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HomeMy WebLinkAboutFOREST GLEN LOT 3.pdf r � U 1'� Tou�voF v�rL � . � Departmeni of Community Development 75 South Frontage Road Yai� Colorado 81657 970-479-2138 TM FAX 970-479-2452 Town of vail 75 South Frontaqe Road vail , Colorado 81657 ( 303 ) 479 - 2138 Plan review based on the 1991 L7niform Building Code Prc� ject Number : B98 - 0174 Name ; Lowe ResidenC � Address : Glen Falls Road Date : July 21 , 1998 Contractor : S . H . Cole Constr . Occupancy : R3 , M1 Architect : Frontier Loq Homes Type of Const : V - N Enqineer : T . Hermanns Plans Examiner : CHARLIE DAV2S CORRFCTION REQUIRED 1 No plans All electrical work is to be complete to the rPquirements of the latest National Electrical Code , all T�wn of Vail Ordinances , anc� Holy Cross Requirements . 2 This project will require a site improvement survey . This survey shall be submitted and s � aff approved prior to a request for a frame inspection . Under no circumstances will a frame inspect. ion be done without an approved site improvement survey . 3 All new construction within the Town of Vail will be required to have a Public Way permit plus an initial inspection by the T . O . V . Public works Department to approve site drainage and culvert installation prior to any Buildinq Dept . inspeCtions . 4 Glazing in a hazardous location is required to be qlazed with safety material . - - Sec . 54Q6 . 5 A bathroom is required to have an openable window or a mechanical ventilation system . - - Sec . 1205 . ( c ? 6 In ba. throoms with a tub or shower and in laundry rooms a mechanical ventilation system connected directly to the outside shall be provided . Bathrms which contain only a water closet or lav . may be ventilated with a recirculating fan . UBC 1205 ( c ) . 7 Domestic clotnes dryer exhaust ducts shall be installed as per UMC 11Q4 and 1903 . Flexible duct connectors may not exceed 6 ' in length ancl shall not be concealed within construction . Ducts sha11 terminate outside the bui2dinq and not exceed 14 � length . �a RECYCLED PAPER , , �� 1ti TOWN OF YAIL � . � Deparnnent of Community Devetopment 75 South Frontage Road vail, Colorarlo 81657 970-474-2138 TM FAX 970-479-2452 8 Crawl spaces are required ta be ventilated by mechanical means or by openings . Such openinqs shal. l have a net area of not less than 1 sq . ft . for each 150 sq . ft . of under - floor area . UBC 2516 ( c ) 6 . 9 Heating and coolinq equipment lacated in the garage shall be installed with the pilots and burners or heatinq elements and switches at least 18 " above the floor level of the garage . UMC 508 . 10 In buildings of unusually tight construction ( a11 new Construction within the Town of Vail ) , combustion air sha11 be obtained from the outside . Such combustion air openinqs shall be as per UMC Ch . 6 . 11 Supply a mechanical drawing indicating design of system , size ( BTU and volume ) of equipment , vent location and termination , and combustion air to be supplied prior to any installation . 12 A smoke detector is required in the access area to all rooms used for sleepinq purposes . - - Sec . 1210 . ( a ) 4 . 13 A smoke detector is required in al1 rooms used for sleeping purposes . - - Sec . 1210 . ia ) 4 . 14 On an upper level where rooms are used for sleepinq purposes , a smoke detector is required in the ceiling at the stairs . � - Sec . 1210 . ia ) 4 . 15 A smoke detector is required on a11 levels wired to an alarm in the bedroom area ( s ) . - - Sec . 1210 . ( a ) 4 . 16 A smoke detector is required in the basement wired to an alarm in the bedroom area ( s ) . - - Sec . 1210 . ( a ) 4 , 17 The garaqe must be separated from the dwellinq by 1hr fire - resistive constructian on the qaraqe side . - - Table 5 - B & 503 . ( d ) axc . # 3 18 The enclosed usable space under the stairs is required to be protected by lhr fire - resistive construction . - - 3306 . l1 ) 19 A window well for eqress shall be provided with a qrippable ladder for access to grade . Any cover ��� RECYCLEDPAPER � r _ _ _ -- ! 1 �ti over egress window well shall be equipped wi TOWN OF VAIL approved release mechanisms openable from in lock . UBC 12 � 4 � � � Deparnnent of Community Development 7S South Frontage Road Yai� Colorr38o 81657 Include a co�y of the soils report for the s 97D-479-2138 be built on . - - Sec . 2905 . � FAX 970-4�2452 Provide r_ russ details by the truss manufacturer ' s engineer . ( reg in this state ) ��� RECYCLED PAPEIt ---�_ . A � _ _ � 11 1� TO�YN OF VAIL � � � Department of Community Development 7S South Frontage Road Yaid, Codorado 81657 970-479-2J38 FAX 970-479-2452 TM Town of Vail 75 South Frontage Road Vail , Colorado 81657 ( 343 ) 479 - 2138 Plan analysis based on the 1991 Uniform Building Code Project Number : B98 - 0174 Name : Lowe Residence Address : Glen Falls Road Date : Ju1y 21 , 1998 Contractor : S . H . Cole Constr . Occupancy : R3 , M1 Arcliit. ect : Frontier Log Homes Type of Const : V - N Engineer : T . Hermanns - Plans Examiner : CHARLIE DAVIS NOTE : The code i � ems listed in this report are not intended to be a complete listinq of all possible code requirements in the 1991 UBC . It is a guide to selected sections of the code . SEPARATION DIRECTIOI3 BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line '74 . 6 Feet 74 . 0 Feet EAST Property line 15 . 0 Feet 15 . 0 Feet SOL3TH Property line 37 , 0 Feet 37 , 0 Feet WES 'P Property line 15 . 0 Feet 15 . 0 Feet EXTERIOR WALL FIRE RATINGS AIVD OPENICVG PROTECTION Table 17 - A & Tab1e 5 - A NORTH EAST SOUTH WEST OCC BRG NON - BRG OPNG BRG NON - BRG OPNG BRG NOY3 - BRG OPNG BRG NON - BRG OPNG WALL WALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT R3 Ohr dhr None Ohr Ohr None Ohr Ohr None Ohr Ohr None Ml Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None The exteriar wa11s may be of COMBUSTIBLE material . Sec . 2201 . None - - No fire protection requirements for ppenings . Prot. - - Openings are ta be protected with '3J4 hr fire assemblies . 50 � of the area of the wall maximum . Sec . 2203 . (b ) & Table 5 - A Maximum single window size is 84 sq . ft with no dimension qreater than 12 feet . - - Sec . �4306 . th ) NOP - - Openings are not parmitted in this wall . * - - These wa11s may ba required to have a parapet wa11 30 inches above the roofina . The parapet wall is requi. red to have the same fire r� tinq as the wall . See section 1714 . for details and exceptions . �� RECYCLEDPAPER r � r 13 � TOWN OF YAIL � . � Department of Community Development 75 South Frontage Road Yai� Colorado 81657 970-479-2138 TM FAX 970-479-2452 FL NAME AREA MIN . LIGHT MIN . VENT NO . EXITS EGR� SS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 Master bedroom 398 39 . 80 19 . 90 1 Yes 2 Master bath 7. 15 0 . 00 5 , 75 1 No 2 Unfinished 517 0 . 00 Q . DO 1 Na 2 Halls , closets , etc . 178 O . QO 0 . 00 1 No TOTAL FUR FLOOR 1208 1 1 Dining room 285 28 . 50 14 . 25 1 No 1 Living raom 390 39 . 00 19 . 50 1 No 1 Kitchen 202 20 . 20 10 . 10 1 No 1 Laundry room 60 0 . 00 3 . OQ 1 No 1 Entry 106 0 . � 0 5 . 30 1 No 1 Mud room 42 0 . 00 2 . 10 1 No 1 Bed. room # 1 190 19 . 00 9 . 5Q 1 Yes 1 "Bath raam 61 0 . 0 � 3 . 05 1 No 1 Garaqe 466 0 . 00 0 . 00 1 No 1 Halls , clasets , etc . 41 � 0 . 00 0 . 00 1 No TOTAL FdR FLOOR 2212 1 ' B Bedroam # 2 156 15 . 60 7 . 80 1 Yes ' B Bedroom # 3 149 14 . 9Q 7 . 45 1 Yes I B Bath room 61 0 . 00 3 . 05 1 No I B Bath room 42 O . aQ 2 . 10 1 No ' B Rec . room 480 48 . 04 24 . 00 1 No ' B Ha11s , clasets , etc . 10Q 0 . 00 6 . 00 1 No ' TOTAL FOR FL40R 988 1 Xes BLJILDINU TOTAL 3920 2 FOOTNOTES : 1 ) EGRESS - An operalale windaw or daor that opens directly to the exterior is required from this room . The minimum clear o�enable area mu. st meet the followinq . - - Sec . 1204 . 1 ) The minimum clear height is 24 inches 2 ) The minimum clear width is 20 inches 3 ) The minimum clear area is 5 . 7 square feet 4 } The maximum si11 height is 44 iriches 2 ) The number of exits is based an Table 33 - A ( Dwellings ? 3 ) A mechanical ventilatian system may be used in in lieu of exterior openings for ventilation . - - Sec . 12 � 5 . fc ) 4 ) The requirement for an egress window sn the basement is based on Sac . 1204 . ROOM DIMENSIQNS : Habitable space shall have a ceiling heiqht of not less than 7 feet 6 inches . Kitchens , halls , bathrooms and toilet compartments may have a ceilinq height of 7 feet measured to the lowest projection . Zf the ceiling is sloping , then the minimum height is required in only 1 / 2 of the area . - - Sec . 12Q7 . ( a ) Every dwelling unit shall have at least one room which has not less than 120 square feet of floor area . Other habitable rooms except kitchens shal2 have an area of nat less than 70 square feet . - - Sec . 1207 . ( b ) Habitable rooms otYier than a kitchen shall not be less than 7 feet in any ��� RECYCLED PAPER � � , u � TOWN 4F VAIL • � , Department of eommunity Development 75 South Frontage Road Yait, Colorado 81657 9�0-479-213$ FAX 970-479-2452 '"� dimension . - - Sec . 2207 . ( c } GLAZING REQUIREMENTS : A11 glazing in hazardous locations is required to be of safety qlazinq material . - - Sec . 5406 . ( d ) 1 ) Glazing in ingress and egress doors except jalousies . 2 ) Glazinq in fixed and sliding panels of sliding door assemblies and panels in swinqing doors other than wardrobe doors . 3 ? Glazing in storm doors . 4 ) Glazing in al1 unframed swinqing doors . 5 ) Glazing in doors and enclasures for hot tubs , whirlpools , saunas , steam rooms , bathtubs and showers . Glazing in any portion of a bt� ilding wall enclosing these compartmenr_ s where the bottom exposed edge of the glazinq is less than GO inches above a standinq surface and drain inlet . 6 ) Glazing in fixed or operable pa.nels adjacent to a door where the nearest exposed edge of the qlazxing is within a 24 - inch arc of either vertical . , edqe of the door in a closed position and where the bottom expased edge ', of the glazinq is less than 60 inches abave the walking surface . j 7 ) Glazing in an individual fixed or operable panel , other than thos � locations deacribed in items 5 and 6 ab�ve , than meets a11 af the fol. lowinq conditions : A . Exposed area of an individual pane greater than 9 square feet . B . Exposed bottom edge less than 18 inches above the floor . C . Exposed top edqe greater than 36 inches above the floor . D . One or more walking surfaces within 36 inches horizontally of the �, plane of the qlazing . 'i 8 ) Glazi. ng in railings regardless of heiqht above a walking surface . ', Includ�d are structural baluster panels and nonstructural in - fill ' panels . See exceptians . SMOKE DETECTOR REQUIREMENTS : A smoke c3etector is required on the ceilinq or wall at a point centrally Iocated in the corridor or area qivinq access to each sleepinq area . - - Sec . 1210 . ( a } 4 . A smoke detector is required on the ceiling or wall in each sleepinq area . - - Sec . 121Q . ( a ) 4 . A smoke detector is required in the basement . - - Sec . 1210 . { a ) 4 . A smoke detector is required on all stories . - - Sec . 1210 . ( a ? 4 . If the up� er 1eve1 cantains sleepinq roam { 3 ) , a smoke detector is required in the ceiling of the upper level close to the stairway . - - Sec . 1210 . ( a ) 4 Smoke detectors are required to ba wired to the buildinq � s power source and shall be equipped with a battery backup . - - Sec . 12Z0 . { a ) 3 . Detectors st�all sound an alarm audible in all sleeping area of tha dwelling in which they are located . - - Sec . 1210 . ( a ) 4 . FIREPLACE REQUIREMENTS : FACTORY BUILT FIREPLACE : 1 ) Unit must be an approved unit . - - Sec . 3705 . ( a ) ��� RECYCLEDPAPER � r aa �y TUTYN OF YAIL � . � Depanment of Community Development 75 South Frontage Road Yai� Colorado 81657 970-479-213$ � FAX 970-479-2452 2 ) Clearances and hearth size must be per manufactures approval . - - Sec . 3705 . ta ) & ( b } 3 ) Chimney height must be per manufacturer ' s approval and Tab1e 37 - B OCCUPANCY SEPARATION : Between th.e garage and the residence , materials appraved for 1hr fire construction are required on the garage side only and any doors between the garage and the residence are to be a self - closing 1 3l8 inch solid core door or a 20 minute fire door . - - Tab1e 5 - B & Sec . 503 . td ) exc . # 3 STAIR REQIIIREMENTS : A stairway in a dwelling must be at least 36 inches wide . - - Sec . 3306 . ( b ) The maximum ri :� e of a step is 8 inches and the minimum run is 9 inches . - - Sec . 3306 . tc } exc . # 1 Provide a h.andrail on one side a stairway 34 to 38 inches above the nosinq if there is 4 or more risers . - - Sec . 3306 . ti ) Provide a guard rail where drop off is greater than 3o inches . Minimum heigPit = 36 inches , maximum opening size = 4 inches . - - Sec . 1712 . { a ) exc . # 1 The minimum headroom is 6 ft . - 8 inches . - - 5ec . 3306 . ( 0 ? Enclosed usable space under the stairs is required to be protected as required for 1hr fire - resistive canstructian . - - Sec . 3306 . ( 1 ) SHAFT ENCLOSUREa : 1 ) Chutes and dumbwaiter shafts with a cross - sectional area of not more than 9 square feet may lined on the inside with not less than 26 gage galvanized sh.eet metal with all joints locklapped . The outside must be 1 hr construction . Al1 openinqs into any such enclosure sha11 be protected by not less than a self - closing solid wood door 1 3 / $ inches thick or equivalent . - - Sec . 1706 . tf ) 2 ) Gas vents and noncombustible piping installed in wa11s passing through 3 floors or less do not need to be in 1 hour shafts . - - Sec . 1706 . ( c ) 3 ? Shafts far gas vents , factory - built chimneys , pipinq , or ducts that do not extend through not more than 2 floors need not lae in 1 hour shafts . - - Sec . 17Q6 . ic � 4 ) All other shafts are required ta be enclosed in a 1 hour assembly . - - Sec . 1706 . ( a } CRAWLSPACE REQUIREMENTS : 1 ) Provide ventilation either by mechanical means or by openings in exterior walls . Opening shall provide a net area af not less than 1 square faot for each 150 square feet of area in crawl space . Openings shall be distributed on twa opposite sides and be lacated as close ta corners as practical . - - Sec . 2516 . ( c ) 6 . Note : Vent openinqs may be reduced to 1Q �S of the above if ground surface area is covered with an approved vapor barrier and the building official approves . For a 616 . d sq . ft . crawls�ace area : Ratio Minimum sq . ft . of vent 1 / 150 4 . 11 2 ) Provide 18 - inch by 24 - inch access opening to the crawl space area . Note : openinq may be required to be larger if inechanical equipment is located �� ItECYCLEDPAPER t L ` f � ] � TOWN OF 1�AIL � , � Department of Community Development 75 South Frontage RoAd • Yail, Colorado 8165? 97U-479-2138 FAX 970-479-2452 � in the crawl space . - - Sec . 2516 . ( c ? 2 . 3 ) Unless the wood is listed as an approved wood of natural resistance to decay or treated wood , the minimum Clearance between exposed earth and floor joist is 18 inches . The minimum clearance to beams and girders is is 12 inches . - - Sec . 2516 . ( c ) 2 . ADDITIONAL REQUIREMENTS : � For R3 occupancy This project will require a site improvement survey . Such survey shall be submitted and approved prior to request for frame inspeCtion . All crawl spaces within the Town Of Vail ar. e limited to a earth to structural floor ceilinq height of 5 ' , be earth flaor only , be ventilated as per UBC 2516 ( Ct6 with minimum access as per UBC , 2516 { C ) 2 and maximum access of 9 sq . ft . I Any building site with a slope af 30 degrees or more shall require an '' engineer desiqn . Such design shall address drainage , soil retainage I�� and structural design . ', Excavation below slabs on qrade shall not be permitted without prior �', approval . I Address numbers sha11 be posted plainly visible and legible from the street . For M1 ocr_upancy Slope garaqe floor to allow for drainage to outside to provide a floor drain with sand and oil interceptor to dry well or to sewer . Any garage floor drain connected to sewer must be approved by Upper Eag1e Va11ey Water & Sanitation District . 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L Of LGG k � � ��s ' 6E 2� - 0� iNTO CflNCR�TE AND EXTEND 12 ° 3t . 2X6 WGOG STUDS O 12 " �_ C STAIR RaJLING . � ,� , _ `� + � . i . i � A60VE TOP OF FIRST LOG $END D�wEL 32 _ 5 ° X 12 " �OG STAiR S �R�NG�P. . ^ 1 1 /a" MOUNTIlVG ,, ,. , � a___� � q� e �.i..l O V�R F O f t L()G T I E - D O W N . D O W E L S S H A L L 6 E 3 3. F i A L F L O G S T A I R T R E A D. L� � I N T C J f D E S G F 1 t ,/� S P A I,E R B E T i N�E N T O P L O G R A#L I � • • r � O ARFA . LOCATED ON BOTN SIDES OF ALL DOOR AND StRINGERS AND LAG 80LT ?OGETHER W /2 - 1 i� " ��& LOG H �, ND RAIL , � � 4 " O. C. • O � L O G ARCHWAY OP EtdINGS. X 8" LAG 80LT5 PER TREAD. ; ` � -�+ , ,d � � . s 3. 2X6 REDWOOD OR PRESSURE TREATED SILt PLATE . 34 . 8 " DiA . tOG POS75 . � ;-� •., �� i ' ' • � j SECURE TO CdfJCRE7E Wi �H t /2 DiA. X � 0" ANCHOR 35. 8 " DIA . �OG LAND� NG SUPPORT. ( ( �� � 1 � , _.�� � ` BOLTS AT 4' - 0 ' O.C . OR iMTNtN 12 OF END OF PLA. TE 36 . FROVIDE 50UD BLOCK� NG B�NEATH LANDlNG t � � ! � ' 4. $" THICK C�ICRETE BASEMENT WAI,L OR STYRO� OAM SU�PORT POST. ���' ,,! � BASEN� ENT WALL I }... � BLOCK �QRM COtVCRE ?E WALL WI �Fi �E 5S � ] B ' O. C . VERT 3 � . L0� LANDING BEAM . ��� ' � � 8" 8 " � 8 " / � AND � 5' S O 18" O.C . HORIZ. W/ 2 � 5�S O TOP AND TWO 38 . 6 " X 3 " LOG �ANDING PLANKS BUILT TOGET� ER „ , „ --� � � � O $OTTOAA OF WALL. W/ OR 1MTHOUT STONE VENEER. AND LEF INTO LOG WALL TO FORM LAND�NG STANOAR-J LOG RAILING SPINDLES SCA, LE : � j` 4 = 1 - '� w 5. �4 L- SHAPED DOWE�S O 18" O. C . WITH P� ATFORM. W � OP�NiNG 8ETWEEN � 4' MAXIMUI�A � � 9 " H�IZ . L�G AND 3' -0` VERi1CAL I.EG . 39. CAULK. OR CHINK JOtNT. j � ' S . �4 DOWELS - 1 $" X 18 " O 24° O.0 40. 3/4" INSULA7ION SHEATHING $OARD . I ` • _ �.. I � � 7 . 3 THiCKNESSES OF CONTINIlOUS BLOCKING. 41 . LOG RAILINGS . 3" TO 4" DIA . LOG RAILS �E � � NTO � 8. $" �HICK CONTINU0IJS CONCRETE FOOTING g" DIA. �OG RA! L POS�S. 1 1 /2 " TO 2 " DIA . �OG W/ 3 - � 5'S C01+ITINUOUS. SPINDLES O 5 1 /� " O. C . -� � � ' 9. 4" THlCK CONCR£TE SLAB 3/ �3'S 18° O. C . EACH WAY. , ` � Q � � n 10. SEIECT. STRUCTURAI FtLL COMPAC�E� TO 959; D�NSfTY 42 . 6 ' BATT INSULA �ION IN 2K6 FRAME WALL . _ � � ,,; v � TO aEPTH AS SHOMAV . R - ) 9 MINIMUM . �, u; o W _ 11 . COMPACTED SUB- GRADE , OR UNDISTURBED EARi�+ . 43. !?IDGID tNSU� ATION . R - 9 . 5 AAINIMUM = ti Q � 4 EXTERIOR FRAME '�IALL SECTION � _„j � 12. COMPACT'ED BACKFILL. • � _ � � � � 13. 4" DIA. ?ERFORATED P1PE DRAIN SYSTEM � � p � ` J Q � � / 4 = 1 - � � 0 0 � AR011Nfl P�RIMETER OF ENTIRE FOUNDATION . o � � ,-, � � CALE : , � _ � Pi�OV�flE POSInVE DRAINAGE S�OPE AMfl EXT�N � � o � --{�4 �7 � ; � � ` PiPE TO DOWNHILL EXIT POfNT. PROVIpE MIN . - o ~ `J � � � COVER OF 12" OF PEA GRA1lEL AROUND P� PE . � � � z � � I _ 14 . WATERPROOFING AT ALL BELOW GR,4flE ,� � � � CON�tlloniS. w�4TERPROO�i�G SHALL BE �RO�EC �ED � !�--- � ' DA7E iSSUED FROAA DAMAGE DURt1+IG SACKFiL�ING . _� 15. GALVIt�FIZED METAL F�ASHING . � � � + `� � 12 MARCN 1998 i6. 6 " FI-tiCk CONCRETE MASONARY UNITS . TlE � j3 ° � ; A Y� TO CONCRETE WA�L W/ CORRIlGATED WAL� TIES AT � s° o. c . vER �. � 3z" o. c. �tofl �z . � , ^� � = - � � � � ARRY BAILEY o . 17 . STONE VENE�R AS CHOSEt� , TIE T� BACY. UP WALL ,• �,-� � / � # �- '� ' �' RE1� SI �NS ti �;• WITH CORRUGAT�D WALL TlES AT 16 " C�. C . VER � . , ' � ' aND 32 " o. � . �+ oR}z. � ' � � L--' f� � f 3� / l�s Q j �?��--- - ; � � MATT WAGNER i8. F11VIS�i Fl.00R1NG AS SCHEDIlLED . i � �\ ` -��' ! \ i � i 19 . 3 /4" T & G PLYVYOOD 51JB- F1.00R . NAI � AND I ���' - � � ' GLUE TO JO�STS. ��-�i '�' c' I � ' ' �, , � � 20 . PRESSURE TREATED RIM JOlSTS ANCHORED � �'_..! �� - � f ,-, IN CONCRETE WiTH 1 /2" DIA . X 6 " ANCNOR BOLTS f � ��. `` � -{. � 3) • 4' - 0" O. 0 RIM JOlSTS SHAIL BE 2X SAME SIZE AS j \ ��5% `�' `' ADJACENT FL�OR JOISTS. � � �� 21 . FL00�? JOiSTS ON SIMPS�IV ,i015T HANGERS . \ ,-, SE� FRAAilIiVG PLAN FOR SlZ� AiJD SPACING . -'��?) 22. CEILING AND WALL FINISH AS SCHEDULED . 23. F�.AT 2X4 STU� FURRING AT 24" 0_ C . 24. INSTALL R- $ 1N511�ATiON BATT BETWEEN FURRIfVG . 25. YU'OOD BASE. SHEET 25 . � 4 L- SHAPED D04aELS AT 48�� � . � . w, � �� � �R � z . 7' , H A N D R A ! L D E T A I � A T S T A I R ' � - o�� �� N� E _ 5 LEG AND 2 - fl vERT_ LEG . � � ' c 27. 8" THICK CaNCRETE STEM WALL W/ �! 4 ' S � 48 " � C . AND 2 - � 5'S AT TOP AND BOTTCMA OF STEM WA�� , r-- n * � � » NOTED UTHERWISE WITH OR WITHOIlT STONE VEN�ER . �- � tiLE . 3 = � - �� • LOG STA � R AT LAND � NG � P � 28. 6 " BATT INSULATIOA#. INSUi.ATION SHALL 8E � . LOG STAIR TREAD - SUPPORTED ON GA�V. WIRES ATTACHED TO JOIST AT tb" O. C. R- 19 btlNiMUM . SC :4LE : 3 / 4 . , _ � . _ � . , S �� A � E : 3 / 4 „ - � . - C , . � - �� , � - �� �� � / r-- 9 \ �---- � � � LOG COLi� MN a W � � 3 j8" STEEL Pltv � � 9 � — � 3 /8" STEEL F � N � r--�_ d 0 � —� , a �' � --�- a • -� � o 0 . � . , � e . � . 4 � � \ 1 �...r �i. .�.a ..�� ..�.� �^ �. _ s r • � � / . � �( _ F- f � • • a . " I I I .; . Q O - � � � . � ' � � - I � � � � 8 " TG ] �, ., � � 4 . S +��iA. ;� � ' Q I � W `� ' ' . TUBE �O�JCRE: TE i'1ER � ' � � = � r7 � � � � _ � _ � a . --�- � n � � � l 1 � �_ � l a � � � � _ , � � � � � �� 2 . � � ' � � � � I 4.. c� EBAR ! C� OWEL �� } _, I � � ¢ f � N ►- ` • . � . ! � . � �t,� � -� Q ?> � � � a � � A �. 0 . � .__, . ' ° 2 4 " X 2 4„ X ,3 ., , a � � O 1 -- a PI � R FOp �lN � ' j �t " x ^ '� � TEEL PLP. 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LC�E � ?1L � NG5 . 3 " T,� �" t71A . ��JG RAiL'3 LE � : N ? �3 8 „ E?It. . z � � � 3 \ � /� ? ZX6 REDWOOD SILL PL ? TE - 5� �1' RE TO RAlL ?� =� ' S . � 1 j2 " TO 2 '� OiA . SFINJLES A7 5 1 / � " c�. {� � � � _ ; � �� ° � "' � '')c6 Wc'•OC S �UDS A * t � " GC LQAD BEAREra ; �� AME wA�t QI � �� `��f.� CONCk'ETE WiTH 1 : �. X � Cl° ANC+��+R _ � � , � �' �; E'sC�LT� A7 4 ' - 0 '� 0. �. 23 . WU �� �EAM SEE F � AluliNG FE_ A?V �C1� � ZE � Q = ! �- ----- - --'j f, ; � � 4 �," THI�K co�vC�Er� STEiv1 wa,L� 1N ,' !� w ' S � 48 �� ,J � . 24 . WC�OC� pi,;S i SEE FRAI�k1N (� ?:. AN F ^R ;# Z� �`� I � i� ! W � , \ � 4V j � - � .5 �5 � T'_�P AND BOTTQlA . < 5 SINlP �� �JN �VLUNlN �ONIVEC �C?F.' �ET � N � � Z � • w � � � - - --��� 5 � 4 � - �HAPEC DOWELS AT � � .. �� . C . iNITH �C}IvCRET#= FOOTlNG � � > � S ��/ � � � �.�� a " �i��=�IZ iEG AND 3' - C�" VEkT� CAL LEV � E . S? � KE EA >� �+:�G '�=� wO��C� F�.� AktING A ' 4 - 4�� �', . C . I � _ L Li� �• � V 6 I�HICk £NEG SLAE3 BEAM Wj 3 # S'S CONTINl; O�� S � % 3 �ht � rKN � SSES C` CON `� NUC� IlS B�GC � !NG � ; I `-----�- � Q Q - IN B �� TTL;M � 8 . GC!U6LE 2Xb P !ATE Z � � '�, -- - . � � � � � - ---�- -�i �.� ---�'--- - -- -�; 3 ) ? . �: �3i+AFK� TEU BA (:k: �3L � FRONI ON S� � � 3 SQLi [� EL£? CkIh1G SEE F�' Afv� f �1G PLAiV F �JR �IZE � : ' `% - � �-. �_ XCA �vA ��U MATFRIP.L . �! _L SHA�.t SE 30 {.;C)�VC�R� TF PACi - �EE F�:�lJ1�DATi01v FLAN ���R �-' � ' - , ` �\� INSTAL�ED IN 6 '� UFTS ANC� C�MPACTEG S � ZE AfV � REBAR PL �+ CEME►� T y DATE ISSUED r0 `35% DENSITY. ;1 1 $•. 7( 18 � �4 _ S� APkD DUWELS � � 4° C� . � � ° �` �_ $ 8" THI � h' CONTlNUQ��S CC3NCRETE FOOTiNG ?�' - WAL � AIV±1 CE ��_1N�. FIMS?-� . � ` �� �� �— - -� ��?� wITH 3 4 ' S CQNTiNUG � +' r� r� � f � � ' 92 MARCN 1998 \ , — �' US. 33 . hA.� , L �J�� FA �:E ., AF �Jh1 DE:_K BEAM [ T ! ._ kLt �!� I . AWN Y: �� 9 . `" T�il�,:k CONCRETE SLk6 W% �! 3 ' S � ] 8° o. c I LARRY BAILEY � -- .��"�J EACt� WAY W,/ 9,. X 9" THICKENED EDGE . � Z ,. � __— --,'1 :� 1 � _ SE�E � T. �Ti�UCTURAL �IL� CC�MPACTED � r,] . � �2EVISI�NS �------_—�� TO 9�95 D�NSITY, TO DEPTI-+ AS SHOWN . � V I . . 1t . CO�APACTED SUB — GRADE 1 , MATT WAGNER 1 � . COMP ACTED BACKfILL . W ~ i ' � � � 7 3 . 10 " DIA . C4IJCRETE PIEFt IMTH 1 — �f4 DOWEL � � � ' �' ' '—� �N GENTER Wj 9 " HORIZ. LE �. � a � � � + , i � \� a 4 10" DIA . LOG COLUMN iNSTALL ON CONCRETE PIER � i ' � \ W� T N C E N T E R H O L E T O F I T S E C U R E L Y ��V� R E X T E�1 D E J ; � . �•, � P� ER TEE EXTEHDEC OUT OF PfER . SEE DETAI � INSET I , , - -���''�' � • 4 � � \�� ^ � , 15. 1 � " D- A. L0 � POST. I 1 � . PRESSURE TREA ?�D DECK BEAM . B� AM SHALi_ BE ; ' � • � ° , '� • I iVOT��-IEC� INTG LOG COLUMN ANfl BOt �D tN COLi1MN� � � I I � TER � QR � ��► � - 5/8" DlA . TNRU 80LTS. SEE FRA.MtNG P � A� � FOR 3EAM S� ZE SHEET i , . DECK JOI� TS C�N JC�tST �-IANGERS . SEE FRAMING PLAN j � L � AD BEARING FRAME INALL F�R -,� ZE ; ? ¢ �INiSH FLOORiNG AS SCHE�UI_ED . � SCALE : 3 / 4 � = 1 � — �� � � ' y � ;4 " T & G PLY��IQOD SUB�L�4R . tVAIL ANC `��� E T° �°` 5 �5 . � DFCK � OOTING 8c DECK DETA � L SP 2 - � � ,�. � E : 3 ;' 4 " _ � . _ _, , , � _ ,.� �� NOTES : OETAkLS � ��� - � - ; � '� � � 1 10" A1lERAGE DiA. LODGEPOLE PfNE LOG WALLS , FLOOR 3U. FIXED GLASS OR VlII�L�OW AS S ��+EDULEQ IN �C��� E� l1Ci� 3� � �'` \ � J41ST5, ROOF PURLINS AND RIDGE LOG FRAME 3i � W ¢ r- 2 . HEAVY BUTT, SP�IT CEDAR �+iAKES OR P� 0- PANEL I�ETAL 31 . ENT� �r UOc?R , wOUD AND META� ADJUSTABLE T� RESHOLD . � , �� �J �Z00� SY� TE�1 OVER BITU �'HANE MENiBRANE lJ �lD� RLAYMENT. SE7 T}-iRESH01_D ! N FUL� BED tJF lNAS �IC . 33i- \\\\ \ � / ` 9 3 . 5js'� CDX PLYWOOD ROGF DECK . 32 REOIAr000 SI�L P� ATE . C�JT 6qCk STANDARD 2X6 PLA7E -� � � ., � � � � _ 4. B� OGKfNG . MAK,E 1 j 2" BELOVM DECKlNG F�R AiR FLOW OVER . TO 2X4 AT Dc30R . � \ " � L, Q 5. AAETAL ROOF EDGE FLASNING. 33. GALVINIZEO iutETAL SItL FLASFiit�G . 6 . 1x4 ROUGN SAWN �EDAR F�SCiA �ROWN _ 34. QAK TH�?ESHCfLD TRlNf . �34 ) - � � �:` \ \ � � � 27 4 7 /2 " 7 . 1X12 ROU ��Ft SAWN CEDAR FASCIA. 35 1 /2 ° ROUGN SAWN PLYWGp� �OF�iT BGARD . �' �� � � J 20 ' 8. 2X E � GE �RAMING � END OF RAFTERS. SEE R40F FRA�fiNG FOR SlZE. 38 . STUFF V��tD FULL 0� I �15ULATEON �� ` � 5 ? 3$' � Q 9 . 1 X2 ROtJGN SAWN CEDAR SOFFIT ?RI�A . 3 , C�PPER FLASH �NG. � U M 10. 3 ' OIA . SOFFIT VENTS O 4' - Q" O. C . PROVIDE vE�1t �AilON 38. NAILER AS REQUlRED . 0 Q O � � , 1 L IN S T T�J PROVIp� Alii FLOW $ETWEEN RAFTER5. 39 . 3/4 " x 2 " vVr�OD TRiM _ . � O � ''� 11 . RA�T� RS - SE� ROOF FRAM!!VG P�AN FOR S1ZE . TOE NAI1 40. 3 /4 " X 3" ROUGH SAWN CE� AR �' ACIr� SOAR� . ' � � 36 RAFTERS W/ 2 �18 CC SIt�KERS � EACH LOG PURLIN. 41 . F{ELD ST�NE VENEER T1ED Td 8AC1( - UP W.4LL W/WIR� � ' • � °� , J � ^ ` 12 . 10 ' BLOWN ��iSULATtON = R - 38 MINI�tUM OR TIES � 16 G. C . VERT. & 3? O. 0 H �RlZ . • 23 - � 9 �'� ; 39 :> � , 10° BATT IhfSULAT10N = R- 38 MINIMUM. 42 . 2X6 BAY RAFTERS � 24" Q. C . MAX . f a - ' . ' 13. 1X6 TaNGUE AND GROOVE CEIUNG UNER . 43 . CONT1NtJ�US RiDGE VE1� �. / p � � � 0 O� � � � � � ,�t 30 � 4 . tx6 TONGUE AND GR�VE �£CKING W,� 3 4" P� YWOOD SUB - 44 ' . , F�07R T� BE GLUED AND SCR�W�D. � 44. 2X6 REDWOOD DECii FLOOR _ C� N , � � � � ! � 5. � 3 f 4 X 12 ' LOG OPENING BUCK . � • ° • , • " � 6 W � - � � � 1 2' , 3' - 5" 4 � ? /2 " � 2� 16. 3j 4" QUARTER ROUIV� TRIA�f . � " � . ° J � � o � � 17_ METAL CLA(� WOOD WINDOYY AS SCHEDUI.ED . � ' � � � 18. INTERSEC �ION OF LOG WALL BEYOND. ' d ' . , 3� ' � ' ■ i Q v � � � � 19. CAULiCED J�1�1 � W�PaLYETHYLEN� $ ACrC�R ROD . � 4, ' a W � � 20 CHINKED JOINT W/�RIANGULAR QOLYETHYLENE f • � i W ^ 9ACKER RflD . � � _ � � z , . s�� �au�oAric� c�� rA��;. � , DOQR SILL DETA � L DO � R H A o � ; � 22 . FINISH FLOORING AS SCHEGULED. i 23 . 3 /4 • ��,��a� S�� - F���� . - - , ^ „ , „ TA I L z � �. � � a E f3ATT INSUtAT10N . R - 1g MINIMU �vi . '� '• , AL � I 1 : � = 1 - p 5 �: ALE : 1 1 / % " = 1 ' -- 0 " � vWi � 25 FLO(�? JOIST� S�E FRAMIN � PLAN FOR SIZE AND FRAMING. � � � i 2fi _ COAAPACTED BACKFILL . � � ? 3 ;4 " �H# N� JOINT A80VE BUGK HE �+ CER. - 28 �.SA� � +J IN 3/ �1" INTC� TO� �c BOTTOM BUCK �0 . 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SEE P�AN t2 �• `-�) � r`� , � , i W � LJ � � ' ' r--_��, ti � ' � � o - � � � G i , �� '� l�)�)� , f� , �_ ,. � �J � �� � � -_^l 3 Ln � � �".- `5 /+� � � 28 , �- �_J / � \. � � ^�� ;� ' i j � �J � ' r� ` Y %� ! \ � ,'/�� �. � � 6 � � Gl�r � � � ( { � \� l � �' � l� / �9 �� ; / � � ` '> >- � 31 - �+ � ;`�,, 1 J � � � � `a I/ Oo i i � �� � � 1 � �,^ i ��\�! �4 ' ' .� � �� i ,�� ' � � �-' ,�, -_ I � �� �, �J L O � � `�� , l o � � i� � � 15 � �`'' r n � � �-- _ ; ! {��j � u � � � --�4} `�-'' F- � � � � ���� � � Y � . ` ; , '`��J1j - w w :- i • , ^ • • �i, ry � r- � � . . � , , � Li� �.� . , � � O O � , - -- � � . � . ? f!; � '� � �� E--- L.t._ � . - �- � . . . �_ � ,--.. (1� �,.�- -� �--� ,..� - -_ � � I �` t �� ��) � DATE � SSiJED 3' - � 1 /� " R . O. � SEE fLOaR PLAN fOR SIZt \��`� } 2 MARCH 1998 4 1 /2 ., 4 1 /2 " '� /� \ Y: _ SEE WINDOW SC�IEDULE FGR S1ZE � .^ ,���� � \;L,� � LaRRY BAILEY » 5 " ��' - `----� ��--� REVISIGNS - 5 `' � � MATT WAGNER , 22 .. �S, � � / 4� % '-' 34 3 . � � ;� / ,\l�1� .; � �� 45 ' f � , ��\ , f . 4 `. • . ' :; - � � � _ --],..�- � _ ��. ------_ -____ '- 0a� � ` r V ,• � �. � ' ` . . . � � � � . •: !: : ? � +� .., , � �.` \ \ \\\ v I �� \ / . . � . � r--- i , �c. �\- �Q} / 1 f I �� / . ���25 ' � T��J `--� ! � � . 'Q J t--�/ -- ---114? �' ? � , � �;_ 29 ; � ,, � ,�. -�. `' � � 3 fl � � . , ./ � . D00R BUC �C � NG DETAILS - ��°°� �r�- - - _ - - � ' , - J ---_- � i r / LJ �Y � " r' e } � � � ,� � S - n -_-_ " i � '��` ��� `� y� ' % ., , . �J y��� , - - - -- ____ , � � - - - -'�--- - ' . � j. SCaLE . 3 /4 = � - 0 ' � / � �s : `��I' LOG BUCK MULLiONS �/ , . ��� SHEET _ � 2 . BAY UVIND � VU DETAiL 3 . TYPI A � L L0 � WALL SE � T� ON SP 3 - , -� ; � _ „ �� � A � � : ., , �4 " _ � ' - r '� - SCA � E : � � 4 � _ ; ' _ �� � � ; � . �[ 6 �'�. � � � -. F F� �:.3 {, ' . 1 �p. �' - �A%4.�=-✓`1� . y + b^ P __ - � � � � � W ° STOI� E C .AF ¢ � ___._ pp 3 " X 3 " x 1 j4" RNGLE It?ON C4RNERS 1 Ja " FiARDwARE r�OTH ( TYPIC��L } � - � Q ` � � � U C� ¢ o _ o� ,�, _- / � i J o � ./ � � N / __ T rPIC' pL LUG � �RUi: ?� RAL MEMBEP, w i1 -- � J O :; j4 X 8 " � AG � � W � �' STEEt_ a.NGLE '=. I.� PPORT Tp MASONAR r � W �/ � ?RUC: ���iRA.L S�JPr^ G� T I� EMBER Z / _.� �— -- — � � r 1� ' / ' ��_ ? '� CLEARr1NCE BErwEErv MA �ONARY & � � / �--�__�_�=�::G ME1�IBER O iL -- — (� � W ��i � � O %j ;' � , � �� °' A ��3� w� ��� SPARK ARRESTOR DETAIL �% � o SCALE : 3 ;' 4 = i — c_) � - 3 ; , 6 �� � ��� x ��NGHT o� wA�� � � �FRS��_ T, �� � , „ ' , � . ; TYP � C A � C 0 N N E C T10 N - MASONARY STFUCTURE . 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