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VAIL VILLAGE WEST FILING 1 LOT 13.pdf
���\ . �� � + T�WN OF VAIL �� � � � D¢parrment of Community Development 75 Souih Fronta8e R°ad Yail, Colorado 81657 rM 970-479-2138 FAX 970-479-2452 Town of vail 75 South Frontage Road Vail , Colorado 81657 ( 303 ) 479 - 2138 Plan review based °II Code the 1991 Uniform Building N�e : Blanford1998idence project Number : 898 - 0 � 36 Date : April 3 , Occupancy : R3 , M1 Address : 1798 Alpine Dr T�e of Const : V - N Contractor : Slanford Sidney Architect : Micheal L . Sanner Engineer : KRM Consultants Inc . Plans Examiner : CHARLIE DAVIS 1 No Plans All electrical work is to be complete to the requirements of the latest NaandnHoly1Crosscal Code , all Town of Vail Ordinances , Requirements . Tlzis project will require a site improvement survey . This survey shall be submitted and staff approved 2 ection . Under no prior to a request for a £ rame insp circumstances will a frame inspection be done without an approved site improvement survey . Exterior suifaces with SercUBC54706 withr2Vlayers1of 3 Sheet7 , 8 exterior metal lath as p paper . Windows and doors areus�qscreedtmetal ) . A adequately flashed ( not with j lath inspection is required prior stucco ypplication . It is recommended that projects within the Town of 9 Vail which are owner/builder constructed have foundations staked out by a licensed surveyor to avoid possible errors in the location of the structure . 5 p1I new construction within theermit plusaan initial required to have a Public WaY P inspection by the T . O . V . Public works Departmentrior approve site drainage a:d ections installation p to any Buildinq Dept . insp A bathroom is required to have an openable window or 6 stem . - Sec . 1205 . ( �) a mechanical ventilation sy t� RECPCI.EDPAPER \ ��`� / 1 ��,�, TOWNOFVAIL � In bathrooms with a tub or shower and in 1 _ �,�� rooms a mechanical ventilation system corr. � - DepartmenrofCommuniryDevelopment which contai❑ only a water closet or 1av . . � � 75 South Frontage Rond ventilated with a recirculating Pan . UBC = . • I�ail, Color�do 81d�P 5 Domestic clothes dryer exhaust ducts shall b � 970-479-2138 installed as per UMC 1104 and 1903 . Flexibl FAX 970-479-2452 connectors may not exceed 6 ' in length and s be concealed within construction . Ducts shall ��" terminate outside the building and not exceed 14 ' length . 9 Sheet 5 No domestic dishwashing machine shall be directly connected to a drainage system without the use of an approved dishwasher air - gap fitting . UPC 608 . 10 Sheet 4 Not enough info provided A bedroom , bathroom , closet or any enclosed space with access through such room shall not be utilized for fuel burning applicances . p closet or alcove shall not be less than 12 " wider than furnace with a minimum 3 " space on all sides . UMC 704 . il Sheet 4 No info In buildings of unusually tight construction new construction within the Town of Vail ) , �a11 combustion air sha11 be obtained from the outside . Such combustion air openinqs shall be as per UMC Ch . 6 . 12 Sheet 5 No info provided Approved gas logs may be installed in solid - fuel burning fireplaces provided the installation is according to the listing instructions , any damper shall be removed or permanently blocked , and a safety shutoff valve is provided . UMC 803 . 13 Sheet 5 No info provided Gas fireplace appliances are required to be installed as per listing installation instructions - with a " B " vent only . Combustion air must be supplied from the outside for all new construction in the Town of Vail . 14 Sheet 4 no info provided Furnaces not listed for closet or alcove installation shall he installed in a room or space having a volume at least 12 times the volume of the furnace . A boiler unit will require a space 16 times larger than the boiler . tTMC 504 (b ) 15 Sheet 4 Supply a mechanical drawing indicatinq desiga of system , size (BTU and volume ) of equipment , vent location and termination , and combustion air to be supplied prior to any installation . 16 No info Gas piping shall not be installed in or on the ground under any building or structure and exposed gas piping shall be kept at least 6 " above grade . UMC 2213 (b ) C• RECYCLEDPAPER r ►:�\ �� ���� TOWN OF VAIL �y � Department ojCommuniry Development � ' � 75 South Frontage Road • Yail, Colorado 81657 970-479-2/38 FAX 970-479-2452 TM 1 � No info Due to Colorado State Statutes , all sink faucetts and shower heads are required to utilize flow restrictio❑ devices . Also , the maximum water closet flush usage is limited to a maximum of 3 . 5 gallons per flush . 18 Sheet4 , 5 A smoke detector is required in the access area to all rooms used for sleepinq purposes , - - Sec . 1210 . ( a ) 4 . 19 Sheet4 , 5 A smoke detector is required in all rooms used for sleeping purposes . - - Sec . 1210 . ( a ) 4 . 20 Sheet 6 No inFo on loft On an upper level where rooms are used fox� sleeping purposes , a smoke detector is required in the ceiling at the stairs . - - Sec . 1210 . ( a ) 4 . zl No info provided A smoke detector is required on all levels wired to an alarm in the bedroom area ( s ) . - - Sec . 1210 . ( a ) 4 . 22 Sheet 5 No info provided This factory - built fireplace must be an approved unit . Include the manufacture ' s name , model number , and approval in£ormation . - - Sec . 3705 . ( a ) 23 Sheet 3 The garage must be separated from the dwelling by lhr fire - resistive construction on the garage side . - - Table 5 - 8 & 503 . ( d) exc . # 3 24 Sheet 3 The door between the garage and the dwelling is required to be a 1 3 /8 inch thick solid core or 20 minute self closing door . - - Sec . 503 . ( d ) exc . # 3 25 St3 , 4 , 5 A handrail is required along a stairway . It is required to be 34 to 38 iaches above the nosing of the steps and if the side is open , the maximum size of an openi �g in the railing at the stairway is 4 inches . - - Sec . 3306 . ( i ) � 1712 . 26 sheet8 , 9 Doors at living and kitch A 36 inch hiqh guardrail with a maximum opening of 4 inches is requied wheze step is greater than 30 inches to floor or grade below . Sec . 1712 . z7 At entry sheet 3 The enclosed usable space under the stairs is required to be protected by lhr fire - resistive construction . - - 3306 . ( 1 ) 28 sheet8 , 9 There shall be a floor or Zanding on each side of a door ( except at the top of stairs provided door does C• RECYCLEDPAPER . �:�\ I�� u � �� � TOWN OF VAIL Department of Communiry Development � • , 75 South Frontage Road � Yail, Co[orado 81657 970-479-2138 FAX 970-479-2452 T"^ not swing over stairs ) . UBC 3304 ( i ) . 29 At eaves and valleys a❑ adequate underlayment shall be provided to protect a structure from ice buildttp and water damaqe . Two layers of felt solid mopped to sheathinq and between layers or a commercial water & ice shield may be used as per Table 32B1 . 30 Because of this project ' s location , the foundation is required to be dampproofed to prevent damage to areas below finished grade . UBC 1707 ( d) . 31 Include a copy of the soils report for the site to be built on . - - Sec . 2905 . C� RECYCLEDPAPER � ����` I l 4 ��`' TOWN OF YAIL j� Department ofCommursiry Deve[opment � ' � 75 South Frontage Road . Yoil, Colorado 81657 970-479-2138 FAX 970-479-2452 Tou,n of vail 75 South Frontage Road Vail , Colorado 8165 'J ( 303 ) 479 - 2138 Plan analysis based on the 1991 Uniform Building Code Project Number : 898 - 0036 Name : Blanford Residence Address : 1798 Alpine Dr Date : April 3 , 1998 Contractor : Blanford , Sidney Occupancy : R3 , M1 Architect : Micheal L . Sanner Type of Const : V - N Engineer : KRM Consultants Inc . Plans Examiner : CHARLIE DAVIS NOTE : The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1991 UBC . It is a guide to selected eections of the code . SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 20 . 0 Feet 20 . 0 Feet EAST Property line 25 . 0 Feet 25 . 0 Feet SOUTH Property line 32 . 0 Feet 32 . 0 Feet WEST Property line 25 . 0 Feet 25 . 0 Feet EXTERIOR WALL FIRE RATINGS AND OPENSNG PROTECTION Table 17 - A & Table 5 - A NORTH EAST SOUTH OCC BRG NON - BRG OPNG BRG NON - BRG OPNG BRG NON - BRG OPNG BRG NONSBRG OpNG WALL WALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT R3 Ohr Ohr None Ohr Ohr None Ohr Ohr None Qhr Ohr None M1 Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None The exterior walls may be of COMBUSTIBLE material . Sec . 2201 . None - - No fire protection requirements for openings . - Prot - - Openings are to be protected with 3 /4 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 greater than I2 feet . - - Sec . 4306 . (h ) NOP - - Openings are not permitted in this wall . ' - - These walls may be reguired to have a above the roofing . The parapet wall 30 inches fire rating as the wa1lPaSeeesection117104uforddetailseandeexceptions . c C� RECYCLEDPAPER \ u � _►�:�\ r �� T�WN OF VAIL �y •��- Department of Coinmuniry Development � � , 75 South Frontage Road [�ail, Colorado 81657 ' 970-479-2138 FAX 970-479-2452 FL NAS'iE AREA MIN . LIGHT rm - - - - - - - - - - - - - - - MIN . VENT NO , EXITS EGRESS - - - - - - - - - - - - - - - - - ' - - - ' - M Unfinished - - " ' - - - - - - - - - - - - - - 1 _ _ _ _ _ _ _ _ 2 Kitchen 86 0 . 00 0 . 00 2 Bath room 343 34 . 30 17 . 15 No �Q 0 . 00 1 No 2 Living room 390 3 . 50 1 No 2 Halls , closets , etc . 267 39 . 00 19 . 50 1 TOTAL FOR FLOOR 0 . 00 p � Q No 1156 1 No 1 Bedroom # 1 1 1 Bath room 2B2 28 • 20 14 . 10 _67 0 . 00 1 Yes 1 Mechanical room 64 3 . 35 1 No 1 Bedroom #2 � ' � � 0 . 00 1 1 Bath room 281 28 . 1Q 14 . 05 No 67 0 . 00 1 Yes 1 Halls , closets , etc . 276 3 . 35 1 No TOTAL FOR FLOOR 0 . 00 0 . 00 1 B Garage 1037 No O . QQ 1 B Entry 362 0 . 00 1 B Garage � 5 0 . 00 3 � 5 No 357 0 . 00 1 No B Halls , closets , etc . 165 0 . 00 1 No TOTAL FOR FLOOR 0 . 00 0 . 00 1 BUILDING TOTAL 959 No 2193 1 Yes 1 FOOTNOTES : 1 ) EGRESS - Aa operable window or door that opens directly to the exterior is required from this room . The minimum clear openable area must meet the followinq . - - Sec , i2pq . 1 ) The minimum clear height is 24 inches � ) The minimum clear width is 20 iaches 3 ) The minimum clear area is 5 . 7 square feet 4y The maximum si11 height is 44 inches 2 } The number of exits is based on Table 33 - A ( Dwellings } 3 ) A mechanical ventilation system may be used in in lieu of exterior openings for ventilation . - 4 ) The requirement for an e - Sec . 1205 . ( c ) Sec . 1204 . 4ress window in the basement is based on ROOM DZMENSIONS : Hahitable space shall have a ceiling height of not less than 7 feet 6 i �ches . Kitchens , halls , bathrooms and toilet compartments ma ceiling height of 7 feet measured to the lowest is slo Y have a Pln4 . then the minimum height is re projection . If the ceiling - - Sec . 1207 . ( a ) 4uired in only 1 /2 of the Every dwellin area . q unit shall have at least one room which has not less square feet of floor area . Other habitable rooms exce t an area of not than 12Q Habitable rooms other than a � square £eet . - P �itchens shall have kitchen shall notsbe less7than 7 dimension . - - Sec . Zzp7 , ( c ) feet in any GLAZING REQUIREMENTS : All glazing in hazardous locations is required to be o£ safety glazing material . - - Sec . 5406 . ( d ) l,�� RECYCLEDPAPER r \ -���� d � ���� TOWN OF UAIL ���� Department ojCommunity Development � ' � 75 South Fronrage Road . Yail, Colorado 81657 970-479-2138 FAX 970-479-2452 TM - 1 ) Glazing in ingress and egress doors except jalousies . 2 ) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors . 3 ) Glazing in storm doors . 4 ) Glazinq in all unframed swinging doors . 5 ) Gla2ing in doors and enclosures for hot tubs , whirlpools , saunas , steam rooms , bathtubs and showers . Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet . 6 ) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazxing is within a 24 - inch arc of either vertical edge oE the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface . 7 ) Glazinq in an individual fixed or operable panel , other than those locations described in items 5 and 6 above , than meets all of the following 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 edge greater than 36 inches above the floor . D . One or more walking surfaces within 36 inches horizontally of the plane of the glazing . 8 ) Glazing in railings regardless of height above a walking surface . Included are structural baluster panels and nonstructural i � - fill panels . See exceptions . SMOKE DETECTOR REQUIREMENTS : A smoke detector is required on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area . - - Sec . 1210 . ( a ) 4 . A smoke detector is required en the ceiling or wall in each sleeping area . - - Sec . 1210 . ( 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 upper level contains sleeping room ( s ) , a smohe detector is required in the ceiling of the upper level close to the stairway . - - Sec . 1210 . ( a ) 4 Smoke detectors are required to be wired to the building ' s power source and shall be equipped with a battery backup . - - Sec . 1210 . ( a ) 3 . Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located . - - Sec . 1210 . ( a ) 4 . FIREPLACE REQUIREMENTS : FACTORY BUILT FIREPLACE : 1 ) Unit must be an approved unit . - - Sec . 3705 . 1a ) 2 ) Clearances and hearth size must be per manufactures approval . - - Sec . 3705 . ( a ) & (b) 3 ) Chimney height must be per manufacturer ' s approval and Table 37 - B �� RFCYCLEDPAPER � ' � ►��\ „ I/1� TOWN OF VAIL �� ���` Departmerst of Communiry Development � ' � 75 Sourh Frontage Road {�ail, Colorado 81657 97Q-479-2138 FAX 970-479-2452 OCCUPANCY SEPARATION : M Between the garage and the residence , materials approved for lhr 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 3 /8 inch solid core door or a 20 minute fire door . - - Table 5 - B & Sec . 503 . ( d ) exc . # 3 STAIR REQUIREMENTS : A stairway in a dwelling must be at least 36 inches wide . - - Sec . 3306 . (b ) The maximum rise of a step is 8 inches and the minimum run is 9 inches . - - Sec . 3306 . ( c ) exc . # 1 Provide a handrail on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers . - - Sec . 3306 . ( i ) Provide a guard rail where drop off is qreater than 30 inches . Minimum height = 36 inches , maximum opening size = 4 inches . - - Sec . 1712 . ( a ) exc . # 1 The minimum headroom is 6 ft . - 8 inches . - - Sec . 3306 . (0 ) Enclosed usable space under the stairs is required to be protected as required for lhr fire - resistive construction . - - Sec . 3306 . ( 1 ) SHAFT ENCLOSURES : 1 ) Chutes and dumbwaiter shafts with a cross - sectional area of not more than 9 square feet may lined on the i �side with not less than 26 qage galvanized sheet metal with all joints locklapped . The outside must be 1 hr construction . All openings into any such enclosure shall be protected by not less than a self - closing solid wood door 1 3 / 8 inches thick or equivalent . - - Sec . 1706 . ( f ) 2 ) Gas vents and noncombustible piping installed in walls passing through 3 floors or less do not need to be in 1 hour shafts . - - Sec . 1706 . ( c ) 3 ) Shafts for gas vents , factory - built chimneys , pipinq , or ducts that do not extend through ❑ot more than 2 floors need not be in 1 hour shafts . - - Sec . 1706 . ( c ) 4 ) All other shafts are required to be enclosed in a 1 hour assembly . - - Sec . 1706 . ( a ) 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 OE Vail are limited to a earth to structural floor ceiling height of 5 � , be earth floor only , be ventilated as per UBC 2516 (C ) 6 with minimum access as per UBC 2516 ( C ) 2 and maximum access of 9 sq , ft . Any building site with a slope of 30 degrees or more shall reguire an enqineer desiqn . Such design shall address drainage , soil retainage and structural design . Excavation below slabs on grade sha11 not be permitted without prior approval . C• kE'CYCLEOPAPER M� ` j' - _•-\ TOWN OF YAIL ♦��1 Dep¢rtment of Commur:ity 1?evelopment 75 South Frontage Road � . ! YQil, Colorado 81657 , 970-479-213B FAX 970-479-2452 Address numbers shall be posted plainly visib r"` street . le and legible from the . For M1 occupancy Slope garage floor to allow for drainage to 0 floor drain with saad and oil interceptor Eo utside to provide a Any garaqe floor drain connected t drY Well or Eagle Valley Water o sewer must be a tO sewer . & Sanitation District . PProved b � In gara es Y UPPer 4 with living area above , the wa11s of the bearing the area above shall be protected with o resistive construction . 9arage wiich are UBC 503 (B ) , ne hour fire L,�• RE'CYCLEDPAPER � EDGE OF ASPHALT � i � / FLOWLINE CURB � / / � AND GUTTER i �/ / / TOP BACK � . / OF CURB � � , � i � /� ¢ oy� .l . � - , - � • - ' � � �o , ,. •�, l ' � M1' � . , ���' �R\ - ' � �� / o � \ \ P �n o o +o P�, � � � g5 � P � ' � � r ' \� � 5 � � rL F. .o? { na r�e�r ) � + � � j .�6 Z , �° ., 1 inch = 10 rc SEWER MANHOLE � / _ `62 g � � �% — RIM ELEV.=8028. 3' i � \�► \ ;��� MVERT ELEV.=8019.1 ' / � � / � / CONC. WALL / \ 0 . ' � % / \;. ,�� \ \ LOT 12 � � � \ 5 Pb� PG4. � �l� � � � \ P P �yG � �. i � / / � \\�"�\ J �-�N� Of J� \/ Oy� / / ry� � b� / \ �; / s � / (� � / \ / \ � � O � ,�p� . � �/� / \ v � � \ \ _ r / � � , , � / >> � CONC, WALL � FF ELEV = 8040. 7' �, � \ j � � L �. V" � \ ' \�°� \ � �G � > �. TWO STORY LOG HOME �- � � \ (UNDER CONSTRUCiIONj \ �"� S� b � �1 � \ �y� �► � GENERAL NO ��;. � i BASIS OF PROPERTY LINE ESTABLJSHMENT: MONUMENTS FOUND 5' \ Z MARKING iHE SUUTHERLY CORNERS OF L0T 13, AS SNOYAM HEREON. � `l PEAK LAPlD SURVEYING, IWC. DID NOT CONDUCT A 11TLE SEARCH \ \ - J OF THE SUBJECT PROPERTY, OR ADJOINERS, TO DETERMiNE v OWNERSHIP, EASEMENTS OF RECORD OR ENCUMBRANCES. RECORD 2a G� \ LOT 13 \ INFORMALON UTILIZED IN TNE PREPARATION OF THIS IMPROVEMENT LOCA710N CERnFICATE PROVIDED 8Y LAND TITLE COMPANY, � G, 0. 239 ACRES � ORDER �V?56324- 2 DATED AUGUST 19, 1998, AND PER THE RECORD PL�T �' < \ \ FOUND PIN & CAA �J� �' l-S. N0. 26595 3 NOTICE !� 9� \ 1798 \ (ELEV.=8082.1 ') ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL y ��, ACTION BA:>ED UPON ANY OEFECT IN 1HIS SURVEY 'MTHIN THREE � y� \ \ �AN YEARS AFTLR YOU FlRST DISCOVER SUCH DEFECT. IN NO EVENT PEDESTAL MAY ANY hCT10N BASED UPON ANY DEFECT IN THIS SURVEY BE \ � COMMENCEC MORE 7HAN TEN YEARS FROM THE DATE OF \ PHONE � CERTIRCATIpN SHOWN HEREON. LOT � 4 �! \ ' i � PEDESTAL ' � i l`�- \ � / / \ / i / GUY :ATION CERTIFlCATE \ � WIRE UT7IJTY POLE / / THAT THIS IMPROVEMENT LOCATFON CERTIFlCATE WAS PREPARED \ � ' LOT 19 20 /�� + I UPON F�OR�iHE ESTABLISHMEN�T OF FENCE BUILDNG OR OTHER 'FU'TURE \ / / V 4�� EAS��Eµj � �1 � OO ' THAT iHE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEI ON \ � ' / � C�' 3•3o' OO� � _ 38, EXCEPT UTiLITY CONNECTIONS, ARE ENTIRELY WIiHIN THE \ � : PARCEL, EXCEPT AS SHOWN. THAT THERE ARE NO ENCROACHMENTS � / -D PREMISES BY iMPROVEMENTS ON ANY ADJOINING PREMISES, � / �=D. a.p:D TI-; n? THER= ! G NO 4PPARENT EVIDENCE OP ;IGN UF t�N'r FOUND N0. 5 REBAR 5• � � . . �^d' r, r , , � I> :,I-� � �.-��F SAID PARCEL, EXCEP ? a` NC � r. , (ELEV. =8064.8' ) ',�/�, , / , � , � LOT 1 $ � `'i'nr2��� l�"0""'°7� , ., , .. � ���� � _-��_ � " 9661 s � d3S r� � H- ECKER �o % � � f�l! P i i '0'J3Y "'� !' o = BES-r = � : ���9, : o = � pania�a � a�ea � � � .' 4, � CAN � COPY �J,'J+ ��'•......•'�����.�� PEDESTAL AVAILABLE '��-/���`� � AN� S�`°�\ IMPROVEMENT LOCATION CERTIFICATE ///,,,"� II ;'",,,,,, LOT 17 ' LOT 13 DRAWING C1ATE: 09 /09/ 98 VAIL VILLAGE WEST FILING N0 . 1 DRAWN BY ��r, TOWN OF VAIL EAGLE COUNTY COLORADO � Q JOB No. 249 . . _ , - - - - ,. . . . . _ _ . . . _ . , _ .-� _ . . . ; . _ .. . . . . . , . , :�: « , __ . . ., , .. - . - . - � .. ,. 4. . � . .. ,� . _ . _ � . � ., •, . , ,. . � � - . �• �3 : �., ,. � . , � ," . _ 1 . :�, �� _ 4 t ;R . , - . a, t .. • „ . _ _ . _ . . . �;.r.• .. . • +� - . � ' , .t .' . . .. - , . . . � . . F . . . , r . . . ,. . _ - . < . . "� . . . : . , . . . , . + i . . . - . . . ", . . . ., . . . . _ � "i ._ •._ - � . ` . . . • . - . • . 1 , � GFUC[tu NOIES BLANDFORD R610ENCE JOB / 9802-02 , b' �.% �\Cd�111t Illlp;/l�// �,,'v .F...,33y���. oESC� c�,��: DRANING INDE% 1 �� , F._ ,��yy; 1 . Exterior Wolls: � ��%: � :-� = Retlucea Snow Lood 5 12 itch - - - ---- -80 si A. All exterior � wolle are 2x6 studs O 16� o.c. to o mozimum hei hl of 12'-6�, 9� Ex areion bolts sholl ba wetl e t e : �Hiltf", "Rowl", or "Red Head" or opproved S� GENERAL NOTES I �`�: � .'� = � � P� ) D 9 P 9 YP —I -� > :O�',�. ,' Roof �eod �oad- - ---------- ---- -- - ---- -- 15 paf 2x6 stuAS 612� o.c. lo maximum height oi 14'-6" ond (2)-2x6 equivalent with the follawiny minimum emDedments: S2 FOUNDATION PLAN I � 1 � • � Floor Live LoaC - 40 pst studs O i6" to a maximum helght of 17'-4" unless otherwise noteG. 1 /2" dlameter -- 2-1 /2' ._ � �C�61d� C���� yy �� Floor Dead �ood---- ---- ----- -------------- ----- --}5 psf Cap with a doubie top plote instolled to provlde overlappinq at comero 5/8� diometer- - - - 3" SJ SECOND LEVEI f'RAMINC PLAN �d���B4y�H ' q��� Deck Live Lood---------- --- --------------- -- -- -- 100 st ond at intersections wifh other parti{ions. If overlap is nol posaible, 3/4" diameter-- ---4° %/ ) .�••.s �� 'Jeck Deod Loatl----- ----------------------- - - - 10/IS psf strop top plales wilh metol strop tie ($impson ST292 or equivoienl). h. Adhesive anchors colled for on the drawings sholl he gloss capsula type such S4 lHIRD LEVEL FRAMING PLAN /����� Bosic Wlnd Speed---------- ----- -- ------ - -- 80 mph (Ezp. 8) B. Floor or roof froming members muat 6e oligne0 to bear within 5 inches as "Molly Porobond" or "Hiltf HVA" onchor systems. Minimum embetlments, // �� GIII!1160�1��� Seismic Zone--------------- - - - -- ----- - --- - - - 1 of the studs beneoth. if not specifically indicoted on the drawings. shall be according to ihe 55 FUTURE LOFT LFVEL FRAMINC PLAN � C. Provide 7/16' thick APA rated sheathing (plywood o� OSB roted 24 16, manuPocturer's s ecifications. S6 ROOF PRAMING PUN UBC Etlition- - --- ----- -- - - - - --- - -- - -- - - --- -- 19'31 exposure 1 , ot exterior fa[e of exterior wolls. Block oll horizontol pnts. i. All welding shall be done by an AWS certified welder. ' �. Provide (3)-2z10 heodere over oll doo� and window openings unless j. Delo aintin within 3` of field welds until weld are com leted. S7 DE7AIL5 [ FOUNDATIdJ DE5C7Je Y P 9 P otherwise mdiCated. k. Where corrosive soil contlitione exist, steel angles thot are usad to support _ __ _ __ pi E. At heam bearing Iocations in 5tud walls, provide multiple-stud posls exterior stone veneer shall be alvonized and shali be ottached to the '- � � a. Design of individuul ond continuous foGtings is based on o moximum ollowable 9 58 DF ' A4S a bearing pressurc of 3000 psf (dead lood plue futl live lood). aqual lo width of bearing member unless noted olherwisa. founaation with galvonized or stainless steel expansion onchore. . - --!. - - - . - --- _--_ ---_- . . ' a � � b. Footings shall 6e placed on the notural untlisturbed soil, a compacted 2. Interlor Load-Bearing Walls: U I I � strucWral fill, below lrost depth. A, Intxlor load-bearinq wolls oro minimum 2x4 studs O I6� o.c. with 1 /2" Z a woi C. Refer to report µ97-335 by Koechlein Consulting Engineers for construction gypsum wallboard both sides unleas noled otherwise. Cap with a double 0 � � requirements �egarding soils. top plote instolled to provide overlapping at comers und at intersections d. Provide continuoue foundation druins around lhe perimeter of oll bosement with other portitlons. If overlapping is not possfble, strap top plotes with BA(�f]��x � p � � , � walls antl at the base o! retaining walls. Contact soils engineer for detoils. meta etrap tfe (Simpson 5T292 or equivalent). a C W"" � e. A representative of the soi�s shall veri(y Sail condltions and typas during B. Floor or roof troming memDers must be aligned to bear within 5 Inches a� Do not backfill ayoinsl retaining walls until supporting elements are in ploce ond � p excavation. Report any dlscreponcies from originol flnCings t0 SLruCturoi of the studs beneath . securely anchored, or odequote shoring is installetl. Conwrrent bockfilling of. J p enqlneer for re-ewluotion ol foundatlon Gesign. G ProvlOe (2)- 2x10 heoders Over all openings in woll unless noted each side of a retaining woll to final grudes as indiwted on plon or section is � N C otherwise. required unless temporory sho�inq is installed. U N °� REINFOR(�D CONCRE7E D. At beam bearing locations in stud wolls, provide multiple-stud posts b. Verify type ot (ill wRh soils engineer and structurol engineer prior to backfilling. n � equol to width ot bearing member unless noted otherwise. �U o � °�^° a. Conaele design is bosed on tha "Building Code ReQuiremenls tor ReinfwceE 3. Floor Construction: cxNFR F IR11FN � 0 p � Concrote" (ACI 318-93). A. Provlde 3/4" lhick APA ratad Sturdifloor rated 20" o.c., tongue ond � m . � b. Structurol concrete shall hove a minimum 28- day compresslve strength a! groove, exposure 1 . Glue and nail panals to all supports. Install a. Structurol erection and Drocing: The structurol drowings illustrate the � o � sheathin with lon dimension er endicular to olsls antl end mts � d > � 3000 psi. 9 9 P P 1 M completed structure with oll elements in their flnol posRions, properly supported � ` c. Concrete sholl be proportioned using Type � cement. Admixtures containinq staggered. and braced. 1he contractor, In the proper sequence, shall provide shoring antl „ 8. Provide 9olid blockin between floor i9is at all beaNn locatlons. broting as may be required tluring construction to achieve the Fnol completed � chloride salts shall not be •used. 9 10 9 � d. Cold weothar concreting procedures shall ba provided as recommentled In the Bfocking materiol sholl motch the floor pist matariol, structura Contact structural engfneer for consultotion (not in contract) as , � � ACI Monuat o( Concrete Pr�tice 4. Roof Construclion: requirotl. e. Anchor bolts for beam anC column bearing ploles sholl be ploced with setting A� Provide 5/B" thick APA plywood sheathing roted 40/20 , exposura 1 . b. Dimensions: Check oll dimensians against architetturol drawings prior to � � tamplotes. Inelall sheothing with long dimension perpendicular to rafters or trusses construction. Do not scale drowings. � �, f. Expansion bolts shall be lowted at a minimum of 6 boll diameters from o�d end Joints staqgered. a Construclion proctices: General controctor is responsible tor meane, methods, concrete ed e ond s acetl at 10 bolt diameters unless noted otherwise. B. Plywood aheathing sholl be applietl contin�ously over the prlmary roof techni ues, se uences and g p V q Drocedures for construclioo of this project. Notify g. Anchor bolts for wood sill plotes shall be ploced at 4'-0° moximum spacing members (rafters or trusses) beiow overframed areos to provide adequate StruCturol engineer of omissions a conflicts between the working d�awings and � with one unchor bolt at 12� hom eaCh end w comer and o minimum o� two �ateral stability. ezisUnq conditiaos. Coordinote requirements tor mechonical/electrical/plumbing � onthor bol[s pef pieca. C. Provide windjseismic anchar supporte for ail roof joists md truesed penetrations through strutturol elements with the structu�ol engineer. Jobsite �� � h. AII ezposed edges and comer5 sholl be chomfered 3/4'. rofters See noiling schedule. safely is the sole responsibility o( the controctor. All methods used tor O � i. Concrete coveroge for reinforcing steel (ACI 318-95�: D. Provide solid blocking between roof rofters, trusses and lookouts at all construction shall be in occordance with the lotest edition of the UBC. � � Conereta cast ogainst ond permanently exposetl to earth 3' bearing lowtions. Blocking moterlul sholl match ra(ter, truss chord, or d. Obserwtion visits to the jobsite be the engineer sholl not be construed as Concrete exposed ta earth or weother: lookout material. inspection or opproval of construction. �A �5 bar or smaller � -i �p" 5. Wnd Bracing: e. Though every e�fort is made to provide a [omplete and clear set ot constructlon r, �� p6 throuqh N18 bar 2' A. Walle over 4 feel lonq which ore sheathed wlth gypsum wallboard on documents, discrepancies or omissions may occur. Release ot these druwings w �j Conereta not exposed io weather or in contoct wilh ground: 6oth foces ond ara designed as shear wolls on plan have been desiqned anticipates cooperption and continued communication between controctor, O � Slobs, walis, joiats (�'11 bar and emaller) ,}�4" to resisl wina lorces in accordanca with Table 47-I of the UBC. architect and engineer to provide the best possible structure. These drowings � � . Beams, columns 1 -t /2" 8. At shear walls, screw 1 /2' gypsum woilhoord to all studs and to top antl hove been prepored for the use of a Quolified contractor ezperienced In tne � bottom plates with �y8 x 1 -1 /8" drywoll screws at 7" moximum spacing, construction techniques and systems depicted. O C. Exterior pl�ood or OS8 woll sheathing is requlred unless speciflcally L_J � REINFORpNG STE}7: . deleted by engineer. �� a. Detailing, fabricot�on and piocement of reinforcinq steel sholl be in accoidanca � NAWNG SqimULE � with the ACI Manual ol Concrete Practice: SdJD 71YBER FRAYING . b. Except where otherwise noted on the drowing9, reinforcing bars shall conform 2z floor pisl to girdr, sill or wall plote (toenoil) 3- 8d � � to ASTM Specifiwtion A615- 79 ond sholl be minimum grade 60 exCept ties, a. Solid sawn timbers no�e been designed using Douqlas-Fir desiqn volues. If � field bent bars whera permitted by note on plon, or bars to be wdded, which Iogs o( o differe�t species are obtained, contact struc�ural engineer for I-joist to girder, sill or wall plate (down thru bottom chord) 2- 10A �1 shnll be grode �40. suilobility of inember sizes Indicoted on plan. � y , c. At splices in concrete, lap bars 36 diometers. Do not weld or use mechonical b. Timbers sholl De tlrled to moximum moisture cOntent of 19X prior to Sole plate to joist or blocking (toce nail) 16tl 0� 1ti" � splicing devices unless specifically approved by engineer. construction. d. At corners, moke horizontol bors continuous or provide comer bors. Around a Conatruction detoils for timber walls and other norstruclural timber elements Top plote to stud (end noll) 2- 16d openings and steps in concrete, provide (2�- ,�5'S extending 7-0" beyond edge ora the reapons@illty of the contraclor and/or Umber supp�ier in con(ormance Stud to sole late 4-Bd of opening or step. with the orchitectural drawing9. P (toenoil) or ' e. Extend reinforcinq stetl a minimum ot 24" thro�gh cold joints. Unless 2- 16d (enAnoil) W �. specifically Iocated on plon or details, coo�dinote cold joint lacations with � � _ � u 1 n �u1NATED 71YBER Double studs (face nail) 16d O 2 �" r ` �' � engineer. � , � f. Welded wire fabric shall conform to ASTM Speciflcation A- 185. Lap welded Doubled to lotes foce nail 16d 9 16" � N wire fabric o mintmum of one tull mash plus two Inches. Laps shail De wired a� Materials, mowfocturer ond quality control shall be in tonformance with AITC P P � ) + ProOuct Stondard PS 66-82, "Structural Glued Laminated Timber". � � � logether. Top plates, laps and intersections (tace nail) 2- 16a /1 b. Laminoted members shall be tabricated using Douglos Fir with Ihe following F„r combinotion symbols: ' Contlnuous header, twa pieces 16d � 7E" 24F- V4 Simple-span beams O SiRUC7URAL WOOU FRAAIING olang eacn eC<7r. � r_, 24P- VB Continuous w contllever beams w � . a. Except where noted otherwtse, all 2' nominal I�, nbtr, eacept studs, shall be . 3 Columns Continuous heoder to king stud ( [oenoil) 4-8d � � Douglas Fir-larch �2 or better, ond all solid timber beams and Dost7 3" c. All mem6ers shall be Architectural Appearonce G�ade, unless indicated . otherwise by the Archilect. Ceilinq/floor joists, Iops over portitions (face no�l) 3-i6d , � nominol antl wider shull be Douglas Fir-Larch y2. � Z b. $tuds shull be Stud rade ond better pou las Fir- Larch or Hem Fir. d. Prote<t members from domage or exposura to mofsture prior to on0 during /� H 9 9 Ceiling/Iioor 'pists to porallel rofters (foce noil) 3-t6tl � 1.+y c. Built-up posts sholl conslsl of Douglas Fir-Larch or Hem Fir �2 or better 2%4 or constroction. e. Adhesives sholl meet the requirements for wet conditions of serv(ce. �. � 2X6 studs per plan ond shall be nailatl together with 2 rows of 16d nails O 6" Solid-sawn rofter to plate 3-8d toenails � � olon each stud. �. Do not camber lominated members unless indicated on the drowings. �. 9 or Simpson H5 r;y ` ��; ¢ d. Top and bottom plotes sholl be Douglas Fir-Larch or Hem Fir ,y2 ond better. T � ' � s ' , � '- Plates laced diroctl on concrete walis or slobs sholl be . LAMINAIED NqOD DEq(ING: I - plst rafter to plate (down thru bottom cho�d) 2 - 12d ~� � � ',..�'� � � � t �'� '� � p y pressure- treoted Hem , � -€+ � 4�� � v=i �� �2' ' Built-up corner studs 1fid O 2a' '�y �� 19(3a y T O e. wthin floor joist spoces beneath solid or built-up columns noted on plans, o. Decking sholl be the species, width und thickness indicated on plan. p � U6 y,� � blockinq ot areo equivalent to column above sholl be provided. Door or window b. Grode shali be "Decorative'. Built-up beams (each member to adjacent) t6d O 12" �pp � .,,� � � � `�(' L 4 . � � trimmers conslstinq o( a single stud do not require special blocking in the joist alon each ed e � �� � Ra °" ¢ spoce. c. Coordinote face pottern, texture and foctory finlsh with orchitect. 9 9 � � �, \ ,. �', `�' � . Y E Exce t os noted otherwise, minimum nvilin sholl be d. Decking shall have heovy iongue ond groove ends and edges. {" � � 'NU , �� 1"" � p g provided as specified in Ply.vood or OSE3 root/woll/floor sheathing 8d O 6' olong edges � � '� � ' the Noilin $chedule" on lhe drawin s UBC Table 25-0 . e. All pieces shall be [erlified by on independant inspetlion agency (1EC0 or ��1� a \ .��`� � 9 9 � ) Bd O 12" intermed(ote supports � r v � g. Unless noted otherwise, steel ConnectoB such os those mowfoctured by the SPIB). � rn Simpson compony shall be used to Join rokers, Joists or beams to other beoms �� �amtnotlng odheslves sholl meet raquiremants of ASTM 02559-66T, extarior . � _ � /� . at flush-fromed conditions. Usa all specified noils. Connector conditions not waterproof type. Moisture content of wood shall nai exceed 14X maximum , N4?F� � , �, l I 1 � otherwise noted sholl utilize 7ype U or Type HU hongers of a siza specifcolly at the time of monufacture. Protect decking from damage or ezposure to 1 . The noila In this schedule ore common rire or poz nails. If cooler, sinker, or other types of nails ��,�,��(`b " ¢ � ���� � ° desi nad �or the member su orted, os shown in ihe mowfacturer s excesaive moiature prior to ond durinq construction. are used, contoct enqineer fo� requlred spacing ond sizes. � � �� g pp published � , � tables. Contacl structurnl engi�eer for detalls as required. g. Apply decking in controlled random lay-up according to lhe monuTocturer's 2. H ataples are used, contact engineer for �equired spocing and sizes. �� ` " � ' � � � , h. Wood noiler plotes instollad on steel beams or concrete wolls (or top- flange specificotions. Nail eoch course to a supporting member with tqo noils. Each 3. This schedule indicotes minimum requirements for noiling. Where special ronditions ekist, use �� . � � � � course should be toanail to the ton ue side of the ad ocent course at an the s eciFled nailin indicated on the lans and details. � � QC81 OCd b T�H hangers shall be ripped to match the width of the wall or beom flonge. Nailer 9 1 P 9 p �� ., 9 y lates su and of approximately 45', s[arting within one toot of the end o( each piece. M /�B m p pporting top flange hangers from one side only shall be instolled flush Toenoil ol 30' centers, sta erin locations in ad ' cent courses. U'se noile of � �� dfaWfl by with the face o( wall or beam flanqe at the hanger locations. 99 9 1� � a i. Monufoctured foiats shall be from an approved monufoclurer ond sholl be the size listed in the tollowing chort: TOMIOTV2II ' ChECkCd by a' equivalent in load-carrying capacity and defection criteria to TJI 35 series CONNEC710N SCHEDUIE �E Communlry LL joists in the depths and spacings indicated on plan. Provide blocking, Drocing, Toenoilinq, Alona Courses� Face Nailina to Sugpyrts- .,!'�-� Oevelonment �� iss„ed � 8d O 30" o.a (or 3" nominol 20d for 3" nominal � (2)-12d NAILS THRU BOT. CHOR� - � web sti((eners and other occessories as required by the manufacturer. ��e''''''www... � I.ominoted venaer lumber LVL shall have the fdlowin ro erties: 16d � 30� o.c. for 4" nominal 30d for 4" nominol O � �� , �� - � FIPJA� �2 �19 �g8 �� { ' � 9 p P 16d � 30" o.c. for 5" nominal 50d for 5" nominal B SIMPSON U14 Flexurol stress--- -- - - - -- - -- - -- - -- - -- - - 2600 psi O1 Modulus o1 elosticit 1 ,8W,000 si °�OOfpy� s Y-- - -- - --- --- - - - - P 0 SIMPSON V410 �.. q ' � Tension parollN to groir - --- --- - ----- - -1A50 psi [� N Compression porallel to grain------------- - 2460 psi S7RUCIURAL STEEL � SIMPSON U610 UP,012d ., p Compression parallel to glue IinE � .�,1 � N er endiculor to �aio ---- -- 750 . . , � SIMPSON HUC670 � �P P 9 )___ _ ____ __ Psi 0 0. Structural steel yhall be detoAed, fobncated anG erected m ,uccordonce with the � HorizonEal shear--- ----- ---- ---- - -285 psi most current editions o( AISC Specitications ond Code of Standard Practice. Q SIMPSON IUT3572 , � Where two members are requlre4 eoth member sholl be fostened to adjacent b. Structural steel rolled shapes, indud�ng plates and angles, shall be ASTM 36. � members with two rows l6d nails spoced 12" o.c. unless noted. Where P 9 p qrode B Q SIMPSON ITT3511 .88 banoity or Pe �- s Tube sha es shall be ASiM A500 rode B. Pi es sball be ASTM A53 ( 179 fT11)t - � p three or four members are required, they shall be tastenetl tagether with two or ASTM nso� . Sec. 303 C U B rows of 1 /2" diameter thru -bolts O 24' o.c. unless noted. QH SIMPSON HU412 W/ (22)- 16d At (10)- lOtl ; �an� C• Q c. Tube shapes are octual size as specified on plon. Pipe sizes indicated on plon - Q 2(ITIf1 Q k. Froming notes: are nominol (opproximote inside diometer) and refer to AISC pipe schedule " � Of f �1 f a permit or a cifications shall not � PProval ot pinns artU dimensions f���` bB CORSifUBd [D bB 2 0 �n a d. All bolts used In steel froming sholl conform to ASTM Specifiwtion A325. a� �f, any violation of an pe�mit for, r sheet o Anchor bolts and 6olt5 used in timber connections may be AS1Td A307. Odt �"� =�y 0[IICf OftllflypCE 01 [hg � f fhe pfOVI5100S 01 th15 COtlE a" sizes shall be 3/4" diometer un�ess noted otherwise. :-2��Tlif b23Bd Up0lI ly urisdiption. The issuance m . e. Boles ogatornuetinstectiont sha Ir be�ng vhdoclld b 9 t ee u retlkb �fthe buuldin dicaling �- bUlld� nS, S ecifieations antl ot� Cf udta Shy�' -r�veat the p h d - i^specto�. 9 p � P Q Y 9 �-��-ection of errors in9 official from thereafter reGuiring the [�) 1 � f. T ical fromed beam connections sholl consist of / g 9 � said plans, specifieations and 01hP� 1 � yp� pairs Of 1 4� an le9 usin the ����. � �i- mazimum number af baits called (or in Tobie II- A of the AISC Mu�ual ( ASD 7 ! j [ L I\J E . Ninlh Edition ). . :�, 7F. ca - /� �- � l.% � � c. o+ 0 L J� d ( � n e / � / / J p (_j ' ' 1 ' 1.��.� 1��.' � ` ! / � . � . , . ~� � � `ii . . . .. _. _ . . �� - -'i,. / . .._ . . . �. . . . . � � . . . - . . � . . ' . '�^'" ...�'Y�_'k. . � '�,�,�...:* � . _ ' . - ' � � � . ' _ . ti •�. r ' �\\\\111111i11i111/!/�%//�� � 48' - 0�� � •�E'��d�✓��� � . !y ;: .y 4�-0" 14� - 11 1 �2` 8'-9" 14' - 71 1 �2° 4' - 0° �zl � A •< ° 11 � ' �oi > ;on > d•��� ' k.yC 1 8- 8.. �i��i0�� ry/��� � `� • i ., T. O.W. = 121 ' - 9 3/4 S� T. O. W. = 121 ' - 9 3/4 �/////�,�����i,�ii��� T. O.F. = 109' - 0 �\ � T. O. F. = 109' - 0 � ------ � - - - - - - - - - - -�� - - - - - - - - - - - - - - - -r? - - - - - - - � , � , � . �__ _.— ��__ P e � _ � � � � � � � _ � � � � _ � � _ I _ c O a oi � I � � � � _ � � — � � � � � (O U M1 N I � � ol � _ — _ — _ — � � I - � ' - Z . . � oa D a M � — _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ — _ _ _ — � _ � � N O ,.,: — Q p � � . I i r� � � O a � — � � � r � � � � _ � r� � � � � � � � � i I j C �"�� , � � I � I I � � � N � " � � Z � � m I I IT.O. F. = 99 , 89 3/4 I I I I T. O. F.. 990' 89 3/4 I I I � o o $ c°� I � I I I I I I 1 I � � « 1 d � i �� ` d > ' - 0" 1 ' - 2 I T. O. W. = 120' -9 3/4 � I I I T O. w. = 120' - 9 3 /4 ( • _ 2,. , - �,* Y « e � .. I � T. O.F. = 99� - 8 I I � T. O. F. = 99'- B � I . _ 0.. � , _ z., . � . 2., . _ �„� II � � — 2 B° I � �_ I _ _ _ I 2 _ w io � —� SS 6• 6 �. 6 , 6 �� I io i S7 I I � � I I S7 i � 4" CONCRETE SLAB ON 4" CLEAN GRAVEl� o I I I I I I IBASE ON UNDISTURBED GRADE OR I I I N � � � I I I I I I I �OMPACTED STRUCTURAL FILL PER SOILSI I I � o ENGINEER . REINFORCE SLAB WITH 6x6- �, I � W1 . 4xW1 . 4 YJELDED WIRE FABRIC I f � � I I I I I ITHROUGHOUT. PROVIDE 1 " DEEP SAWN OR� I I � � W O ` n I I I I I I � ITOOLED CONTROL JOINTS AT 15' -0" I � MI � a � � � MAXIMUM SPACING EACH WAY. ` ' � I I T.O. W. = 110' - 9 3/4 3 � I I I � , _ g„ 7. O. W. = 110' - 9 3/4 �I ( I ~+ � . ' I I I T.O. F. = 99'- 8 Sg �Q . I I --� T. O.F. = 99'- 8 I I I I I T /'1 ^ t l! 1 I � I m � � I I � Q I � I r�, �..7 J STEP T. C . SLAB STEP T. O. SLAB � i �■�L� ~"� - - � i a l I rO� SLA'BZ I I � � � - - i I � �'i ; � �I � L _ J o � J-�— L o L _ J ' :� o T. o. w. = ios' - a _ T. o. w. _ � os' - a o w � STEP i . O. F. = 96' - 8 r ° T. O. F. = 96 '- 8 STEP � � r7 io T. O. F. � 100' - 0 I � 100' - 0 T.O. F . io � T. O. SLAB T. O. SLAB • � ..� A r — — � — — — — — — — — — — — — — — — — — — — — — — — — — — � . c � — - - - - - - - - � - - - - - - - - - - , —� — � Z � ° � � _ � � � ° � � � `" � ; I � T. O. W. = 99� - 4 T. O. W. = 100' - 7 1 /2 T.O. W. = 99' - 4 � I � � a � T.O. F. = 96' - 8 T. O.F. = 96' - 8 T.O.F. = 96' - 8 ' � � < �_-� — — �—, -- - - - -*----t; ~ � � � � J � /� U') � I V� U i S8 �yQ � 1 ' - 0" 1 ' - 0.' � � � .••� Y � m 4' - 0" 2' -6 " 10' - 0" 13' - 0" 10' - 0" 2' - 6" 4' - 0" M �' wm � � � 0 � aa' - o" ; � - - - - -- ------- ----- -- - -- --- � desqned by TDH � ��,,, yy MAe " checked by . a t t�i' , 139UCd � F O U N D A TI O N P L A N FINAL 02 /19 /98 - �, SCALE : 1 % 4 " = 1 ' - 0 ' � i ° SEQUENCE OF CONSTRUC110N FOR SOIL STABILITY: PLAN NOTES � 0 1 . E .iCAVATE ENTIRE SITE TO ELE `dAT10N 108' - 0. 1 . ELEVATIONS OF CONCRETE FOUNDATION E�EMENTS iNDICATED ON PLAN THUS. PLAN m T. O. W. = TOP OF CONCRETE WALL T. O. F. = TOP OF CONCRETE FOOTING NOR ! H ' 2. FORM AND POUR UPPER FOOTING AND WALL THESE ELEVATIONS RELATE TO 100' - 0 AS A REFERENCE ELEVATION AT THC o GARAGE LEVEL, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. � 3. EXCAVATE AND SOIL NAIL CONCURRENTLY BELOW UPPER FOOTING. � 2. TOP OF FOOi1NG ELEVATIONS ARE BASED ON FINDWG ADEQUATE SOIL BEARI '� G - ° 4. FORM AND POUR LOWER FOOTINGS AND WALLS. CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED gh�{ � —�c-- �s g 5. BACKFILL AND COMPACT BEHIND LOWER WALL THEN UPPER WALL 3. STEPS IN TOP OF CONCRETE WALL INDICATED: �� � ; 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION ('`� � ' " WALLS UNLESS NOTED OTHERWISE. \ � � 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOnNGS ARE 8° /j ^ ' � THICK x 16" WIDE UNLESS NOTED OTHERWISE �y� p„ (/i� � - � � `-' t .�� - I ' 6. DO NOT SCALE DRAWINGS . U � -rl �J ` �0 ,.1,1��„'.rN3��ii� Si;. � •• �J i �� ' ��,yy� � �� . 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TREATED 2x10 f�' IN CONT. TREt, "FC 2xE � ? , e � � n � SOUD 6x12 BY OTHERS —� �� % ' Z � � � � 11 7/S TJI /35DF � 16" t 11 7 /8 T,lli35lir" � E " —� - � o a � � ' �� � �� � � � � \ . . e 122'- 0 121 ' - 9 3 4 = T. O. PLYWD. �� 721 ' - 9 3 4 - — - -- --- - — - ' 0 ?L �NdD . � < � °-� T.O. W. a T. O. W. . I � $ I � � c r; • � ,je . QG TYP. . fi L o o � m r - . � t.q?\ �� � � r � �0 d�i� , i — — 120' - 9 3i4 ' U x ° ' T. O . CO— N C. -� � 3 S �' ' • TJI BLKG. PANELS � 24" BUTTRESS o � #5's CC"1T. HORI � . — ' T ° • IN FIRST JOIST SPACE W/ � � ° � � 1 � e � 't2CON . HORIZ . ( 5) - Sd NAILS IN EA. PANEL Y e CONT. TREATED 2xt2 LEDGER 'tti � ° ( 3) - t6d DRi �,iE i�� .� c r ? ,; ° • ^ //S� s VERT. � 12 " , #5's VERT. � 16" � a � ♦ CONT. TREATED 2x12 LEDGER W/ CONT. TREATED 2xi2 LEDGER �4 � A 3 4" 0 x 6° EXP. ANCN . � -� ? " � ' s� r; G�p�. r � � i 3/4" 0 x 6" EXP . ANCH . C�D12" STAGGERED ' � ,� 3 � ' 1 1 /2" LT. WL CONC. TOPPiNG 5� � 1 1 /2" LT. WT. CONC. TOPPING ^ Q , 112� - 0 • ' -- - 11 �'_0_ �—, � � - - -�-�\ - - i 0 FL �JdC�-� �� � 7. 0_ PLYWD . � � � - � a � � �, I � i � i i � Q TYP . � TYP. ; ; .. c = ' #6 DWLS x �-� • • � 10' - 9 3 4 #5 DWLS x o —� ____ ` ' ' ►a-i � 8' _ � \ . T. O. W. � 12" M � _ _ ' 110' - 9 3 /4 w T. O. W. � a 2 " 8" NAIL BOT. FLANGE 3 ° 7" ° � I � � � ' � - 8 OF J0�5T TO 2x6 F� 11 7/8 TJI/35DF � 16° 6" NAIL BLKG. OR BOT, � 11 7/8 7JI /35DF � 76" (2)- �5's CONT. HORIZ —�\ W/ (4) - 16d NAILS • FLANGE OF JOIST TO , � 2x6 f'� W/ 16d NAILS TJI BLKG. PANELS � 24" W/ TOP & BOT. , � EA. JOIST �, _ ° � � ��y�'''^��.�,..v- +-�r�"��� ���� • ( 2)- #5's CONT. HORIZ. -- � 3� � ( 5) - Sd NAILS W EA. PANEL /� W //S�s TRANSV. � 24' � �; a ���� � �?��, • TOP & BOL � ( ] ? = a ° 1 2" 0 x 10" A. B. 's � 48" �� N y.� Y � �2° 6 X � ��� r� . B. S � 48� � i '% ' 09' - 0 � a , IN C �?� '. TREA ? FD 2x6 7 109'-0 IN CONT. TREATED 2x6 f� �i r. o.F. r. o. F. ,, , • ' ..� A � o ° , • i ' • `o , u , 'S��_''l��T?=,-,^� \-rr- ,`�"i,�. �r a • � � n � .I • . � ��;� � ' �� r ��°�� � � � . � � --- /�5� s VF R L � 1 6 " . . ���O��O� ��. ; . W � — �F5'S VERT. � 12 " r� ° ; I '' B" CONC. BUTTRESS rT F� H � i � . 4" o DRa.iN Pip� 6„ � O„ � 4, BEYOND � p•{■� C1+ � � a � z • - o^ � o° I i ' - ; i � � � �; _ . _ "� i � I , i '— e" i i � � a' — o" i � a _ - - � � ; � � , z � �5'S � �ONT. HORIZ. - , #5's CONT. HORIZ. � � ° 4" 0 DRA1N PIPE , � � '� � � 1g'` � � 16" ° � Y (6) - #5' s CON � tONGIT. � ���! �— , � � � m ' - r.�� - -- � r h�1 � � � , , ° , _ � � i _ � '�' - � y � _ I ! ° � designed by �D'� � I � ' . ' ' drawn b MAB rn -` ` � . l I 3.. �., _ . � i 5° 5 ' . Y a REWFORCE EARTH W/ � � � � • REWFORCE EARTH W/ - , � � ' ��� �� � SOIL NAILING AS EXCAVATION � n � 2�� ��� 1 /2" EXP. MAT'L, TYP. SOIL NAILING AS EXCAVATION , � � � 4" b " 1jZ° EXP, MAT'L, iv�' . ��� � PROCEEDS BELOW UPPER WALL bYLS x o � PROCEEDS BELOW UPPER WALL - , , 14� ti _ I " i FINAL 02 /19 !98 '- - " � � I � - ' � 1 }�5 DWLS xI �, a _ �, .• � ,� , o+ - " ! � a . 4" CONC. SLAB _ - " i � 12 " I' ' - �., ' 1 .: . S'_ AB n " I 1 ' -8 ° � � � N � 2) - /��,5's CONT. HORIZ. VARIES � � ' 6•� n SLOPL _ o TQA� & BOL • • T. O. SLAB � �� �1 � ( 2 ) - #5's CONT. HORIZ. -� ° a • . . m a - ' TOP & BOT. • a °/' _:N ' I^ . I •Z4 .. . " i j � '�y r. = 99' - 8 I � r :y 99 ' - 8 � � � ''> ,� x:., � �, ° T.O.F. - ' ' � r. O.F. I I ' i ° � • • s i o �i I • . , . • n ° • �5' s 1RANSV. � i 6" ' � ' sheet a � L _ J o ` a . , , - -- (6) - #5�s CONT. LONGIT. � a i � � °; � 2' - 0" 10" 1 '- 2" 6" 10" 4" �-y � � � � ;,, � , �„ I�J I � 4'-0° - — �- L O1 1 SCALE : 3 4" = 1 ' - 0 " � = t' - o , d S7 5i _ U T �, . \1''.11llllilll///////� y :��,L`'�.• �aEE��b�,�'l'i�: � �� ;�� •Ch�� : —= `�� r :Q = �Z = 1 1 /2" LT, WT. CONC. TpPPING I [ x6 BRG. WAi_;_ ��o;�d J�°� � I TJI RAFTERS � 24" � _--_I � '�6p:9�y�� . ;�� TJI BLKG. PANELS � 722' - 0 � BRG. , TYP. T.O. PLYWD. '��.____., ---- --- � �i���p�•....••• 'c�? • FASCIA PER ARCH . �- - - - - ��__ -- ��/��� 1,qninqnC !� • � . i c 120'-9 3 4 - - o A TYP. T. O. W. t � ,•O1� h ^` O P TJI JOISTS PEri �' � � ". v � a - � ; 3 v aa ' . � TJI BLKG. PANELS � BRG., TYP . �/ • �� � �2.� m x 10" A . B. 's � 4R.. N o ° � � I ird CO^dT. TREarED 2z6 �r � p �� � ' a Z � pw . - � � o � J . -. i. . . � � C r . . . . . . . � � — N , P N � � Q O nm . _ ,. . I (� '� O k. Q �:, : � /{5's CONT. HORIZ. � � $ � _ � 16" M � d � a � li � 1 1 /2° LT. WT. CONC. TOPPINGI 4'' 4" Y e ` � � (2) - 6x12's CANT. '� - � 112' - 0 V T.O. PLYWD . _ --- - - - = - � ,; • QF TYP. : , i� a � I _ � � � ; ' � pS � s vE r� l @ ' 6�� � � � . i � ' . . . � . � . � O ' . ��� . 6x12 EXT, WALL TJI JOISTS PER PLAN Q � ' • " CONT. TREATED 2xt2 LEDGER W/ W � � ' 3/4° 0 x 6" EXP. ANCH . � 12 " O ' ' , STAGGERED - - � ' �,.a e . a, � #5 DWLS n ,� �� � E 5 SCALE : 3 / 4.� - � � _ � .� � � 48" , .� � n � cg 1 /2.. EXP . MAT�L, TYP. � - ' V 1 a k � ' rlT ,1 � , a„ CONC. SLAB � 4" ,COfJC . S_ AB ^ Q' `� . � � . !�j :g, .: 2x6 STUDS � 16" W/ vARiES • G.J � ;�z '2'- ; 1 /2" PLYwD. OR OSB T.O. SLAB • ' SHEATHING ` �, ,} W '. ' WATERPROOF MEMBRANE ON ,; _�� ` ; RIPPED 2x6 SLEEPERS . 112' - 0 � 2) #5� 5 i;� . ' �;'i -• � ? � � �_ . � - �� . TA. PLYWD. 9 O. FB �� TO? & 'r30 ` �y � � � � A � , � I ° � ° ' w i � �- -- O r_ z � � �� TYP. � 11 7 /8 TJI /35DF � 16" 6� 8.. 6., � ' " a � — TJI BLKG. PANELS � 24° � ' - R" �' � ? I z � � Q �-- -- - * W FIRST JOIST SPACE W/ � � e 2 SCf. Lt _ 3 ,�� q �. � •. � i � 11 ? /8 TJI !35DF � 16" ( 5) - 8d NAILS IN EA. PANEL 58 � , � z . ° 4 ( 2 ) - t 3 %�4x ; � ? ;8 lVL -- � SCALE: 3 4 " = 1 ' -- 0 '� � � -� � 4" CONC. SLAB w/ 6x6 - W7 . 4xw1 . a �..� •ti 't SS W. W.F. , SEE SOILS REPORT FOR 2 • _ � �..� '; i , � ADDITIONAL SLAB REQU �REMENTS #4 DWLS x `i' /l ��.Yl ��1 i '_ � 24" I �� 1� i 0 Q I 1 /4 PER �00T _ y � 100 ' - 0 `--° -a a T. O. SL � B � TD4 ! � ' ° • . � designed by rn ' '� . _ _�_ 99' - 8 � droan by MAB � � 2x6 STUD BRG. WALL , , , � T. O . w. chedced by � � � II issued I � � � )- # 4 COP: r. � Firar+L 02 /� 9 /98 �' � o, t6d NAILS � 16 " i d CONT. ° I� ° 4'" CONC. SI.AB 7REATED 2x6 F� : �I , c � -- '� i ) - #� C0 ��� 7 �� o i �� , �, _ '�ti ' . ' � �- . #5 DWLS xl `i' � °m' �`z� ° � . . , '� 48° � f � oc� .� :; ;o� , � �c 6 � t . � 3 "� >��> •n . ., , � � � : � . . �� G � • ' � � a e ( 2) - #5's CONT. HORI �.� � i' • � • .\%\�?\�. � � TOP & BOT. �. . � I� 96 � - 8 . ¢ I ` I - - - �c 7,' - --- � sheet � a ( 3) - �5 ' s COf: ' _ � , Z � I a � - - -- -- � � � 1 ' - 2.. 6 �� � 'i -� --�-- - k co 4.. 8� 4., � � � E � T I ? ' _ � 0 3 SC - �. E_ : 3 � 4 " _ '� ' - � ' � 4 SGAL� : 3 % 4' ��i .... �C�--- � . e.:�. ,_ -, � � r � -- — - -* � � ,y� . ,� „ � -� ,� � 58 � SS �-' . � ' 'i Pegc 2 of i Pro'ect Neme�. SID RLANDFORD DATE: 02/2U/1998 OU27798001 __ ___ _� 1 -- —.-- .. _ -- _ _ _ ..._ — _._ — —_'—_ —._— —_ -- - -—. — _ 171YIT QT�' TOTAL ' LOCA1'ION PRODUCTCODE p�CE p��g i ITEhI _ . _ _. ._ ._ _._ . �RAME SIZF. UESCRII"170N . _ . — _ .— __ —_. - - _ —_ ._ —_ — 1 I Y CC2849-]. Frnmc Sizc = 3' 9 3/8" W s 4' �" Ft Cnaemcnl WinJu�+:. Two-W'idc Cescmcnt GniLs RO Sizc - 1' 9 718" W x 4' 0 VT' H SemClad/F3ronz< �i I --r�1ggg '\ � � �� Flingine�Operxtion: LR � � �' � � I � �� � LoF. DunlPanc � vW3H) / � � i SDL7�8" w� SpeccBerRectanulurGrilk(s)(.. �� 1 /I � 6 9/l6" Jemb. ApPli<d � —<--� � I, Rram.e Chercoal Fibcrg�oss S1csL Scrccn I � � I � I Bronze Stundnrd H�rd«'nrc li . .._- �::�.�� v.l, s::�e 'ra. a i, _y..__.'_ fl . i 19 AC3G24�I t Ernme $ize = 3' 0" W z 2' 0" H Awning w'��dows . One-Wide/Ono-High Awning UniL+ RO S'v.e = 7' 0 I �2" W x 2' 0 V2" H SemCladBronxc � �_��� Hinging�Operelion'. O �� �--r LoH Dunl Pane � ������� SD1. 7/8" w� Spoce Bar [2ectengnler Grille(s)(2W:Ff) s..ir. w• = i. fl-�--"-'—`� I 6 9i16" lumL., Applicd 6rov.c Chnrconl Piberglass Mexh Screen (Znxntity. L �3r��e Slandnrd Hnrdanrc 1 20 CC24�4-I Freme Si1e = Z' 0" W x 2' 0" H Cnsemenl Windows RO Size = 2' 0 li2" W z 2' 0 12" }I One-Wide Cnsemcnt l.lni�s SemCled/Bronzc ` �� 1 HingingiOperation. L YX 5 � Ir-;—I LoE Dnel Penc i�` . �, ,�� � SDL 7/R" w/ Speuc Ber Rcctengulnr Grillc(s)(2W 5„oi�: un^ a i� 6 9/16" Jemb, Applied 6ronzc Charcoel PibergiassVteah Scrcen QuenlilV: 1 yronzc Standerd Hw'dwarc 1 `� CC?4h0�2 Frame Sitt = 4' 0" W x 3' 4 11/16" H Cnsemcnt Wu�dows RO Size = 4' 0 I/2" W x 3' S 3/16" H Two-Wide Cemment U�i1s SemGnJ/Bronze � � � r� Hinging/Operetion: LR � � � � : �li LoE Duel Pxne I � I SDL 7!8" a/ Spece Bnr Recten�5uler GrilkCex2W3Fq i� ��> '— ��-'=i ' 69/lG" Jemb. APPIicJ II .� ;.. '' ''I I I. Bronze Charconl fibcrgl�as Mesh Scrten t--- 4 Bronze Smnd�rd Herdwnrc ��_:�____.__. sc�e iia^ = r 4 } 7.10.1 J CC2440-1 . . . Prarne Si2e = 2' 0" W s 3' 4 I 1/1 U" H Casemenl W indo�w ,��11 �J i �`'. .'. RO Sizc = 2' p �/2" W x 3' S 3/l6" H One-Wide Cmement lJniw � ��/�r �� �, � ScmClnd/8ronzc �F i �I � Hinginy/Up�reliun�. L '�` :�. � � � � tl �� LoE DualPnnc �. Tcmpenng .�. .. _ SDL 7�8" w/ Space l3ar Rectangular GriIIH9)(�W�f�� ��. � � � ... 6 9r l6" Jumb. Applied ' �__,,,�__, Bronze Churconl Pibergluss Mcsh $crem � . � � r�� i S g„y irr - r yronze Standerd Hordwore , . w � 8 �;. Q�,�ia�� a °� � c, � �\��� MpR 'l 4 19g. � `���, . ,�'�� e �,Q1�\\a����` Pege 3 of 3 n•nicct Neme�. SIU BLM'DFORD DA'fE: 02i20/1998 0027798001 --_.__� ____—_ UNIT QTY TOTN. LOCnTlON PRODUCTCODE p�CF P{tiCG II n'rvi - - DF.SCR[I'TfON ' _ . _ ._ . _.__---_ '-- FItAh1E SIZE . _. — . _ _ _. . . . . _ _ _ _. _ - _ _. -__ _ _ _ _ _ . __ __ . _ _ . 5 4.8.1 I .I 5.2 CI�DGOG I U Fnnne Size = G' 3 I S/I G' W s b' l0 1�2" F1 p�ublesW" �11� ' J��o Doors �/ ` %_ J �Y RO Sizc = 6' J 7/1 G" W x 6' 11 " H S<mCIn�lMronzc � il �'���!` -� . �. }linging/Op�ralion: l.cftAclive - RighlPussive ` � I i 1 Lo[ DunlPanc � ' � ..- . T—� II �—I �I TcmPcnng . ' � I , li � \ '� SDL 718" w/ Spect Ber Rectengular Grilla(sJ(2W51� _� � 6 9/I6" Jamb, ApP lied , ._f—.— i �� � �� . �,I, �� I Rrighl Bress Multi-pomc L.ock (Keyad Alike) � I � I Hydrosill i—`_'j^ ! i � �I I�� r- �-� '�i� I� � . � I ' - ,1=-°_-°-° - -� � �; � - -�--� I� �--� '� S.de. IV" ° P � a 9.1 ?.1 G CC2440-1 Prn Size = 2' 0" W z 3' 4 I U16" N Cnscmrnl Windoks RU Siz - 2' U UT' W x 3' S J/t6" H g�nCind/Brona.eem l!nits ��. ,� y ; � Hinging/Operelion: Fi i LoG Duel Pnnc � y d Temptting ��i �._ i � SDI. �1S" wl Space Ber Rectang�ler GrilleCs)(2�✓3FD G 9I16" Inmb. Applicd ���._��:� � 6ronm Churroxl Fiberglesv llech Screen s': ve' = i' Bronzc Sinndnrd Nardworc i � . l 6 CPDSUGIO Frame Si2e = 5' 3 I S/16" W x 6' 10 U2" H 17o NlcSwmging Patio Uoors RO Size = 5' 4 7/Ib" W x 6' 11" H SemClad/6ronze ` , � i -�I � � ���i HingingfOperetion'. LeftActive - RiglriPaeeive ,�[]/V� �I � � I I , I I� Ili LoE [Tial Pxnc �+� i� � � ��T� ��` Tempering ��I � I I I \ II SDL 718" w/ Spece 0ar Reelangular Crcille(sX�WSi-D L � �� fi 9/16" Semb, App��cd n � �I 6risht Brnss �lulli-point Lock (Keyed Alike) P'IL'I ��I I \ �. � i� I � HyJrosill \ � _ J I!'� / / I �;,� ��` v`";..�k. , '--� ;� �� =�v� �,4. � , � = - _= y 3 3� �s ( --- � I �� _ �� -- _ _ _ _ _ __ _ ___ _ _ _-- �, 3 0 _ SUBMITTED BY: "�—� DATE � p' ACCEPTED BY: � �, y rI � � rPriciug Quotc/Short Form """"' MOUNTAINVIEW BUILllING SPECIALTIES �ntF: u;;zon��a ,�� r�`���''`�. �.��� 780-B NOTTINGFiAM ROAD $ AV ON,CO 81620 � 970-S�IS-8383 � `+,.�j..• ����;r °�. ..,�,,`� `b..,� QUOTE N' OODO51 CONTAC'T: PR07ECT: SID DLANDFORD DATE: 022Ui1998 ADDRESS: THRMS: S.4L[SRF.P� SH�W PAXSON p0 q: CUSI'OA�Oi.R: SID HLA��DFORD PI{ONE; COMMENTS: PICKIJP/DEI.[VERY: Dclivery 0027798001 h10UN'TAINVIEW BUILDING SPEC4ILT�S NROPOSES TO F[JEL�'ISH PRODUCTS AS STATED BEIAW. I ITEM LOCATION PRODUCTCODE tiNTC QTY TOTAL I FRAME SIZE UESCRIPT[ON PRICE PRICF. I � " CCI N48-I � Fmme Size = P 5 I I/I6" W' x 4' 0" H Cascmrnt Windows RO Sizc = 1' 6 3/l6" W z 0' 0 12" H pne-Widc Cnsemen[ Uni�s S<mClad/Dronzc � �-I�I Hinging/Operation: S , / � p �IJ II LoE Dual Pane ,v ^i I Tempering J�`� � �i SDL 7/8" w/ Spac< Ber Rectanguler Grille(exI W3H) V . 6 9/16" Jemb, Applicd .vll l+C)W� ✓ ��-Ve— \ s�da w- = t � � CFD30610 � Fremc Size = 3' 2 7q6" W z 6' 10 I/Z" f I Frcnch Swinging Petio Doars RO Size = 3' 2 IS/16" W x G I1" H Singlc I ti ScmCledBronze ` � � �I hlinginy/Operation: l. ](J[ � I � LoE Dual Pone /�V ' ., — � '� ' Tempenng I� ' � I_ � SDL 7/8" wl Spece Bar Ree�angular Gille(sg2W5H) li ��—i �'� I'i b 9/16" lamb. ApPlied i� � ' I Bnghl Brnv Multi-point Lock (Kc}ed .41ike) � . , !i, Hydrosill I�J ' i 'I 'v.� �s� s�dc. v ' �- - �li Sede ua^ P Quent{ty: l BDULDER RETAINiNG WALLS L � T 13 , � ILING N ❑ . 1 N ❑ TES � VAIL VILLAGE WEST 1. THE MAXIMUM HEIGHT OF ANY BOULDER WALL SHALL BE 6.0 FEET . VAIL , COL � RAD ❑ Z. THE MINIMUM WIDTH OF ANY BOULDER WALL SHALL BE 5.0 FEET . 3. THE MINIMUM SIZE ❑F AN1' INDIVIDUAL BOULDER SHA�L BE 2.5 FEET . q . THE MINIMUM BATTER ❑F THE BOULDER FACING SHALI BE 1 FOOT HORIZONTALLY FOR EVERY 6 FEET VERTICALLY. THE BATTER SHALL BE AWAY FROM THE / FACE ❑F THE WALL . � / 5. THE MINIMUM EMBEDMENT DEPTH OF THE F [ RST R�W ❑ BOU� DER WALLS �� BOULDERS SHALL BE 2A FEET . � 6. THE FIRST ROW OF B�ULDERS SHOULD BE BEARING ON 21 CH�RIZ�NTAI TOQERTICAL ) MAX. SLOPE < TYP. _ lj THE NATURAL GRAVELLY SANDS. PRIOR T ❑ P� ACING THE � r FIRST ROW ❑F BOULDERS , THE SUBGRADE SH�U� D BE PROPOSED SLOPE � COMPACTED TO 98 PERCENT ❑F THE STANDARD PROCT �R � MAXIMUM DRY DENS [ TY < ASTM D - 698). 1 � - J GEOTEXTILE ( TYPJ 7 , IF FILL IS REQUIRED T ❑ CONSTRUCT THE BOULDER / CSEE NOTE N10) WALLS , THE FILL MAY CONSIST ❑F ❑N - SITE SOILS FREE (,' MAX . < TYP.) / � FROM DELETERI �US MATERIAL . / / 8. A REPRESENTATIVE FR�M OUR ❑FfICE SHOUL EXISTING SLOPE---� 3' MIN. OBSERVE THE C �MPACTED SUBGRADE PRI �R T ❑ PLACING Q THE FIRST ROW OF B�ULDERS . / � 9. IRRIGATION BETWEEN THE TIERS ❑F THE B�ULDER 1 2' MIN. ( TYP.) WALLS SHOULD BE MINIMIZED. IF SHRUBS qR FLOWERS AR Z' MIN. PLANTED BETWEEN THE TIERS , THESE PLANTS SHOULD BF Q �9qQ HAND WATERED. 5' MIN. ( TYPJ � F �'. CSEE NOTE # 2) , 1 k � `, '.'.. .` 10. IF A SINGLE BOULDER IS USED FOR THE FULL HEIGHT � '!' WE RECOMMEND PLACING AN APPROVED i;a;,�` �' � ❑F THE WAL �S , ° �� `� � GEDTEXTI� E BEHIND THE BOULDER WALLS. THE �� ' GE � TEXTILE SHOULD BE APPROVED BY A REPRESENTATIVE FROM KCE . TYPICAL CR ❑ SS � ECTION 11 IF A SINGLE B�ULDER IS USED FOR THE FULL HEIGHT NOT T ❑ SCALE ❑F THE WALLS , WE RECOMMEN � THAT A GRA�VEL DRAIN BE PLACED BEHIN ➢ THE B�U� DER WALLS. � �� ����� , ���,, L���`".- ,> 9r5�2 K � ECHLEIN C � NSULTING ENGINEERS , INC , DESIGN CRITERIA .`.•..�' � � '�' .� . CONSULTING GE � TECHNICAL ENGINEERS :�, ^••.....•�: �' � 12364 W. Alonedn Pkwy., Suite 135, Lnkewood, C❑ 80228 MAT �RIAL Y � - (303) 989 - 1223 fax C303) 989-0204 SAND, GRAVELLY , SILTY 130 LBS / FT3 35 0 50 0 Designed by� SH Sheet� 1 of 1 BOULDER WALL 150 LBS / FT3 REVISIONS Q 0 LBS / FT3 0 0 Q Reviewed by� WHK Drnwing dnte� 2- 17 -98 BUI � DING LOAD t� 3 -11 - 98 t Q Q Drown by� SBM Job No. 98-015 i ' - 5I `tE #,t���}-� t�n�"� s ' LI � ;� T � � x--,� �. ��� � - - --- - - - � -- - - ---- - - - __ - - -- - - - - - M rC- !�C-!� � \tibl.L LI �F� T j5v v/,;-r�- - ,I,,,�• - hE �.G1� � �-�-� / �� Ma�1a-!1 � EF�'� � ' �a � . �XI �� 1-� � 'f1zE�5 'fv � �MoYEb -�i1��� d��D .��i --_ _ - --- - -- - - - - � > i i T , m , � - ' � � � 2 . t� lv�ws-( Tv �� ?��-f� d • . � � - o � / �C � �.I ��%� -Mb�1 � ��Ti��� ' � - 9 ? 0 7 ' � nn �,,��;� r�� ;•�.: �: ' � ' -� Y�: 3. m�► I�e.� � y �..a.� �1� . � oo �- o � �� �,�, 8o2g . o '� o � i � � '� � v � J .ts �c �.�+ � a. 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