. #5's x 2'-6 TRANSV. a e --- 116 -9 ,�_ �� a a o � � � � a , T.O.W. ��o� < , '�' � v .- TOP & BOT. �� ° � � I I ° ° C� 24'� O.C. i ° � . �TYP. • 116'-6 3 4 ��o ° � ° ' ° < ° � x p � � 1 2" EXP. MAT'L TYP. d � (5)-#5's CONT. LONGIT. o � T.O. STL. /Y U m v °^' °^' � , „° • � $�� „ �•_p�� PERIMETER DRAIN PER �;'� � o �° Q e A a U SOILS ENGINEER �. N a ��v ,� 4" CONC. SLAB PER PLAN .. < � ° ALL BM. PKT.�s ARE 5" ' � 110'-0 aa INTO WALL, TYP. a a I—JOISTS PER PLAN M 2 -6 d 4 � f � T.0 SLAB a a `" �09�_8 ' , STL. BM. PER PLAN 3 da SCALE: 3 4" = 1'-0 � �,, � � n • ° T.O.F. ° ° ° a a S4 � m . „ PROVIDE 1" MIN. SHIM & � 2" � x 10" A.B.'s � 48" O.C. �� Q d e � ° 5�� 5„ 2x6 STUDS � 16 O.C. W/ � �� #5 s CONT. HORIZ. C�D 8 O.C. < NON-SHRINK GROUT, TYP. � PLYWD. OR OSB /�/�/�/� � � IN CONT. TREATED RIPPED 2x f� 1/2" .�,��\��\ q a � a e a I \�\\ a d a a a , a EA. FACE e, a a , Qa 1 1/4x11 7/8 LSL LEDGER�� W/ SHEATHING #5 DWLS x o � ��_��• ��» ��_�� PERIMETER DRAIN PER Q (c� g" O.C. � a a (2)-16d DRIVE PINS � 24 O.C. 130'-0 rL SOILS ENGINEER � � I T.O.W � 1 -7 1 1 2 GYPCRETE, TYP. � �`' � � „ , ' , ' ° , , » o�d��%��,�` IN CONT. TREATED 2x6 3 -0 a # „ �58 O.�.x � T.O. .PLYWD. ----- -- : � \�\�\�\�`�, 1/2" � x 10" A.B.'s C� 48" O.C. a < 5 s x 3 -0 TRANSV. � a I R C�1 24 O.C. � /// / / � 9 SCALE: 3/4" = 1'-0" N � I ��%�%�� - CONT. TREATED 2x10 LEDGER W/ a a � a 6�� 129 -2 3 4 1� �o,�� < T.O.W. f � S4 (2)-5/8c xx 5" EXP. ANCH.'s � d (6)-#5's CONT. LONGIT. 1/2" EXP. MAT'L, TYP. °� � 2x6 STUDS � 16" O.C. W/ 24" O.C. ,, ° � 1/2" PLYWD. OR OSB 1 1/2" GYPCRETE, TYP. � � a , 4" CONC. SLAB PER PLAN a _ „ „ , „ SHEATHING < , v ° � , 108'-1 1 2 11 7/8" I-JOISTS 9a ° #5's DWLS x 3'-0 C�➢ 16" O.C. � 1/2 4� x 10 A.B. s � 48 O.C. � �__ a - � IN CONT. TREATED RIPPED 2x F� 116 -9 ---- `� , ° ° T.O. SLAB PER PLAN ,r..� 107'-9 1 2 � a a ° � 4 e 1/2'� � x 10" A.B.'s � 48" O.C. T.O. PLYWD. � � 3" STONE & MORTAR BED IN CONT. TREATED 2x6 P T.O.F. _ ° d c � � I-JOIST BLKG. � 24" O.C. � O �TYP. ' � � ° p a ° � �'��° IN FIRST JST. SPACE W/ ° # � �� ____�__ 125'-1 1 4 ' ° ° � � d �a ° d i�\r��\\/�\ (5)-8d NAILS INTO EA. 5 s VERT. � 16 O.0 � / .� - ° ��o', 124'-11 ° � T.O.W. ° a ° a� � e ° , �i,�� PANEL, TYP. ° T.O. PLYWD. �I ° -�—� � � � " - � d e� � 5's CONT. HORIZ. � 16" O.C. a d � � 16" O.C. _� 'S"'� rtl �J � 9 1/2 I JOISTS #5 DWLS x o� � J # • — �,,,� � � � a� � �i��i��i�� PER PLAN , , „ , „ , .� � 10 , ( ii��i�i,,% 1 -6 1 -0 1 —0 d a o �� . , 124—3 1 4 i� r��r��' #5's x 2'-0 TRANSV. � � T.0.W. 4 �i,,.� < � , „ _ � , 3 -6 (2)—#5�s CONT. HORIZ. 5" 5" � 1 3/4x5 1/2 LVL's ° °a TOP & BOT. ° a C� 24" O.C. � � � � 16" 0.C. ` , a a . 5 SCALE: 3 4" = 1'-0" � 1/2" EXP. MAT'L, TYP. a � (5)—#5's CONT. LONGIT. Q a d 4 S4 a � � � ° � � #5�s VERT. � 16" O.C. „ 4" CONC. SLAB PER PLAN � � '� e 2x6 STUDS C� 16 O.C. W/ � � � ° ° 1/2" PLYWD. OR OSB 114'-6 � • � � #5 DWLS x o I SHEATHING T.O. SLAB ° �a ° N 114'-2 � #5's CONT. HORIZ. � 8" O.C. °a � 8" O.C. � � ° < ° T.O.F. � � _ � ° 1/2" � x 10" A.B.'s � 48" 0.C. ��•��•'�•��, ' � " ° � ° o a e a 10" IN CONT. TREATED 2x6 f� �`�%�i��%�� ° e a ° a a '� � �- - � d (2)—#5's CONT. HORIZ. #5's x 2'-6 TRANSV. % ° ° ' `� � ° � 24" O.C. 128'-4 1/2 ,� �°� � d — 4 a TOP & BOT. e a � I T.O.W. � � ,� � � 5 — 5's CONT. LONGIT ° I� U 8" 10" 1'-0'� PERIMETER DRAIN PER � 1 1/4x9 1/2 LSL LEDGER W/ 1/2 EXP. MAT L, TYP. � � # �I' � _ 2,_6„ SOILS ENGINEER (2)-16d DRIVE PINS (� 24" O.C. ° ° �/�� a J \/\\�j\\/\Q/�\��\i�� 5r' S»� n ' d � d a \\\\\\\ — ° 4" CONC. SLAB PER PLAN �� M �� " , 2 SCALE: 3/4 = 1 —0 1 1/2 GYPCRETE, TYP. , 110 —0 � � #5's' CONT. HORIZ. C�D 12" O.C. �%�°� d a N S4 �� ' � - � T.O. SLAB < ao Q a o 109'-8 a d e #5's VERT. � 16" O.C. N CONT. TREATED' 4x�4 R" O.C. 116 -9 ---- - T.O.F. (1)-#4 CONT. HORIZ. T.O. PLYWD. , �`%�`%�%�` ° � a � , ° � ° � ° a . 4" CONCRETE SLAB ON WATERPROOF .�,�� . � „I � ° ° �� a A 1 � CONT. TREATED 2x12 LEDGER W/ °� a • 129'-6 MEMBRANE ON 1 1�8" PLYWOOD AT ° ° '� ° (2)-5/8 � x� 5" EXP. ANCH.'s � T.O. SLAB GARAGE. a 24" O.C. 6 ° 129'-2 a �� ° ° " ° a � 1'-1" 10" �'-1" PERIMETER DRAIN PER �� a 9 1/2" I-JOISTS ° . � SOILS ENGINEER 1 1�2 GYPCRETE, TYP. T.O. PLYWD. PER PLAN - �"� 5'a 1Z8'-9 1 Z °Q , "� , „ a T.0.W. �� ea al I a 3 —o �24'-4 � 2 ------ -- 2,_0 '��,',�� t Qo rrn. designed by M AB I—JOIST BLKG. � 24" O.G � 7 SCALE: 3/4" = 1'—a" T.O. PLYVIID. a IN FIRST JST. SPACE W/ � ° � Q �4 DW O C o a a drawn by (5)—8 d N A I L S I N T O E A. S4 � (�p n p. o PANEL, TYP 1/2" � x 10" A.B.'s C� 48" O.C. � N checked b y IN CONT. TREATED 2x4 R ° � issued � Q 1 3/4x16 LVL's � 16" O.C. � P � #5's VERT. � 16" O.C. (1)-#4 CONT. HORIZ. 4" CONCRETE SLAB ON WATERPROOF 11 7 8" I-JOISTS � . � (SLOPING) PERMIT 05 2� �4 a � #�5 s VERT. C�D 16 O.C. • � °� d° 127'-0 MEMBRANE ON 1 1/8" PLYWOOD AT , PER P�RN . ° , , GARAGE. � � � � � #5 DWLS x o T.O. SLAB ° #5 D�IVLS x o #5's CONT. HORIZ. � 16" O.C. , a � 16" O.C. � 126�_$ a d a � 12" O.C. � �56DW0 C.X � ^ #5's CONT. HORIZ. � 6" O.C. ° a 10„ T.O. P LYWD. e ` � � ° 10 � 5 5 � „ ,� � ° . ° 126'-5 1 2 < 1'-2 � , (2�-#5�s CONT. HORIZ. < #5�s x 2'-0 TRANSV. T.p,W �a a ' � #5'S x 2'-0 TRANSV. , , . „ o��•��y�� a (2)-#5 s CONT. HORIZ. a � 24" O.C. #5 s x 2 -10 TRANSV. ° ( ) # TOP & BOT. ,a � 24 O.C. �o �� , ' � 24 O.C. 2 - 5 s CONT. HORIZ. �� TOP' & BOT.' ' \�/\� 4 a d " a TOP & BOT. 1/2" EXP. MAT'L, TYP. , (5)-#5's CONT. LONGIT. 4 DWLS x o-0 \\\ a a # �� — 1/2" EXP. MAT'L, TYP. �� (5)-#5's CONT. LONGIT. 6 5's CONT. LONGIT. 1/2" EXP. MAT'L, TYP. � 24 0 C. ^� - ° � �-� e 4" CONC. SLAB PER PLAN N � a 4" CONC. SLAB PER PLAN � � � a 4" CONC. SLAB PER PLAN ° � � � 1 3/4x14 LVL's C� 16" O.C. � e ° � sheet 110'-0 < - d � 114'-6 - v < 114'-6 ,L T.0 SLAB " ° ° ° N 109'-8 LVL BLKG. PANLES � 24'� O.C. T.O. SLAB � e a N � �7 � r� i� aa a a aa ' ° T 0. SLAB e e e ��4—L ��4 —L a e a T O.F. a IN FIRST JST. SPACE W/ (5}- ° ' ° p �•�•F• T.O.F. ° a ° a � ��,��,��, a < a a , o < 8d NAILS INTO EA. PANEL ��,��, �, a o - � //��/�///�///� a d �/�/�/�/ ° d ° � O Q � a � a e e a !��/��//�//��/ .\//\// o d a � n a � //j/// e d e .— .� ° d a \\�'� \ \\\ . � ��i\\�\� a ° e � � a a d /�/�/��//� \ \ d � . \�\, „ a e a 1 1/4x14 LSL LEDGER W/�� ' �!� _' a a � ' �° ° a°' e e, a r�`i _ ��, A � (2)-16d DRIVE PINS � 24 O.C. � � ' � � �� » � ,. PERIMETER DRAIN PER d ° � � �� , „ , " „ ' „ � � � 8 10 1 -0 REF. SECT. 5 S4 FOR � 8 10 1 -p PERIMETER DRAIN PER pERIMETER DRAIN PER 1 -6 10 1 -0 � SOILS ENGINEER � SOILS ENGINEER - - � a WALL AND REINF. INFO. , r,,� SOILS ENGINEER 3�-4" i� * - 2'-6" ° 2'-6„ 8 SCALE: 3 4" = 1'-0" 6 SCALE: 3 4" = 1'-0" 4 SGALE: 3 4" = 1�-0" 1 SCALE: 3 4" = 1'-0" JOB # a404-20 S4 S4 S4 S4 � 2x6 STUDS � 16" O.C. W/ 1/2'� PLYWD. OR OSB SHEATHING � 1/2„ � x 10" A.B.'s � 48" 0.C. � - � IN CONT. TREATED 2x6 F� 1 2" EXP. MAT'L, TYP. - - / ,��t,`��•�•�• �'�iji� �r c� :�N •.�� o ��° :"' c°v F " � 115'-0 � ' — � _ � T.O.W. � 4" CONC SLAB PER PLAN 2x6 STUDS � 16" O.C. W/ �� T- a� 1/2" PLYWD. OR OSB °o:;d N o� N � �I 114'-6 4 4„ REF. SECT. 3/S5 FOR SHEATHING 6d'•:'�WIN .• 5�' � - o o�� ° �° � Od T.O. SLAB � a , TOP OF WALL CONDITION �� ' �� •••"•"" Q , � �'./\�\j/\j\�j�j a d d a e d » n � n \\\\\\\ a a 1/2 EXP. MAT L, TYP. � � � �� Q 5„ �„ REF. SECT. 3/S5 FOR #5's VERT. C�1 16" O.C. 1/2 0 x 10 A.B. s � 48 O.C. �o� ° TOP OF WALL CONDITION #5's CONT. HORIZ. C� 12" O.C. °j� ''%�%�'%�'%�% IN CONT. TREATED 2x6 F� 4 CONC. SLAB PER P rrrr e ° ��//�/i e � # r n , a #5 DWLS X O ' a4 �� 5 s VERT. C� 16 O.C. a 110 —0 � �� #5's VERT. C� 16" O.C. „ #5's CONT. HORIZ. � 16" O.C. ° ° � 16" O.C. � T.O.W. & �, e °° � _ a #5 DWLS x o � a a �, � T.O. SLAB \ \�\ a �� ° -0 - � � � ' ORIZ. � 8'� O.C. a Ca? 6" O.C. � 9 ,, �\�\o\i�r a � a � � • � � � c� � #5 s CONT. H Q � ./�i�/�i��j a - . ° ° ° 2 5's CONT. HORIZ. #5's x 1'-6 TRANSV. �`�°`%`�i;`�i ° <° N °z o�o cD co 5,� ,� �58D O.C.x � „ 1'-2 (1'-9 � SIM.) T P & BOT. a C� 24" O.C. ��0�`° U � � ° rn rn � ' 10" (2)—#5's CONT. HORIZ. ° #5's x 3'-1 TRANSV. , , d� � e 8" T H I C�E(� �L A B Z ° TOP & BOT. a a � 24" O.C. � a (5)—#5's CONT. LONGIT. EDGE W 2 5's � z r� ►� . ° CONT. HORIZ. (L/j � � � rn rn H� n n f— W n�1 � a' ° #5's x 2'-0 TRANSV. a 5's CONT. LONGIT. � � ° � � 5 8 Z � `n '`� x (2)—#5 s CONT. HORIZ. (6)—# , „ a a � � < � o0 o a TOP & BOT. � 24 O.C. PERIMETER DRAIN PER c� , Q •� o _ r� � � °< ° SOILS ENGINEER - ' � � 00 J v`� (5)—#5's CONT. LONGIT. � � � N SEE PLAN � � , a a PERIMETER DRAIN PER 4 c� SOILS ENGINEER -^1 ° ° T.O.F. ° � �rn PERIMETER DRAIN PER J e d _ a Z � � d `v �O�'—O p O d O � � a � � e N00 � � SOILS ENGINEER � � U °� ° � _ T.O.F. a ° � ° , „ U � `n ''� � a N a e , , , a a a a o (102'-0 � SIM.) ° � , # � �- � 00 � a� a ° ° 5 s VERT. � 16 O.C. � �n � `— , � SEE PLAN °�. ° �< a " ° _� � � � x d- � �$ , T.O.F. < . � � #5 DWLS x o � � o� � rn rn d d O d d e aa 4 e � Qn Qn Q�� , Q V CJ V �� 8 e a � #5 s C O N T. H O R I Z. � 8" O.C. � � � 8" O.C. � � � p J o x e ' � � � 1\ Q ��—�� 1'-9�� a �0�� (A d >w n a 2r—Qn a a a (� � � � � (�'—s � (s" � (�'—s � siM.) , � v 8" � 10° 1�-0" SIM.� SIM.) � 5 � , • � � � � SCA'LE: 3 4" = 1'-0" TOP &5'BOT.NT. HORIZ. a �5,24x o2'CO TRANSV. = � 3'-7" (4'-0 � SIM.) S5 , „ , ° °a (5)—#5's CONT. LONGIT. 11 2 -6 SCALE: 3 4" = 1'—O" $ SCALE: 3 4" = 1'-0" � I a � e � S5 S5 �, 4„ REF. SECT. 3/S5 FOR PERIMETER DRAIN PER � � TOP OF WALL CONDITION SOILS ENGINEER , - N ° � #5's VERT. � 16" 0 C. SEE PLAN , 4 REF. SECT. 3/S5 FOR , �� a a _ T.O.F. � REF. SECT. 3/S5 FOR TOP OF WALL CONDITION ° a 'a ° °� ` TOP OF WALL CONDITION 4�� '° � e - " 4" #5's VERT. � 16" O.C. #5 DWLS x o � a � � �° � � 4 #5's CONT. HORIZ. � 8" O.C. , � 8" O.C. ° ° ° � - #5's VERT. � 16" O.C. , a � � � d n a � ° #5 DWLS x o ° ��-3 , #5's CONT. HORIZ. � 12" O.0 � #5 DWLS x o #5's CONT. HORIZ. C� 16" O.C. � 16" O.0 —' 8" 10" 1'-0" < ' ^ � 8" O.C. � a � (2)—#5's CONT. HORIZ. a . #5's x 2'-6 TRANSV. � _ � `r �� a e �'—g TOR & BOT. a � 24 O.C. � 2'—6" � 9" 2 5's CONT. HORIZ. ° � #5's x 3'-6 TRANSV. � (5)—#5's CONT. LONGIT. � , tr #5's x 1'-6 TRANSV T P & BOT. � 24 O.C. � � (2)—#5 s C O N T. H O R I Z. , � 2 4" O.C. „ a 2 TOP & BOT. , � SCALE: 3/4" = 1'-0" Q O , , (7)—#5's CONT. LONGIT. PERIMETER pRAIN PER � a " � S5 a (5)—#5's CONT. LONGIT. a SOILS ENGINEER ' - � a � � � a � � � N 9��—� PERIMETER DRAIN PER $ v T.O.F. � 'S"'� rtl PERIMETER DRAIN PER g i SOILS ENGINEER - o °a ° � a , ° , 0 2x6 STUDS � 16" O.C. W/ � �"'� � , SOILS ENGINEER , - � N 101'-0 A ° ° _I `''�• e 1/2" PLYWD. OR OSB � Q� �� N SEE PLAN � T.O.F. , � a , °a � � SHEATHING a � O ` o� T.O.F. a Q ` a ad e de e , a O d • � � I � � a e Q <_ e �I �t A AO n � � 0 d O e a I d � � � » n r » �/Zn 1� X �� /-1.6.,$ � YUn �.1. � ° a � e � ° , < a i � -2 $ 1 -2 IN CONT. TREATED 2x6 P � O a � a a a a a _ M 115'-0 � � � r••� � �,—g„ g» 1,_g�� 3'-0" , � $„ $„ 8�, � i T.O.W. � •� U = � ;� 4�_0» 4 SCALE: 3 4" 1'-0" � � » S5 ° < J %/�/�//� .� � a ��, � i� O�O�� 2 —0 7 — a \/\\/\\ 10 SCALE: 3/4" = 1'-0" SCALE: 3 4" — 1�-0" ° � �� _ � 2x6 STUDS � 16" O.C. W/ � S5 1/2" PLYWD. OR OSB a �` , � . S5 SHEATHING � � C� , 2,—� � �� » � �� 1/2" EXP. MAT'L, TYP. 4 DWLS x � 4" CONC. SLAB PER PLAN #4 DWLS x � 2 —� 4" CONC. SLAB PER PLAN ��2 0 x 10 A.B. s � 48 O.C. d � a � 24" O.C. -� � � 24" O.C. N� IN CONT. TREATED 2x6 F� 4" CONC. SLAB PER PLAN � � N SEE PLAN SEE PLAN � � 108'-1 1 2 T.O.W. � a a ° �. ^ T.O. SLAB a a �--� 114—6 4 T.O. SLAB a ° � � a, , � T.O. SLAB d da ° a / �a a � a� � � o0 5„ 5„ � � 113�-10 ° - � 107'-5 1 2 a � ��iio�\iio L A � � d .�,�O��O�� a � e i//\\� �//\�/ e ��\�� //�//�\%a 0. n � � T.O.W. r�r ii. T.O.W. 0-fYP. ��i�� '':\i 1/2 EXP. MAT L. TYP. e ��o\��o`� �— (1)—#4 CONT. HORIZ. �/\\�� (1)—#4 CONT. HORIZ. i o r��i �,� ' 8" THICKENED SLAB „ o d . ,° ° , °a EDGE W/ (2)—#5's 4 CONC. SLAB PER PLAN d ° e e a ' DECK JOISTS PER PLAN , , a CONT. HORIZ. 110'-0 ° ° 5" 5'� 8" T.O. SLAB � �. � a a ° ° CONT. 2x10 LEDGER W/ 4, 4; ° (2)-5/8" � x 5" EXP. ANCH.'s �� ° ilr n ° � � 4 � � � ♦ ♦ � d 4 C� 24 O.C. e I a �''��'%��'�'% ° °° designed by JOE ° ��,��o� a a � //�\/� a M A B �� , , drawn by ., ��`�� ,.�%%`%°`%`o ° ° checked by ��\��\�\�\�\� �\\�\�\� d � a �+ ° \��0�� d ��%�%��i � . ,� Q _ a I S SU @ d �,�i\% a � �,,�� ° � �� #5 s VERT. @ 16 O.C. ° #5's VERT. C� 16" O.C. #5 s VERT. � 16 O.0 A 4 #5's VERT. C�D 16" O.C. d a PERMIT 05/20/04 '° a a #5 DWLS x o ° • #5's CONT. HORIZ. C� 12" O.C. � #5 DWLS x o #5's CONT. HORIZ. C� 8" O.C. a° , � 8'� O.C. � #5 DWLS x o #5 D WLS x o a � 8" O.C. � #5's CONT. HORIZ. � 16" O.C. a � 16" O.C. � ° � � #5's CONT. HORIZ. � 16" O.C. a � 16" O.C. � a ° 1 —3 < a 9�, a , a �p„ 1'-1 ° � , , (2)—#5's CONT. HORIZ. #5�s „ 2'-6 TRANSV. , � � � (2)—#5's CONT. HORIZ. � #5�s x 1�-6 TRANSV. � #5 s x 1 -6 TRANSV. C�? 24 O.C. � #5 s x 2 -0 TRANSV. „ (2)—#5 s CONT. HORIZ. ° (2)—#5 s CONT. HORIZ. TOP & BOT. ° � 24 O.C. TOP & BOT. a � 24" O.C. TOl� & BOT' a � TOP & BOT. � 24" O.C. , (5)—#5 s CONT. LONGIT. d ° (5)—#5's CONT. LONGIT. , (5)—#5's CONT. LONGIT. a (5)—#5's CONT. LONGIT. a � � < � a � PERIMETER DRAIN PER d ° cJi a � PERIMETER DRAIN PER a v PERIMETER DRAIN PER � SOILS ENGINEER - . SOILS ENGINEER , N SOILS ENGINEER - `y a U N a ° SEE PLAN N , sheet a a°a 102'-0 a 97'-0 � e a T.O.F. a 104—0 � ° T.O.F. � T.O.F. ° ' ., o ° < , T.O. . � � a w d d • a w � Q e ^ e e � � � a � �Q � d °a e aa � ° a a o ° o � a a ° p n e w . a � I e � o . d° d i � ° o d � a � � ° � a � ° G a a � a d ° d ° a , a e � , � J r » n r » � ��—�" $�� 1�-6�� $„ $n 8» � 1 -1 10 1 -1 U g„ �p„ 1'-0" PERIMETER DRAIN PER � � SOILS ENGINEER J . M ``� , �, 31—�� , �, � 3�_2°� 2 —0 2 —6 g SCALE: 3 4" = 1'-0" 6 SCALE: 3 4" = 1'-0" 3 SCALE: 3 4" = 1'-0" � SCALE: 3 4" = 1'-0" JQB # 0404-20 S5 S5 S5 S5 �. (3)-10d NAILS INTO SOLID BLKG. BTWN. � . EA. LOOKOUT, TYP. LOOKOUTS � BRG., TYP. (3)-10d NAILS INTO SOLID BLKG. BTWN. �� 3y ~ _ EQ. EQ. �`�Q.•'��E " �''�`9,1',,� o EA. LOOKOUT, TYP. LOOKOUTS � BRG., TYP. ��`' � ' Q c°v . w EQ, EQ. �e2' � �z ._.. ` � 2x6 STUDS � 16" O.C. � � � o•:> �� N , � �b/i��l� a � ]., � I vQj •��se p• � } . � �' °Q� ` � . z � �' • 1/2" � x 10" A B.'s � 48" O.C. 2x6 STRUCTURAL IN CONT. TREATED 2x SUB-FASCIA, TYP. DRYWALL NAILER 2x6 STRUCTURAL 2x6 LOOKOUTS AS REQ'D, TYP. SUB-FASCIA, TYP. ��p'-p 110'-0 �L _ Z POST PER PLAN T.0 SLAB � ,, ° ° a a T O.W. � � � 24" O.C., TYP. 2x12 RAFTERS PER PLAN 2x6 LOOKOUTS , � _ ° .a �I `a v� c� °N° ,� � 24" O.C., TYP. TRUSSES PER PLAN � � � � � � �- � Z � � � 2x6 STUDS � 16 W/ �� B OR Q � 1/2" PLYWD. OR OSB 2x6 STUDS C� 16 W/ :\//\%\% ,�i�oi� $�, 1�2» EXP. MAT'L, TYP. U � � o o°o a°o SHEATHING 1/2" PLYWD. OR OSB ( �� \\/ Z � wUrnrn „ , „ SHEATHING � � a 4" CONC. SLAB PER PLAN w � z o� � SCALE: 3 4 = 1 -O 13 $ �. � ,� ,,�o r��i��` o��i��i�i��. THICKENED SLAB ° n a 108�-1 1 2 F�- � w.�.-. S 6 SC ALE: 3 4 = 1 -0 �%!o%%%� �o`�`o`�`,o`' , EDGE W/ (2)-#5's " T.O. SLAB Z � o � o xQ \�\�\/�\� I I �/�/�\%\� a \Q//�\��\�� //\\�/ S6 Z �,�o\� ��! CONT. H ORI Z. a A J �L � � � �� SEE PLAN � I I 12" � CONC. PIER � i`i`�i��%�� RAFTERS - z a' a �� :, � � 2x BLKG. BTWN. RAFTERS, TYP. FOR RIDGE - � � �� ii rn CONN. TYPE � 00 � �I „ n i��/ Z � r , " HEADER BM. , , ' 4 4 4 O � 5/8 PLWD. SHEATHING M Q - � I � ; o , , °< � U Ninr°') �j RAFTERS 2 O � 0 ''� (2)-#5 DWLS x � °o d � � � � � PER PLAN � ' I � -'-' o � � � I I „ U m � —' 3Q I I 6 a 4', � O I I (IF PIER HEIGHT EXCEEDS 4'-0, � ^^ � -'� � arnt��. I I -' , I , I H�IGHT>OF p�ER�T. BARS FULL a �n n- >w O L O o _ � � _ #5's VERT � 16" O.C. '' II RIDGE BM. I I � ` _ _ " � O VALLEY BM. VALLEY BM. I I ° • - (HIP BM. SIM.) (HIP BM. SIM.) - SEE SCHED. FOR REINF. a o- #5�s CONT. HORIZ. � 16" O.C. I I , � EQ. EQ. � 6x6 POST BEAM PER PLAN �O L � � RAFTERS I I 1�� 548�O.C. IN �� 2 -0 L a J � � � 6" � (USE � BOT.) � / , �� _ > » 16d NAILING SCHEDULE (.162" � x 3 1/2" HAND-DRIVEN) � ' � NOTE: FOOTING DEPTH DETERMINED °�� (2)-#5's CONT. HORIZ. � 12 SCALE. 3 4 - 1 -0 � � S6 MAX. L 10 2O � I I MAINTA�INIMMAXIMUM �SLOPENOF OO11NG 102'-0 �_ TOP & BOT. � � 4'-0 (3)-16d (2)-16d EA. SIDE (2)-16d EA MEMBER T.O.F. � � L� _ _ _ � � p d A 6'-0 (4)-16d (3)-16d EA. SIDE (4)-16d EA MEMBER °� � ' 8'-0 (6)-16d (4)-16d EA. SIDE (8)-16d EA MEMBER — � 6 3 4x18 G.L. OR 8 3 4x16 1 2 G.L. 10'-0 8 -16d (4)-16d EA. SIDE (12)-16d EA. MEMBER 5 SCALE: 3 4" = 1'-0" 4» $�� 4» � � (DR PPED) / / ( ) 12'-0 (10)-16d (5)-16d EA SIDE (2)-3/4"� THRU-BOLTS S6 �� 1'-4" � � (2)-SIMPSON SDS 1/4x4 1/2" (TOE-SCREWS) 14'-0 SIMPSON LSSU210 SIMPSON LSSU210 (3)-3/4°� THRU-BOLTS Q O 1/4" STL. SIDE I�'s (1)-2x12 � 16'-0 SIMPSON LSSU210 SIMPSON LSSU210 (3)-3/4"� THRU-BOLTS 1 1/4x9 1/2 11MBERSTRAND '"� � LSL (OR EQUIV.) RIM 2x6 STUDS � 16" O.C. (2)-1 3/4x11 1/4 LVL „ � GUN NAILING SCHEDULE .131" � x 3" GUN-NAILS) 3 SCALE: 3 4" = 1'-0" � � � 7 1/4 r- � 3 1 1/2" GYPCRETE, TYP. S6 � � �..� �. � MAX. L 10 OO 0 ■ � 0 116'-9 ---- - � Q� r-1 - � 4'-0 (4)-NAILS (3)-NAILS EA. SIDE (3)-NAILS EA. MEMBER T;O. PLYWD. ' -3 4"� THRU- 6'-0 (6)-NAILS (4)-NAILS EA. SIDE (6)-NAILS EA. MEMBER 1/2" � x 10" A.B.�s C� 48" O.C. � � O �2� � ' IN CONT. TREATED 2x6 f� � � � . BOLTS EA. LEG � � 1 1/4" g'_p (8)-NAILS (5)-NAILS EA. SIDE (11)-NAILS EA. MEMBER � 115'-9 1 8 MULTIPLE 2x6 OR 2x4 COLUMN- � Q �n 10'-0 SIMPSON LSSU210 SIMPSON LSSU210 (2)-3/4"� THRU-BOLTS T.O.W. �I� 1/2" EXP. MAT'L, TYP. REF. PLAN _ � , 12'-0 SIMPSON LSSU210 SIMPSON LSSU210 (2)-3/4"� THRU-BOLTS g 1/2'� I-JOISTS PER PLAN I� � � � �4" STL. RIDGE f� 14'-0 SIMPSON LSSU210 SIMPSON LSSU210 (3)-3/4"� THRU-BOLTS 16d DRIVE PINS � 16" O.C. 'r"� 6^ 4" CONC. SLAB PER PLAN IN CONT. TREATED 2x6 f�,. � C� a � . —1 16'-0 SIMPSON LSSU210 SIMPSON LSSU210 (3)-3/4"� THRU-BOLTS 114'-6 (IF HEATED SLAB GLUE � ° ^ a e °� T.O. SLAB R TO CONCRETE) � 3 16" ' � �I ' � � �° � ° & T.O.W. < ,, , - T.O. SLAB � � 63. < � ° m ° � � — _ � 4�� 7 SCALE: 3 4" = 1'-0" � i i i� �� ' ��, , ��,�,�, � ° r��i�i��i: � � ,'� S6 ° a i`i ��:��\��\ � i��i��i��%� _� � � � a ° /��/�� \\�� v� � �//�//d%/��/�O O (1)-2x12 0 � REF. SPREAD '�i�i • _ _ • i`i` �- � �� — " �� „ a �,� FOOTING SCHED. ��!�� i�� 3 �° SHEET S2, FOR � d- ° N N REINF. � � � � a EQ. EQ. � „ � SEE PLAN � ° a � T 0.W. � � 1 1 4 c� - - - � 2-6 , a SCHED. WIDTH M �--�- , - - - - , , , , , � �4" STL. VALLEY f� I �2)-#5'S X L a , � 2 SCALE: 3 4" = 1'-0" (2)-1 3/4x11 1/4 LVL 2,_6 2'-6 ° S6 11 SCALE: 3/4" = 1'-O" = 2�-6 I SEE PLAN � a 2x4 OR 2x6 STUD S6 ' ' (2)-1 3/4x11 7/8 LVL (2)-#5's x � _ _ _ _ _ _ _ _ _ T o.w. a BRG. WALL _ RIDGE BM. ��_s � d d ' 5 8" PLWD. SHEATHING , #5�s VERT C�D 16" O.C. a 16d DRIVE PINS C� 16" O.C. �2 � - - - � EXTEND HORIZ. REINF. zQ °d 4 TO.FPLAN 2'-0 PAST STEP TYP a , � CONC. SLAB PER PLAN RIFTOECONC ETE)� GLUE �OE g �— QG TYP. QG TYP. � ( 2'-6 I w " T'L TYP. 6,', 6„� SEE PLAN drawn b by M AB / 1 2 EXP. MA '',/ I � ' a � a oaa , a ' T.O. SLAB �� ' „ a a a� < ° ° � checked by CASCADE /\� �� ' _ 4 CONC. SLAB PER PLAN _ t——�— a SEE PLAN � ° ��•��• �•��• •+ a • " '��"�',i',, o ISSU2d FTG. —_ — — — — _ T.0 F � � ° !�!/��\�� 4 < Q� //�/\i��i�� 108 -1 1 2 �� T.O. SLAB , a Q/ A OPTION 2 !�� b ° ° ° (2)—#5's CONT. HORIZ. �� PERMIT 05/21 /04 a � \a� � a a TOP & BOT EQ, EQ. � �� J RAFTERS ��%�ii��i� � ° - PER PLAN SEE PLAN � � OPTION 1 10 SCALE: 3/4" = 1'-O" \/\\ � ��-4„ � T.O.W - - - - - - - - � 4 na 2�-6 ° S6 � � ' (2)-#5's x 2-6 a ' a° #5's CONT. HORIZ. C�D 16" O.C. 2x4 OR 2x6 STUD 2 -g I a �� BRG. WALL 12 2�-6 SEE PLA� �5 8�O.C. � a " I N d ° 16d DRIVE PINS � 16 O.C. � 6 2x10 BLKG. BTWN RAFTERS �2�-#5�3 � _ _ _ _ _ _ _ _ _ T.o.w. � 6„ � a � BRG. 2-6 CONC. SLAB PER PLAN RFTOECONCRE E)' GLUE � a sheet � � TYP, SEE PLAN � EXTEND HORIZ. REINF. z a a ` (2�-#5's CONT. HORIZ. _ SEE PLAN RAFTER PER PLAN 5/8 PLWD SHEATHING T.O.F. ( _ � , 'a „ a � d- �� 2�-0 PAST STEP TYP. � ° TOP & BOT. ° °p e e I.�. SL I a ��4 —� a • a • e d � W yp e a a � ., � 2 6 W T.O.F. - < .. io /�/� (n ° a d \� \� \b`� \� e � �� l �� O o �� I � a a �i��i��i��i�i a a � �%%%� ^ /\ �� i�\�i , ��i��'� o � 10" 1/4"x8 1/2"x0'-10 STL. SIDE f� 5 1/4" (3)-1 3/4x11 7/8 LVL r— , 3�-0�� MIN. �� --- --- �3�-1 3 f 4x11 7/8 LVL > >�4�� „ �;`'��'v�`�E ��'L.�'�'v� e:- � : 3/16 � - 1028'-0 � 3 16 �:�` o �- „ (6)-3/4"� � (6)-3/4"� THRU-BOLTS `"� � .z ° , - B.O. WALL � „ � 1 1/4" �e� r t cV - � � THRU-BOLTS O o;''> N ° : i i i i � g � (3)-R O W S O F (2) (3)-ROWS OF (2) BOLTS � obd0�� • N '�"" `�� . ' o o „ 1/4„x8"x0'-8 1/2 STL. SIDE f� , ��••s••QR >-- - ��i`i`i i�i i » , „ Q , i,,ai i ii _ _ �g�� TS3x3x1/4 6 3 �6 SCALE: 3/4 = 1 -0 � � ° ' , , � � �.° TS3x3x1/4 ,� o�' ° ao� � (2)-3/4 � THRU-BOLTS � � � � � S� Qoeoo��_,��oq�a ' " , , � '°�� ,�Q°� � VERIFY BM. WIDTH � � �� o�_�°-�'�� 1/4„x8 1/2"x0�-9 � 3/16" �0��° � � 3/16" STL. SIDE f� � �2" STL. I� G.L. BM. PER PLAN � � � DO p1 U s a� '��:° ° DECK FRAMING � X � o� TS6x6x1/4 N o 0 Q � ,Fq..�o a�; (BEYOND) , o 0 � �'d°.�°�°o�t. ��'��b° 4�;8�• 1 1 8 -8 3 8 � z O cD ca e� ��g°�o.g ° U � oo ao 2 (fo� e �ti ` � T.O. STL. Z -� w U Q) � � ��d:00,�4��0�� °�� _� [ Z M M � ��4<Y o,°o� �e$+ p � 1� I� °• $°8`�-�° 5 1/8x10 1/2 G L. - - - - ° (� vi � � a' ti�i? I- w�� Z � ��pOo�o°o "��°�j BEAM a Q •� � ~ r°� tQi. *°�� GRAVEL FILL AND FILTER � d FAB R I C P E R S O I L S °a 2x DECKING, TYP. � � � J vv �g° �,�� ENGINEER FOR DRAINAGE � a Q , W 10x22 PER PLAN J � a� •�� » » r T53x3x1/� 9 DECK JOISTS ARE 2x10's � � a- a ` 1/4 x5 1/8 x0 -9 a a � 16" O.C., TYP. Z �� a q�paog . ° 3/16" CONC. FOUNDATION � �.�.o �e' �� STL. BRG. f� O � � � � e • � NOTES: � , AND SLAB PER 6/SS 119'-10 3/4"� THRU-BOLT U �� M � ��°b°�oo•b�.°' a (FRAMING NOT SHOWN) T.O. DECKING . o�o: 1. BOULDERS ARE TO BE 1'-6 TO \ � � � � � i r r ,�oa � � � � rnrn , ��"'S.� 4'-0 IN DIMENSION AND SHALL < � 1022 -0 0�° $� BE OF ANGULAR SHAPES � TS6x6x1/4 ° � � /Y � m o °�' °�' B.O. WALL �°�B� � (N O T R O U N D) ' N N p. ° �� o o°go. ', !� a G.L. P E R P L A N O I� � p J r Q 0 0 o � opoe � � � � /° � �=p 2. PLACE BOULDERS SO THEY ° NOTCHED FOR BRG. I I � '� � op , �o+ '�j �° - 1 1/4" � tn a > °.�'� pao �o , INTERLOCK BOTH VERTICALLY � � � � � � °a$ AND HORIZONTALLY � \ _ Qa��,a �.�'� � •�. a �t- _ •$o�e oo \ � . " 3�4"x12" LAG � a � .�° °. a 3. DIMENSIONS SHOWN ARE APPROX. �°°�°��,,� 1 1/4" � -�� W l Ox22 PER PLAN - „ o�. • � BUT THE TOTAL HEIGHT OF THE � �`�'�� W A L L M A Y NOT EXCEED 6'-0 \ � 1/4" STL. SIDE f�'s At�D THE SLOPE MAY NOT BE \ °° � • STEEPER THAN 2:1 � o o ° TS6x6x1/4 5 SCALE: 3 4" = 1'-0" 1'-6" MIN. 4. BACKFILL AND BASE SOILS SHALL , °a _� S7 EA. BOULDER ` TYP. BE VERIFIED BY SOILS ENGINEER � DURING CONSTRUCTION OF WALL , �� ° � 2x6 STUDS � 16" W/ � 6 1/2" PLYWD. OR OSB CONT. 2x12 LEDGER W/ � �� _ � ,� (4)-3/8"��x 4 1/2" �� a ' �2�� S� � SHEATHING (4)-10d NAILS (� 16" O.C. 11 gOULDER RETAINING WALL SINGLE TIER SCALE: 3 4 - 1 -O � d � � EXP. ANCH s, TYP. � � �� (EA. STUD) � 1 S7 � �� a � 5/8 PLWD. SHEATHING �d 3 -0 MIN. � < (�)—i 3��x�� /s �v� 9 SCALE: 3 4" = 1'-0" 12 �G TYP. � . 1020�-0 T.O. WALL � S� 6 1/2" GYPCRETE, TYP. _ � i I\�\� \\ \ \ 6x12 BM. 3/4" PLYWD., TYP. �� I�d�•o��///// , o ag�, •8; - --- --- � �-1 .� �� 119 -10 1 2 Q ,o�� .�°�� CO Z 2x BLKG. PANELS T.O. PLYWD. � g,��,��g�'s��• I I BTWN. RAFTERS � .o�;�os4� '� C� BRG., TYP. � � , � o� N � 4��°�� _ � � � � x �a�� ' 2x6 SUB-FASCIA PER PLAN 11 7/8" TJI's PER PLAN 0 1 � ' ~ � �U�r��a��,��. ' 3/4,�� x 12" 4 SCALE• 3 4" = 1'-0" Q, �--1 �' aa• � � , - 0 2 ��, e2�°��a�' LAG BOLT, (1) (4)-2x6 S7 � r l '' - � 0��`8$�.��`b��• EA END, TYP. � v �.. ob. � , , �� p.,��.00d to , � � , , 1 1/2 GYPCRETE, TYP. 000.��'QoQoa: ' � �oa°o�g�°� 6x6 DIAG. ^ ��°�� BRACE DECK JOISTS ARE 2x10's 3 f 4" PtYWD.. TYP. � �j � � , o; �� • � 16" 0.C., TYP. � � S° ` ��q,�% "� , - --- ---- 119'-10 1 2 � 119 -10 T.O. PLYWD. � ,�.��;��=�e +P�o�� T.O. DECKING � �� & o -�. � , pO�p o�•ae — .d-. oao l�. � -T 1014'-0 �sd��o. �-- °°° $� 2x DECKING, TYP � C� , B.O. WALL � o�oa o : 11 7/8" TJI's PER PLAN o � \ ��,o.$� , � Q � � /�� ,Ap 8 SCALE• 3 4" = 1'-0" CONT. 2x10 LEDGER W/ 1 1/4x11 7/8 TIMBERSTRAND � � � p0.o,o, ; S,� (4)-10d NAILS � 16" O.C. (OR EQUIV.) � FLOOR PERIMETER � �� °� INDICATED THUS, TYP. � ��o BOD(C) 48 40.Cx 4 LAG �p—O tt3 rto' �, » O e �.�0\ 9 �O� �oo� O � N 3'-0" MIN. g�_p�� f ,g ,o o,� . °o. � o. e; 2x6 STUDS � 16" W/ 1012'-0 � � � 1/2�� PLYWD. OR OSB T.O. WALL � � � SHEATHING - (��`� i�i�`i�i i , � i��/// _ _ o�o�e �•� S7 SCALE: 3 4" 1'-0 ��:a��ae �� opopovQ�qoQ g�.�,aa :�O •' �„$,�, � � Io��°„�`o`� --- WOOD COL. FROM ABOVE I-JOIST OR LVL desi ned b �OE �d� 'Q°"� DEPTHROF�F OOR H g y MAB a s ,�e� L drawn by Q 1 � � �� r � � ' JOISTS � � �o�� a , � checked by 2 �°•�c�o��4° -_-_ ___`-- � � � cn issued o �:��o$� - __-- -_-=-- - � � � �4`�$0�.��•' ----------=---= - � � � � �?�q,oob�� ___ = _ - _� m m PERMIT 05/21 /04 �o°�• a��sr -- �- ° ` ' � _� �.o� �g� • GRAVEL FILL AND FILTER _ _ :-�°�d FABRIC PER SOILS - -= -=_ r , r , � ° �b� ENGINEER FOR DRAINAGE - --- - ,a ��°' - =- ----=-==-- _ - ---- .:--=__= �D TYP. � °�'' ---_ -_- -_ --_- _ -- �8 ' --- _ - -=-- - =- �e°B��o��`+°,�,0�t , _ _ _ ------=---- --- -- �� N��S: ' --' ---'---`-_ --_� "- oo�oo �.as - --_-___ - _ - ��00 ao��. � - _______________`__-___ �o. 1. BOULDERS ARE TO BE 1 -6 TO - 4'-0 IN DIMENSI01� AND SHALL ----- - === �- - B O6 WALL �eo �$�' BE OF ANGULAR SHAPES _____________________ -; - _ o�oo o ' (NOT ROUND) _ -__:_ _ 2 TYPICAL PLUMBING/MECHANICAL HEADER SCALE: 3/4" = 1'-0" a � � omog , -=--- - - - - - � �� ° 2. PLACE BOULDERS SO THEY --- --- ----=-" S7 ' � '� �°� � �°� INTERLOCK BOTH VERTICALLY = -_- _________________ SEE FRAMING PLANS '�' �0.° � }°° - - ____- sheet �� •�,, oo• AND HORIZONTALLY -_-_ ____ FOR HEADER SIZE � a��o. od�� oo• --- -- 2x BLKG. �A TO MATCH PROVIDE A MINIMUM � �a, o.� °°°� ° 3. DIMENSIONS SHOWN ARE APPROX. -__ ___= - ,�,�°°��0: � a e BUT THE TOTAL HEIGHT OF THE _ ---- U. . � � WALL MAY NOT EXCEED 6 -0 _ _ COL. ABOVE OF ONE KING STUD, ,. A N D T H E S L O P E M A Y N 0 7 B E --_ __--_--- OR AS SPECIF�ED ON STEEPER THAN 2:1 -- -- - PLAN , � 1'-6" MIN. __--- �-- POSTS SPECIFIED ON PLAN ' EA. BOULDER 4. BACKFILL A1VD BASE SOILS SHALL , , . , , , • � - �P BE VERIFIED BY SOILS ENGINEER ; INDICATE TRIMMERS ONLY AND ^. , DURING CONSTRUCTION OF WALL DO NOT INCLUDE KING STUDS � 10 BOULDER RETAINING WALL (DOUBLE TIER) SCALE: 3 4" = 1'-0" � TYPICAL BLKG. IN JOIST SPACE SCALE: 1 1 2" = 1'-O" � TYPICAL WINDOW DOOR HEADER SCALE: 3 4" = 1'-0" JQB # 0404-20 S7 S7 S7 , OREGISTF,� �� .....,`F� �i� ��G��e ��o�� i V o� p < <,�j e°I� e a-` s e�+� ' • � e�W ��e s° � , � — — — — —1 � o °��NM�•�4� I- - - - - - - - - - - - I � - - - - - - - - - - - - - - - � F£SSION�`�' J� � �� — — — — — — ?5 � � � — — — — — — — — — � I � - - - - - - - - --� -� I � � - - - - - - � � Z I - - - - -� � � - - - - - - - - � � � I I I I STEP TOF I I L - - - - - - - - � � � �- - - - - - - -� I � I ToF STEP - - - - - - - - I TOF � F- I I i I I I I I I r - - - - - - - - - - - � I � U N I � r - - - - - - - - --� I �- - - - - - - - - - - - - - �STEP STEP I I I I I i I I I . � Q � oO � � � I TO SLAB I I � I� - - - - - - J U Jpo0 �0 I - - - � � — T 0 F 108'-1 1 2 I I I � - - - - - I TO SLAB I � I I I I f - - - - - - - - - - - - - TOF I I Z C� ZUMr� I L � „o�-o � � J T 0 SLAB � � I � � STEP 114'-6 STEP ~ 01 � O^^ I TOF Tp P T O SLA B TOF Z C oO � OQ STEP � _ I � � � — — — — — — — — I J •� 0�0 J�� TOF � � I � � � � � � f � � � �� - - - - � � _ _ � I � '� I I � - - - - - - - - - - - — STEP -�- I r - - - - - Z � -�----�---��---�----- TO F � f - s T � - - - - - - - - - - - �� I I o � � � I I � - _ - - - - - - - - - � T JC � I —_ —_-.'—_-�-_—_—_—_—_—_-g-'—_�- - _ - � � � � � � �' --- -- � J �i-, � � ► , - - - - - - -L � � - - - - - - - - - - - zi�B �-- � � � � � � � � i i � I � STEP � � ' ' � T 0 F U Om � � � TO F r I I I STEP I I � ----------- - - � —� � L . J O X — — — — — — — — — � I � L I J T O F— — — — — — — — I BM PKT — — — I I � — — — — — — — — — � — — —'J � (A �.. �� - � � - - - - - - - - - - - - - - - - - f� � - - - - - - - - - J I � I STEP I I I i � � � � T 0 SLAB , I STEP L � JB TOF I I �- — — —I — —I I � — — — — — — — — — — — — — — — — — — I �I � � � I I STEP o � � o -� � 0 � - - � � - - - - - - -�- � TOF � I I I STEP I � I I �,�'��, � � 'n I T 0 F I '� �--�� 'w I � — — — — � I � � L _ STEP — — — — I I I `LL;�,� � w: I— — — �-- — — — — --� � �;.� —I � �•"'7� _7• ( I I S2A - 1'-7" t,��` � ^-" � � L J �I r o F � � � L J �„�', � �� '� 7w s,�,:, � � _ _ _ _ _ _ _ _ J I I �Ow � _ _ _ _ � � J � I I I �0„ f 11!:�l � �'k � I �J�i � L�I�I A � — — — — — — — � 4'-0" 3'-9" � - � — — — — — — — — — � I 4,-�r � � I ~ � I T.O.W. = 6" BELOW FINISHED GRADE � �_ ___ ___� � r � I T.0 F = 4'-0 BELOW FlNISHED GRADE � LIJA L�IJA I � — — — I � � O O L� �A � �A pu pp � � — — — — � — � � � 0 1'-7" t'-7' o � ��. � � � �I � - - - - - � � — Q� L —}.J L JI I � � � � ��-�� — —1------�� UQ 10" 1'-7" �I J A � L JB � O 4'-0� 3'-3" , � �. � � � � � ' � �+ o � ? � � � z � � � � � � � o � _ ^ i � ..� .�+ � � � (E) CONC. FOUNDATION WALL ` '^ � u� � � x J � � (4)-#5 DWLS x 6"� � �� (N) CONC. COUNTERFORT � � � �. � ��='� �. ��,- r _ \ � � ��-� I \��\��Q Q��O � a,4,.,,, , � 5//�%//�//�//� �,3^ s _ I ��Q\\` � — � � �//�Q��/�/ � �,� 1 i/�/ � a� /''a � I - ��e�, � ��'�=�==�=——1-— —i-i- ��. �o��w�, I I I I I I �" � �� (2)-�5's x 3'-0 (STAGGERED) EPDXIED I I ( I I I I �'""`� ' � � INTO PRE-DRILLED 3/4�0x6" HOLES O } � TOP, MID-HT., & BOT (FTG) I I I I I I I I � � � , -�-- -�- ---�- ---�T � � � r � � � � � z 1V I ' � � �__�___�= i II � �' G1C � � �-- -�-- - �- - --�-----« M Q designed by JOE/TDH I I � � � � I I � � drawn b I I � � I I II y I I �---�-- - -}- - --�----} �- N � checked by I U _ _ _ � issued � I �.�.1�-�_=_.�-- -- ! 1 0 � ��— — —— — � REV 03/28/05 I I I I I #5's O 12" EA WAY O TOP OF FTG. � � _ J I I #5 DWLS.x 6" � O 16" I SEE PLAN 1 lYPICAL COUNTERFORT DETAIL SCALE 3/4"=1'-0 sheet S2 , , JOB # 0404- 20 _ - - -� �" ,.. � t � � - - � - - -- - - - �--�--- � _i - \ � � � � � � � • _ � ," v � - • � i A LOT 4 BLOCK 1 . LOT 3 E D I ovvn o a� a e o U �. o ora o BLOCK 1 I I N Y N FOUND N0. 5 REBAR WITH 1 1/2" DIAMETER V N C �- ALUMINUM CAP STAMPED � � � S LS 9337 I A �H � e s � n ev� evv o ar c� m� a ,-��,! � ,, R M i �1�3� � �� /� /�r/�/� / i / • O I / / / /� ,�,/ �� i � A' � � , ,� ,� ' , � , . ,� . - . , r� Zo o - ,� N INDICATES N0. 5 REBAR /� /� � /,��G�� /ji��\� i�� / �I� Vi � M S N WITH REd PLASTIC CAP / / q� �'�, � / i �� i � ,n STAMPED LS 26626 �/ / / //N�'/�i �� i�,� �� o ° FOUND (Typical) �/ ��/�� /�4� �ii �/ ��1p%�i /� � �� / E � � /fGP�' � � � � � � � / �� i A� � u. � //^(5�''`' � � � �� ,i �� '�i �� 1 V w z ' � ' ' � � ' � '� -' - Pro'ect Information Vicinit Ma ¢ w� � J Y p T \� �_� � � �/ / / // / / // // / � / J � N / � / / � / � � �� / �� N � LOT 1 ;�� .' �'�',-' ,-' -� ��- ' �� , / / � � � � � � � �9� s� � � � B L 0 C K � �� / / / � / � / / / / �� / �i� s � �� / � i D�SGRIi�TION a��,� �„ ' � - ,��;�, � F- /� W N �� / / � / �/� /�/�// /� ��i /�� /� � / ,p � , m� �'�;��-� �� ,��°" .� ' ,�� „=s �� .w.��fi�� /�1► Z � o '�-� / � / / / / / / � � /� �� q � � Lot 12, Block a, Vail Intermountain Development 5ubdivision, Town of �/ail, �agle __ d -°��.�� ;��p�� U � �n � H e rn re i c h S l..l b. I�_�—� / � / / � � � � � �' � � Gounty, Golorado according to the Final Plat thereof recorded on September �, IG72 ---� ��';� o m � C J `/ / / / � � �i � "� -- � �� .� ---____�'� ' � � � � � �� , - ,,- ,,, � ;� , �� LOT 13 , �� L � a � � f/p � FY in Book 225 at Page 31� as Reception No 121108 3�-�m --� � / � � � � / � � � � i / ��9Zp�.-.��/ / /// /� /j/ /� ��' �� 9� �/�9�i � �"9�� ADDRE55 2�i35 SNOWBERRY DRI�/� ,.�,��_A m �� , �� "� ° / —��/�/ /� //� �� /� ��i�� /� %�� j, OGGUPP�NGY R3 � �`�� ,�-°� �' ,� / � i' ��/ �/ / / i / i �� / / �� / , � - GONSTRUGTION TYPE VN _- `�� i"'�� ' - - � �� — /�� /� � � �� /� i� �� / � � ZONE P/5 TWD-�AMILY PRIMARY/S�GONDARY RE5ID�NTIAL � �-��1'I� ��9� ��,� ° / / / � / � _ � �-��"'� ^ ,�� ° /� �� /� / /� � / / / i� �i��/� // / � i �'- °'"F'r�= _ _,. I '' �^� c°� /Y / � ��/ /� /� / �� ' / /� //� /� �/ / /�/ /�// � J ,q,��=F"'; T _ - - _' s"�'"� c �� /�� /_� // /� /� � �//�� /� /�� 9� / // �/ �/ �� 4Y +r+"� ��a��V*"'�- _ .,.:�+' *��Y�� O � � � � � / � / � / �` � '� r - General Notes �� -� w��} � � W g?A� �� / � �� ^i �� i i � , �i ��i i _ � �� , ��- . ,.3.,_� �,,'�� - � � € /v� �� / / i�� J� � �� /�/ /j� i ---_ _��, ,��,�� / i� �� / � /�/ �/ � i� � � � � � /� � I SLOPE O� FINISHED 6RADE NOT TO EXGEED 2 I A5 PER TOWN OF VAIL " � -� �`'�"�- ��,�^��` a � I2 � / �� i , / / , � / / � / / / / � __ ��s� - ,.` �.,,,'�,��,�,'�,' � Q � � / � � i i � � � , � �� i / / � / / � � / ,\/� _ _ D�V�LOPMENT STANDARDS �_-�` �`j��"�� F ��"�TT �� j � / / �� i� �i� � /� / � �i / ,� �j/ / / /�/�/� / /`/i ��._ 2 SLOP� NOTED AT DRIV�WAYS ARE AT WORST G,45� GONDITION _ -'�� , "' ;,4� � - � 4 � m / � � i / i � / / i � / � � � / / / � / / �� - �� 0 I.L � I / � �� /� I� / / �/ �� /� // // �/ // / / / � / /� / /� /�— ��9��'9,�� _ �� 1 O a 0 � / � �/� / �/ /�� / / / � � / / / / � / � \� � �,�+� v ---� �' - / � � � �� i � � � � i � 25' ROADWAY PARKING a'� � �` �/ � /� / �� /� i� i� i�� i� i� �� / / / � �� i ,� �� / i ' &°� (n �� o / i � & UTILITY EASEMENT � / / � i i i i i � i �� / � / � / , � � i / , F I,�i / / / � i i /� k i i / i / / 1� / � i / i i � '�/ � � � � � � � 1/.�� /T"�� / / / � �9 / / / � / / / /_ � ,\ �� 3 / / � � � /� � /� // � �� i �� / / / ��/ / / / ��/ / � � � � � � � /� � � � / , ��/ i��/ / / /� �i �i � / — � � ' (� }.� � �Y � , � � , � �� , �� - � . , , , , ��', , � , , , � Drawing Index � � , - � / � , � / / � i i � �— / � i i i � � i � �� i' i — 1 / \ � W� � /� / /� / / / � / / � /� / /� � �� / / / / / � �� i �� /� / / / �—� , .. � � / / � / / � / i� � / �.�� / / / � i �� i i �� / / � � � AI SITE PLAN �L >mW N T / � � / / / �� / � / / � � � � / � � � � � � � � �'J � , / / / / / i��' � / � � �� i ,� �� ,� �� / / � I A2 Lf�NDSGAPE PLAN Q� � / r/ / , / i ,�/ � � / �i i / ��,� � i � �� / � zQ s / /�/� /��y��✓� /� /� � /�'� � /�, , �� /j/ ,� /� ,� �/�� Jl � � 1 A3 �L�V�TI ON5 �� (n W L , � / / �� / � / / � / / i J � J , � � / �� / � / �1�= � , / , / / � �`i ��i � 62A . � — � � A4 �LEVATIONS � �— � , � / � �fA / � / / � / / /�/ � i � / i / / / i / � / IOpFfO B,D.W �_— � � m Q �o / I � ///� �� %��`�' � /� / � � / � � //� � � �/ / / �� ,/r �1� � � i� 102 ��CS .,� AS �LOOR PLANS � LIGHTI N6 PLf�N � N� z° ,� / / / / // �� / }/�j/ / �� / /' � � �� / � /� � ��— i� � � �/!- � �� r� � , „ A6 �LOOR PL�NS � L16HTI NC� PLAN � LL S�v�R�N.�b� � � / _� �� i ? = 68 03 26 � O Ilvli� �F�.3'/ � i� �� /�/� � � � /� � � �/ �/ �� ' �� 'l�i � � i i � i � i�K�� , R = 50.00 . Z i�� / / ��' �/ / / / / / /�/�//� /r _ �/;�� i� � i� � ,� �� T = 33.76 � � � S�te Coverage � � � i � � �� i / � i �� i T��` � / ` �`� � � �� L = 59.39 , '.'� ; �— � W LOT11 � �� , � ,� � � � , � . � , �' � � � ¢a_. � • � � � � � i �� / i , � � � � i � � � � I v� / / / � �i /� /� �� // / � / �/�/ �` / , �/ � /� � � , / � .{ 2 �O .O.W. � CB = S13'45�rJ2�W 51TE AREA I 2163 AGRES = �2,q82 5� ; � � � / �/ /\�t�` �� i �� / / � / / / /� ,� , � / / / ��/ 9 ?�.O B.O.W. CH = 'rJ 'rJ.96 ALLOWABLE 51T� GOVERAC�� IS°6 O� 52,G82 5� _ �f G4� 5F . `O • � � icS. � ,�G � �� / / / / i r / / � i � � / i �1/ / / �-�._ . � � � � � � � / � / � / / �/ / / I �{5 �' �� AGTUAL 51 TE GO�/�RI�C�� (BU I LD I NC-�) 3,�I O SF �• � o � �G� � p �� / / / � / / / � / � i / / � � � �� i � �/ / 1p��k` r/ / / � / � / / ��' / // � � // t1flLl /`f E-I / i R�QUIR�D LANDSGAP� GOVERA6� 60% O� 52,�i82 5� = 31,78q 5� _"-- � - � i�� \/s �i ��4 / , / / / � �� s�i i i i ` / / � � / , , . , , � � � � � ,� � � � � � i � i / �GO�r¢GL 0 261 SNOW II WIDF UNIMPROV�D i i � � i / i i i / , /- i � ," ! `i�! � �� / / / / / � L'61 , � i i / g . ,�',� G'�I / / / / � / / � / / / i �i / / i , , , � � � /. � � E I�TIN6 51T� IN ST 6E ROADWAY / / / / / � / � i � / � �' i ; � �� i�� / �� J/ � �,r / / /� / �Q�PR�I�f /� � �� UTILIU€�' � ''� � � / / � / � / / / / i� � i / , i i / / / / / / / � / / 0 i / , m / .•� , � � J� q�/ /i� �/ ,� � /� � i i ;"" �'` � / / � / / / / / / � O�i � � �.,� , � i INDICATES N0. 5 REBAR / / � � � / / �l/ � . � � � 9� �� i� �� / / / //� � � � / �� ii �/ �i �i �''�` � � / / p / / / �/ � / ,� � ^ i , s- �, � � � / i i � �I -I � � � � / � / / i � / / p3 ' / ,i r�x 9 � ��i � / / / � / / � � %--- �� i-_ �" � �'` � WITH RED PLASTIC CAP � / / / / / / / / i � � i / / � / / '� � �f' INDICATES N0. 5 REBAR � � � � �� J/ / /� / � �% 6 •� -- � � � �"��'� � 030.0 / //// /�/j � i i � / / � LJ � / � �, ' � � J- / / � � . -� ,,,�'+ STAMPED LS 26626 / �/// � / i � i i / / � , �� , � / 3 WITH 1 1/2 DIAMETER y �� i �� / / � � ��/ i � ��,,,, J ��_� : �,,,� ,�' .�� FOUND (Typical) / � / � / / / / � / i / / / � � ,,�'� ' i / ° / i � // // � / �/� �� // � � � � /% •:+�"'� �/�///� �//�/�� /�/ // /� �/ � // � � /�/// o, ALUMINUM CAP STAMPED � i i / LS 5933 FOUND (Typical) � �� i i � / / � � / / / / � =� . .,-� � — � --� p,�t� � NB�I ASPHALT • , / / / � / / / i i �p� / o � / �(�'' �� i � �' , � � i � / / � / i 0 8 15 ROADWf�Y, / / i i i / � i � � i /� /� � � j�/ i j� �� ,— � � \L G j i'ARKING � UTILI DRIYEWAY / / / / , i / � / 0`L ' 1 � / / �/ �;5�i. • / � � t��.�, / \M / / / / / i / / i i i � A5 � / / / /� �� / � � / / / ��// /, ,rr �O�I — j �N'f � `' / / / � / / �� / / / �/ � 1 / � / � ! C / �/ i / . , ,� 3 l / / / � � / / i � � � i � � i i i � o� �-i� � � � / � � i � � � ? = 36 56 30 � � i � � � � � � �o � � � � //�p��o'� ' � / � � � � � � � � � � � � � "� � � R = 75.00 S39'44'13"W - � � / � � ,�-� � � � � � i i �3 � � o � � � �.� / � �i� � � L 0 T 10 � � �/ � / // � / / / / � � ,,.� ' S�,,.,� IN . ! �Z.q 48 �� /r/ / / �/ / / / / �� 6°'�_ / � � / , � / � � / � � / T = / / // / / , / ' �� / � / w �� / ��/� • � i i � i � � ..�- �� ,.. 25.05 20.14 / r � � � �� / �� / � �� / � �� •/ Z �Dn 3� / / i ' 3" i � �� /� �f�// / �p`L✓��i 'L�i� .:trr;t�:.� �.� L = 48.36• � » � rj � / //� � //� / / � �� 41�i� � �O i�� '�� ' O �i// � // � O '� � / _ 3 O / i �� i � i = i � i i � � � CB — N5812 28 E !33 �o � i i / i � � o� � %. � � � �� i � � i � / / /� / p�7 � . ' • / ,�• � _� p " p ,/ , � DRAWN KBC �� % �� /' r�w�w�.r t••°. i ��xisnt� CH = 47.52 y �6. � 31. � �� i�� 1 ,��—f � — �%� �—��e A/� / , / /� / / �,j/ �i �- o /�j/ � //�� / CHECKED. EDI i / / � � / / �. �: / �,��/� / / �/ �/ / �o I� � \ DRIVEtiJAY � �!{ DRIYEWAY TO /""/ /�� /�/ / SNOW \ 4'WIDE---� "� 12' IDE � 5 gZ � / � °�• � � � Ol � / ��.��/// /� / DATE 04.05 04 � // // //��'� // , \ STORA6E \ GONGR�TE � � O /�� / � / / / / \ � � // � %/�/ � / ' 1�i� �� / a � � / / � °' � i/� �/�j , �j // � Q_ � �'RN � , /� � �� , � i �325� ,� � � / _ BENCHMARK: �/ �/ / �/ / ( � O / / o , 'o � �� 'i /--- / � / � � , . � a /�. / / / .� � / / / � � SEWER MANHOLE / /� , ,.1 3�17 52 � � ��p^� � / � �� i � �j� ,L \ � 3 / � 6 � ��i � , REVISIONS N RIM = 1000.0� � � ��/� /�,K = 10�00 � v \\ \� V1 - � ��.°�� X,�� o �/ '� � �� i�` � -`t�— � Assumed Elev. � �� :o � � � _ � ) � �.�/� � L = SZ.88\\ � �\ LEGEND i///�/ ,� ( / D /�i�� .-• � { / /l/ .i \ �• � � / / / J� i � � � � _ . r a �� /� O � �/ � �� • � . �� i FouN� No. 4 �$ �, CB — S61 31 4� W \�I�� / � � � � �� . � a NO CAP �/� ��CH = 52.27 � V `� ' - Indicates 4 diameter or larger pine tree / • - � • - � � L / � //�� . � �\ � / K�r. �/EXISTING GRADE o �i � / �� \� � � - n RIDGE HEIGHT—►1033.0/1000.0(1010 0) -�—PROPOSED GRADE � / 1 �\ � , � � Indicates 4 diameter or larger aspen tree NOTE• IF NO PROPOSED GRADE IS SHOWN, IT IS SAME AS EXISTING c J � \� . / � SITE PLAN � �� / � �I� � �`' �I � � � °�- � 2 Partial Site Plan - Ridge Lines & Existing Grades h10RtN � m !~9 �� 0 20' 40' 80' 1"=20'-0" � / Z ,r O/\� . � � � 0404 � � 1 Site Plan NORtN � a D�-p o 20' �o' $o' �^=20�-0„ � �� 1 oF 6 � r 0 w , -�; , ,tr� '��':�'��F,'!s•"r+.'Y? r.;'�: ��;""` n�%r.'K�rr'; Y�, , ,� • ` ,, � � x � . . ::.� r ' r . . , � �;a� � � a� � � � 4 , , , ' � �u � . • 4 .' , . � .. , , , )N{a Aj_LL�y`��„�a'��y��,��dr #}` „ .�a,��, �a�i�?Y"r�� .I�1Q�it' ia, ti ,_ . � ; �'y � s �h <I ' � �.� ' ��f� h, � �, ` ., �� , s� r " K � . , ' � . . M1�°��''�,A-�' a�Y r vi'"�• ��C�rY • . ' . < � i � f 'p " ' . r - ` , � ' E ` , \1� 4.'..'�' j✓� � ' ' _' t a i � s � " : �.r �'1� a � . • � = "' ,. ' ... }i� �F4� / �3� i �` ' ., r y � _ Y ` .s ` ♦ �� a . $A ^ .. . - � � � ' , > a f r I r $ r ` ., ' � � � � , 4 _ � _ � 1 l. '• _ v v + ' .. ^ t C'W�4J�` � .}I�iRe1Sl�. ` . , rk� L` . . ` ' � r .. Y b..`y � ; - ' , • .. ' � � . .. , � _ . � l_ � `' F � �, f r . . .c„ _ , . , *�r•, i_ � ,} � . �� .. . � , " � . LOT 4 T - �. . -. - � . . - , g�o�K � T � P Q G�APHI � MAP � � �, �� . � � LQT 1 � Bla ck � .�_�. , , LOT 3 , � ' � ` -� - � � BLOCK� 1 • . . . . � � .. ��;_ � FOUND N0. 5 REBAR Vall Intermauntaln D evelo m. ent Sub dlvlslan - � ` ' WITH 1 1 2" DIAMETER � � - -"''"""�� ALUMINUM GAP STAMPED • _£ - . .. - ` LS 9337 Town of Vall � a le Caunt , Colorado . . , E � � Y �� 6� � � �"-j � _ -'`/ �� i�� ,r , _ , r / / � ,,,� ~ �Qrp j� / � ,/'j,,' `,o.'"� �,/ .,, 6,�•Qy �/ �,� �� ' ,,'` \ � '' „-- � � � � �� ' ! J � ` � r DESCRIPTION , INDICATES N0. 5 REBAR � �� /f o //�G�/ ��/C��IP,E �,,.�-�� ,�' !�� ''� ,,. � , Lot 12, Block 9, Vail Intermountam Development Subdivision, Towr of Voii, WITH f�ED PLASTtC CAP / ./ o,° ��,�� (P/4R�T'1"A�t Ic'Y EXPO�E�I�f ,- - �TAMPED LS 25626 �,� / / //� G� ,��i � � �--� �..� �� 'r �' ,�'' �, Eagle County, Colorado according to the Final P1at thereof recorded on FOUND �TypiGal) �� ,_,.� ��/�- � � �' ♦ � .- �' .��' p�'�,.� � '' � s September 7, 1972 in Book 225 at Page 315 as Reception No. 121108 , _ �.k r../ �-''..�,,.,.t � / � / p��,,�� 'l "'� '"9`� e� i''� \�l( � � .. � � ' � -' .�r ' \ s � , �~�..� ,/,�j, -'/¢ _.,., � / � �' .�'y ,�' ,� -'' ,�--' .� � �/' /� /,''' .- � � !�,,,r I f`_ / r �� J � � / /�� ,''��,� �, ,..�'�'/'"" ! �„�'\ /�� ' R . �' .i �., �� ,. e � � � � / �, �� * J �,.�" �r'' �,.-� �� `f i - � L 0 T 1 ,,,,,,°,,.�-� r' � / //� / /,� ,.�� /�/� ,,,.�' r�_--''r �3�..�s ,,. ��. ; f�'` /°' " � „r ,�,, � � � �' / .� I �, J �,. � � � / / . BL�JCK � ,�- - _ � � � � ,,',� ��,� ,,- , , ��- �, - �. � ��,.� �, NOTES: '+`.. '5�,�,► >-� � � =, _ ' . (Hernreich Sub. > ..4 `�- -»-r.�� '�� ,,/�� ,�� .- `"p ,�"� �,.- ��;,-'J '� ✓ ,. 1) Survey Date: April 30, 2003. , . . _ ��._.� _ _,, � � r � �' ,� �-' ° -� ��,-- ��,- � LOT 13 �� .- �' ..� �' � � .- � y J , ' { �,�-~ o` `l� �/ '��,, /,� �i �„�' �;:8�.� I�, ,. ��,,.,,. f fg�,��'J� ��,,i �q� -� 2) Location of improvements, lot lines, c�nd easements are based upon the r » I �,.,92 ��/ ,,� � / � �r �,.� ��.� �,,,. �,,, r � �- f��'�c• f t�� above referenced Plot and Survey Monuments� as shown hereon. Setbacks are � , -. , 0 I � � i � / / .-� ,,,.- � �� , �,�, based upon the Town of Vail zoning requirements. This lot may be sub ject p � -' f A ..r��i � , /�-'� �� ' ..-�''J �''�� .� ,, �` ~ to additional setback requirements. This Survey does not constitute a � _ . q7 -'� -- "" �'' i � �•'� / / ,rH�=:=,_..,.''� r'� .-�'� ,,.�' �, --'' �°,s�,,'�� '' � "" boundary survey nor any investigation into record eosements or encumbrances � , - � ' s�'^,�,,�,...- --� '' �'��/ �,.� �� / j`'�" ��, � r° �,'' �� r.--'' / ,.' ,i.��' .'' r' associated with th is property. , � Y ,.�;, „_, �,, i � 1 �, ,� +� r ,-- ,� ,,. �♦ / / ,s �.�,,.� U / '��='. �,� J-- f / / � ,,� .�'�"': � ,,� �,/ �,. 9g0 1;�,,,;�, J �, � ! .,.� "' ' '�� .,�'f � �--„ i .� ✓ � ,,-" �'` ,- � �' ��p�- l -' °� 3l ELEVATION DATUM: 1000.0 (Assumed eievc�tion1 for the Sewer Manhole ,� •� �, /- ,� •� .,;.�,�� , •- t .!"';�', l< I � ,�� l,. / \ / "� " � �` ��:;:��=.�=>�'" �p� �.t:'� �. ,i / !,�., �'' ��;.� , ,,,�'' � ,,,'' =��,! � ��' ! � ,� '.''�C�� _... shown hereon near the southwest corner of the lot. ', � _�,�`�,�-• �,9 ,,. .-�, / ' �r'' ';7�, � � �,w r i �, f.r� t ! � ,• / �'�f- _ _...- ,,'''' ,�'y .�.'��K � � ,',.°�'� •°"`h�N� .., i'� -�, ./°, r' ,A� '"� � / / �' � -' �i%--�-" c7 �. - .. . ,°� �c� ,r ,,, �' ,,.-' ,�;'��=� ,i �;�^';��;:i ,,�,-; .i�., �: .t' �,�' .. r/ / / � � � ,�' .�^ J ,,. �� 4) CONTOUR INTERVAL• 2 foot - " lOe •'' .�-'" �_ !' �,%� / �•� ^,� ,� J' .�L"✓ ',.-� r� 'f' ,��''�/ 'i '' � s��,,� /" ..i '� �� // •-�' �.�, f �,,, �,�"'�...- r / �/ �'''� ..� f /`<'�,� '/ �Q . / �f//� f� — - �. � � �. ,r ,,- <�. , � .i ,,� � � � �' �- �_ 5) Utilities are shown approximately and should be field verified prior to , • , � �m / ,''� +,,,.'� � r",. 1,�/ / ,,. ,,. / � /,� � i ��.s� �,.s" �/� / `r' / / / �,'' / ,,•� /P �... ...._- excavation. - / � / / ,r''� "/ f'/ �"�' -y/� 1 � / / / / / � ! / / � ��'' � ��"; ,/ r_._. . �"' . � ..r / / / . . . - � � � .r / 9°�� r .--� � .- �'' r' �- -' ''r t � -'` .� ° .r �� \ -- r ar certif to the inte rit of an Y tu �W / �, � ,� � ,, ,., �,,,, �„f �, � �, �,_.- � � / � , o ,� ,, �, ,� ,� �, ,,. � 6) Marcin Engineermg does not war ant y g y y , , , �,, � �„ �,. �„ �, � �,, � � �. �,,. � r / �, r, �, � �1 � K 25 ROADWAY, PARKING Di ital Data su lied in con unction with this ma and surve . ' � ,� / � / i' ,,,� ,� .r r � ,.� ,,� r �„.i .' �.�' / ,r ,,�+ .' ,� ,,'� r ,,,� ,,�'' ,,� �i ��- & UTILITY EASEMENT - 9� PP 1 P Y• ' - ' � ,tn J � � � ..� �' .i' �' �//^/] {J'��/ � / / �' / �� f / / .f / .� f ;/ ! �"'� ' . � w� I�`"�J � � f "' /'� ,�" � G�.�� ,/�\.f• /r � .I '� � I�� /• ` � � /i f I� ~l�..f - o � �r f`/ �,y �'� /r. �,� ��,, �r ti �. �r, y� ,,,,�V� � , � � � �� j �K��'�,,'�,r , �- �� 7) STREET ADDRESS: 2735 Snowberry Drive (Not Posted). . (� y: �{C7,� < � � .. '' , �' `� / � �'c�, �`� 1 �� r ,.� ��! �CJ�J � /�r� ��,�'� / �f � � '� / ,/ 9go� /� /"� .'' r''',' / / �" j„� �I ,� / .�;a / .(l,.� ,. .r . r ;.�;4:` ,,. .� � il �' ,� ,r .�^ � ' ,.. � r ' xr � � ^ � � � � -�"�' � 'x;` I / ♦ ,r _ . � r ;; — / / .� i' / � / .� .- ,, '' i ,.,s r ,�, .�',�"' � 1 / \ _ �► ,r / ,f' r.� r'� 1 �, , / , /2°"s 4r:�,,/ ,.� • � �, ....-— , �';� / , � .r'.�,,,• ,.,-' � �" ,�''" ,• , ,��`', -- _ � , �-<s« J i �W '� i' ,,,,•� , �`!' / f ` ''` "� , • � � / / -.��;;�, ,� / / / J .� „� � r ,,,, �rA �, �,/ / ��.�. � ,, `.,� �.� � ,,,, --' ��,.�'f,,� �,� � � ✓" ! ,(/ ,� �. ,� -'' .�' .,.r r•.,�,,� �=- .� �, '~ � ,r / , � �' / � �, / . r- y' i --• %-w - .�' ,,� ;� ,� ,,- -' 90 .,-� �' ,r ,,� , � I, Stephen R. Wujek, a Registered Professional Land Surveyor in the State of ,,�i i , y ,v'' .-' .�' � ,,� 9 .i / / f ,/ / s �=�„�,,,! �' / / / .r- '� L/ f P,� ''� ../ / / ,,,,,�,i' ..� ,r� ,��, � �-- / �F: .r'�,�'. =_,��=�• ; -�,.� � ,. � ,, �° ,}.;. ^... k,.� .� ,� ,� � ,,,� '�� \ � t Colorodo, hereby certify that this TOPOGRAPHIC SURVEY was done by me or / / � ,''' �"' ' x � l �'c �,T<�a f;,m; .•� ,./ ��§�J'.— ,� �'s_.^� 'r '' -�' r •� � .- t��;- .i-~' ,�'� 1 ,. � � �' � f � •�` � � �"a;��;;.� J,' / � �� ,� �. r;.�',�.��,s ,..��f� �,�,� ,'''` -�' .� i � ,. „� ,. ,,..- ,,,,�' .� --� _„�� 1, ti under my direct supervision, ond that it wos performed using the standard .��°, � / � � � i� � 1 �-;�, �.,4 � ,.- .4 ;r� ry'r ''� � '` �'' �'°` ''' "' �" �''' '" ..._ � � � care and roctice used in the area at the time of the surve . The Notes . .- �,;�r / ,r p �'.t->_ „� J / r, s.�' j r i ,,,r s i ..�;� . , ! / „� .s �,,i f� ,�''' i� ,,,--~ ��- ,. � 1 � , _ f� � gh ,,,�' ��:•�� / f � � ! t / r' ,� �,, �' .� .- ��/ f f s�:.",� ,- ,.� ,.- ...� ,� _ -- � hereon are a part of this certification. y , � /� / �� // ,#,�. Y�,,/ � / ��.� ! / ;/ / / / �• ��•;�`�`,5,e�'f „r / / /';.�� r�' / ,� 1p0� ,,.. y'' r/ / �" - // - ' ° � ,y�..� �'� / � ,� � �'' / `.�� / / ��"' / � / .. ,� �,�'�,�;:r.'" ,,.''" / J / ..r ,'' r� �--� ��'" r / / �`�;�'. �`'�/ / �.-. � '� ' S�iYYGR/n�rnN.V1Q�i.'ati:� // �. °� �,, / �� / � /`.:J'% ! ��.t:,� ;,<��r't„�y;'�'-'�" r,,� ,r•��r�/ ��-;}i�-,/' / r��i^�;� �r' �„r� �/� �� \\„ ��,/ � /�/1 /'"� •O�, �„ �,�``,�`Z�51�,r�ue ,,, . � 1 {^ • - . _ < �(v!.�—' �}�j;�/ •;/ f/° �.` _-'' ;� / ,�'�� 1,l"i'� / / / `�'�'�"y"'��;;�'� r ,,�' �"� / �,'�,,.'�`� �'f �'` .r j ..,,.�'"� ,.r'' �'i ,�,�/ ��'�' f �i��38 2 0`'`��;'��O/��'t� � �' ..� �.-- ' �' ,� r J � �,. � � i r �.�' . , � .�b ' . 'r�'i' ,'' .�'�, �t3�00 � ��,� �, . _ _ � I � .?��,F, /3'f �-"' I � � f � � � � � / �. � � � -.!� !�� P`�� "f"„° ;.r�' '��?� �,'� �', f� . ' a,. /' � �Q �'i ' �} . �_J\ /'� .�; � .�'�,'� 9g0''- ..-� r �,, `J / � / / � � � _��_,r�`'�� i�'''�� ,-i f J._;�✓ � j�' ,.� �:;-�� ."t`.�{. ,,�' ��,r--✓ ��` m{^,�,,�' ��, :�6 �'`..,� �,,,,`'4' • � � � �� . . - L 0 T 11 y ,- ,��,✓• � � .- ,. � , , � r � � �� ,� % J ,, . � � f ,� � � r!^��,�r. ,� ��,��. � � � , �;/''},7�'`/� ;�,, � �/� V�+ /� � � /� �.� +[� / / � / � I �, �, � `�r / � � J r,.- ''r �0 "F y,�w,s.� J ' �x� /� � ��39 � t 0 3wl.t !L�. � �( �- � .-- �' �" !` / / / �,- / / �"; � �"�;e / f ,,...• O '� r j e � � r •A � n»,AI y�� 1 I y�. �.a � 'f-`,K', :,�' /' ��` �r'� f •� '' .�„ ° `` � �,� � / I!r ./ � �+4,�/ / IX>��+,� r/ J/ �,/ �:�'�.;�� /fi` ^�-,�, � �, �/, ��t�J rr�.�a�� f'� 1�`, J� V� — �J�.� `F.r7 CJL YY y�,��/f��/Q� �6 3, �_ � kt�' ' :.�,;•' i � ,i �\-�<c` �,-�� ,.�� ...- ''✓ �, --.' / /, / ft;�.�''�1,�,��.f'�/��/ ,,r �� ,,.'��,��,��..�� ,� t UN�fsR0�1/E�D��SS,.�,� �Yo��/ /f� � CH = 55.96 ��'%j" '.., �4�; :� I� �,,, J�' f ,�„/ I J ,�. I r� #,r�f I / � � � ,�, y,y f � _ �k' ^ R,,�`'r�', �f ,� r��fi�� A�(�� G r :.- � ,� }�;�: / / / / / / / �' ""� � / / -'� � �=� � � ,/ � � J / � � 'ir� � , " � / �� / r,,,I„��',lr �..- '� �=i& �"Y"�fY .� � ,� �r / �/�/! ,,�+'��`��,✓�`�yi�'./ J� f'� � �,;,� /� � +� f� 7M,tt, `//� ! .ir""YS"�`�`�!� / ��el,�,,�,, t h �� / / ,',i•`r / f / .� �.i„ �� ,�/ / - �'� v'i�� y�y''�o�'�,�;�;#,,,-�'' �9 �..•��2, f `_"��/ J / ��!/ �/�,�,i�''''�,,�"f i� ,�r'� i .r' �� r-�`'��': .� �.- � !'��-;2,,;� //j ' Ste hen R. Wu ek PLS 22589 ` - , / \G� ��-- 10 ,r` ,j � �3 .% - �. ,�,� P J .�*` � 11 WIDE � -�-' .- .. �---� -� 1' i '' � / � � f� '� �' ''--�,,•`� r " ,.'` ,�''r �''� "� �"' � .- �` .� ! � � Colorado Professional l.and Surve or �,� � s � J' %� -�'.� � � ��' �';� � ,i:- ,,. ,r;��' .- � � � � UNIMPROVED y - , - � � �,�' ,, � ,:--- �W�' � r ,. � rw��'�.�;r °�' '' .� � �' � �� -- -' ,-/~�� _ : �,, rQ .- � �' �,�' - �w��,,-- ��/�-/�o,��,�' � ,�` /�;,� �y�' �,,/ ��'.,�f,,� �,,• -��,f�'QCK �VA�LL. p ,,�`', _� .��yo/ � �� DRIVEWAY �* � ��^ ✓ �.�+f1�yNC'4 r ✓ �/ ^V � //} � �� / ��`..••✓•/r �\ J ) `� '� r .te�. � rr � D'� ��f I��„"�J�r� � / d^nr. E.+ J / � �yt '9/ � a� . .-' � '�' �� ' r ••/ / ��'- '� �;/:' �a��,'��`! i ` „� � � .�" / � r;�y �G=, �s ./ /' y r° /' � / "a. ' _ �i / ,✓'� :..�' f/ ,,.,� f / �e',s "„m��.,''.� ,y.�,' /` �,''^:f,� � ,•- ',�" J / �„'. / / / � /��'�`;`i�� +''�r r , � �'�"�� ./ �'��a.:'��F'"/r ^`� � ,r►� � ""q'''� � �,,��f�` �j�' '/ / f r � , � INDICATES N0. 5 REBAR t� t�` � :.r .-� �,,/ r �„ f�/ �'��;�;�,,�j / /'�.l=�;�, s'�� ,_,. � ,,,•� � ,�,� ,�. �,-. ��,�.,,,,. ��/� . � " ,,� / �''�� ! / "•� J .J ,!r'': J / ,,;f' �J r•�' ✓ � ,.� �,,, � "" "-" ,I � / / /�r'� / � ' ' IMTH 1 1/2 DIAMETER ''" ,, � ,,,. � �, � �� f ��"..�, �'"��'i ,,.,--'" . o° -,�N,:,� .....�.'' ,� ' ,� � r �p �,.�. � / / . ' ALUMINUM CaP STAMPED '9�c` '�`�f�,�- .'' ,,,�' ,'' ,r,�'�� /f�/ �`�'�`��'„•,;:y�;��`��R'°-,�,�' .r,,,��2 � --�.��f,x ��,�;�: -��.Y' ��' ��.'� INDICATES N0. 5 REBAR � C YP ) � .� .� ,�,;r' ,,- i o;s � �, ,,, ,f �� f,}_�'��".:. , .�` �.:,�y;�.� ..-�' � ��,,, ,:t;;� �,,,., � � �-' �� WITH RED PLASTIC CAP A LS 5933 FOUND 7 tcal F � —�,� ` � � i'C� ,..�' r-'�f''9 e/ �// '�'��j �"r��,.�� l' ' _ � ...� -' ,.' .. �'° ��z� �..�- ��,. �,.'' � STAMPED LS 26626 "�''`" r �- � " / FOUND (Typical) � ! �;.= ,,- `„�'��,�. �„!� P`� ;��/� � `��;,•� ,p r �>.�,,� ,�� p1N �, J e ,�' � / �,.'�.,.�(f ,►� .�� ,.�i j/ / ,'`��t�� i �,''��`�''��°�^-�,--2�' F .....--`_, �'-�'�, ��,�o� / � = 36'56'30" , ,� L 0 T 1 a / � / .•� ,,�`� / / , o°° t �/ i��ry�✓ � �.-x��•- ��;,,,..�.-,,, r,,,,. --,.- '/��'C�1%_._.-- �•,o � R -- 75.00 S39'4413 W ' J f / ,, i / l/ /_,�"�','/ ,� �"{�'��•�- l �•'' -��11,.1•''" -�f � � . ` �°-• 1 ��^1(".�t� / � / T - 25.05 20.14' : ' �� ' -�"�� // 'r ��f � �� "��*�"y��'✓"��K�L�"' /�� '''�� "� , �� '�� ,-� �, � �.��, � � i {' �,�;-P�.� �� , � / L = 48.36 ` , �� -- �� ,� s � o�°� f,, �'�� .- '" .�� -�-' �� / CB = N58'12'28"E . - .. ��.� � � .>'`��?� � � � �- ,- —� 84•�� / CH = 47.52 � - - , ��f�� ,, � i i �' �- � � - � � / r �,r � ,� r �43r ' -,� ' '',��%i��.�� o� ''�� g'4� ` 1 / . - ...�. r �- "i! �f / 0�, r S � � 0� . ,�:�� ,. �,�'j�_�� f�I�,� � � ` �� . ., „r, // ,..�'�� ,�,'�r '�, / / �� t v, °� , . . BENCHMARK: ,4�$., �i'� ��'''i •�� ( / � � �O GRAPHIC SCALE � � SEWER MANH�LE '�� I t��f� � �- 3QZ'17�52" �� \ I� � RIM = 1000.0' �, l / � o �o zo �o eo �� ,,,. j � = 100�00 � ,� � V . � (Assumed Elev.) � �%�� , � � T = 27 p'f \ � O ,. /�I/�1� ,,�' � L = 52.88\� �� \� , ( n1 �r ) " - FOUND N0. 4 ��f�k, � �CB = S61'31'4�'Z;'W \�' �� / i ��h � 2o rt� NO CAP �/`! ��.,CH = 52.27 � �1 V`�� LEGEND ,; ��. �/�{ �``� \ '`O �� - �� ti � „ . , l i ti� �� — Indicates 4 diameter or larger pine tree Reysed.• 11/21/0.3 by JSM � � �� y Topographic Map J `'�..� �� / � .i,'� — Indicates 4" diameter or larger aspen tree LO1 12, BL�CK 9 EDGE OF MARCIN ENGINEERIN� LLC , . �`'o�o /E ASPHALT Vail Intermountain Development Subdivision -r . °-.` / Town of Vail, Eagle County, Colorado < � P.o. BOX 1062 P.O. BoX 541$ � NOTICE: According to Colorado law you MUST commence any legol /'' ✓S/1�1 06/14/03 Ay� C� �s2o EAC�..E C:O 81f31 act�on based upon any defect in this sucvey within three y�ars DRAWN BY� DA1F � _ , ° v�ter you �rst discovered such defect. In no event, may any �9�0� 7��v274 1970� v28—�0 � action ba�d upon any defect in this survey be commenced more s)Q(�J/ �3�34 r�P �97�, 7�� C��Q� 32�� F/� � than ten ears from the date ofi certificatiarr shown hereort. 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' �„T-,.� ,_O A.5UBFLOOR 2� I I�2� � � �" I, TA.5UBFLOOR � ' .c , '�-. !'�'"� PLEV� I?S I � t- ' , � �L.EY� 124'-6" 10245' " , DE K �� N � , ��_ — R�AT RO M � � � � II , � '� � - ��, � ' 3 T.o. , � a _y � i LOG�ATI ON ' ' �.�� : M I E � ��Y� � ��° �0� .�� f � � .,�,e.:.,_..�..._._._ �_____ _,a. o - �I �i � � � b .._ _ _ ' - _ _. � ._ ..-..,..t_ .-.�.,� i � � �� ¢ F"� � _ � # � I�� , DRAWN KBC � ' ; -1 u _ .. T.O.GO � � `r �� " Q �I.EV� I 5' " 10 A' ` � e�� M � �� ; CHECKED. EDI ' I . � � I� � � 10 WOOD P05T L ATION DATE: 04 05 04 L 6... _.�,., ...�____. __ _ _� _ �i� �, � c �j° � � ��-0� �2� �/Lp E7�—rJ� �0� �/L� T -�� c.-, _�,,_.� w,_. , y ' • REVISIONS y � " ° T.O.GONG �j" �-0� ��- �/2° �LEV� 12a' " 10 q5' � Y! i4'WOOD 5� ° o P05T e a I 8 I/2" o 4'-II" 3'-5" 3'-8" EQ. EQ. EQ. EQ. '-6" IS'-0' 2'-4" 4'-0" 6'-6` 4'-6" 8'-61/2" 8'-ll/2" EQ. EG2- 3'-81/2" IS'-0" � � � L 12'-O' II'-2 I/2' b'-il' II'-2 I/2" Iq'-II I/2" 5 �� b'-4" II'-0" I�'-2' 11'-2 I/2' 23'-S I/2' 4'-0° �, a 2�_„q, ��2� 2• FLOOR PLANS 8 & LIGHTING PLAN � � � o � � � r � 1 PRIMARY — MAIN LEVEL 958 GSF/663 GSF GARAGE "O�TH SECONDARY — MAIN LEVEL 958 GSF/564 GSF GARAGE "O'�� _ Z 0 t' 2' 3' s' 3/16"= 1'-0" 0 1' 2' 3' s' 3/16"= 1'-0" � 0404 � _ ,, � A6 N � a ;, ^ 6 oF 6 tv � �� , w i _ -- -- ___ _ __ � . . � - Pro�ect I nformation � . � r o .� ,. ZONE P/S TWO-FAMILY PRIMARY/SEGONDf�RY � • R�SIDENTIAL LOT AREA I 2163 AGRES = 52,982 5F 51TE GOVERACE 52,Q82 5� x 1595 = �1,�i47 5F CRFA RATIO/P�RGENTACE E D I 254b O� 15,000 5� 3,�i�0 S� �o� oF �o,000 s� �,500 5� N Y N 59b OF 22,G82 5� I,I�O SF TOTAL C�RFA 6,400 5� v N Cj GREDIT 850 5F I A TOTf�L �LLOWABL� C�R�A 7,250 5� PRIMARY C�R�A R M ALLOWABLE GR�A (60y) 3,840 S� O I GR�DIT 425 5� �G ��0� a � TOTAL ALLOWABLE 6R�A 4,265 5� � �� `2 � NC � AGTUf�L CRFA - BUILDI�IC� 3,3Q7 5� n�/� M S � AGTURL C�(2FA - C�ARAC�� 663 5� 6'?j � �iG��t N N p S�GONDf�RY 6R�A � o � ALLOWABLE GR�A (40Y) 2,560 5� ?� � � N � '� GR�DIT 425 5F � W Z � TOT/�L ALLOWABL� 6R�A 2,a85 SF - •�j � J � N AGTUf�L GRFf� - BUILDINC 2,4"1 6 5F �q,� � ��r � � N AGTUf�L C�RFf� - CARAC�� 6 4 S F ��ti a / ` w C�'1 � L " � � � Q � General Notes ° W E � c � a� I. ALL INT�RIOR Wf�LLS TO B� 2X4 WOOD �Rf�ME GONSTRUGTION �LL INT�RIOR o PLUMBIN6 WALLS TO B� 2X6 1�LL �XT�RIOR WALLS TO B� 2X6 ALL BUILDINC � RETAININC� WALLS TO BE 10" GONGRET� � 0 � N N � Q � � O C �/ i ❑ � i �✓V�-�� iz� O � _ � r � n o 69'-II i/2" 66'-10" � 2• � � 12'-0" 15'-II" 13'-0' 15'-6" 13'-b I/2" II'-0" 2"I'-II" I�'-II I/2" Q'-II I/2" r_ ' R � 3 _ . g � i ■ � s i s i n i n i e i n � � i � � e � ■ i ■ � ■ i e � ■ � n � � � � d l-Ii I/2 l-Ii I/2 3-10 9 Z �-�f �-9 6-6 l-0 I/2 6-4 4-8 l-� 13-I 7-5 8-II I/2 4-0 3-d 6-II I/2 � \\ - � . s � � � � R N - LI6H �IX1UR�, � �• o � DE K DE K �� ' ,�,... .. �..�,.,._._,��..�, .�. n�m...__,.,._.___ ., ...�� „ _T �. .��_.�.�._. . ,..,.,.._.._-._..��.� _�.�_ .� ` � o ' �,_..d.»M-� '� k �_ r N N Z _ �� ....,.�,..__.,x.,F._ �_,,,..,..m. �...,� ,M�. �.......,..�,�_ �.�. i - ,. - Q ......-..,..w ,..._ �_..o__... �,__��. .......... ...� � ; ,...,. _.. � f -_ . - „ ,L � a � u ..,.z�._ .a.. v�.......e.... �� ^'.. ,..._ ,..,.. �.�...._ _ �,....__._�_ , -..C.,z »rV,,,,w�.....,. �..,. .�.e.. � � � s a � _ .,.._,.�.,v..W, ''.....,,+.L�Nc ry I � � �� F! 1 �V \ f w 'ry ' N � _ � � � ;i� 1!� 1!1 F _ � � t` �� ,.-.�-.e >,..---^�.. ,� _, .-.�..,..� _.��..�_� _ .o."...,�.�r..�.� y� � �__. - -y� �, �' � _� .��. ' � :o :o � � _ s -.._.�.....,.�_. . � � GAMEROOM l `,' rt �.�_��-_.,.. _..��_ , r ,__.___._.__T..... _ ,� �Fn�.r.... .�.,.�.�,� _....�,�._,.,�e_ .�� m O , � LL°► E � - r s : � ` � �� - �' � F � � � r�_.�..�._.�,...,......,�.. ..�,. T��,_�,.. .n. : ...� O �; _��.1 cti BEDROOM #2 � € i = s �,. . . � , f ,� � MASTER BAThi - ��.�...�.�,.4 ...,.. � CL. � �f � � � ' � .�..�. _._. .�._.._..�._..�_ .�...._.� _. _ - -- � .�. u� � �;�� } � � � � � f � TA.��LOOR � o } `� ' II'-10""`- q'-4" - �6'=4�1 '��" Il'-0 I/2' b'� I " 3'-I�I ' �� `" � � .�- - __ z. _ �,�, �r,.�, �v� ios�-i�• ioo8.i2�7 ` � � � _ ` � � � ;H ti � � �� ,� �. � ■ i� ii�a ' � s � � � � � ■ i n � N . `�' — � . II-10 I/2 -q - 4-10 I/2 -3 I/2 - 13 2 I/2 I -2 ; � ! � ; ;y MASTER BEDROOM ,— a � � � t � .-�d. � 3 +{� �' t; BEDR OM #3 BAT� � '— MASTER � � � � ' : " � TA SUBFLOOR n T- � � e ' � ' BATI1 e ` � � 3 � � �v� uo�-o° ioio.o Z R '15 � � s Q � _ ; � � �� p 2 �II" �r ; � _ Q � � � � �r, � � � ` � � ; ^"-~TM� .� ,�M �_.,_. _, � � � � m � `s < ,;, � � ; MASTER BEDROOM Q � � �3� �, = '� � ,,.f �� # ' ' r ; r � TA.5USFLOOR ' o � � � � �= ? �;�r �`i r.�-�-'�'- • -- � ELEV� 114'-6" 10145� m � � ! � i ` , � � � 5 � ' `� i ❑ ❑ f (V [ t.�� ' ; :.; �, ,�� ' � 1�1J a9i . �� _ A � _� �_ " YY�L� 3 3 � � �� N '. - 4rTA - - - � 7 ' � � � Y � ; � - �_r )`; ° Q � I ,:� �� — m �,s ;� � � I � � � � � ■ _ i_ n i n i ■ i s S � ■ i n � � i ■ - � = 18 2 � 5 2 I/2 8=I I/Z 4- 4-3 8� I/2 8-II I/2 6 I/2 4-4 I � `�k � BEDROOM #2 � •5 Z ' f ' + � m � N � ,� �. —� ' 1 � I W.I C. �I � W I.0 p N �,,� a � ��P� � �o + ��-, ,a•,�.„�.- ... W.I.C. I ,^ MECI1 BA7H W.I.C. � ��, � e N �_ i� � � i e er _ ;; t Q cc°u � �•�� °�� ,, �� _ { r� I I-0 £ 4 2 I/2 � °�� y 10 2 I/2 q'-3° 10-6 I/2 � " ' ' � s , , - ...-,�.��..,,.� .. , : .4 - ' � ! .:,,,;.fl,,,�,,;.wn�,„A u._ a,,;i< s � - {�'�' —_ — — — — — � m , , :� , , * I I ` DN ' , �—�...e ,� �.....�...... �. .�., � "',v,, -� � �, v%'>� '�!' .� ��ry /� t k R �r _•.- 1 11 .._...,..r.........�,..,....e... ...� . ...,+..�.t....._._ ,�.n yy � 6 . e - . F#7 :� /� . T0.�1JDrL�V1� r 3 "' �( v � � � � C f `�'^ � W.�.l.i. - � ■ ..�tr F*�� .Y,FI':�}i'S.. ��a�""�,.t�;,�``�.,Tt��' :i''`�.e.�.ii x�f�� r.�it� ru� a �� .r r,ti:�!, � fa,R .._. .,n„^,>� J l39 � _. _ _ _ �. � I I �LE1/� I I6-105 - �,. � 8 B � � �� .? , N �rx�, �_ �_" _ �?,t � (IO6.8'157 � �jfti� � ,�e � � � ��,�;-a��r"�, ��i��,��;sa r'��,.tr �e�a,�w4'�' ::kr.s' .,t � �y._ - _r�., tt^-r,+� ,t`.,��-.'� _ e ` ;;3g , � _ . _� .� _ _ �_, �._ �, _z_s..2h � .. _ � __ _ �� :� � ��f: � ��1'°"�' 1�� "" - � � r `� �� _ _ �I I� � I ,t r�� :� � � �� , .sa �_ _ _�_._v_ � �_ _w . _ _ _ - �F: � � 'n n�� .� ,—� — .—, , ,,,��T,.—.,—� =� _ LAUNDRY R � � . ` �� ' � � °� 1 ;,, ;�`� ! ~ ; �,+ , ,, � � ROOM ' Y ' N 4 I =. ; p � �., � `?:� ; � ,fl � F' � p ��' � , t � k `\� e �ty�..�7n€,`'la<N' y'j�'a;t�'�k,r �4=oa. . :'vM.`� =it_f' I f ,1'i � '�i , ' � � � � � �F:r .��.�,� � .��-y.. r , , ;�' __ _ _ — ,,,,,,_,�,.T,.. � j :' � � ` . '} - - - - - W I.0 � I BATH �� LAUNDRY '�' �� Q �, _._ }, — .�' _ r '`4 , `�` `�+ -�4= _ _ �„__.-�,:�E — t ROOM .: MECIIANICAL � ��3 � - �'t:; ; (� ` �.'ry i ''s�4 c` '�,y�i �3 .�:. ai s..:,�� r,' m F � • -�- ,�,4. ,.., , .. .�4. . �iLx �� y,s� 'an h ,r � l".4w r w,t.Yb.-ura. ,.�o��..,�.` _t'�'�'� i T � 4� �' � ..,.�,.�.. �i � `�a� � N y) t . .,��,�. z wr .. T � m ��; �- .` '` �',�� , _ ... b,4 I/2�� '-5 I� 6'-Q V2 � - 8'-1' G ;` � • � _ �n ._ _.._ � ,,1 ; \ c �� u _ 3�Fa., °a ' k =c�,�« "�;"'i::�=�r`• �.;1'^ rv` � � _ ._.,,_ ..�. __ - _ y .. _ .. _.... .._ -. ,r ,. _ _� � ` � �F� d m � "� _� _ _ __ __-_ __ � � � � ��° �' " � �Iy�Q�� m . m � � �„ . �,�- -..,,,.. � �... .,....-�,..� F � r�; j ``C/ , � �; 3 i � � {„. � C � - -� �y� �.,�''w�, `.�"' E',� p,^:j'a '��'' - ;;.�, 'l�a= 'K, _.w,?"-a� � ., �,.�.+.�,w,,,,M,.a.�.�-� r,'� � � r }i� �,� '4 1 C _� _ _ _ _..�._�� u , __ _ � Q .-. .� .�� _ �� _ � r� � g � _ `�r.�ii`" � a �� 8�-0� 4�-0° , .. � �, ____ ___ �, -- _ , '- � 0 v c m 12'-0" II'-2 I/2" b'-I I" II'-2 I/2" 19'-II I/2" b'-4° II'-0" 17'-2" I I'-2 I/2' 23'-5 I/2' 4'-0° t � � � � 2��'��n 2n FLOOR PLANS ° O� io�� & LIGHTING PLAN o _ � � E � � � � 1 PRIMARY — LOWER LEVEL 1570 SF NO'��k 2 SECONDARY — LOWER LEVEL ,5,s sF "O'�rk � z 0 1' 2' 3' s' 3/16"= 1'-0" 0 1' 2' 3' s' 3/16"= 1'-0" °' � 0404 � � _ � A5 °- � � _ o�o _ 5 oF 6 = 0 • w ' � �� '% GENERAL NOTES- INTERMOUNTAIN DUPLEX JOB #0404-20 m. Prefabricated trusses shall be designed by a Colorado registered f. Expansion bolts shall be wedge type "Hilti", "Rawl", or "Simpson" or engineer to support the full dead and live loads of the roof, ceiling, approved equivalent with the following minimum embedments: 2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1 � DESIGN CRITERIA: and any other superimposed loads. The fabricator shall determine 1/2" diameter ---- 2 1/2" A B B R E VI A TI 0 N LI S T web arrangements and member forces. Load duration factor for snow 5/8� diameter ---- 3" Roof Live Load (Snow) ------------------------80 psf loads is 1.0. Calculations and shop drawings shall be submitted to 3/4 diameter ---- 4" a, m CONNECTION FASTENING LOCATION Roof Dead Load ----------------------------15 psf the architect/engineer for review prior to fabrication. The truss g. Epoxy anchors called for on the drawings shall be "Epcon" or °Rawl" or 0��y�G�slF� Floor Live Load -----------------------------40 psf manufacturer shall specify all truss-to-truss connections. Temporary "Simpson" or approved equivalent anchor systems. Minimum embedments, A.B. ANCHOR BOLT � �o�st to s��l or girder 3 - 8d common toenad �,�e•��A�' N�'G��`'a Floor Dead Load ----------------------------25 psf and permanent lateral bracing of trusses shall be installed as required if not specifically indicated on the drawings, shall be according to the A.F.F. ABOVE FINISHED FLOOR 3 - 3" x o�3�" na�� •�` y• Deck Live Load -----------------------------100 psf by the truss manufacturer. manufacturer's specifications. A.F.G. ABOVE FINISHED GRADE 3 - 3" 14 gage staple s $4°167 - e r Deck Dead Load ----------------------------10 psf n. Laminated veneer lumber (LVL) shall have the following minimum properties: h. All welding shall be done by an AWS qualified welder. ADJ. ADJUSTABLE Basic Wind Speed ---------------------------80 mph (Exp. B) 1. Flexural stress--�--------------2600 si i. Delay painting within 3 of field vyelds until welds are completed. 2 Bndging to �o�st 2 - ad common toenad eacn end �,:� ,a� P ANCH. ANCHOR 2 - 3" x o 131" nail o,e�'• .••'�`i Seismic Zone ------------------------------1 2. Modulus of elasti�ity------------1,900,000 psi j Where corrosive soil conditions exist, steel angles that are used to APPROX. APPROXIMATELY p 9 9 P FS�DNAI.�-�G\ UBC Edition -------------------------------1997 3. Tension arallel ta rain---------1850 si support exterior stone veneer shall be galvanized and shall be attached 2 - 3 �a a e sta ie ^ � 9 P ARCH. ARCHITECT 3 1" x 6" subfloor or less to each �oist 2 - 8d common face nad 4. Compression paraliel to grain------2310 psi to the foundation with galvanized or stainless steel expansion anchors. BD. BOARD � - �� FOUNDATION DESIGN: 5. Compression perpendicular to grain BLDG. BUILDING 4. wder than 1" x 6" subfloor to each �oist 3 - Sd common face nail , (parallel to glue line)-----------750 psi BACKFILLING' 5 2" subfloor to joist or girder 2 - 16d common bl�nd and face nad - JUL � a. Desi n of individual and continuous footin s is based on an assumed BLKG. BLOCKING t ical face na�i 2 � 2004 9 9 F). Horizontal shear--------------285 psi 6. Sole plate to �oist or blocking 16d at 16" o.c YP maximum allowable bearing pressure of 2000 psf (dead load plus full live 7, Connection of multiple-member beams: a. Do not backfill against retaining walls until supporting elements are in BM BEAM 3" x 0131" na�� at a" o c. load). A. Top-loaded beams place and securely anchored, or adequate shoring is installed. BOT. BOTTOM 3" 14 gage staple at �2" o c �. b. Foundation and retaining walls have been designed using an assumed i) For members 12" deep or less, nail each member Concurrent backfilling of each side of a retaining wall to final grades B.O.W. BOTTOM OF WALL lateral ressure of 50 Cf. Sole plate to o�st or blockmg at braced braced wall anels �� _ 00 P P to the next with 2 rows of 16d nails at 12" o.c. as indicated on plan or section is required unless temporary shoring is BRG BEARING � 3 - 16d per ts" P �,� � � c•� wall panel 4 3 x 0.131" nad er 16" �(� p `- c. Footings shall be placed on the natural undisturbed soil, or compacted ii) For members greater than 12" deep, nail each installed. CANT. CANTILEVER ( )- " P o structural �II er the recommendations of the eotechn�cal en ineer, (4)-3" 14 gage staple per 16" 1�Y,.,�r3 z ao co ca P 9 9 member to the next with 3 rows of 16d nails at b. Verify type of fill with soils engineer and structural engineer prior to C.J. CONTROL JOINT -� Q o 0 below frost depth. 12�� o.c. backfilling. CMU CONCRETE MASONRY UNIT 7. Top plate to stud 2 - 16d common end nad � U � w o � � d. Provide continuous foundation drains around the perimeter of all B. Side-loaded beams CEM. CEMENT 3 - 3" x o 131" na�� Z 3 - 3" 14 gage staple ' � Z r7 r� basement walls and at the base of retaining walls. Contact i) For two or three member beams, nail each member GENERAL REQUIREMENTS: CLG. CEILING � � � o � � geotechnical engineer for details , to the next with 3 rows of 16d nails at 12" o.c. � CENTERLINE s. st�d to sole plate 4 - 8d common toenad � �j � �, rn rn e. A re resentative of the eotechnical en ineer shall verif soils conditions 4 - 3" x o.13t" na�l � w�� p g g y ii) For four member beams, bolt through with 2 rows a. Structural erection and bracing: The structural drawings illustrate the CLR. CLEARANCE 3 - 3" 14 gage staple � Z � � � ''� X and types during excavation. Because geotechnical information was not of 1/2" diameter bolts at 12" o.c. completed structure with all elements in their final positions. properly COL. COLUMN f- ° Q available at the time of preparation of the construction documents, we iii) For beams consisting of more than four members, supported and braced. The Contractor, in the proper sequence, shall CONC. CONCRETE � � � 00 J"" have used assumed values based on similar sites in the area. contact structural engineer. provide shoring and bracing as may be required during construction to 2 - �sd common end nad J � Construction of the foundation may not proceed without verifying these o. All lumber used in construction shall have a maximum moisture content achieve the final completed structure. Contact the structural engineer CONN CONNECTION 3 - 3" x o�3�" na�� values. Report any discrepancies from design of 19% for consultation (not in contract) as required. CONT. CONTINUOUS 3 - 3" 14 gage staple � •� assumptions to structural engineer for re-evaluation of foundation design. p, Framing Notes: b. Shop drawings: Submit shop and erection drawings for structural steel, CONST. CONSTRUCTION 9 Double studs �sd at 24" o.c. face na�� Z � miscellaneous steel, steel oists and irders� steel deck, masonr C.P. CRIPPLE POST 3" x 0131" na�� at e" o c. � � � Q, � f. Backfill around and above structural buttresses and retaining walls 1. Exterior walls: 1 � 9� Y U c� ,n � shall be compaction-tested per the recommendations of the A. All exterior walls are 2x6 studs � 16" o.c. to a maximum reinforcing steel, wood trusses, manufactured wood joists and glue- DBL. DOUBLE 3" 14 gage staple at 8" o c _ � � � �n geotechnical engineer. height of 12'-6", 2x6 studs � 12" o.c. to a maximum lam beams to engineer for review prior to fabrication. This review is DET. DETAIL �o Double top plates tsd at �s" o c typical face na�� height of 14'-6", and (2)-2x6 studs � 16" to a maximum for general compliance with the intent of the structural design. The DIAG DIAGONAL 3" x o.�s�" na�i at �2" o c. �,,, � X o � � REINFORCED CONCRETE: 3" 14 gage staple at 12" o c. p rn rn height of 17'-4" unless otherwise noted. Walls taller architect and/or contractor are responsible for checking quantities, DWG DRAWING � m c� than 17'-4" shall be framed with manufactured arallam dimensions and coordination with other trades. DWL. DOWEL � � '1'� a. Concrete design is based on the "Budding Code Requirements for studs, contact enginee� for spacing requirementsP Cap c. Dimensions: Check all dimensions against architectural drawings prior EA. EACH Double top plates s - �sd common �aP splice � � o Q� � Reinforced Concrete" (ACI 318) as adopted by Chapter 19 of the 1997 with a double to p plate installed to provide overlapping at to construction Do not scale drawings E.J. EXPANSION JOINT 12 - 3" x 0.13t" na�1 � � >"v U B C. corners and at intersections with other partitions. If d. Cons truc tion prac tices: Gene ra l C o n t r a c t o r i s r e s p o n s i b l e f o r m e a n s, ELEV. ELEVATION �2 - 3" 1 4 g a g e s t a p l e t y p�cal face na�� b. S truc tura l concre te s ha l l have a mini m u m 2 8-d a y c o m p r e s s i v e overla is not ossible, stra to lates with metal s tra m e t h o d s, t e c h n i q u e s, s e q u e n c e s a n d p r o c e d u r e s f o r c o n s t r u c t i o n o f t h i s t t. B l o c k i n g b e t w e e n �o�s t o r r a f t e r s 3 - 8 d c o m mon toenad p p p p p p ENG. ENGINEER to to late 3 - 3" x 0.131" nail strength of 3000 psi. ties Sim son ST292 or e uivalent . pro�ect. Notify structural engineer of omissions or conflicts between the P P ( p q ) EQUIP. EQUIPMENT 3 - 3" 14 gage staple c. Concrete shall be proportione d using Type I-I I su l fa te-resis tan t cemen t. B. Gable-end walls shall be balloon-framed to the bottom of wor king drawings an d exis ting c o n d i t i o n s. C o o r d i n a t e r e q u i r e m e n t s f o r E�UIV. EQUIVALENT Admixtures containing chloride salts shall not be used. rafters or end-wall trusses unless a roved b en ineer. mechanical/electrical/plumbing penetrations through structural elements t2. Rim �o�st to top plate sd at s" (152mm) o c toenail PP Y 9� EXSTG. EXISTING 3" x 0.131" nail at 6" o c. d. Cold weather concreting procedures shall be provided as recommended C. Floor or roof framin members must be ali ned to bear with structural engineer. Jobsite safety is the sole responsibility of the in the ACI Manual of Concrete Practice. g g (E) EXISTING 3" 14 gage staple at s" o c within 5 inches of the studs beneath. contractor. All methods used for construction shall be in accordance ' e. Anchor bolts for beam and column bearing plates shall be placed with D. Provide 7/16" thick APA rated sheathing (plywood or with the latest edition of the UBC. EXP EXPANSION �3 Top plates, �aps and mtersections 2 - tsd common face na�i - `' setting templates. OSB rated 24 16, ex osure 1, at exterior face of exterior e. Details not specifically shown on the drawings shall be contructed in a EXT. EXTERIOR 3 - 3° x o t3t" na�� f. Expansion bolts shall be located at a minimum of 6 bolt diameters � � P 3 - 3° i4 a e sta ie walls. Block all horizontal joints and nad panels with 8d manner similar to the details that are shown for like conditions. These F.D. FLOOR DRAIN 9 9 P � from concrete cdge and spaced at 10 bolt diameters unless noted ' nails spaced at 6" along panel edges and at 12'� alon�j , , items shall b,e brought ,to the attention of the structural engineer as FDTN. FOUNDATION 14. Continuous header, two pieces �sd common ts" o.c. along edge otherwise. intermediate supports. soon as possible� for approval. Approval shall be obtained prior to FLR. FLOOR 15. Ceding �oists to plate 3 - 8d common toenad g. Anchor bolts for wood sill plates sh�all be placed at 4'-0" maximum E. Provide 3 -2x10 headers over all door and window installation. FRMG. FRAMING 5 - 3° x o�3�" na�� spacing with one anchor bolt at 12 from each end or corner and opening(. >ith one 2x6 trimmer and one 2x6 king stud f. It is the responsibility of the contractor to contact the structural FTG. FOOTING 5 - 3" 14 gage staple a minimum of two anchor bolts per piece. �� each end, unless noted otherwise. engineer at the appropriate time to perform site observation visits. GA. GAUGE 16. Contmuous header to st�d 4 - 8d common toenad � 1 h. All exposed edges and corners shall be chamfered 3/4 . F. At beam bearing locations in stud walls, provide multiple- Observation visits to the jobsite by the engineer are for determination GALV. GALVANIZED 3 - 16d common minimum, Table 230810 41 face na�� i. Concrete floor slabs on grade and on metal decking supported by steel stud posts equal to width of bearing member unless of general conformance with the construction documents and shall not GEN. GENERAL t�. Ceiling �oists, iaPs over partions 4 - 3" x o�3�" na�i framing shall have sawn or tooled control joints at a maximum spacing noted otherwise. be construed as inspection. G.L GLUE-LAM (See section 2308.10 41, Table 23os.to 4 t) 4 - 3" 14 gage staple � of 15 -0 in each direction. Locate control joints along column grid 2. Interior load bearing walls: g. Though every effort is made to provide a complete and clear set of GYP. GYPSUM/GYPCRETE 3 - 16d common minimum, Table 23os�0 41 face na�� lines where ossible and rovide slab isolation oints around columns. , construction documents, discrepancies or omissions may occur. 18. Cedmg �oists to paraliel rafters A A p p j A. Interior load bearing walls are 2x4 or 2x6 studs (as HDR. HEADER 4 - 3 x o.�si na�i Concrete COVefa e for reinforcin steel: 9 p p See Section 2308.10 4 1 Table 2308.10 41 j. g 9 „ indicated on plan) � 16" o.c. with 1/2" gypsum Release of these drawin s antici ates coo eration and continued � � � 4 - 3" 14 gage staple _ communication between the contractor, architect and en ineer to HORIZ. HORIZONTAL 1 Concrete cast against and permanently exposed to earth 3 wallboard both sides unless noted otherwise. Cap with a g HT. HEIGHT 3 - 8d common toena�� 2. Concrete exposed to earth or weather : double to late installed to rovide overla in at provide the best possible structure. These drawings have been �s Rafter to Ptote 3 - 3" x o�3t" na�i � A. #5 bar and smaller 1 1�2" P P P PP g INT. INTERIOR See section 2308.10 t, Table 2308101) ' corners and at intersections with other artitions. If prepared for the use of a qualified contractor experienced in the � 3 - 3" 14 gage staple B. 6 throu h 18 bar 2" P INV. INVERTED � �I # 9 # overlap is not possible, strap top plates with metal strap construction techniques and systems depicted. 3. Concrete not exposed to weather or in contact with ground:�� ties (Simpson ST292 or equivalent). K KING STUD 20. 1" dia onal brace to each stud and late 2 - $d common face na�l JST. JOIST 9 P 2 - 3" x 0131' nail � O A. Slabs, walls, joists (#11 bar and smaller) 3/4�� B. Floor or roof framing members must be aligned to bear 2 - 3" 14 gage staple � B. Beams, columns 1 1/2 LAM. LAMINATED within 5 inches of the StudS beneath. 2t. t" x 8" sheathing to each beanng wall 2 - 8d common face nail C. Provide 2 -2x10 headers over all o enin s in wall, with LLV LONG LEG VERTICAL � � � REINFORCING STEEL: � � P g 22. wder than 1" x 8" sheathing to 3 - Sd common face nail one 2x4 or 2x6 trimmer and one 2x4 or 2x6 kin stud LONGIT. LONGITUDINAL g each beanng wall a. Detailing, fabrication and placement of reinforcing steel shall be in each end, unless noted otherwise. LTWT. LIGHTWEIGHT � 23 Built-up corner studs 16d common 24° o c ■ C , D. At beam bearin locations in stud walls, rovide mulit le- LVL LAMINATED VENEER LUMBER � p�� g P P CONNECTION SCHEDULE LSL LAMINATED STRAND RIM MATERIAL 3" x 0131" nail 16" o c � Q accordance with the ACI Manual of Concrete Practice. stud posts equal to width of bearing member unless 3" 14 gage stap�e �s" o c b. Except where otherwise noted on the drawings, reinforcing bars shall noted otherwise. MAX. MAXIMUM � � conform to ASTM S ecification A615 and shall be rade 60 exce t ties, QA SIMPSON H5 24 Budt-up girder and beams 2od common at 32" o c face na�� at toP and P 9 P 3. Floor Construction: MECH. MECHANICAL � � � field bent bars where ermitted b note on lan, or bars to be welded, A Provide 3/4 thick APA rated Sturdifloor rated 24 o.c., � 3" x 9 19 1" n PI at 24" o c. bottom staggered on p Y P " " B SIMPSON ABE66 MAT'L MATERIAL 3" 14 a e sta le at 24" o.c. opposite sides � � which shall be grade 40. t o n g u e a n d g r o o v e e x p o s u r e 1. G l u e a n d n a i l p a n els to all M A N U F. MANUFACTURER c. At splices, lap bars 44 diameters. Do not weld or use mechanical su orts with 8d nails s aced at 6" alon anel ed es and 0 S I M P S O N W P 1 4 _ O sp licing devi c e s u n l e s s s p e c i f i c a l l y a p p r o v e d b y e n g i n e e r. PP P g P g MIN MINIMUM 2 - 2od common face r,a�i at ends and at d. At corners, make horizontol bars continuous or provide corner bars. ot 12" along in terme dia te suppor ts. Ins to l l s hea t hing wi t h Op SIMPSON ITT21/11 88 (N) NEW 3 - 3" x o.�a�" na�� each s plice - ,� Around o enin s and ste s in concrete, provide 2 - 5 bars extendin long dimension perpendicular to joists and end joints NOM. NOMINAL 3 - 3" 14 gage staple p g p � ) # 9 E SIMPSON U210-2 � 2'-6" beyond edge of opening or step. staggered. 0 • at each beanng � •� B. Provide solid blockmg between floor joists at all beanng O.C. ON CENTER 2s 2 planks isd common e. Extend reinforcing steel a minimum of 2'-6" through cold joints. locations. Blocking material shall match the floor joist 0 SIMPSON LUS210-2 OPNG. OPENING 2s co�iar t�e to rafter 3 - tOd common face na�� Unless specifically located on plan or details, coordinate cold joint material. OSB ORIENTED STRAND BOARD 4 - 3° x o.i3t" na�� locations with engineer. 4. Roof Construction: 0 SIMPSON LSSU210 ft PLATE 4 - 3" 14 gage staple face r,a�� f. Welded wire fabric shall conform to ASTM Specification A-185. Lap A. Provide 5/8" thick APA plywood Sheathing rated 40/20, QH SIMPSON CJT4 PLYWD. PLYWOOD 27. Jack rafter to hip 3 - 10d common toenad � welded wire fabric a minimum of one full mesh plus two inches. Laps exposure 1. Install sheathing with long dimension R.O. ROUGH OPENING 4 - 3" x o�3�" na�� - � shall be wired together. perpendicular to rafters or trusses and end joints staggered. QI NOT USED RAD. RADIUS 4 - 3" 14 gage staple � g. Metric bar size conversion table: Nail with 8d nails s aced at 6" alon anel ed es and at �� REF. REFERENCE p 9 p 9 QJ 3/4 � x 16 LAG BOLT 2 - 16d common face nail METRIC INCH-POUND 12" along intermediate supports. REINF. REINFORCE/REINFORCEMENT 3 - 3" x o.�3�" na�� #�� #3 B. Plywood sheathing shall be applied continuously over the �K SIMPSON LSSU210-2 REQ'D REQUIRED 3 - 3" 14 gage staple � #13 #4 rimar roof inembers rafters or trusses below RET. RETAINING 16 #5 P y � � QL SIMPSON LSSU410 28 Roof rafter to 2-by ridge beam 2 - 16d common toenad � # overframed areas to provide adequate lateral stability. REV. REVISION 3 - 3" x o t3t' na�� #19 #6 C. Provide wind/seismic anchors at supports for all roof �M 3/4"� x 18" LAG BOLT R.S ROUGH SAWN s - 3' 14 gage staple #22 #� joists and trusses. See nailing schedule. SCHED. SCHEDULE � ' #25 #8 N SIMPSON LUS210 D. Provide solid blocking between roof rafters, trusses and SECT. SECTION 2 - �sd common face na�i -= #29 #9 lookouts at all bearin locations. Blockin material shall SHT SHEET 3 - 3" x o�3�" nai� �- 32 �}.�Q g 9 QO SIMPSON WP16 3 - 3" 14 gage sta le � ' �36 #11 match rafter, truss chord, or lookout material. SIM. SIMILAR P , 5. Wind Bracing: QP SIMPSON HGUS7 25�12 S.I.P. STRUCTURAL INSULATED PANEL 29 ,loist to band �oist 3 - 16d common face nail �E C E I V E D STRUCTURAL WOOD FRAMING: A. Walls over 4 feet long which are sheathed with gypsum SPEC. SPECIFICATION 5 - 3" x o�3�" na�� wallboard on both faces and are indicated as shear walls 0 SIMPSON HHUS5.50/10 SQ. SQUARE 5 - 3" 14 gage staple r�� , on plan have been designed to resist wind forces in R SIMPSON HU2 1 11 9 P .�UL � � �� a. Except where noted otherwise, all 2" nominal lumber, except studs, Q / STD. STANDARD 30. �ed er str� 3 - 16d common face na�� shall be Dou�las Fir-Larch #2 and better, and all solid timber beams accordance with Table 25-I of the UBC. STL. STEEL 4 - 3" x o�3t" na�� , 4 - 3 14 gage staple and osts 3 nominal and wider shall be Dou las Fir-Larch 2. B. At shear walls, screw 1/2" gypsum wallboard to all studs S 3/4"b x 14" LAG BOLT p 9 # �� STRUCT. STRUCTURAL b. Studs shall be Stud rade and better pou las Fir-Larch or Hem Fir. and to top and bottom plates with #8 X 1 1/8 drywall b �.� q 9 9 �� QT SIMPSON U410 T TRIMMER 31 Wood structural panels and particleboard t/2" and less Sd (per KRM) c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or screws at 7 maximum spacing. Subfloor, �oof and wau sheathing 2 3/s' x o.t3�" na��" C. Exterior I wood or OSB wall sheathin is re uired unless T&B TOP & BOTTOM to framing) 1 3 4 x 16 gage° better 2x4 or 2x6 studs per plan and shall be nailed together with 2 P Y 9 9 �U SIMPSON ABU88 ( ! � rows of 16d nails � 6" on center along each stud. specifically deleted by engineer. T&G TONGUE & GROOVE �s/32" to 3/4" ed (per KRM)q QV 6x6x5�6x0'-5 1�2 STL. ANGLE W� T.O.C. TOP OF CONCRETE 2 3/8" x o131° nailP JOE d. Built-up beams consisting of multiple 2x members shall be nailed 2" 16 gageP g „ P „ 4 -3 4 � THRU-BOLTS EA LEG T.O.F. TOP OF FOOTING d I y to ether with two rows of 16d nails s aced at 12" on center, or STRUCTURAL GLUED LAMINATED TIMBER• ( ) / " T.O.L. TOP OF LEDGE �/s" to i" sd� M AB .1�E with two rows 1 2 diameter thru-bolts s aced 24 on center. P T.O.M TOP OF MASONRY t t s to i � 4 10dd or sd° e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and o. Materials, manufacturer and quality control shall be in conformance � SIMPSOM ACE6 / " / " better. Plates placed directly on concrete walls or slabs shall be with AITC Product Standard PS 66-82, "Structural Glued Laminated T.O. TOP OF Single Floor (combmation subfloor- 3/4" and less sd° (per KRM)q c cked by pressure-trea te d Hem Fir #2. T im ber". Q SIMPSON ITT9.5 T.O.W. T O P O F W A L L underlayment to framing): 7/8" to �" sd a e f. Wood beams bearin in beam ockets in concrete or masonr walls b. Laminated member,s shall be fabricated usin Dou las Fir with the THRU THROUGH � t/8" to t t/4" tod or 8d ISSu g p „ y 9 9 , QY SIMPSON WNP68 3 2 P a n e l s�d i n g (t o f r a m i n 1 2' o r l e s s 6 df shall bear on a treated 2x6 bearing block. Provide 1/2 clearance following combination symbols: ' ' ' ' � T R A N S V. T R A N S V E R S E 9� �� around end of wood beam. Block against sides of beam pocket with 2 4 F-V 4 Simp le-span beams � SEE SECTION 7/S6 T S T U B E S T E E L C O L U M N 5 8� sd P E 0 5 2 1 0� treated 2x blocking to provide lateral support for beam. 24F-V8 Continuous or cantilever beams TYP. TYPICAL 33 Fiberboard sheathmg9 �/2" No. �� gage roofing nailh - 6d common nad g Within floor joists spaces beneath solid or built-up columns noted on 3 Columns U.N.O. UNLESS NOTED OTHERWISE i No 16 gage staple plans, blocking of area equivalent to column above shall be provided. c All members shall be Architectural Appearance Grade, unless indicated VERT VERTICAL 25/32" ►vo �� gage roofing nadh Door or window trimmers consisting of a single stud do not require otherwise by the architect. V.I.F. VERIFY IN FIELD 8d common na�l special blocking in the joist space. d. Protect members from damage or exposure to moisture prior to and W.F. WIDE FLANGE No 16 gage staple� h. Except as noted otherwise, minimum nading shall be provided as specified during construction. W.P. WATERPROOF in the "Fastenin Schedule" on the drawin s 2003 IBC Table 2304.9.1 e Adhesive shall meet the re uirements for wet conditions of service. 34. Intenor paneling 1/4" 4dk i. Bolts used for wood framing connections shall(be installed with ) f. Do not camber laminated members unless indicated on the drawings. W.W.F. WELDED WIRE FABRIC 3/8° sd standard washers and nuts. WD. WOOD j. Unless noted otherwise, steel connectors such as those manufactured STRUCTURAL STEEL: W� WITH NOTES TO TABLE 2304 9 1 � by the Simpson Company shall be used to joln rafters, joists or beams W�0 WITHOUT For SI 1 inch = 25 4mm 2 3/8" x 0.113" nails and 3" x 0131° nails are standard 8d and 10d Gun nads � to other beams at flush-framed conditions. Use all specified nails. a. Structural steel shall be detailed, fabricated and erected in accordance a. Common or box na�is are permitted to be used except where otherwise sta�ed Connector conditions not otherwise noted shall utilize Type U or Type with the most current editions of AISC Specifications and Code of b Nads spaced at s inches on center at edges, �2 inches at intermedtate suRports except s inches at supports wnere HU hangers of a s�Ze specifically designed for the member supported, Standard Practice. spans are 48 inches or more. For nadmg of wood structural panel and particleboard diaphragms and shear walls, as shown in the manufacturer's published tables. Contact structural b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, refer to sect�on 2305 Na�is for wau sheathing are perm�tted to be common, box or casing � engineer for details as required. including plates and angles, shall be ASTM A36. Tube shapes shall be c. Common or deformed shank , sheet k. Wood nailer lates installed on steel beams or concrete walls for to ASTM A500 rade B Pi es shall be ASTM A53 rade B or ASTM A501. d Common p P- 9 P 9 e Oeformed shank flange hangers shall be ripped to match the width of the wall or beam c. Tube shapes are actual size as specified on plan. Pipes indicated f Corrosion-resistant siding or casing nad flange. Nailer plates supporting top flange hangers from one side only on plan are nominal (approximate inside diameter) and refer to AISC g. Fasteners spaced 3 inches on center at extenor edges and s mches on center at intermediate supports Shc]II be installed flush with the face Of Wall or beam flange at the pipe schedule dimensions. h Corrosion-resistant roofing nads with 7�16-inch diameter head and 1 1/2 inch length for 1/2-inch sheathing and , hanger locations. d. All bolts used in steel framing shall conform to ASTM Specification 1 3/4 mch length for 25/32-inch sheathing _ I. Manufactured joists shall be from an approved manufacturer and shall A325. Anchor bolts and bolts used in timber connections ma be i Corrosion-resistant stap�es with nominal 7116-inch crown and 1 �/e inch length for 1�2-inch sheathing and 1 1�2 �nch �. Y length for 25/32-inch sheathing Panel supports at 16 inches (20 inches if strength axis is the long direction of be equivalent in load carrying capacity and deflection critena to BCI 450 ASTM A307. Bolt sizes shall be 3/4" diameter unless noted the panel, uniess otherwise marked) series joists in depths and spacings indicated on plan. Provide otherwise. � Cas�ng or f�nish na�ls spaced 6 �nches on panel edges, 12 �nches at intermed�ate supports }- blocking, bracing, web stiffeners and other accessories as required by e. Typical framed beam connections shall consist of pairs of 1/4" angles k Panel supports as 24 inches Casing or finish na�is spaced s inches on panel edges, 12 inches at mtermediate supports. manufacturer. using the maximum number Of bOlts called for in Table II-A of the I For roof sheathmg applications, 8d nads are the minimum required for wood structural panels AISC Manuol ASD Ninth Edition . m Staples shall have a minimum crown width of 7/16 inch. � � n For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. � o Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 � mches on center at edges, 6 mches at mtermediate supports for roof sheathing JOB # 0404-2C� p Fasteners spaced 4 inches on center at edges, 8 inches at mtermediate supports q Items noted as "per KRM' have been changed from the IBC schedule to a more restrictive requirement. \ m � � �3s'-�� /2° 12�-0" 15'-11" 13'-0 1/4" 15'-5 3/4" 13'-6 1/2` `� z'-s �/4' i�'-z' 2��-�i � 4' �, .�'0 0 M f�/ F',a � s, s'-��• 2'-s �/2• / 1�'-�� /4" s'-�� /2" Qp� 0..��sl �- �! 3�-11 3�4" 9'-11" 4'-0 1�2" G"h�� 2G�°.� d, 2 T O.W = 110'-0 z 6 � �0 � T 0 F = 92'-0 � T O.W = 108'-1 1/2 S5 I � T.O.W = 108'-1 1 2 � 0 9 T 0 W = 114'-6 t ; 34�67 4 r z T.0 F. = 97'-Q S5 � 5 � T.0 W = 114'-6 I T 0 F. = 102'-0 � �e ao _ _ — — — — — — — — T 0 F = 97'-0 S5 � T.0 F. = 102'-0 S5 \ �0:o ,�'�`�' _ , � � °��c' . r � �_ 8w � O � � _ _ — � _ _ _ � � n°°vasc�°��, a A1 CA\ � I a ',_2„ V/oN(1l b\'� '" �' s/ � r--+_2 � _ _ _ _�. _ _ _ � UO � 1 7 - = I STEP 10° I \ 2 �! "� ° � �r I = ' c�t S .J .- rn I � \ ao � � ��i 3 0 — T.O.F. � 8� — — — — — — — — 'r � 2 : � � in S5 = 4 S1EP � — — — �STEP ^ 8 = �� r — — — � 1 oJU� � 'n S5 S5 � "� 3 3'-1" 3'-1 � 00 i° S5 T.0 W = 107'-5 1 2 I � ( = T 0 F 8 � L - - — J � � 2��4 io = ` S5 — T O F. = 97'-0 �n T.0 F. = 101'-0 S5 ��-8" 1'-8" ` � 1 1� � :t _ J � T 0 F. o i T 0 W. = 114'-6 S5 0 � 00 1'-t" I t'-1" � 5�� I � I � TO.W. = 108'-1 1/2 5 - - - - - � � ��-2� 1'-2" a0 �o STEP � — — — — — — - - - - T 0 W. = 110'-0 ' T 0 F = 98'-1 1/2 S5 � — — - - - T.O.W = 113'-10 10 � I I T 0 F. = 102'-0 g^ T 0 F. � N � - - I T O.F. = 97'-0 L — - - — 2,-4n J N I I I � � S5 � � U °o p �— • STEP STEP � � J I � c � N 4" CONCRETE SLAB ON 4" CLEAN GRAVEL BASE � O I 11 �(� � — T.0 F. T 0 SLAB � 8 0 : � . REINF. 7'-OWIDEFTG W/ ^ "� � _ _ _ _ _ J L _ _ _ _ _ _ � S5 : � Z 00 c0 cD I r . - - - #5's � 12" EACH WAY = I 108'-1 1 2 S6 Sb 8" � = 8� - - - - -� I STRUCTURALRBILDL PERDSOIOLS ENG NEER D cv U U Q O O � ° o T 0 W = 110'-0 TOP & BOT � T 0 W = 110'-0 I T O W = 107'T5 t S2 B � � � S�P \ W O I I L J � � ' " � ^ REINFORCE SLAB WITH 6x6-W1 4xW1 4 WELDED I I Z � U � � .� T.0 F = 92'-0 T.0 F. = 97'-0 � T 0 F. = 102'-0 � I T 0 W = 109'-0 � 1 -8 1 -8 7 T.0 F T 0 W = 115'-0 _ � r ��-� �I'� � ( T 0 F. = 99'-0 5 iA = WIRE FABRIC THROUGHOUT PROVIDE 1" DEEP T 0 F = 1 1 0'-0 8� ° 15'-7 1/4" T O S L A B I T H I C K E N E D S L A B E D G E I CONC. STAIRS I � I � S 5 � SAWN OR TOOLED CONTROL JOINTS AT 15'-0" � � Z Z � � S�P 17'-1" 0 4'-2 3/4" 4_ 15'-2" 13'-10 1/4" T 0 F. S5 � S�P � 114'-6 MAXIMUM SPACING EACH WAY. $" �,-�� (n � � O rn o�i . T 0. SLAB STEF � W�� T.0 F � 2 _ T.0 W. = 110'-0 � ao T.O.F. � T 0 F io Z � � -� M X TOW = 110'-0 i C oO � OQ � r T O F. = 98'-0 � S6 3 T O F = 102'-0 �I� - - - - 17'-7" 10'-0" 18'-0 3I4� 0 10'-2 1/4" uo � �� ~ � l� � i 00 J�� '� 2 `� gg T.0 W = 115'-9 1/8 .� 2 � J � � r - - - - - - - - — - - - - -1 S5 10" �.----a--��-- � STEP L + �C J� TOF. = 104'-0 r —: o � J � � I- I Z •�, � I L - - - - - - - - - - $� T.OF i 2 I � ao TOW = 114'-6 - - - - - - -r --�—S6 - - - - - - - - - � �- 4" 4" � T.O.F = 104'-0 T I� O C ° 8p �,-�� 4" CONCRETE SLAB ON 4° CLEAN � �— � S6 ---�-- -�-------- ---�--_ N U � N 00 � � � GRAVEL BASE ON UNDISTURBED � T 0 W = 110'-0 = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � : � M "�m� T 0 W = 115'-0 GRADE OR COMPACTED STRUCTURAL rI, T O F. = 107'-0 �I � REINF 7'-0 WIDE FTG W � � I � a T O F. = 104'-0 FILL PER SOILS ENGINEER Ss � ' � � T 0 W = 114'-6 � F Z 1 � Z I J B � - - - � •- ° — � �p p� � = T O W = 123'-0 `r � � � �t op � � N � ` I I I I °' #5�3 � 12" EACH WAY M T 0 W = 128'-11 1/2 T 0 F = 110'-0 ;� M � � STEP � REINFORCE SLAB WITH 6x6-Wt 4xWt 4 ° T O.W. = 127'-8 TOP & BOT. I T.0 F. = 104'-0 I � � � � � '- T.0 F. °0 WELDED WIRE FABRIC THROUGHOUT r- �I� � I I I T 0 F. = t07'-9 1/2 ''� � 4 �i � S1EP � I - - � - - - -�� - S6 `O PROVIDE 1" DEEP SAWN OR TOOLED N . � BM PKT. Ss f ____ � � � � I — — - - - - � T O F ----- ---- T.O.W. = 128'-9 1/2 T.O.W. = 130'-0 � T 0 F � m �O X o STEP � � � ro � U ' CONTROL JOINTS AT 15'-0" MAXIMUM � I I L IJ — — — — — — � — — — — _ _ _ �s• s- � _ _ _ _ _ _ _ _ � 1�_Op BM PKT T 0 F 114-2 � T 0 F = 114'-2 � O Q � � � - - \ - � I SPACING EACH WAY. � — — — — — � • 1 - - - - - - - - - - (A � >..�.� f 1 - - - J T 0 W = 119'-8 1/4 � I � I STEP I 4" 4" M � � . - - - T.0 F = 109'-8 N T 0 SLAB ( � � t� M L JB o � TOF T.OW = li8'-8 1�4 I � � � � � a � I I 'I ' S6 N � O � TO.F = �09�-8 = � � � � f I i I � � — O — I � �0� � _—_ _ _— ( ' - - � 4 r = � _ � � � �- - - - - - - - - - - - - -- - - - - - - - o � I `� j S5 � � j � � T.0 W = 124'-3 1/4 T 0 F � 6 5 � 3'-1' 3'-1" S.�P S4 T 0 W. = 128'-4 1/2 �" — J � '`� I T.0 F. = 109'-8 5" 5" '" S4 S4 ``� T 0 F. o T.O.F. = 114'-2 T.O.W. = 129�-2 3/4 I � M o • ` — — -- ` = 1A 7 � L _ STEP T.0 F = 114'-2 � J � � �— _ � � 1'-1" 1'-1" i• S4 T O.W = 126'-5 1/2 � I 1 T 0 F. - - "� I S4 _r- � � ` � _ _ T 0 F. = 107'-9 1/2= � � REINF 7'-0 WIDE FTG. W/ 5" I I T 0 W = 130'-0 � ° �O � �- 5� T 0 F. = 114'-2 � I � _ #5's � 12" EACH WAY , = p T 0 W = 127'-8 M R - - - — .J I `� TOP & BOT 8" 1'-0" � _ `� L — ^ � a ,o" o M : �i � T 0 W = 119'-8 1/4 � — - - - T 0 W = 127' 8 � _ d' :- o ,� �A T.0 F. = 109'-8 9 � T.0 W = 122'-6 M 2'-t" 2'-1" T 0 F = 1149-2 3�4 \ I 5 OB 8 � `,� � T 0 F. = 107' 9 1/2 I = i I M o M S6 �S4 r S4 � o I I 6 I � _ _� o _ - - - - - 2 � I � � it in I I S6 � � L JA --------� A �A 0 W. = 125'-1 1/4 F a I S4 � O � A a � � °p _ J , � O - - - - - - - - � �� T 0 W = 124'-4 T 0 W = 125'-6 REINF. 5'-0 WIDE FFG W/ �j _ _ � �_J `j #5's � 12" EACH WAY 4 � 3'-1 3'-1" � _ = F� r1 l TOP & 80T o � �� S4 T 0 W = 128'-4 1/2 ° I � N r � --- TOF = 114'-2 10" S4 f � � � —- — - - - I � •r--I L �J B !� q � � 1 1 2' � 5 T 0 F = 1 4'-2� T 0 F = 114'-2 � T.O.W. - 129'-7 1/4 � o S6 2 3/4" 11'-9 1/4" 10'-11 3/4" 1'-6� 5 t/4" � �� 15'-7" 1Q'-7 1/2" 7" � 2'-4 1/4" 2 3/4" 3'-5 1/2" 3'-5 1/2" 8'-7 1/2' 2'-7" 18'-0" 6'-5" 11'-1" 16'-2 1/4° 1'-0" 3'-8 1 2" � � 18'-0" 1'-8 3/4" � s'-s �/4• i2'-o' �i'-z �/2" s'-10 3/4' ii'-2 �/2° �s'-�i �/4' ,�-1 � 17'-6" 17'-2 1/4" 11'-2 1/2" 23'-5 1/4" • � � O 132'-11 1/2" � n 1 � V� NORTH � � � FO U N D A TI O N P LA N SCALE: 3 16" = 1'-0" SPREAD FOOTING SCHEDULE � PLAN NOTES TYPE SIZE REINFORCING � A 2'-0 x 2'-0 x 1'-0 (3)-#5's x 1'-6 EA WAY ____________5 1 Sx10 1 2 G L � O r- ----�--------------- , ., 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS• B 2'-6 x 2'-6 x 1'-0 (3)-#5's x 2'-0 EA WAY BRACE - SEE SECT 9/S7 � ' (� T 0 W=TOP OF CONCRETE WALL T.O.F.=TOP OF CONCRETE FOOTING ' BRACE - SEE SECT 9/S7 � r.y P�� i 1 7'-11 1 2 i � •� C 3'-0 x 3'-0 x 1'-Q (4)-�5's x 2'-6 EA. WAY � ,' T 0. DE KING � 2. TOP OF FOOIING ELEVATtONS ARE BASED ON FlNDING ADEQUATE SOIL BEARING 1 � � � CONDITIONS AT THAT DEPTH CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED �; 2x 0's � 24' 0 . � � I ' �3 STEPS IN TOP OF CONCRETE WALL IND�CATED � ; ; CONT 2x10 LEDGER Wl � , 3/4" 0 x 4° EXP ANCH's g � 4 CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION ' ' � 24" 0 C. � WALLS UNLESS NOTED OTHERWISE. S� ____5_1JSx10_1�2 G L ---- - ----------------- i � NCRETE FOUNDATION WAILS ARE 10" THICK AND CONTINUOUS FOOTINGS ARE 12" BRACE - SEE SECT. 9/S7 � 114'_ i THICK x 16" WIDE UNLESS NOTED OTHERWISE , BRACE - SEE SECT 9/S7 � � � � I T 0 ECKIN � , � DO NOT SCALE DRAWINGS +s r'+ � � 2x10's � 24" 0 C � 6 ' ��,+rO r�,+ i � (3)_2x10_ _ ryf ryf � � 3/4T�2x�4° EXPE ANCH's � • � ' � 24" 0 C h (3)-2x10 � _ ._ , 4 — — — — — `D, � S5 1 1/4x9 1/2 VERSA RIM 9 (OR EQUIV.) � FLOOR PERIMETER ry+6 INDICATED THUS, TYP. � S5 ti� � (2)-2x4 � 16" 0 C I , QH � HOLD DOWN COL � BRG WALL � � `,?.�.� � 1�• � � . � � . � �� , � � � \ ,ti „s'-s � � � �� , � � ,� To PLYWD. ^ N �` ` , �'P, � � designed b JOE N � � � � �'i1�OD � ��7� Y M A B 23, �� drawn by � � 2` � checked by ■ • ■■ ■ � �1�� issued �.1`� + � g\°`+ � • ■ �„�� ,- � � PERMIT 05/21 /04 � � ---------- `ry, I ` , � � `�j REVISED 06 f 24/04 N '� • 3 s PKT ■ ■ 2) � REVISED 07/21 /04 � 2�2 ■ I 1 3/4x9 1/2 LSL LEDGER ��• Q TYP W/ 3/4"0 x 6" EXP. ANCH � 16" 0 C, TYP „ — , „ NORTH sheet . M AI N FLO�R FRAM I N G P LAN SCALE: 3 16 , -o PLAN NOTES• 9 . ■ ■ 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS. TO BE FRAMED WITH STUDS � 16" 0 C, TYPICAL, � � UNLESS NOTED OTHERWISE 2. POSTS BELOW ARE INDICATED ■ NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED � �, SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED � 3 FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP 1, SPAN RATING 24 O.0 4 (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVA710N WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED) I � . 5 °O" INDICATES CONNEC110N TYPE - REF. S1 FOR SCHEDULE �J O B # 0 40 4-2 0 6 ALL FLOOR JOISTS ARE 9 1/2" BCI 450 � 16" 0 C, TYPICAL, UNLESS NOTED OTHERWISE � / � 9 +s.�-� 12 g s+� 8 ��'�' S� CANT 6x12 S6 �',00 S6 g7 CANT. 6x12 c � ENTRY ST � ENTRY S7 ROOF� TYP y'� ROOF� TYP O�.•np�0 �E��P�� , O� ��sa T� OO c� OO BRACE � CANT. CANT 6x12 Ca e�� G o O c � � CONT. 2xt 2 LEDGER W �, \ H BRACE � CANT � j a CONT 2x12 LEDGER W/ CANT 6x12 � 'P,/o 2{. � rt,+rO ENTRY ROOF, TYP � � ENTRY � Q 6 O ENTRY ROOF, TYP o �1�� o � 2x12 RAFTERS 4)-tOd NAILS O 16" 0 C � E N T R Y '�6 4)-1 0 d N A I L S � 1 6" O.C ROOF, TYP 2 'Pi,o �+ �,+ 6 � o O 24" 0 C, TYP. EA STUD 4 +a` F X `� ' + ) ROOF, TYP ?ks .o� � �� 0 6 �EA STUD) (4 2 +b' ,o ``y1 � � . � � '�: o° c S + + x6 � D • o �C: ��J 4 2ks _ X � � ,y�� ,y,/� �s �sf��os�°,G�, CANT. LVL's �� ` ` 1 1/4x14 71MBERSTRAND EXTERIOR HEADERS ARE. 4 (2)-1 3/4x 9 1/2 LVL `D� S��NAL�-� ..�.�.� .�. • �� ' _ ______________________ 2 -1 3 4x9 1 2 LVL (OR EQUIV) � GARAGE PERIMETER (3)-2x10's W/ (1)-2x6 k6 , . �i�J` 6 R+s O �? � - x INDICATED THUS, TYP. TRIMMER AND (1)-2x6 6 ------ ---- ----- � i ___ �� ________________ ___ 1 1�4x11 7 8 TIMBERSTRAND +6' �- KING STUD EA SIDE, TYP /1'+ �J�� 1 30 �12 '-8 3� �� •• ' JUL 2 ry q � '�iR+s S7 �� _� /4 11 8 - - 6 (OR EQUIV.�� FLOOR PERIMETER 3 -1 3 4x TO' PLYWD UNLESS NOTED OTHERWISE h {'a+ 0 nP ' LOO�f INDICATED THUS, TYP. % �- -(3�=1_3�4x11_7J8_LVL----------- ` �TYP. �,+ II i r �r '�j "�' � . 129-5 : 5 S W Z �� ..�.. .. .. ..�.�..�. ..�. Z T 0 PL S7 � � �i V. _ -- ---CANT--------------- ' W t x22 11 '-8 3 8 i � [ �; o� r�J\ O 1 Q p� v °o � � �� c� � �� c� •- N � ------- ------------- -- ----- - � z U1 p ! \ �� O Q ��+s �� ( )-1 3/4 11 /8 VL 0 ; � (3) 1 3 4 1 7/ L y-� 0 O� � Q 00 p p ^I ^ T 0 PLWYD v�i` �'L+rO 2 ; � cn� I � z � � rn rn � >I X 'S �l 2 � � 1 4 16 VL's � 1 " O C N � Z o � � c`rvi r� � I ------C3)-1 3�4x11 7f8_LVL------ I 129' 3 X � (n � � �. rn rn "; 119'-10 � 6 00 � `�� INV. ; T.0 PL � I ° ~ � � J�X �� T O PLYWD v 2�' X � �+s � � � Z � � � O Q ; .- 1 1 9' 1 0 1 2 T Y P � � � ' � � Q '� O f- r.7 � �' � ( )-1 3/4 T 0 PL �� 2 1 11 7 8 L � .- � � S P M +6 � �J\ � \ I � � � ao �...`. X� � J �; M � �/ � ( )-2 i o (z) zX�o ., ; . � ; � +e � I �+� � r P w�v �+s " ry �+s s �+�, � � r0 i i j rO � - - � � � �\ \ O TM6 � ' —--— -- - CON 2 1 4X�� •� oI (4)-10dXNAILS � 16' 0C. I� N �,' �y 'ry+ `� ? + .i ; I �� I I \�-�- - _-- - �- 2x6 STUDS � 16" O.C. W/ (1)-#4 CONT. HORIZ. 4 CONCRETE SLAB ON WATERPROOF 1/2" PLYWD. OR OSB MEMBRANE ON 1 1/8" PLYWOOD AT 1/2" � x 10" A.B.'s C�? 48" O.C. SHEATHING 2x6 STUDS � 16" 0 C. W/ 127�-� GARAGE. IN CONT. TREATED RIPPED 2x f� 1/2 PLYWD. OR OSB T.O. SLAB 1/2" � x 10" A.B.'s C�? 48" O.C. r� 126'_g 3" STONE & MORTAR BED IN CONT. TREATED 2x6 f� �Q�p REGlSTF9 2x6 STUDS � 16" O.C. W/ SHEATHING a 1/2" 0 x 10" A.B.'s � 48" O.C. 1/2" PLYWD. OR OSB T.O. PLYWD. g a ° d < ° ' •��N��' �" ------ --- I 129 -7 1/4 ,l o s�0• N�,y�O IN CONT. TREATED RIPPED 2x F� SHEATHING 1/2" 4� x 10" A.B.'s � 48" O.C.' � 126'-5 1 2 � 129 -5 a a � q , , T.O. . � c�ea : �, T.O.W. �\\��,�\O\�� Q T.O.' PLYWD. ( a a � �. ,�}�I6? a�, 1 1/2 GYPCRETE, TYP. „ „ , ,� IN CONT. TREATED 2x6 f� ��%o% Q o ( �� . _ 1/2 � x 10 A.B. s � 48 O.C. 127'-0 , �� QC TYP. 129 -2 3 4 �p TYP. . �, J ,,�,�,,��,��.,,° �p••., .�'�,� � �__ IN CONT. TREATED 2x10 R '� 2 -0 �,�� T.O.W. T.O.W. a � ��%�%��\�� SIO N A�-`�`� #4 DWLS x o a i�� „ . 119 -10 1 2 ----- - 119 -10 ° " I � `' #5 s VERT. C�? 16 O.0 T.O. PLYWD. T.O. DECKING � � � 24 O.C. N a , j/�j�%�/�/�� ° a i rr „ a n �\\\\\�� 119 -8 1 4 a ��o��a,,�' , , „ 1 3 4x14 LVL s � 16 O.C. �� 7�g I-JOISTS ��- 2 � 2�04 , OD TYP. ° a q NQ TYP. T,p,W, p ��,o #5 s DWLS x 6 -0 � 16 O.C. _ e PER PLAN - �a ,,``rr```' ° LVL BM. PER PLAN a e 1/2" � x 10" A.B.'s � 48" O.C. A #5 DWLS x o Q DECK JOISTS PER PLAN IN CONT. TREATED RIPPED 2x f�. 2 1/2" 2 1/2" ° #5's CONT. HORIZ. � 16" O.C. a a � 16" O.C. � � ° PROVIDE TREATED 2x a � � v °cv° 11 7/8" I-JOISTS �� y PER PLAN CONT. 2x10 LEDGER W/ 3" STONE & MORTAR BED BRG BLOCK, TYP. a 1�� o 0 ° 2 5 8° � x 5" E X P. A N C H.'s ° ° ° � z � � � f )- � --�-- ° ' Qa � 24 O.C. � -- - a � (2)-#5's CONT. HORIZ. #5's x 2'-0 TRANSV. U � � o � � „ 124-11 , TOP & BOT. °a � � 24 O.C. ? -p w � � T.O. PLYWD. „ „° • � Z o � � � � � �� 2'� CLR. ° ° 2" CLR. 1/2" EXP. MAT'L, TYP. 5 , 5 (5)-#5 s CONT. LONGIT. Ul vi f- /\ 5 s VERT. � 16 O.C. ~ � w^^ # s ° a Z � � � oXa �;o��,,io��,�� a a 4" CONC. SLAB PER PLAN v � � o°o �� r��.. 124-3 1 4 � ��o�;��`�� #5 DWLS x o T.O.W. ° �� 114'-6 - � � #5's CONT. HORIZ. � 16" O.0 ° , `o`�� 16" O.C. � , L ° 5's VERT. � 16" O.C. ° d °� 1 1/2" GYPCRETE, TYP. � T.O. SLAB ° ° � ' N 114'-2 � � a 1 3/4x5 1/2 LVL s �, # � ° < 8� T.O.F. Z � Q , 1'-3 � 16" O.C. ° EA. FACE � ,� ° O � r� d < ° ----------- • o�fo. o ° a a d a N 00 m � 2 - 5's CONT. HORIZ. #5's x 2'-6 TRANSV. a a --- 116 -9 ,� ��`��.� a a � o U _ � � � ,n � ) # a T.O.W. ��o�o� Q a � � � e /j// a I I TOP & BOT. � ° C� 24" O.C. ° � • �TYP. 116'-6 3 4 ��o ° a ° ° ° ° ° � � xo U � � i0 (5)-#5's CONT. LONGIT. ' T.O. STL. � � 1/2" EXP. MAT'L, TYP. � ° ' m a � � 8" 10" 1'-0" PERIMETER DRAIN PER � � o �° Q < a � SOILS ENGINEER N � ��v A 4" CONC. SLAB PER PLAN , � v ° , I-JOISTS PER PLAN M , „ ALL BM. PKT.'s ARE 5" 110'-0 _ a aea INTO WALL, TYP. a a 2 -6 T.0 SLAB a e `�' 109�_8 . , a STL BM. PER PLAN 3 SCALE: 3 4" = 1'-0" ° ° ° d S4 d � n ' Q - �° w T.O.F. � PROVIDE 1" MIN. SHIM & „ „ , „ �' a a a ��y�� a e o �� m � �� 1 2 � x 10 A B. s � 48 O.C. 2x6 STUDS � 16" 0 C. W/ :o!�o��o� � � '� 5 5 #5 s CONT. HORIZ. � 6 O.C. a NON-SHRINK GROUT, TYP. IN CONT. TREATED RIPPED 2x F� .. F �%��' 4° ' j � a � �- EA. FACE 1/2 PLYWD OR OSB �� a ° �d � a � `O 1 1/4x11 7/8 LSL LEDGER W/ SHEATHING � #5 DWLS x o Q� � PERIMETER DRAIN PER � 6" O.C. y� (2)-16d DRIVE PINS � 24" O.C. 130'-0 ,� 1�_�ff �0�� _�� V d d � � SOILS ENGINEER � , � 1 1/2" GYPCRETE, TYP. ' ' _ � 1 -10 � --�-- � 1/2" � x 10" A.B.'s C� 48" O.0 � � � » , , , #5 D,WLS x cfl 129 -5 . I \��\,,�\!\\\\ 3 -0 e aa #5 s x 3 -3 TRANSV � � 12 0 C. � T.O. PLYWD. , a r,,�,�,,,, IN CONT. TREATED 2x6 f� � \ a N �j\�j/\�j/\�j ( I ) g SCALE: 3/4" = 1'-0" � 24 O.C. , I o%,o CONT. TREATED 2x10 LEDGER W/ a 6�� 29 �2 3 4 9 �� S4 (2)-5/8c xx 5" EXP. ANCH.'s � a d � (6)-#5's CONT. LONGIT. � „ , T p.W, fl �,; � a 1/2 EXP. MAT L, TYP. °� � 2x6 STUDS � 16" O.C. W/ 24" O.C. � ° 1/2" PLYWD. OR OSB 1 1/2" GYPCRETE, TYP. a � a , 4" CONC. SLAB PER PLAN „ °a , # ' " — „ „ , „ SHEATHING � ° 11 7/8 I-JOISTS 5 DWLS x 3 -0 � 16 O.C. � 1/2 � x 10 A.B. s C� 48 O.C. � �__ ° ° a . ° a 108'-1 1 2 � IN CONT. TREATED RIPPED 2x F� �� ,� 116 -9 ----- , ° ° T.O. SLAB PER PLAN 9e •� cV o 1/2 � x 10 A.B. s � 48 O.C. T.O. PLYWD. 107'-9 1 2 � � a ° � 4 � �� IN CONT. TREATED 2x6 P � T.O.F. ° � 3 STONE & MORTAR BED - a a � .o� I-JOIST BLKG � 24" 0 C. �TYP. ' ° < � � a a ° � ��o��`� IN FIRST JST. SPACE W/ ° #5's VERT. � 16" O.C. � O ——�—— � � a ° ^� 4 � a � ° a a ///\�///�/�%i 125 -1 1/4 ,I. �. a r r� (5)-8d NAILS INTO EA. � 124'-11 ° T O.W. ° a � � ° ° ^ a ° , �i,�� PANEL, TYP. ° � � � T.O. PLYWD. �i e ° _ � a �a a #5 DWLS x o � � '9 1/2" I JOISTS ' � �, � #5's CONT. HORIZ. Ce? 12" O.C. o a � 12" O.C. � , . � � � J � . � � �� PER PLAN � O ° '��'��'��' ° � 1'-9" 1'-0" 1'-3" _ �° 10" � Q� r� T.O.W. �� /��///`// d #5's x 2'-0 TRANSV. rQ O 124-3 1 4 9r i`��i�� M 2 - 5 s CONT. HORIZ. " " , ii,,.i � , ° 4'_�» 1 3/4x5 1/2 LVL's ° �a � ) # � 5, 5 p 24" 0 C. � � � 16" O.0 e � 5 SCALE: 3/4" = 1'-0" TOP"& BOT. ' Q a � < � . MAT L TYP. a � (5)-#5's CONT. LONGIT � Q 1/2 EXP , ., a a , S4 a � � r�l d � � #5's VERT. � 16" O.0 4" CONC. SLAB PER PLAN � � '� d 2x6 STUDS � 16" O.C. W/ v � � °� ` 1/2" PLYWD. OR OSB .�.�114'-6 � � #5 DWLS x o SHEATHING Y T.O. SLAB ° ° ° N � ° 114'-2 � #5's CONT. HORIZ. � 8" O.C. °a � 8" O.C. � ° � a �° _ T.0.F. � ° � ° �p» 1/2" � x 10" A.B.'s � 48" 0 C. :��i��i�� , ` � ° �,, ° _ a ' � IN CONT. TREATED 2x6 F'�, ,`,��i��i�� , a ° a a • � Q d - ' T. HORIZ. #5's x 2'-6 TRANSV. _ ° � � (2) #5 s CON �� 128' 4 1 2 ��`� � e � � Q a TOP & BOT. ° e C� 24 O.C. Q I d T.O.W. � � � 8" 10" 1'-0" PERIMETER DRAIN PER 1 1/4x9 1/2 LSL LEDGER W/ 1/2" EXP. MAT'L, TYP. ° (5)-#5's CONT. LONGIT ' � J - VE PINS � 24" O.C. ° ° IE� ��i`�i r v 2,_6„ SOILS ENGINEER � (2) 16d DRI ° �� ,`• e ��Q��i,.i r� ////%� n . rr � 5" 5"� ° ° ;�i� 2 SCALE: 3/4 = 1 -0 f ° 4" CONC. SLAB PER PLAN ° � � �� ° °\�`° r"=l 1 1/2" GYPCRETE, TYP. , 110'-0 � � #5 s CONT. HORIZ. � 8 O.C. . .% T.O. SLAB a aa �° � N S4 � * ' � - 4 Q , 0 109'-8 a a d #5's VERT. � 16" O.C. IN CONTX TREATED' 4x�4 R„ O.C. 116 -9 ---- - . T.O.F. (1)-#4 CONT. HORIZ. T.O. PLYWD. � ��'� �� a ��'- ° ° ' � ° e �`i��`�\��\�i�\� , " ° �r ° . 4" CONCRETE SLAB ON WATERPROOF �i�i� ° � :- , • a ° `\ � CONT. TREATED 2x12 LEDGER W/ d a 129'-6 MEMBRANE ON 1 1/8" PLYWOOD AT a e �!��' , a ' � „ , T.O. SLAB GARAGE. (2)-5/8 � x 5 EXP ANCH. s C� , 24" O.C. � ° 129'-2 a � � � e' ° 9 1/2" I-JOISTS �a ,° � 1'-1" 10" ��-�� SOLIS ENGINEER N PER � 1/2" GYPCRETE, TYP. ° T.O. PLYWD. PER PLAN ' � ° � i i i 5"° �" 128'-9 1 2 , � T.O.W. iiri � 3 —o � ___— —— ��'��°�� ° � desi ned b � , „ 124 -4 1 2 - � ` 2,-0 °�o'� ° � DO TYP. g y JOE I-JOIST BLKG. � 24" O.C. � ° 7 SCALE: 3/4" = 1'-0" T.O. PLYWD. a drawn by A IN FIRST JST. SPACE W/ ` S4 a � a �424W O.C. � d � checked b (5)-Sd NAILS INTO EA. Q TYP. . N Y PANEL, TYP 1/2" � x 10" A.B.'s � 48" O.C. ' IN CONT. TREATED 2x4 F� ° � issued a a e < a #5's VERT � 16" �.C. (1)-#4 CONT. HORIZ. �� , „ (SLOPING) LVL's � 16" O.0 PERMIT 05/20 04 4 CONCRETE SLAB ON WATERPROOF 11 7 8 I-JOISTS � � � �27 —o � / #5 s VERT. � �s o.c. • � REVISED 0�21�04 ° MEMBRANE ON 1 1 8 PLYWOOD AT PER PLAN a #5 DWLS x o T.O. SLAB GARAGE. ° #5 DWLS x o #5's CONT. HORIZ. � 16" O.C. , � 16" O.C. p g" p,C, I #5 DWLS x o , �� a � 126'-8 < ° „ T.O. PLYWD. ° � ° � � � 6" O.C. � ° #5 s CONT. HORIZ. � 6 0. . 10 ° � ° 14" 5" 5�< ° . a 126'-5 1 2 � 1'-3 � , (2)-#5�s CONT. HORIZ. Q #5's x 2'-0 TRANSV. T.O.W. ��'�� ° , (2)-#5's CONT. HORIZ #5's x 2'-6 TRANSV. � 2 - 5 s CONT. HORIZ. .• i\��\�r�\�r�\� Q a � 24" O.C. #5's x 3'-2 TR AN SV. 4„ �^� # TOP & BOT. ,a � 24 O.C. �,� TOP & BOT ` � 24 O.C. TOP & BOT. , �`r�� (5)-#5's CONT. LONGIT. 2 -� �/� 4 a d 1/2" EXP. MAT'L, TYP. a a #4 DWLS x o a 1/2" EXP. MAT'L, TYP. � a (5)-#5's CONT. LONGIT. , „ � ° � 24" 0 C. w� d a (6)-#5 s CONT. LONGIT. 1/2 EXP. MAT L, TYP. 4" CONC. SLAB PER PLAN � N ° a d ° < a � 1 3/4x14 LVL's � 16" O.C. 4" CONC. SLAB PER PLAN � � � a 4" CONC. SLAB PER PLAN o U 110'-0 � _ e < 114'-6 � - � a 114'-6 ,� T.O. SLAB ° ° a a N , �. T.O. SLAB � e � `� � i� aa ° T.0 SLAB shee ° 109 -8 LVL BLKG. PANLES � 24 O.C. ° � a »4-2 ��4�_2 ° � � �� , � , �° T.0.F. � , , � a ' IN FIRST JST. SRACE W/ (5)- � � � ° ° �° T.O.F. d � o °0.\, �, �, �, a < a < " < 8d NAILS INTO EA. PANEL �0.�, �, `, �, , � - T.O.F _ o � e ° � ��/��/��/�i d � � � d \��\��\�/�� s d Q o m�a � � � Q d n u < a �//��//��/��% \\�\��\�j\� a d a „� e ° a ' i��\ � a d � � ° a d ��/ �� ° � 1 1/4x14 LSL LEDGER W/ � ��' 'I � a a. o��° a � � � a , \/�/ '0 n a e q a - (2)-16d DRIVE PINS � 24" O.C. �� ° � , a a , ,, a ��i , � .. » • �� PERIMETER DRAIN PER d ° � 10" 10" 1'-3" PERIMETER DRAIN PER �'-g" 10" 1'-0" � � 8 �� -� SOILS ENGINEER REF. SECT. 5 S4 FOR c� PERIMETER DRAIN PER � WALL AND R NF. INFO. _ " SOILS ENGINEER w � 2�-6„ �a � � SOILS ENGINEER 2 -11 3,_7" M 8 SCALE: 3 4" = 1'-0" 6 SCALE: 3 4" = 1'-0" 4 SCALE: 3 4" = 1'-0" � SCALE: 3 4" = 1'-0" JOB # 0404-20 S4 S4 S4 S4 �,. 2x6 STUDS � 16" O.C. W/ 1/2" PLYWD. OR OSB , SHEATHING ' � � � � � � � � � 1/2" � x 10" A.B.'s � 48" 0.C. IN CONT. TREATED 2x6 R O� C/� 1/2" EXP. M AT'L, TYP. pp 0 RE �, 115'-0 ��'••'�0 �FN°.TF.� T.O.W. � 4" CONC SLAB PER PLAN �'ea�� 'yGao 0 I� , 2x6��STUDS � 16" O.C. W/ � �y y: `////\//\\/// ` a a aa Qa 114 -6 a „ REF. SECT. 3 S5 FOR ��2 PLYWD. OR OSB � �:� �� a ° T.O. SLAB • � SHEATHING .e� a ,�,�,�,� a a 4 4 . ��, �%�;�� , a a , a , TOP OF WALL CONDITION „ � f '••«..••' � ' #5's CONT. HORIZ. � 12" O.C. \%\� � �a�i�a�i�� 5�; �.�� REF. SECT. 3/S5 FOR 5, „ „ �� , �� 1/2 EXP. MATL, TYP. s��NAIEN�'� ��o�� TOP OF WALL CONDITION # s VERT. C�D 16 O.C. 1/2 � x 10 A.B. s � 48 O.0 °4 /�/�/ � � R 4" CONC. SLAB PER PLAN 2 I 200� " �� , „ IN CONT. TREATED 2x6 �\\� #5's VERT. C�D 16" O.C. � ° #5 s VERT. � 16 O.C. e #5 DWLS x o 110'-0 JUL � � °° #5's CONT HORIZ. � 16" O.C. ° a @ 16" O.C. _� O.W. & � ° � <a = #5 DWLS x o �� T.O. SLAB �� a °� �a � " #5's CONT. HORIZ. � 6" O.C. , � 6" O.C. � � g \ �,,� ° � a '� , � �. 00 � � � Fi 4 �t %.\/i%��° � .o C � 4 #5 DWLS x o �� 5 s x 1 -6 TRANSV. ��o�� a `�' 5" .� C�D 8" O.C. � ' ( ' ) 2 — 5's CONT. HORIZ. # � � \�\�,�� , o� '� � � p 1 -2 1 -9 � SIM. � ) # �. a �, .o rr < 0 0 (2)—#5 s CONT. HORIZ. ° # TOP & BOT. a � 24 O.C. �.,,\�,, u� z � � � -p Q o 0 ' 5 s x 3'-1 TRANSV. a^ � a , 8" THICKENED SLAB Z � W � rn rn � ��„ TOP & BOT. a � 24" O.C. (5)—#5�s CONT. LONGIT. E D G E W/ (2)—#5 s � Z -� a � (2)—#5's C O N T. HO RIZ. a� � #5's x 2'—0 T R A N S V. � ° CONT HORIZ. � o � � TOP & BOT. � � 24" O.C. n (6)—#5's CONT. LONGIT. a „� „ „ (n rn rn � " ad PERIMETER DRAIN PER ° � � 5 8 � � � w.�--. (5)—#5's CONT. LONGIT. � SOILS ENGINEER v � � ,� o � o a ° a PERIMETER DRAIN PER ° J ° N ' L � J vv S O I L S ENGINEER ° � S E E P L AN J � a� PERIMETER DRAIN PER a � ° N °$ ° ° T.O.F. a � c SOILS ENGINEER � d � o$ a 101'-0 ° a ° o a � '� a N a , , ° T.O.F. `� I , Z � � SEE PLAN � � ° °. ° ° a� ,, a o (102'—Q C� SIM.} ° o a ° e �— °< � � ao o, � U N °� a T.O.F. ` • ` ° < ° _� ° #5's VERT. � 16" O.0 — � � rn � a � � � � I I � rnrn +, xpd- � d a w a a a e � U Qn �n Qrr d d � � � `� ° J� d e � d ° 4 ° � � v v #5 D WLS x o � c� e ° � " v 1 -0 10 1 -9 i� #5's CONT. HORIZ. � 8" O.C. ' � 6" O.C. � � L m �o x a � ,� �� . �� 2 -0 � arn � � � �, ° � �n � >...... � s» �o° i'_o» ``' siM.j � S8M.j �i'—s � siM.) a „ io i� 3'-7" (4'-0 � SIM.) 5 SCALE: 3/4" = 1'-0" (2)—#5's CONT. HORIZ. � #5's x 2'-3 TRANSV 2'-6" S5 TOP & BOT. � 24" 0 C. 11 SCALE: 3 4" = 1'-0" $ SCALE: 3 4" = 1'-0" e aq (5)—#5's CONT. LONGIT. S5 S5 < �� » REF. SECT. 3/S5 FOR PERIMETER DRAIN PER d � � TOP OF WALL CONDITION SOILS ENGINEER � A - N a ��— REF. SECT. 3/S5 FOR � REF. SECT. 3/S5 FOR ° d #5's VERT. � 16" O.C. SEE PLAN „ „ TOP OF WALL CONDITION a °� ° a T.O.F. � 4" 4" TOP OF WALL CONDITION 4 q.a ° , a a a, _ , a o � #5's VERT. � 16" O.0 #5 D W L S x o `�: , < , I e #5's VERT. � 16" O.C. a a a #5's CONT. HORIZ. � 8" O.C. , � g» p,�, I , o a � #5's CONT. HORIZ. � 12" O.0 #5 DWLS x o d 1'-3 � da � #5/�DWLS x o #5's CONT. HORIZ. � 16" O.C. � 16" O.C. � � /1/ a I d � V" O.�.I• _I a � 1 f 1 J 11 H ) II � � (2)—#5 s CONT. HORIZ. , #5 s x 2 -6 TRANSV. � 8 10 1 -3 � ��-9 TOP & BOT. ` a @ 24" O.C. � � g" d � � � a 2 5's CONT. HORIZ. ° #5's x 3'-6 TRANSV � , 2'-9" (2)—#5's CONT. HORIZ. a #5's x 1'-6 TRANSV � �—# TOP & BOT. ° � 24" O.C. TOP & BOT. � 24" 0 C. , (5)—#5 s CONT. LONGIT. .r,,,a a , � � � ' , (7)=#5's 'CONT. LONGIT. � ' � PERIMETER DRAIN PER ° � � 2 SCALE: 3/4" _ ' 1'-0" a (5)—#5's CONT. LONGIT. < ° S5 � o a SOILS ENGINEER � a � PERIMETER DRAIN PER ' '° v ' � N 97'_p � � PERIMETER DRAIN PER v SOILS ENGINEER ° T.O.F. � � SOILS ENGINEER e _ o N � a _ � N SEE PLAN 101'-0 °� a° ° �a ° o ° ° 2x6 STUDS � 16" O C. W/ • � � � � � � 1/2" PLYWD. OR OSB � � � °� � w T.O.F. a e a , , ea e dQ a a o T.O.F. Q a , °a ° SHEATHING /� ,� � a p °�: ° a < ° w� 0 o I a d a' � � � ( ) o �� ° r' ° e ° o d J f » rr � n � r , y. ° o a a a �. e � — 8 1 —2 1/2" � x 10" A.B.'s � 48" 0 C. u � , „ „ , ., '� IN CONT. TREATED 2x6 P � O 3'-0" 115'-0 � `� � 1 —8 8 1 —8 � � 8.. $�. $„ T.O.W � U d ■� � � "�' 4'-0" 4 SCALE: 3/4" = 1'-0" I� � � �� r> > n �d ° J \j\\/�\j\Q/\��\i`� � � 2 —� S5 � \ iiii. SCALE: 3/4 = 1 -0 � SCALE: 3/4" = 1'-0" ° o�%��o�� S5 S5 2x6 STUDS � 16" O.C. W/ ° ° ,``i``�� 1/2" PLYWD. OR OSB � o _ � 2�_� SHEATHING a ` � #4 DWLS x � 4" CONC. SLAB PER PLAN 2�—� d � � 24" O.C. -� � #4 DWLS x � 4" CONC. SLAB PER PLAN 1/2" � x 10" A.B.'s � 48" O.C. 1/2" EXP. MAT'L, TYP. � N � 24�� .� N� a �d IN CONT. TREATED 2x6 F� 4" CONC SLAB PER PLAN ° � _�,___114'-6 T.O. SLAB � a a a, a d, 108'-1 1/2 _�, SEE PLAN SEE PLAN ° ` """-- � T.O. SLAB ° a a T.O.W. �I ° a ° � ^ T.O. SLAB a � _�, 113�-10 a " � ' d O a �� i� 107'-5 1 2 "� o�°� � ° � � � � „ �, . T.0.W. ��i�� T.0.W. a ''�� i��i °�� a � a A'� 5 a 5 i��i��' (1)—#4 CON T. H ORI Z. Q TYP. �i��i��i. � ��o�i��a a c o a �� //�/ (1)—#4 CONT. HORIZ. `•`%�� 1/2" EXP. MAT'L, TYP. a ° °° a ` 8" THICKENED SLAB � � � DECK JOISTS PER PLAN �a EDGE W/ (2)—#5's 4" CONC. SLAB PER PLAN �a a ° a ° a CONT. HORIZ. � 110'-0 � � 5» 5�� $�. CONT. 2n10 LEDGER W/ � T.O. SLAB � a �� 4�� (2)-5/8 � x 5 EXP. ANCH. s 4� 4� ,a ° a ° a a a a � 24' O.C. �„ a � ° �i��i��i•��i�� a a � ��'`�i`�ii`� � designed by �OE / ��i�� a �%��,��`� �o �'�� a , M AB .�\r��i��i��i a �%i ii�i�ii�/i��/ ° a rawn by ��%��i�� < ��a �,,,��, o,,o,,., a checked by \� ° #5's VERT. � 16" O.C. \��\° e °d � � d , \� #5's VERT. C�D 16" O.C. #5's VERT. � 16" O.C. , ISSU2d #5's CONT. HORIZ. C�➢ 8" O.C. d � a #5 DWLS x o d � ` 4 #5's VERT. Q 16" O.C. � 8�� O.C. � � „ #5 DWLS x o #5's CONT. HORIZ. � 8" O.C. a ° #5 DWLS x o a ° PERMIT 05 20 04 , �. #5 s CONT. HORIZ. C� 16 O.C. e � 16" O.0 � ° a � 8 �•�• � REVISED 07 f 21 �04 ad ��_� d ° 9" � ° d e 1'-3 #5's CONT. HORIZ. � 16" O.C. a v C�➢516'WO.C. � 2 — 5's CONT. HORIZ. #5's x 1'-6 TRANSV. (2)—#5 s CONT. HORIZ. #5 s x 1 -6 TRANSV. � ) # d � � # � � � 2 — 5's CONT. HORIZ. #5's x 2�-6 TRANSV. ° 10" TOP & BOT. ° � 24�� O.C. TOP & BOT. ° � 24" O.C. TOP & BOT. d @ 24" O.C. � Q � 5's x 2'-0 TRANSV , (2)—#5 s CONT. HORIZ. # (5)—#5's CONT. LONGIT. ° TOP & BOT. � 24" O.C. a (5)—#5's CONT. LONGIT. ° (5)—#5's CONT. LONGIT. d a < (5)—#5's CONT. LONGIT PERIMETER DRAIN PER � , � ° , � PERIMETER DRAIN PER tl ° � ° , � PERIMETER DRAIN PER � c� � SOILS ENGINEER � ' SOILS ENGINEER a N SOILS ENGINEER _ � � - ° � ° a4n ��2�—� N e a N o (� a ° T.O.F. o ° 97'—00 a TSEE PLAN N sheet � � O O d a dO d 0O 0 a d a w �.O.r. o Q d Q d _ I.O.1 . a G a a �� < a . o �; a a a ° a° T.O.F.o n ° d � �— d �I ° � . � n ° ' a o d a a a � da a a a p � � d � Q G a d a I ' a Q Q � d U �f�ol! ^Il �f��'11 � � f n 1J 1 n ° d ° a a ,. » » 8 8 8 � 1 -1 10 1 -1 U PERIMETER DRAIN PER ti . � � 3�-2�� 2�_p�� 3'-0" � $" 10" 1'-0" SOILS ENGINEER � 9 SCALE: 3 4" = 1'-0" 6 SCALE: 3 4" = 1'-0" 3 SCALE: 3 4" = 1'-0" � 2'-6„ SCALE: 3 4" = 1'-0" s5 S5 S5 S5 JOB # 0404—20 \ (3)-10d NAILS INTO SOLID BLKG. BTWN. EA. LOOKOUT, TYP. LOOKOUTS C�? BRG., TYP. (3)-10d NAILS INTO SOLID BLKG. BTWN. EQ. EQ• EA. LOOKOUT, TYP. LOOKOUTS � BRG., TYP. ��rD R£�/� v�e•�0 ��ylF� EQ. EQ. ;�� s;° : 34i67 - i 2x6 STUDS � 16" O.C. -o� � � NP. �O�•� �� . � TYP. ' `��NAL�ENG\�c, 2x6 STRUCTURAL IN CONT. TREATED' 2Xg R�, O.C. JUL 2 � 200� SUB-FASCIA, TYP. 110'-0 r6_ y DRYWALL NAILER 2x6 STRUCTURAL 2x6 LOOKOUTS AS REQ'D. TYP. SUB-FASCIA, TYP. POST PER PLAN T10' SLAB ' � 24'� O.C., TYP. 2x12 RAFTERS PER PLAN z ,a ° a T O.W. e �� rn � � Zx6 LOOKOUTS � � ° � •a � N „ � 24" O.C., TYP. TRUSSES PER PLAN ' `t � � � � �c� o 0 2x6 STUDS � 16 W/ —�- 1/2" P L Y W D. O R O S B °0 QB OR Q 2 x 6»S T U D S � 1 6 W/ ��\\� 8 / U a� z o � � SHEATHING �� '`�o�� " 1 2" EXP. MAT'L, TYP. -p Q o 0 1/2 P L Y W D. O R O S B I I I I SHEATHING \ � � Z U � � 13 SCALE: 3 4" = 1'-0" � � � ,_ �j � � o � � ° �� 4" CONC. SLAB PER PLAN � z Z r� r� .56 n r u ��///\/\�j\�j` I I �\��\��\�\\\O a 8 SCALE: 3 4 = 1 -0 � ��\,\��\�,\�\�, ,��,, T H I C K E N E D S L A B ° 1 0 8 1 1 2 � � w^^ �/��i��i ( ( ��i�\�i\�i�i EDGE W� (2�—#5's , a ° ° T 0. SLAB Q � o � o Q S6 �,,�� %��! CONT. HORIZ. a � � � J vv Z �, :� -0 o J N SEE PLAN � I I 12" � CONC. PIER � ��;�� c RAFTERS - FOR RIDGE - z 2x BLKG. BTWN. RAFTERS, TYP. CONN. TYPE e a /\\/\/ � ao � ( I ��i��i, Z rn „ HEADER BM. � ' 4" 4" 4" �� a�i � 5/8 PLWD. SHEATHING � � - RAFTERS � ' � 3 '`� (2)-#5 DWLS x _� o U � � � °' j� a PER PLAN � � � � � I I I � ° ° � � °' °' � J O I I 6 � xU � � „ 0 �i A�e 3 m 10 I I (IF PIER HEIGHT EXCEEDS 4'-0, � �^ II � 1 2 I I o ADD (2)—#5 VERT. BARS FULL a � �-' � Qrn �.�i HEIGHT OF PIER) � � �vv II O � O I _ J L _ #5's VERT � 16" O.0 RIDGE BM. I I � ` _ _ � O VALLEY BM. VALLEY BM. w ° (HIP BM. SIM.) (HIP BM. SIM.) I � SEE SCHED. FOR REINF a a #5's CONT. HORIZ. � 16" O.0 , , I I , EQ. EQ. 6x6 POST BEAM PER PLAN 1O 2O OO / tD r � RAFTERS I ( #5 DWLS x I L 1�� 2�_p,� � 48" O.C. L a O ( � � * (USE � BOT.) 6" d � ��2 SCALE: 3 4" = 1'-0" 16d NAILING SCHEDULE (.162" � x 3 1/2" HAND-DRIVEN) � � — � � NOTE: FOOTING DEPTH DETERMINED ' S6 MAX. L 10 2O OO BY PROXIMITY TO ADJACENT FOOTING - � ' (2)-#5's CONT. HORIZ I I MAINTAIN MAXIMUM SLOPE OF 1:1 102' 0 TOP & BOT � 4'-0 (3)-16d (2)-16d EA SIDE (2)-16d EA MEMBER T.0 F. �� L-- - - - -J o 6'-0 (4)-16d (3)-16d EA. SIDE (4)-16d EA MEMBER � °� p � Q d •8'-0 (6)-16d (4)-16d EA. SIDE (8)-16d EA. MEMBER 6 3/4x18 G.L. OR 8 3/4x16 1/2 G.L. 10'-0 (8)-16d (4)-16d EA SIDE (12)-16d EA. MEMBER 5 SCALE: 3/4" = 1'-0" � t� (DROPPED) , �� S6 4" 8" 4" 12 —0 (10)-16d (5)-16d EA SIDE (2)-3/4 � THRU—BOLTS �� 1 (2)—SIMPSON SDS 1/4x4 1/2" (TOE—SCREWS) 14'-0 SIMPSON LSSU210 SIMPSON LSSU210 (3)-3/4"� THRU—BOLTS 1'-4" � '�"'� 1/4" STL. SIDE �.'s 16'-0 SIMPSON LSSU210 SIMPSON LSSU210 (3)-3/4"� THRU—BOLTS 1 1/4x9 1/2 TIMBERSTRAND O (1)-2x12 d- LSL (OR EQUIV.) RIM 2x6 STUDS C� 16" O.C. „ , „ � (2)-1 3/4x11 1/4 LVL � 3 SCALE: 3 4 = 1 -0 7 1/4" GUN NAILING SCHEDULE (.131" � x 3" GUN—NAILS) � � � � 1 1/2" GYPCRETE, TYP. S6 � MAX. L 1� 2O OO __ �_ ' � rS-I O � 4'-0 (4)—NAILS (3)—NAILS EA. SIDE (3)—NAILS EA. MEMBER 116,-9 T.O. PLYWD. � � (2)-3/4"� THRU— N � �� 6'-0 (6)—NAILS (4)—NAILS EA. SIDE (6)—NAILS EA. MEMBER 1/2" � x 10" A.B.'s � 48" O.0 � � O BOLTS EA. LEG � 1 1/4 g�_p (8)—NAILS (5)—NAILS EA. SIDE (11)—NAILS EA. MEMBER IN CONT. TREATED 2x6 f�. � � � „ 115'-9 1 8 a MULTIPLE 2x6 OR 2x4 COLUMN— � O �vy � 10'-0 SIMPSON LSSU210 SIMPSON LSSU210 (2)-3/4 � THRU—BOLTS T.O.W. 12'-0 SIMPSON LSSU210 SIMPSON LSSU210 (2)-3/4"� THRU—BOLTS �j 1/2" EXP. MAT'L, TYP. REF PLAN _ � " RIDGE 9 1/2" I—JOISTS PER PLAN I � 1 ST � �� _ „ 16d DRIVE PINS � 16" O.C. � '� /4 L. � 14—0 SIMPSON LSSU210 SIMPSON LSSU210 (3)-3/4 b THRU BOLTS 6" a 4 CONC. SLAB PER PLAN 16'-0 SIMPSON LSSU210 SIMPSON LSSU210 (3)-3/4"� THRU—BOLTS IN CONT. TREATED 2x6 R � —' 114'-6 (IF HEATED SLAB GLUE � 3/16" a ° i�° , a� �a a Q , ° a &0. oLNA/B o �? TO CONCRETE) \ SEE PLAN � 63. ° � ' � \ 4" 7 — a � a m T.O. SLAB _ SCALE: 3 4" 1'-0" �� ,i��,i�i� ° � � �° � i�r�r�r` ,�v � � r� S6 ` � � " n �/\%��// �j�j/��j�� //��//��//��/� O � (1)-2x12 o a oi r .O �� r��ii,% I � �� REF SPREAD i��i�� • • r i �� 3» � � FOOTING SCHED. ��!�� i,�� \ a SHEET S2, FOR � N N � SEE PLAN a a REINF. EQ ED � ` � 1 1/4" c� T.o.w. _ ° � — — — — — — — 2�-6 a a "� — � a SCHED. WIDTH �� , — �4" STL. VALLEY f� � (2)—#5's �_ (2) 1 3/4x11 1/4 LVL 2�_6 2� 6 a ° 2 SCALE: 3 4" = 1'-0" �� SCALE: 3/4" = 1'-0" � S6 S6 2�-6 � (2)-1 3/4x11 7/8 LVL (2)—#5's x�_ _ I _ _ _ _ _ _ — � SEE PLAN � a 2x4 OR 2x6 STUD TOW , RIDGE BM. 2�_g — a , 4 BRG. WALL �� 5's VERT � 16" O.C. a » �2 5�8 PLWD. SHEATHING SEE PLAN � EXTEND HORIZ. REINF z # , ,a 16d DRIVE PINS � 16 O.C. 6 �— QG TYP.. . QG TYP. T.O.F 2'-0 PAST STEP TYP a Q ° (IF HEATED SLAB, GLUE � 6"� 6"� CONC. SLAB PER PLAN R TO CONCRETE) designed by �OE `�, / I 2 -6 � w 1/2" EXP. MAT'L, TYP. SEE PLAN rawn b M AB , , �%� � � ; �' , < < a aae , a a o � d y CASCADE /\� �� 4" CONC. SLAB PER PLAN � ° o a T.O. SLAB checked by FTG. ��=��— SEE PLAN ` � , a d10.\\ \ `\ \\ �m � � �//�f�U/�//�// 108 —1 1 2 < ��i��i��i� - a A v�i��i��i;� o I SSU 2 d � T 0 F T.O. SLAB �, a a �\��\�%�\ � 4 , � ii`oi� � �j\ OPTION 2 /�� ° d ° (2)—#5's CONT. HORIZ. �`� �� PERMIT 05/21 /04 b \��, , a a TOP & BOT � i i i i EQ. EQ. i RAFTERS ��'�\�i��/i�� a PER PLAN „ , „ SEE PLAN ��!�� a OPTION 1 , „ � 10 SCALE: 3 4 = 1 -0 ToW - - - - - - - _ � , Qa, 1 -4 S6 2'-s I (2)—#5's � � 2 a ° #5's CONT. HORIZ. � 16" O.C. 2,-6 a 2x4 OR 2x6 STUD ° �_ BRG WALL , #5 DWLS x ��D < 12 2-6 SEE PLAN � 48'� 0.C. I-I , „ � 6 2x10 BLKG. BTWN RAFTERS (2)—�5's x� _ I _ _ _ _ _ _ _ T•�•W L, d a 16d DRIVE PINS � 16 O.C. � BRG. 2—6 � 6 d (IF HEATED SLAB, GLUE , a CONC. SLAB PER PLAN R TO CONCRETE) TYP. SEE PLAN EXTEND HORIZ. REINF. z sheet RAFTER PER PLAN � 5/8" PLWD. SHEATHING T.O.F. � 2�-0 PAST STEP TYP. � a° a T P &5'BO ONT. HORIZ. a a, , o = T.O. SLAB , I °' 104'—0 ° ° n ° ° `r a � a � a a � 2 —6 w T.O.F < � ° < ° � - a � � //\/�\j� � ( N 00 d ° ° ° ��`��`r�i�� ° � � �'�l�'�'�' � o /� �1 .O O�i�i; �� o .� � - \ i�=��= — � � - - SEE PLAN -�j/ �� (2)-#5's CONT HORIZ. �i, EQ, EQ. �� l T.o F 4" 1'-0" 4" TOP & BOT \j\ � , �� ``� 8x12 R.S. BEAM �P � /� � � -4 BEAM PER PLAN 1'-8" OPTION 2 g SCALE: 3 4" = 1'-O" 6 TYPICAL CONC. WALL FOOTING STEP SCALE: N.T.S. 4 SCALE: 3 4" = 1',--0" 1 SCALE: 3 4" = 1'-0" JQB # 0404-20 S6 S6 S6 S6 10" 1/4"x8 1/2"x0'-10 STL. SIDE f� 5 1/4" (3)-1 3/4x11 7/8 LVL r— ��p0 RE��s Q •��e� l ——— ——— o�,�°�0. HfNQ•vF,� (3)-1 3/4x11 7/8 LVL � 1/4 ��,�� G;``�o ,� 3/16" � �� 3'-0" MIN. 3�16" � � 34167 Z � (6)-3/4"� � (6)-3/4"� THRU—BOLTS �: ; � 1028 —0 � � � � 1 1 4 �i� THRU—BOLTS � (3)—ROWS OF (2) BOLTS , � ,. , (3)—ROWS OF (2) �Ff�•• «..•••��k, B.O. WALL � � � t g" � / o o ' — — �NAi.E �� TS3x3x1/4 g 3/16 1/4"x8"x0'-8 1/2 STL SIDS ALE. 3/4" 1' 0" ' �gd� l� o 0 ° TS3x3x1/4 O (2)-3/4"� THRU—BOLTS �— S� JUL 2 I 2004 io;�� do$$ - o 000a��'�.'�,�� — � VERIFY BM. WIDTH � � „ �� a ;go.,�� , `°�'g•• c•� 1/4„x8 1/2"x0'-9 � „ 3/16 •°��°„;'+`�`� � �� STL. SIDE f� ,— �2 STL. !� G.L. BM. PER PLAN � v o0 �� Qoq� � 3/16 � cv � . �� 00 DECK FRAMING � Z � � � _• TS6x6x1/4 ( ) 118 —8 3 8 U � o � � o � � X ,� �� °O� BEYOND T.O. STL. z � w v i I ¢ a � �y°qo04 sop�• 9� ° � ��°p`�a.�.,p�b;�p' ��p.�o:� a �—y � Z z � � p 2 ��:�� o��`b'' �4 Uj � � � rn rn I �`g8°°°^ �„`�+ — — — — ° 1- w.�,� � � Jr7X �..�ob �• 5 �/sX�o i 2 c.�. � Q ,� o � o � � °°� $'�+� BEAM � J vv �°$°° ��°°`r a� 2x DECKING, TYP. � � 00 00� aoo. �°�°'o'°o p 4�r GRAVE L F I L L A N D F I L T E R :-�,��d FABRIC PER SOILS a W 10x22 PER PLAN J i° o� �� ENGINEER FOR DRAINAGE T�R7�� \ b d � � o g�� TS3x3x1/4 ° DECK JOISTS ARE 2x10's � '� r_ g��. . 1 4"x5 1 8"x0'-9 �� a a` � 16" O.C., TYP. z � r / / 3/16 CONC. FOUNDATION 0 a� � AND SLAB PER 6 S5 119 —10 � '�� i 4�°� ° STL. BRG. f� a ' 3 4"� THRU—BOLT U _ � � �� .�a�� • �. �4� N T : \ e (FRAMING NOT SHOWN) T.O. DECKING � � �, „ � � � � � �Rb°O oo•A�.'' \ � . �o: 1. BOULDERS ARE TO BE 1�-6 TO � �� 3 4'-0 IN DIMENSION AND SHALL ° � +� X o � � ,_0 °�$A� � TS6x6x1/4 ° � o 1022 � . BE OF A N G U L A R S H A P E S ° 3 m ^^ B.O. WALL _ o�oo$o (NOT ROUND) a G.L. PER PLAN �N T Y P. � _ � � p ¢o Q Q o�oo . � q NOTCHED FOR BRG. II o l o � � ��4„ \ N � > °.�'� � • t 2. P L A C E B O U L D E R S S O T H E Yr- INTERLOCK BOTH VERTICALLY � \ �ao �o�a� ' ! , , � , , � � ��_ ��ag' AND HORIZONTALLY ' , 3/4"x12" LAG r � � d- � d � �� W 10x22 PER PLAN �� • . � ° 1 1/4" � —� 1/4 STL. SI DE f�s �� `�$�°�o oo• 3, DIMENSIONS SHOWN ARE APPROX. ° " ' � �°`�°� � � BUT THE TOTAL HEIGHT OF THE � ��= WALL MAY NOT EXCEED 6�-0 \ � AND THE SLOPE MAY NOT BE °° o ° TS6x6x1/4 5 SCALE: 3 4" = 1'-0" � STEEPER THAN 2:1 1'-6" MIN. \ e o a I S7 � EA. BOULDER 4. BACKFILL AND BASE SOILS SHALL ` � TYP. BE VERIFIED BY SOILS ENGINEER ° ° ° 2x6 STUDS C�1 16" W/ DURING CONSTRUCTION OF WALL � ` 1/2" PLYWD OR OSB CONT. 2x12 LEDGER W/ �I a° _ �2" STL. i� SHEATHING (4)-10d NAILS C� 16" O.C. �� (4)-3/8"� x 4 1/2" a a , �' (EA. STUD) �I 1 11 BOULDER RETAINING WALL SINGLE TIER SCALE: 3/4" = 1'—a" EXP. ANCH's, TYP. � ° � �� d 5/8 PLWD. SHEATHING � S7 3'-0" MIN. � a (4)-1 3/4x11 7/8 LVL g SCALE: 3/4" = 1'-0" 12 QG TYP. � 1020'-0 � � � g� 6 �— 1/2" GYPCRETE, TYP. _ � T.O. WALL ' � � .rq �� 6x12 BM. 3/4" PLYWD., TYP. � I��e%�/��/� � o b .�o ^ io,�°' ° �� — ——— ———— 119'-10 1 2 F--°4 � �_p��.b� o�� _ - z T 0. PLYWD. � — 2x BLKG. PANELS � ��J,a� �°.g YQ�� BRG.R TYP.RS � � �o�� y� I i � � �:� :� � �, '� N �°��° �°°� � ° � � � �°�� '�°� LAN 11 7/8" TJI's PER PLAN � � ,c��; 2x6 SUB—FASCIA PER P . — — � Q� � Q 1 �`,� q� 4 SCALE. 3/4" — 1' 0" � �s�oo�.�. 3�4..� x 12" � � `��a�b` ��R { ( )- � � �p�A�°,o�°°��$ ,�� LAG BOLT, (1) 4 2x6 S7 � 2 °�.�o��ob� EA. END TYP. ,� � O � ��`�•°�.°�$��c^�'� ' 1 1/2 GYPCRETE, TYP. � �?�,�a•b°�°,�" •o �O$^o�0oa°'o°'' �;0°��°44.�� 6x6 DIAG � � ^ �o o �.a 3/4" PLYWD., nP. �'��- �-- l y ��'a BRACE DECK JOISTS ARE 2x10's � •� �oo°°�b' C�D 16" 0.C., TYP. _ ___ _——— 119 —10 1 2 �� ' ��g�• 119'-10 � �g 4 � T.O. PLYWD. ��e o o��tQa&�� T.O. DECKING L(� , "�� N TYP. _ G� 0 7� ��o°000•b�a° � i _ `��0. YP. „ , C� 1014'-0 a° �� 2x DECKING, T B.O. WALL ` 11 7/8 TJI s PER PLAN eo°$°° ° . � . o �.'�� I�.°.°'°°a� �, > " CONT. 2x10 LEDGER W/ 1 1/4x11 7/8 TIMBERSTRAND � ~~'- , � � ° g SCALE: 3 4 = 1 -0 X � , /��a °oQ (4)-10d NAILS � 16" O.C. (OR EQUIV.) � FLOOR PERIME �0.��,°p� °°• AND (1)-3/4"� x 4" LAG INDICATED THUS, TYP. � ¢ �o•� • S� BOLT � 48 O.C. ,. � �°°—°�°�-�o`;� $so�o�'�' � 1 0 , ��o _ I 8 —0 f ��_,��°._°�ro �•„a • o N 3'-0" MIN. ° �' ' , ,� °o�� o�"�� .. 2x6 STUDS C� 16" W 1/2" PLYWD. OR OSB 1012'-0 � �� SHEATHING T.O. WALL � , I��i�i��i� f8��1� 3 SCALE: 3/4" = 1'-0" D�o o �� S7 � ;a�� o � � � , , , � � � � , , , o�o�o�ba �,�oaa .��oQa�Q 4�� i _• I—JOIST OR LVL desi ned b JOE .o��• �--- WOOD COL. FROM ABOVE HEADER TO MATCH g y �w°�° •�°� � � � � JOISTS OF FLOOR drawn by MAB �o , �,� , checked by �� r Q � ��q�o - ' - - ��"°o .��°`�'' X � ��°°a��°��'4"f' __--_- -__ � ~ ~ issued _ � � � 0 2 ��o��o$��' _________ ______ � � � oo��.�,R•• - - -� m °° � ��$oao�o � __ � Q L J o PERMIT 05/21 /04 rorV�vQ7��+:pOdbr •Y • r � r � Ooao ao°: _ b°°°��,`�4 GRAVEL FILL AND FILTER - OD TYP �o s• _- :•�°e"�'.�d FABRIC PER SOILS =°- __ � o '°• - - - o�°1�,b� ENGINEER FOR DRAINAGE _ -__-- -_-__ _ __-= � 4�• - __ - - _ � - _-_ -- 6 . , �°;��°6 0=�,o`�,�oR _ __=- -_ --__-__-- _ bo��:�� - _- __-=- ��000.�?• . _ ______ _-- =- :_ �,��o. 1. BOULDERS ARE TO BE 1 -6 TO - - ��„° �� 4'-0 IN DIMENSION AND SHALL _ _- _- _- -_ 1006 ��a$:� BE OF ANGULAR SHAPES _- - - 2 TYPICAL PLUMBING/MECHANICAL HEADER SCALE: 3/4" = 1'-0" B.O. WALL �'�� ' (NOT ROUND) _ - _ =- - S7 o°��°g� - - -- - SEE FRAMING PLANS sheet p °°'��°o� ----= -- - ----- FOR HEAflER SIZE ° `�� ° • s 2. PLACE BOULDERS SO THEY =- __ __ _ � � � qQ �: '°� INTERLOCK BOTH VERTICALLY _ ___ - �aao , '°. = � � �,� AND HORIZONTALLY -___ �� ;��fit'� o�*°` •�•� _ ___ 2x BLKG. _ $ � �� 3. DIMENSIONS SHOWN ARE APPROX. -_ TO MATCH PROVIDE A MINIMUM •��o.o °°�° ` _-_--= ��°,• � f. ° BUT THE TOTAL HEIGHT OF THE COL. ABOVE OF ONE KING STUD, r � ��°�" " • WALL MAY NOT EXCEED 6�-0 - ,_- _ - AND THE SLOPE MAY NOT BE _ OR AS SPECIFIED ON PLAN STEEPER THAN 2:1 = - ti 1'-6" MIN. �"== = NDSCATEPTRIM,MDRS�NONLY AND EA. BOULDER 4. BACKFILL AND BASE SOILS SHALL �P BE VERIFIED BY SOILS ENGINEER DO NOT INCLUDE KING STU DURING CONSTRUCTION OF WALL 0 RETAINING WALL DOUBLE TIER) SCALE: 3 4" = 1'-0" � TYPICAL BLKG. IN JOIST SPACE SCALE: 1 1 2" = 1'-0" � TYPICAL WINDOW DOOR HEADER SCALE: 3 4" = 1'-0" JQB # 0404-20 1 BOULDER � g7 S7 S7