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Home My WebLink AboutVAIL INTERMOUNTAIN BLOCK 3 LOT 4 PLANS PROJECT CODE SUMMARY � DRAWING INDEX Occupancy Glassification : � O �eso. t ARGHITEGTURAL DRAWINCsS - fz-3: Single-Famtly f2esidence � 4 � � d' � AI GOVER SHEET , SITE PLAN � �n ResidenHal 6ross Floor A�ea : pRA�� qryp R� w�4LL � `J ' ; r A2 LOWER LEVEL / MAIN LEVEL PLAN � . TOTAL � M-I : Private Garpcje Gro55 Floor Area: A� EAS�ENT � i� ��J� A3 UPPER LEVEL / ROOF PLANS, SGHED � � ?O?AL • � � p � � N81 '25'00"E - 105. 31 ' � � Occupant Load: � -- �.. � .� A4 ELEVATIONS � � R-3 � I/300 sf of unit space = / / AS BUILDING SEGTION � y � M- I � I/200 sf of unit space = • �� / _-- � � � -\ � A6 BUILDING SEGTION � _ ,. � -- � � � Gonstruction Type : / / �� 4 � �.\ 2 � ~ � 7ype V Non-rated � I / - � C� � � �` �8g?. t � �' Pire Resistance : a� • �5�-0. �% 0 STRUGTURAL DRAWINCsS �j 6aracje to f2esidential wall cunstruction will conform `I $ p _ - - - - - �886. � � � to one-hour rating per h99�-+18�. 7�pdy �Q� �+ ' SI GENERAL NOTES, 5PEG5., DETAILS -� � m Mech. chase wall construction will conform o �' � ' -�. � 52 FOUNDATION / MAIN FLOOR FRAMIN6 PL to one -hour rating per W44-tiB6, �i �Qy o � /�' � !y 53 UPPER LEVEL / ROOF FRAMING PLANS � � � 20, � � :-/ 54 DETAILS � Hetc�ht d Number of StoNes: 23'-8" hlc�he5t polnt j I � � �y��_,p DErK >ti� "v� � Two Storles + basement N� 78°_5.9 �, � _ � . 4' FF = � O � � �893, 3 RIDGE Q � � v� 1 � � J � �'' � � _ ---- � . ( � ' � ' GENERAL NOTES: � a� J I f � �— 2�Y ��E T - - _�_ � _ �884 <, – � - > / f � � � � , � � a : _ ---� ! `�', , � u� � OI Do not scale dr'awings . \ L o 1' � � �p --- ---- / O �,i �\ �R,44 5 O � � 02 Verify all dimensfons, condltions and utility locat�ons on ; - - , 86. � � � the �ob site PNOr to beginning any work or ordering . • / ,8 � ' UTILITY LEGEND ~ � � . \ i �� . . . . . . . _ _ . — — • • \ . any materials. Notify Mchitect of qny conflicts or \ w y .� , , �r discrepancies In the docume�ts immediately. p� / __ --- `,` � Q= ' � � �� 03 Areos of conflicts or discrepancles must be Fully � �!�� _, � � \ �885. 3 resolved with written approval from the Architect beFore S79'21 ' 12"W - 13 . 7ggp ��' S — SEY�R ALL UTILITY LOGATIONS, 7884� � _ �-� � � �' APP —y�— y,�p,7� NO�K-UPS, AND LINES TO construction continues in those areas. � A ROklAfq � METER GLOSET SHALL BE 04 Plpn dimensions are to face of stud ` Q 1 � �� T `r �RA1.�� PARK� �� F \ —�' — �"� FIELD VERIFIED BY �', NG or Face of concrete unless otherwi5e noted. � j _� _� �I �' 13� ACR EDGE pp P�� AREA (LpT 5� � —E — ELEGTRIGITY �NTRAGTOR BEFORE � � SecEion qnd elevation dimensions are to top of 78867� � O� 5 5• 706 ES DRIy��PARK' wED GRq �L � 86, GOMMENGEMENT OF � � concrete, top of plywood, or toP of wall plates � sq. ft. N� AREq �BRg q —7y — GABLE N ��TRl1GTION � or toP oP wall plates or beams unless otherwise 7888 _� �� Eqs�� qNp DRq,N ^" � noted. � NT ACE \ —PH — TELEPHONE � { � OS Provide all necessary blocking in stud walls and p �: ceilings. Locations Include but are not Iimited I to ceiling and wall -mounted fixtures, toilets, w toilet accessories, cabinetr covnterto s, shelves, �� y� p ZONING STATISTICS z closet rods and fake beams . � z w � Ob (2 '8) denotes doors : refer to floor plans for door � ¢ locations. Door Hardware to tae ae�ected by owner. LOT AREA = . 131 AGRES = 5,?O6 S.F. � � � � O�f AOdenotes windows : refer to elevations for window StTE GOVERft6E : � �ocations anci swinq SITE PLAN - EXISTING MAXIMUM A�LLOWED = 1 ,141 S.F. ( 205Yi ) N � Refer to Window Schedule for window t�es. PROPOSED = 1 ,482 S.F. ( 26:K ) APPRO � .,.. " � 08 Goordlnate all electrical and mechanical fixtures to � o� o� � Fit within ceiling, floor and wall spaces. VeriFy w�th 1 " = 1 �'-0" 6RFA (UNDER NEW REGULATIONS) : � � � Architect when diverti from drawin s M � y � "g g ' MAXIMUM ALLOWED = 2,624 S.F. (465K) '� � 4<< 09 In the event that addttional details or guidance is PROP05ED = 2,280 S.F. (40`•K) , � V � � � F needed by the Gontractor For constroctlon of cmy ' C.> �� p � ' aspects of this pro)ect, he shall immediately notiFy the IMPERVIOUS MATERIALS � � °'' . Architect. Fatl�re to give ample notice shall relieve � fi MAXIMUM ALLOWED = 1 ,141 S.F . ( 20:G ) V � '� a � �, Architect of responsibllity. y, , _ y ,,� � - PROPOSED = 1 ,482 S.F . ( 265K ) APPR ��"' �� 10 The 6eneral Gontractor shall be responsible for sat�sfying all c�plicable codes and obtaining all � G ° : permits and requlred approvals. This pro�ect is Bl11LDING HEI6HT MAXIMUM = 33'-D" � "� c� � governed by the Uniform Bulldlnc� Gode, 1991 Edition. \ BUILDIN6 HEI6HT PROPOSED = 28 O � � � f Gode compllance Is mandatory. The Gonstructlon - � � ,.;,, � t Documents shall not permi[ work that does not NOTE: EXISTING I� STORY STWIGTURE TO BE LIFTED NEW WATERPRO�OF DK,K oVER �880. � o � � conform to ai� relevant codes �nclud�ng UBG AND LOGATED IN NEW POSITION OVER A NEW 2-LAR eArtAGE nDDlrioN. � � j � o . o � - and all local and regional codes. GON57RUGTION BASEMENT LEVEL � < � �o � 3' HEIGHT � i II The General Gontractor and S�bcontractors shall Field N81 '25�00"E - 105. 31 � Rp� WAU �, 7g82 �� y� O Q- r .^�, . coordinate and obtain approval from the Architect/ � - � _ ' � Engineer before any cutting, notchincj or drillin9 oF Z p � �� = 5' � ` lJ�� any cast-in-place concrete, steei framing, or ony other � _ � � "� - - �gg2 � GRFA SUMMARY '!. * � stroctural elements which may affect the structural Q �� - �gga _ � vv ,( � � integrity of the building. Z W , �.; 80 'x` ,�1 � -� � � � �� !� �, 12 Substitutiorx, of "Equal" products will be acceptable F i � ` in � LII� OF EXI NG ` 2' � �- � � �' � N � z � 2 6RFA: (OUT5IDE FAGE OF WALL) �"' � Z only with Owner's written approval. Unique specifted � Q RDOF ( � A � ^ ..�. 51PE�l.L� �Q � � , �... items are intended as c�uallty specff�ations only. � � �o `� BI .5 - A 82� � BASEMENT LEVEL: 801 S.F. � � i z Z !+� � �'' i 3 I t i s t h e i n t e n t a n d m e a n i n o f t h e s e d o c u m e n t e t h a t 6 ' �Sb' � MAIN LEVEL: 801 S.F. �. �' _� � N � � 9 '1 8 0 � �•9� � � �� UPPER LEVEL: 6�8 S.F. �' the Gontractor and each Subcontrac[or ovide all ' � , - �, � labor, moter�als, transportation, supplies,equipment, etc., o A 6A __ 23% GRADE �J TOTAL: 2280 S.F. � - �� to ob[ain a complete )ob withtn the recognized o � / �ctsn r�iN �eve. IS BI .O � �� `Y O \ -Y� * 1� standards of the �nduztry. o Exl 7.-�� ra.�. - iaev�-� in' , .� GARAGE: 600 S.F. (EXEMPT FROM GRFf� ` , � m � ABOVE I ro� iev '-2 0' (.s.io9 �A `/ v � L (y�,' 4 i 19i2 28 Fr. HEIGriT) I NOT TO EXGEED: 2624 S.F. � 0.1 �i CRES TAFF. - '16G�'-0• (-a ' p' O � CONTRACTOR NOTES o 5,' 6rgQ.". � I � GARAGE LEVEL \ 1oA��- o �� \ = - � � � f � � T.O.GONG. = VARIE5 _ -„Q�� ^~ ^ � Gonstruction Documents Note: � ag2 -J ' 2' HEi�tr � , � -- � �N�a � " .s ` O � � � These Gonstructlon Documents Includinc� Architectural 5heets AI BouL� r. WIW_ T b ' 2 __ %f \ � APPROVED -� � � � � � a� , to A7 and 5tructural Sheets 51 to 54 have been prepared In � - w� �-� ' � i �\ � � � - � Fv,r�ror� �,',, , -- . Community Deve�opment Departnent � � � p `� � o 0 response to the specific Basic 5ervlces rec�vested by tF�e . � � • Buildin Ssf endl onServiCes "`� �� •�, �A �� w �. 'If�t 8 etY nspectl Owner contemplaHng continued Involvement, selections ond LQT � `� j , u �_ � �`� ' 83 STAIRS 2•� �� ,' • � 5F . 'roR110FV�, � � � ^ declsion making by the General Gontractor mid Owner through \ i�- 4 J � � � �� " Section R tc6. `� �y � „�d � � - � md �y� completfon of constr�ction. These documents Indicate the � in �'c`�=; 41 ' 85 , ��S Intematlone18ul1e9npCodNlrKem�tlondResidentiel � ' sc e of architectural desi conc ts oved the Owner � • � =�— • - • • �� CodeValidiryotpermit ThebwaneeagraMingofapermitshall Q � � � oP 9" eP °PP'� �'! � ___Gi� 2:i St.oP� ' , r., and fnclude dimensions of the bvild , the t e5 of structural � �l � ,�,= _— not be construed to be a permit for, a an approval ot, any violation ot "b y p �9 yP p4 �, _ UTIUTY AND DRAINAGE any oi the provisfons ot this code or of arry other ordinance of the _ _ � �� +� � systems and cm outline of the architectural and structural F�clST. rREE � EASMEN7 Jurisdiction. Permits presurtdnp to give euthority to violate or cancel the b � „� en9ineering elements of construction. These Gonstruct�on — — — — � ��^ — � � � � \ %h�s ; provisionsofthlseodeorotherordineneesofthejurisdietionshallnotbe C p Documents rovide the 5c e of services as outiined in the /� � • a� S79'21 ' 12"W - 135. 44' valid. The issuance of a pertnft based on construction documents and O � ^^ H p � ' 7ggq�J /�� Ex157. STRUGTURE EXIST. TREES 3' HE16F�P'" 3' HEIGHT HEIGHT 3' IfIGHT �s� P 9 Q 9 • ^ A eement for Archftectural 5ervfces and therefore cfo not �T"b`/E�^'�• P� BqA_.DER Y�LL BOUL�DE�WALL BOULDER YvALL BOULDER WALL �' other data shall not revent the buildin official irom re uirin the � .�1 U � � SF�IOWd DASFIED TO BE 66�VED 7890 correction of ercors in the construction documents and other da[a. The �C IIBG955QY'll indicate or describe all materials re ufred Por fV�l � 7 = T = T = l' T O = � O � y a L O 1' / ,_ _ _ . _ , building official is also authorized to prevent occupancy or use of a � � ._, perfomance and completion of the Work. It is the 2 / � structure where in violation ot this code or of any other ordinanCes of � �r f� � understanding of the Architect and Esgineer that the 6eneral L QT � _�_ �- d, this jurisdiction. � ,� �. Gontractor shall furnl5h all Work rec�uired For Proper 7886 �� I� S � \ �ge�4 PLANS EXAMINER: � DATE -; OS � � 0 � completlon of the Work and that the Work shall be oF sound and J � � ApPROVED BY THE � Q --� ,� q.uality constructlon In accordaice wlth Industry stcmdards and �888� �� .� �� '�; ��'JPd OS� VAIL � ' T � THC o '" all manufacturers speciffcatfons, Instruction5, and warranty , � requ�rements. The Gontractor, based on the Poregoing, shall � �k ..�N �! If�G AND - � � prepore For Owner review a reallstic budget w�th a lat�tude oF ., � �r � ", ; , : 1� �_ f�TAL COMMIS$I� r �OAR� Cs. N prlce5 based on assumption5 of scope of Work and Owner �� , �� E" � � . 4 ,� a LIGHTING LEGEND � product selectlons. � on-r _ contractor'S Responsromties: PIAC�Na��: � �Y 1: �;; �„�r: gG � a KIGHLER LIGHTIN6 � 7he Gontractor shall be responslble for field verifymg all � °GONGORD" K-941� V6 I WALL MOUNT (GOLOR: VERDI6RI5) � T� . existincj conditloris, Gonstruction Documents, Structural Documents, z O fowrt-oP�te' zoning codes, pert�nant UB6-�-ce�e ZOOZ � R�- c {-�} REGE55ED GAN � � I rec�uirements, and Speciflcations. JITE PLAN - PROPOSED ��e DIREGTIONAL LIGHT y '�ou.� o� vA��- � The Gontroctor shall be responsible for ail Mechanlcal and � 1 " = 10'-�" � Electrical engineerinc�, desi9n, specification5 rnd drawir�s as required for butidlny permlt and approval by Owner and fi!'GhIt.BGt. . . -. . , . , . . . - - - � � . _ . . - _.- . . . .r.�. .�i i , q. u . . �.. . . � . - • . '. . - ♦ ' M .� � . � . �a.- . �. .-� ��+�r� . �� - - , - - - - - - - - - � _ - . . - , _ .. _ . . _ . . . . . - . _ - � . - . __ .. , . . . . . . . . - . . , _ . . _ . . . . - - . . , _. . - . . . . . . . - � . _ -. . 36'-2° 25'-O" 'n 0 I 'T'-6" 19 '-2 " 9'-6 " aj o y.� M � Q � 1 � , O �t" '��7 � � O � t�' .A. � y t-- \ �., r.n � �' �� . - ; �: W I _ � �,hfC�� C�1'L�rai' °i a I U _,- ��p SELF-GLOSING, TIGHT FI ING, - - - - - - - - - - �" II '-3�� 2�+�i�� 3 �_� ^ 5� b ° m 12'-� " �1° 50LID WOOD, I-HR. R.4TE DOOR. I � � '- — — — �— — � � � — � BE ROOM � " ' m � ' -' �� II O2 GONG � GONG — O �, NEW aa5EP1ENr LEVEL 81 S' i SO' 3 Q fir li - � T.O.FF. = �882'-0" f-427 � �, m r p � � — T� I -HR FIRF RATED A55EMBLY AT I -HR FIRE R.4TED Q � C UNDER-STAIR STORAGE. ASSEMBLY AT . `" 5� � ' �5 GARA6E PARTY � �d � . y fV WALL. O R � O O � N I HR. RATED — �o o� — — — N � I ' C�V ry �� HA� 0 "' FAMILY GARAGE � � — z - ROOM � ' LINEN � � O I '-� l� �! o I _ � _� fl� � � – mv `fl � �,-q „ ��" b'-0�" 3 ' 2 '-5" � �� 24'-4�� g�� a � O O ; � � � � - � TH � � MECH. - - - - - - - - � m �e � � . : , � . . � � � NOTE : MEGHANIGAL I -HR FI RATED OS � . � � C GONTRAGTOR TO VERIFY ASSE Y AT MEGH. � FOOT HEIGHT � • U ALL REQUIREMENTS FOR R��M LLS S WINDO WEL � MOVING EXISTING MEGH. GEILI AS i2EQUIRED. i � EQUIP. FROM EXIST. � Z � LOGATION TO NEW - - - - - - - - - - - - � - - � w J � BASEMENT LOGATION. I ��,_� „ a n1 � 9 '-2�� 26 '-�" 4'-l' 25'-0° � , � � � �� c,r�'`�� ,� 1 FLOOR PLAN — LOWER LEVEL � � Q � : �,,� 1 /4 = 1 -0 N E W G O N S T R U G T t O N � � � � �..-+ °� °r� ,__., � � � o U �V~ _ ,� -f-_i _� .'� � � s..� rz. �.. v .es EXI5TIN6 NEW � � � � GONSTRUGTION GONSTRUGTION -� "� � ; 36'-2 " 25'-O" � ,.:, � � 14'-b�� 4 .-0�� 2�_qo 14'-10��, ° � o s � � � VERIFI' NEW �' x o . .-, , . EXISTING STAIR � � � � m c, .� O o�, . 11 0 �4� �,,r -- O rs: c_3 ; � � - - � i ; � DOWNSPOUTW/ ! - HEATTAPE � * '� �� ; � � � -,– � Q EX TING LOGATION. `�iy — �P,y � I m z � — D 5T0 E ' — — — � v � z N J Qv' eh ��a��0 4 I I . _ . - � _ � z 0 _ BEDROOM , , LIVING - ° N ��' ' #1 EXISTIN6 I , ROOM � ��A� ry �" �c�� !q � � I � � EXISTIN6 V�� 15 S 9 LOGATION. 12 II NEW MAIN LEVEL _L�'ZJ�� 7.O.FF. _ 'I891'-�" t'� � � 05 i3 � EXIST. `�' T�ppp^^ � ry � P05T _ �Y A1 LL71-I]_�L1J� Q . � .~` N - — — DN. — — — — — :� �- ^O � ry O I -HR. 3�-� �� DECK ry � � � o 13 RATED ii Q �, i—+ � U O REDWOOD DEGKING PALATTES �' v GHASE O9 W/ SLOPED BOTTOM RIJNNERS O �..Z� � � REMOVE MEGH. ' � �a KITCHEN 6 7 OVERSLOPIN6 WP. MEMBRANE ^ �A � w GLOSET, �X� DEGK. RE: STRUGT. DW65. 'O � REPLAGE W/ EXISTING KITGHEN TO '� O � � -! GLOSET. O = Z BE DEMOLISHED. SPIRAL O AF " - '„ •'� fl F?Y THE ¢ �' � c.�.. — �— N FINAL KITGHEN DESIGN WATERPROOF DEGK ' - - ` � � "C y O I • ~ srair�case , � , - . tiIL -- - , ;r � +. BEDROOM i� II � m W � I BY OTHERS. �MOVED � SLOPE � ' I FT. — : � : u �iVL7 f� � ^ . � C �� O � i � . O � � #2 EX15TING y II " �� I I O O ( STAIR \ ENVI ( �� . ; � . ��1TAL GOA41v1iSSI0N � �- - _; ;_�f�� ',�"�.•,��0 I Q � — — — --� — ; >> o c � �+�- 0. � O O � � � � DATE: C __ � � -�'r � � OPLANNER: F� .. . . . _ � ,. � --- - - � � w � � a is is �C `o � - c... c„ SPK�<'( DN. `� O „� �� ,;, m FLOOR PLAN LECsEND � � O INDIGATES SMOKE DETEGTOR, GEILIN6 INDIGATES WINDOW LOGATION `~ 5 LOGATION RE: UBG '97 REQUIREMENTS. Oq SEE WINDOW SGHEDULE FOR 51ZE AND DA7A. s..� 10'-1�" q �_2� 5'-8�" Q INDIGATES EXHAUST GEIUNG FAN ,� I LOGATION RE: UBG '97 REQUIREMENTS. INDIGATES DOOR LOGATION � �\ / 006 SEE DOOR SGHEDULE � / V FOR SIZE AND DATA. Z � � OO INDIGATES FLOOR DRAIN LOGATION. � KDIGATES H05E BIB r"' Q I FLO � R PLAN — MAIN LEVEL 2 — — — — — — — — — — INDIGATFS GLOSET -I-HB LOGATION. � � 1 /4�� _ , �-o�� N � 1N � EX I ST . GONSTfi�UGTI ON � - �D AND SHELF � _ . . . _ . _ . _ - � - . . . .. _ . . . . . . - - . _ .. . . . . . . . . . .. _ . . . . . _ . - ,-. . . . . � . _, . . . . , _ , . , . - -'� ._ . .. . . ._ _ . _ . _ : .. _ . _ , _ .. . . . . . . . - - . , . _ . . . _ . _ . cy " j r � i �: - � � - - � __ _ . , .. , . . _ _ ._ . . - _ _. . . , _ . _ .. , _ . _ � _ . . � ' # �ti'' . _ " l.i�i v ii r r _7 � � � NOTE : EXISTINC� ROOF TO REMP� IN . � � W I N D O W S C H E D U L E _ _ � _,_ _ �__ . _ _ _ _� �� _ ,_ �� _ _�._ _ _ _ � = � i r - '., �,.,-t., y-,--� � .� � _� _ _ L ' , _ . . , � � . � � � I I � � IT 'I � _ ' Y" ��.1 _ - Y. � � - � " ._ � - - � , T—�- i I I �� _ '�i i SIZE --} � � _ � � , � - ' { ' � . t � � . � i i , ,� i :j ! i � � - _ - _ . � � - r� __ - . _ . . _' � J MARK Style NOTES ___ ; ��r� �. � _ � � � � � � � _.: r �_ , � �� - �, � , �. , :-�-� - � m '� � �� I� � 1� � � WIDTH HEIGHT , � � - � - � _ ,_ . �_ �� ' � � � � � �� - � � � �� _- �� , � � - - - � � -- �� l �'.� � � � -� �,-� "�,� � � -�i e » i n - -. . . - � • _ . . i I _ , � � i1 . _ . _ . _ . — - — — — . - � 1�r � , , i �._.--..� � — — 1 i i BLE , 5 0 C ASEMENT DOU , ��r � , 1 6 0 _ _ � � - � 2 6 ' - 0 " 4 ' - 0" CASEMENT - DOUBLE - - -�'-�- I , , ' , . � , , � - i i � ^ ' - o ' - " ' - ° CASEMENT - DOUBLE - - , 4 � i � � i ii • ..� 6 � � 3 � � � � • .. 4 2 ' - 0» 2 ' _ 0 " AWNING - - �_- � � � - �- _ , `�.�. � � � > r i � �._ '.-.T- L . 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' ' " - . �. . � . . � . . . _ .. _ . . . .. . "_ ' ' . . ' . . . . - . ... , . . � . � � � -- O � — -- -- _ r.�.+ �"� — — — — _ eC — — — — — _ __ __ '_ -- -- — _— — __ _ _ _ _ _ __ � � — — _. __ v� � v� ►�r S �' W d � � J m -' `- 35 FT. HEI6HT LIMIT LINE. ' �5.�; �f `— `— iin - �, a 1' y- .�. , ' � � F � � . �� r :� ( �` � . O � I A � �� -f� � �� ,-�,� ��- v� ' fi �, 1 � . .. i � �_ � � ` i � , "�� f' f� r/�� `- ; / Q-1�'t�u.. a' � y � � � �-,_,, _ �' �f � , i �F,i�1tn.AT� �eo� � �_ � 4e�S � t _ �,�� Y �' �� p�{�.n� �' �" , � � "�� "� � � �� _ �_T � �",r-,, � � � � ; � '� �`' i�� ; . ROOF GONSTRUGTION: � -` � . - � J� EXISTING ROOF TO REMAIN , �� ° - � �-= . ,� � � � �� .. r� � ', y � J � r - �> { i ' ^ � FASGIA GONSTRUGTION : \ ! � � ;: ' � _�� _ � �� `�, � EXISTING TD REMAIN � �` rC � � `l� , �, - A . '- � J _ �� - � _ �� i _ I 4 '. � � � � � ' ° � ` � MASTER - OFFICE/ ' r � h NEW UPPER PLATE � , -�� , �� _ ., � � ,� ! T.O .PLATE = 7G04 - 4 I /2 0 _��.�� BATH LOFT _ �' t_ , r c� � � w w _ _ Z = SOFFIT GONSTRUGTION: Z - = EXISTING TO REMAIN �-� ',(� J W Q � _ ' � � v � - U - TIMBER WALL GONSTRUGTION: � � EXISTING TO REMAIN � - N M - - � NEW UPPER LEVEL � � � . � - ^, N r-' �,_ �� 1 - �._ X .� _��l .o`,_ V_,i _ � 1' .k_ ,� ,A_i,� Y � , � �� , , < < ;. A ; r i � _ Y � � � T .O .FF . _ �8q9 '- 8 I/2 " .'� d d � - - U a o � � ==; - - . � � ,-�r.� p � - �D �. c � a `� ° II " - - C� r,° � C � =� _ _ � i.-� cs. �, � £9 Y - - _ �, o � U � _ _ _ ; � � c _� � p - _ u� � '.� • s '� - � m - - � =cr � .._. � � = KITGHEN � � cO � � ° � � r _ � � _ '- * °° o _ T- F - _ � ,� o . .--, . = - W STAI RS = = - � � ° . � � o � , , ��;1� � �A-.�--� - = m o A: c.� � = r � - _ - - i- a � � _ � - - - - - - � � o * 1 �'�� - - - - - �' � ~ � � - - - - - - - � - - - - - - _ _ � � NEW MAIN LEVEL � � � z � yv `n �� / � , � - - - - - - - - - - TOFF = 7892 '- O ° z �- .� a� , wJ�i � I Y J, �V Jl_�_Jl_l. _ �..� 1� ,� ._!�-k � � ��._J� l ' � � ' � ti � ,k , . . . _ � �� ' � � _ � .� � , ` T - - - -- - - - - - - - - - - - - - - - - - - � _ - - - - - - � � - - ~ - a �� ' sie° DRYWALL WALLS AND �, � = 2XI0 RIM JOIST W/ 6ALV. MTL. � � � � GEILING (TYP) " { � Q _ � FLASHING TO OVERLAP STONE GAP. � * �\G� = m � �" DRYWALL OVER 2X4 0 - � O O EXISTING GRADE: " " . ' ' _ _ ' 24° O.G. RIRRING W/ 3�" _ _ in 'n STONE VENEER GONSTRUGTION: p � APPROX. LOGATION � 5HOh8� DASHED. RIGID INSULATION BETV�EN O = t� RNER ROGK STONE VENEER W/ ; � ,�>> STUDS (TYP). - in = � SLOPED GUT-STONE GAP. TO BE �---r � [ � = - � INSTALLED W/ I " AIRGAP AND o � � �o ; �- - WEEPI-+OLES ALONG BOTTOM . STONE O � �+ � � FINISH GRADE: ' " � �: � - = TO BE SUPPORTED ON STEEL AN6LE p =_ 0 � _ ^ SLOPE TO DRAIN AWAY � � - (RE : STRUGT. DWGS.) � '�, . FROM BUILDING ; `. ; - FAMILY � -o � � � PERIMETER. WET BAR = _ - NEW EXTERIOR WALL GONSTRUGTION: 'O � p ee = ROOM � -- � — _ _ _ _ � � ,i,A.J_ l 1�,�. � _ ,! . ¢ �j � � ! — ; � R 0 � _ � 2X6 STUD Wf>LL W/ R- 19 BATT � � — — _ — — — — — — — = INSULATION W/ EXTERIOR SFfEATHING '� � y O L.., � — -- — — _ ` = _ '- (RE: STRUGT. DW65). f'LATE 1 � ^� � � � =�, — — — — _ _ _ — — — _ ir � GONNEGTION TO EXISTING RAISED /µ � �-r """ 0 � STRUGllJRE RE: 5T12llGT. DWGS. . O � ^^ E... GRAVEL BAGKFILL —" { 1 — _ � . z .. - . . , . . . . .. . . . . . _ _ _ _ . , . . . . . . . . . . II i � O I ; � O +, � I Q r7 i! � O � ' � i � � � � 1 � � 1 � � W � C� 0 J m f , .� i - - - - - - - - - - - - - .�i �i, � - _ - _ _ - _ _ _ _ _ �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � �I _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ - � - � _ _ _ _ _ .� � ` � .i _ _ - _ _ _ - � _ - � - _ _ � �. _ _ _ - _ - _ - � Fi1 1 i � � � �� , . ��^.l..J�./•J �A ^ �J,J�/._. .` _ _' _ _ _.M � � " l � " ��J��A��y��'V��`��;\��l�l`�,��1��.%"�_N��A�M�Iv'��/\�A`JI��A��/.�1.�/��A�y�J`.��A��.JJ.�I.J � �y � ,�Y, '\/�� 4'� � . , _ .. . ,. . . _ _ . . . , _ _ ; . . . , . _ . .. _ _ .. . . . ; . .. � � - . . . ' . _ _ _ . . . . . _. . ..Y . _ _ - U i i :� � : - w - Z NEW UPPER PLATE � Y - -- -- - - - - - _ _ z -- T.O.PLATE = 1904'-4 I/2" - - W ' a _ � _ 7 > � U � � � _-- � V 7 nl ��'f � BEDROOM �� T � � � � `� r�w u�rz �� ,ti - -- - _ _- -- - - - - - - - - - - -- - - -- _ _ _ _. _ � d o ,° - -- - — -- -- — _ ._— — . - - -- - T.O.FF. _ �bG9 '- B I/2" d � i � i � � � � � � , � � � i _: , � � � � � � � � � �� : • � � � � � � i — — - - — � . o - _ � � . - Ftn�L�NG co�15TFdKnoN hwl ��f� vu s� 8o�rr�o�r-1 �w�R5 � •.a° e��a � � � 'I _ . I . - 2X4 SIOPED 70P WER ir A. c.z. G.� �a . - (7J ZX4 TOP RAILS SAImWIGFfING OVBt SLOPING W.P. F�RANE V "� DEGIC. RE: STRUGT. DW65. � �,� IX4 St.ATS MV 3l/8' OPENINGS. �-� � � _ . . (?� 2X4 BOTTOM RAILS. � ��-+ • - • . VIATERPR.00F DFi.K � � - r{ - I I �`� \, SLOPE }' / FT. � � � . I F ,. -; . 4'-0' � —y ._. J � i o � � � = BEDROOM LIVING ROOM / KITCHEN - � � � � C� �e � - ^ o � r � � _ K ' � .'�_Xy _ _�il. _ _ _ = .� O euo �� i^ O c.� c� �I � � - NEYV MAIN LEVEL - , . � „ � , � , � , , . , , , , ��1�� , � , , , ,- .�T� , :' . 1 � � � , , � , �- , - - - - � � - -� - _ _ - � -- - - '� - . T.O.FF. = 1892'- O - _ _ — � r � a ? � � _ „ A , ) �( � � y � iV Y V� i � „� fV � V � `�J�`,.• x Y � t �. . Cll( V -- t � YIiYi �1 . YYIVYV � : .. � � . � � � � i � il � i � , .�TTli� ii ! - - - - -- - - - -- � y _ .-- . .. - - - - � � — — - � . . . - - - - --- - — � - - -- — — � — _ - � K X�x;x �- x � �y �� r 4 �� .�� , ��1 X x � �� X- � X X ir,M �, � �r,F x � � Y � x x x �� r, � M � , � , � �� x �X n� ;x r r x � X� � �� . � N �"� � BEDROOM - � FAMILY ROOM - � X_;t.x�� X�.�k �;�,� � � , � � _�1�C�xxx,�kx!uCX_A � � �� _'� �_�_k��. , �._ , � �� ; � � � ��!� �..�_t�_��:k_�:y x � � A � � � � �� n� � Z � .� - – � �ocnnora. � �+�f o p '= -- - �` . _ �R�4�df�� N � . � \ � � ' \ � � \ �S P'�R 1 Rc.. (t�i3 �' i� 1.�G�`, _ 3� �� \\ ��\�;n �� LE �%RA�r-O ��R 4 - � h� P � = �\''�� I = 2-CAR GARAGE ' " �T s `°n� � o _ _ o c� � � � � , � , s � - - - ' � _ - . � ,� � 7 � - - ;,, < � 7 : _ � : :; , x ; � ,:: , . ; �� . .. .,, � - O — _ _ — _ — _ CQ �y � � . -, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � O � ^ ' — — — — — — — — — — — — — — — — — — — — _ NEW BASEMERT-L�/EL ,� — — — ii, _T — — -— — — �. �T� _ . - - -- � x � � - - - - - . �'f� i , 'C7 � � , e - - _ _ T.O.F�. _ �882'-0" , : , . _ , _. JG `. — , 6PE GoNC. SLAB ' / " � , . . , . � � AN �:! Q ° > , - -- ;,�t"COh'i�;:-- -� � , ..d `�.r � �-- _ o '� � '� c � � � p , _.. __ . � o � ^^ E°-, .. �.. ^� o � '� � > � o � ,� � � � � �., � t. a � Q '� -� � o `' � � � � �� a� �; r�� N � �� _ . .,� - . . - � � �,� � I ` � � � _ BUILDING SECTION � Q � 1 „ _ , „ .� � 3/8 - 1 -0 � _ � �• - - - _ - DESIGN CRITERIA• 2714 LARKSPUR LANE JOB #0405-08 0. All lumber used in construction shall have a maximum moisture content or ie�. 2003 IBC FASTENING SCHEDULE � TABLE 2304. 9 . 1 ) ABBREVIATION LIST p. Framing Notes: Roof Live Load (Snow) - - - - - - - - - - - -- - - - - - - - - - - -- - - -80 psf 1 . Exterior wotls: ��"-" ' - Roof Deod Load - - - - - - - - - - - - - - -- - - - ---- - - - - - - - - - - � 5 psf A. All exterior walls ore 2x6 studs � 16" o. c. to o maximum height of 12'- 6", 2x6 CONNECTION FASTENING °� m LOCATION � � Floor Live Load - - - - - - - - - - - - - - - -- --- - -- - - - - - - - - - - - - 40 psf studs � 12" o. c. to a maximum height of 14'- 6", and (2)- 2x6 studs � 16" to a A.B. ANCHOR BOLT JST. JOIST V��g�,aL� �„ � Floor Deod Load - - --- - - - - - - - - - - - - - - - -- - - - - - - - - - � 5 psf maximum height of 17'- 4" unless otherwise noted. WaUs taller thon 17'- 4" shall �. ,�;st to siu or girder 3 - Bd common toeoaci A.F. F. ABOVE FtNISHED FLOOR LAM. LAMINATED }� :�r� f�� "� Deck Live Load -- - - - - - - - - - - - - - - - -- - -- - - - - - - - - � 00 psf be framed with manufactured parallam studs, contoct engineer for spacing 3 - 3' x 0.73t ' naii A.F. G. ABOVE FINISHED GRADE LLV �ONG LEG VERTICAL ; Deck Dead Load - - - - - - - - - - - - - - - - - - - - - - ------ --- 10 psf requirements, if not indicated on plon. Cap with a double top plate installed to 3 - 3' t4 gaqe stapie I� T' ' ? -- 90 m h Ex B rovide overla m at corners and at intersections with other artitions. if overla ADJ. ADJUSTABLE LONGIT. LONGITUDINAL �:� °, �nd (3 Second Gust) - - - - - - - - - - - - - - - - - - - - - - - - - - -- P � P• ) p PP� 9 P P 2. eridg�ng to joist 2 - 8d common toenaii eocn ene ANCH . ANCHOR LTWT. LIGHTWEIGHT `:- F�^, Seismic Design Category - - - - - - - - - - - - - - - - - - -- - - - - - - - EXEMPT is not possible, strap top plates with metal strap ties (Simpson ST292 or 2 - 3' x o.t3i " nail �� APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER �� '.�M�� IBC/IRC Edition ----- - - - - - - - - - - - - ---- -- - - - - - - - - --- 2003 equivalent). 2 - 3' i4 gage stapie �, ', ✓ ' B. Goble- end wal�s shall be balloon - framed to the bottom of rafters or end-wall ARCH . ARCHITECT LSL LAMINATED STRAND RIM MATERIAL � �; ' � � Et+�'�. 3. 1 " x 6' subfloor or less to each joist 2 - 8d common foce nail BD . BOARD MAX. MAXIMUM '� FOUNDATION DESIGN: trusses uniess approved by engineer. ' o. Design of individual and continuous footings is based on an ossumed moximum allowable bearing �. Floor or roof framing members must be aligned to beor within 5 inches of the 4� '�'�eer than i ' x 6' subfloor to each jo�st 3 - ed common face naii BLDG. BUILDING MECH . MECHANICAL pressure of 2000 psf (dead load plus full live load). studs beneath. 5. 2" subnoor to jo�st or girder 2 - 16d c«nmon blind ar,d race naii BLKG. BIOCKING MAT'L MATERIAL b. Foundotion and retaining walls have been designed using an ossumed lateral pressure of 55 D. Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 24/16, exposure 1 , 6. Sae plote to joist or biocking � sd at 16' o.c. typica� tace naii BM . BEAM MANUF. MANUFACTURER pcf. at exterior face of exterior walls. Block all horizontal joints and nail panels with 8d 3' x o.i3t ' nail at 8' o.c. BOT. BOTTOM MIN. M�NIMUM c. Footings shall be placed on the natural undisturbed soil, or compacted structurol fill per the nails spaced ot 6" along panel edges and ot 12" along intermediate supports. 3' ta goge stapte at t2' o.c. B.O. W. BOTTOM OF WALL (N) NEW recommendations of the geotechnical engineer, below frost depth . E. Provide 3 - 2x10 headers over all door and window o enin s, with one 2x6 trimmer Soie iate to �st or blockin at braced BRG. BEARING NOM . NOMINAL � � � d. Provide continuous foundation drains around the perimeter of alI basement walls and at the � � P 9 P fO 9 braced wau panels and one 2x6 kin stud each end, unless otherwise indicated. 3 - tsd per 16" base of retainin walls. Contact eotechnical en ineer for details. wan pane� CANT. CANTiLEVER O. C. ON CENTER ,�' � cv 9 (4)-3� z 0.131 � noil per 16� 9 9 9 F. At beam bearing locations in stud walls, provide multiple- stud posts equal to width (a)-3' 7a gage stop�e per t6' C. J. CONTROL JOINT OPNG. OPENING � Z � � � e. A geotechnical engineer shall verify soils conditions and types during excavation . Because of bearing member unless noted otherwise. 9eotechnical informotion was not available at the time of preparation of the construction 2. Interior Load Bearin Waiis: 7. Top p�ate to stud 2 - t6d common end naii CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAN � Q O � � 9 3 - 3" x 0.73� ' nail CEM. CEMENT f'� PLATE documents, we have used assumed values bosed on similor sites in the oreo. Construction of A. Interior lood bearing wolls are 2x4 or 2x6 studs (os indicated on plan) � 16" o.c. a - 3' � a goge stapie CLG. CEILING PLYWD . PLYWOOD Z � � U � � the foundotion may not proceed without verifying these values. Report any discrepancies from with 1 2" sum wallboard both sides unless noted otherwise. Ca with a double CENTERLINE R. O. ROUGH OPENING � o Z o � � design assumptions to structural engineer for re- evaluation of foundation design. � 9YP P 8. Stue to sole oiate a - ed common toenaii � f. Backfill around and above structural buttresses and retaininq walls shall be compaction- tested top plote installed to provide overlapping at corners ond at intersections with other a - 3• x o.t3t' noi� CLR. C�EARANCE RAD. RADIUS � N W ^^ per the recommendations of the geotechnical engineer. partitions. If overlap is not possible, strap top piates with metal strap ties 3 - 3" t4 gage staple COL. COLUMN REF. REFERENCE Z Q' � � r� x g. Do not backfill against retaining walls until supporting elements are in place and securely (Simpson ST292 or equivalent). CONC. CONCRETE REINF. REINFORCE/REINFORCEMENT Q .� o � o � onchored, or adequote shoring is installed. Concurrent backfilling of eoch side of a retaining B. Floor or roof framing members must be aligned to bear within 5 inches of the 2 - 16d c«nmon end naii CONN. CONNECTION REQ'D REQUIRED � u� 00 J "" woll to final grades as indicated on plan or section is required unless temporary shoring is studs beneath . 3 - 3' x o.t3i " naii CONT. CONTINUOUS RET. RETAINING � installed. C. Provide ( 2)- 2x10 headers over all openings in wall, with one 2x4 or 2x6 trimmer 3 - 3" ia qaqe stapie CONST. CONSTRUCTION REV. REVISION � � h . Verify type of fill with soils engineer and structuro� engineer prior to backfilling. and one 2x4 or 2x6 king stud each end, unless noted otherwise. s. Doubie Studs tsd at 2a" o.c. foce naii C. P . CRIPPLE POST R.S. ROUGH SAWN Z � D. At beam bearing locations in stud wolls, provide multiple-stud posts equol to width 3' x 0.731 ' nail at 8' o.c. DBL. DOUBLE SCHED. SCHEDULE � � N op p� � REINFORCED CONCRETE: of bearing member unless noted otherwise. 3" � 4 gage stap�e at 8' o.c. DET. DETAIL SECT. SECTION U n 'n ''� � 3. Floor Construction: 10. Double top plates 16d at 16' o.c. typical face noil p � � � � DIAG. DIAGONAL SHT. SHEET � � a � i i a. Concrete design is bosed on the "Building Code Requirements for Reinforced Conerete" (ACI A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, 3' x 0.� 3i ' nail ot � 2" o.c. DWL. DOWEI SIM. SIMILAR 3 °' °' 318) as adopted by Chapter 19 of the 2003 IBC. exposure 1 . Glue and nail panels to all supports with 8d noils spaced at 6" along 3' ta goge staple at t2' o.c. +� x o � � b. Structural concrete shall hove a minimum 28-doy compressive strength of 3000 psi. panel edges and at 12" olong intermediate supports. Install sheathing with long DWG. DRAWING S. I . P. STRUCTURAL INSULATED PANEL /� � o c� �' °' c. Concrete sholl be proportioned using Type I-II sulfote-resistant cement. Admixtures containing dimension perpendicular to joists and end joints staggered. Doubie top viates 8 - i6d c«nmon lap spiice EA. EACH SPEC. SPECIFICAl10N �i 3 m �'� chloride solts shall not be used. B. Provide solid blocking between floor joists at all bearing locations. Blocking material t2 - 3' x 0.731" nail E.J. EXPANSION JOINT SQ. SQUARE Y � a > �� d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of shall motch the floor joist material . i2 - 3" � a gaqe stopie typicai foce naii ELEV. ELEVATION STD . STANDARD C o n c r e t e P r a c t i c e. 4. R o o f C o n s t r u c t i o n: 7t . Bioctin g between ptst or raners 3 - se common tomaa ENG. ENGINEER STL. STEEL e. Anchor bolts for beam and column bearing plotes shal� be placed with setting tempiates. A. Provide 5/8" thick APA piywood sheathing rated 40/20, exposure 1 . Install to top plate 3 - 3' x o.� 3i ' naii E Q U I P. E Q U I P M E N T S T R U C T. S T R U C T U R A L f. Expansion bolts shall be located at a minimum of 6 bolt diometers from concrete edge and sheathing with long dimension perpendicular to rafters or trusses and end joints 3 - 3' 14 gage stapie EQUIV. EQUIVALENT T TRIMMER spaced at 10 bolt diameters unless noted otherwise. stoggered. Nail with 8d nails spaced at 6" along panel edges and ot 12" along � 2. aim jo�st to top p�ate 8d ot 6' (t52mm) o.c. tomaii EXSTG. EXISTING T&B TOP & BOTTOM g. Anchor bolts for wood siil plates shall be placed at 4'- 0" maximum spacing with one anchor intermediate supports. 3' x o.t3t ' naii ot s' o.c. (E) EXISTING T&G TONGUE & GROOVE bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. B. Plywood sheathing sholl be applied continuously over the primary roof inembers 3° t4 gage stopte at 6' o.c. EXP . EXPANSION T. O. C. TOP OF CONCRETE h . Concrete floor slobs on grode and on metal decking or plywood supported by framing shall (rafters or trusses) below overframed areas to provide odequate lateral StUbility. 13. Top plates, laps ond intersections 2 - i6d common tace noii EXT. EXTERIOR T. O. F. TOP OF FOOTING � have sawn ar tooled control joints at o maximum spacing of 15'-0" in each direction. C. Provide wind seismic anchors at su orts for all roof oists and trussed rafters. 3 - 3' x o.� Jt ' naii F.D. FLOOR DRAIN T. O.L. TOP OF LEDGE � / PP 1 3 - 3" 14 goge staple FDTN. FOUNDATION T.O. M. TOP OF MASONRY • � Locote control joints along column grid lines where possible and provide slab isolation joints See nailing schedule. 14. Continuous header, two ieces i6d common 16� o.c. alon ed e around columns. D. Provide solid blocking between roof rafters, trusses and lookouts at all bearinq P 9 9 FLR. FLOOR T.O. TOP OF � i. Concrete coverage for reinforcing steel: locations. Blocking material shall match rafter, truss chord, or lookout material. ts. Ceiiing joists to piate 3 - ed common toenoii FRMG. FRAMING T.O. W. TOP OF WALL � 1 . Concrete cast against and permanently exposed to earth = 3" 5. �nd Bracing: 5 - 3" x o.i3t ' na�i FTG. FOOTING TFfRU THROUGH 2. Concrete exposed to earth or weother: A. Walls over 4 feet lon which are sheathed with sum wallboard on both faces and 5 - 3' �a gage staple ' ^'� g 9yp GA. GAUGE TRANSV. TRANSVERSE #5 bar and smaller = 1 1 /2" �/6 through #18 bar = 2" are indicoted as shear walls on plon have been designed to resist wind forces in is. ca,tt�ua,s header to stua a - ad common toena�t GALV. GALVANIZED TS TUBE STEEL COLUMN � � � 3. Concrete not exposed to weother or in contact with ground: accordance with Table 2306. 4. 5 of the 2003 IBC. 3 - t6d common minimum, Tabie 23oa.to.a.t face nait GEN. GENERRL TYP . TYPICAL � � Slobs, wolls, ists = 3 4" Beams, columns = 1 1 2" B. At sheor walls, screw 1 2' sum wollboord to all studs and to to and bottom �� Ceiting jotsts, tops over partions a - 3" x o.i3i " nail jo / / / � 9YP P (s�e s�ti«, 23oa.to.a. t , tabie 23oa.io.a.t ) G.L. GLUE- LAM U. N .O. UNLESS NOTED OTHERWISE � � C� plates with #8 x 1 1 /8" drywall screws at 7" maximum spocing. a - 3' ta gage stapie REINFORCING STEEL: C. Exterior plywood or OSB wall sheathing is required unless specifically deleted by 3 - ted c«nmon minimum, 7abie 23oa.io.a.i face no�i GW. GYPSUM /GYPCRETE VERT. VERTICAL � �r engineer. te. Cei�inq joists to poralle� rafters HDR. HEADER V. I . F. VERIFY IN FIELD (See Section 2308.70.4.1 . Table 2308.10.4.1 4 - 3" x 0.131� noil a. Detailing, fabrication ond plocement of reinforcing steel shall be in accordance with the ACI � a - 3' i4 goge stapie HORIZ. HORIZONTAL W.F. WIDE FLANGE r--I Monual of Concrete Practice. LOOSE LINTELS: 3 - 8d comma, toenan HT. HEIGHT W.P. WATERPROOF � � � b. Except where otherwise noted on the drawin s, reinforcin bars shali conform to ASTM 19. Rafter to piate 3 - 3' x o.t3i " nail INT. INTERiOR W. W. F. WELDED WIRE FABRIC ""� S ecification A615 and shall be rade 60 exee t ties, field bent bars where ermitted b note (See Section 23oe.io.t , rab�e 23o8.io.i) 3 - 3" t4 gage stapie INV. INVERTED N/D. WOOD � p 9 P P Y a. Unless noted otherwise, provide loose lintels as follows, one angle for each 4" of wall +� on plan , or bars to be welded, which shall be grade 40. thickness, to bear 6" minimum each end: 2 - Se comma, face na�i K KING STUO V'1/ WI 'TH c. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless 20. t' diagona� brace to each stud and p�ate 2 _ 3" x o.t3i " naii W/0 WITHOUT � � specifically approved by engineer. __ _ _ __ _ _ _ ____ _ _ _ 2 - 3' ta gage stapie � d. At corners, make horizontal bars continuous or provide corner bars. Around openings and Openings to 4'- 0" - 3 1 /2" x 3 1 /2" x t /4" � � Openin9S 4�- 1 " l0 6�-On - - - - -- - - - - - - - 4" x 3 1 �2� x 1 �4" 21 . 1 ' x 8' sheathing to each bearing woll 2 - 8d common face nail � steps in concrete, provide (2)- #5 bars extendinq 2'-6" beyond edge of opening or step. 22, vrdx than i ' x e' sheathing to 3 - sd comma, face noii � � � Openings 6'- 1 " to S'- 0" - - - - - - - - --- - - 5" x 3 1 f2" x 1 /4" 9 ALL LUMBER CONNECTORS IN DIRECT � � e. Extend reinforcing steel a minimum of 2�-6" through cold joints. Unless specifically locoted _ _ _ _ _ _ _ _ ___ each bearin wofi on plan or details, coordinate cold joint locotions with engineer. Openings 8'- 1 " to 10'- 0" - 6" x 3 1 /2" x 5/16" 23. Bui�t-up �omx stues 16d common 24' o.c. CONTACT WITH PRESSURE- TREATED � � � f. Welded wire fabric shall conform to ASTM Specification A-185. Lap welded wire fabric a 3' x o.i3i" nou 16" o.c. LUMBER SHALL HAVE A SIMPSON ZMAX � � minimum of one full mesh plus two inches. Laps shall be wired together. Orient lintel angles back-to-bock with long legs vertica�. .3' 14 gage staple 76" o.a FINISH Oft EQUIVALENT g. Metric bar size cOnvC�siOn table: STRUCTURAL STEEL 24. Built-up girder and beams 20d c«nmon at 32� o.c. face nail at top and � � � METRIC (/10 �13 #16 #19 #22 #25 #29 #32 #36 3' x 0.131 " nail ot 24" o.c. bott«n staggered on CONNECTION SCHEDULE 3" 14 gage staple ot 24' o.c. opPosite sides � � U_S. #3 #4 #5 /fs #� #$ #9 �1� � #� � a• Structurat steel shali be detailed, fobricated ond erected in accordonce with the most current QA SIMPSON A35 ~ �Q editions of AISC Specifications and Code of Standard Practice. y _ ppd �«nrt,«, foce naii at mds ond at (� b. Structurol steel W shopes sholl be ASTM A992. Other rolled shopes, including plates ond 3 - 3' . o.i3i ' r,aa eacn spitce QB SIMPSON ITT2. 1 /11 . 88 � � angles shall be ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall be ASTM 3 - 3' ta qage stapie w STRUCTURAL WOOD FRAMING: A53 grade B or ASTM A501 . CQ SIMPSON LUS26 � c. Tube shapes ore actual size as specified on plan. Pipe sizes indicated on plan are nominal Z5. Z� p�°^kg isd common at eacn bearinq x ^ a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir- Larch (approximate inside diameter) and refer to AISC pipe schedule dimensions. 26. Cdiar tie to raRer 3 - iod common face naii QD SIMPSON ABA66 w/ (1 )- 5/8"0 x 4" EXP. ANCH . //2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas d. All bolts used in steel framing sha(I conform to ASiM Specification A325. Anchor boits and a - 3' x 0.131' nail � O � Fir- Larch �/2. bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4" diameter 4 - 3' 14 goge staple face non (� 27. Jock rafter to hip 3 - 70d common tomail � � b. Studs shall be Stud grade and better pouglas Fir- Larch or Hem Fir. unless noted otherwise. a - 3" x 0.13i ' no� � c. Built- up posts shoif consist of Douglos Fir- Lorch or Hem Fir //2 or better 2x4 or 2x6 studs e. Bolts used in structural steel framing shall be the break-oft, torque indicoting type, or torque a - 3" ta gage stapie per plan and shall be nailed together with 2 rows of 16d nails � 6" on center along eoch inspection shal� be provided as required by the building inspector. 4-� stud. f. Typical framed beam connections shall consist of pairs of 1 /4" angles usinq the maximum d. Built- u beams consistin of multi le 2x members shall be nailed to ether with two rows of 2 - 16d common face nail � � p g p 9 number of bolts called for in Table II- A of the AISC Manual (ASD Ninth Edition). 3 - 3' x 0.� 37 ' nail 16d nails spaced at 12" on center, or with two rows of 1 /2" diameter thru- bolts spaced at g. Exponsion bolts shall be wedge type "Hilti" or "Rawl " or "Simpson", or approved equivalent 3 - 3' ta gage stapie SEE FRAMING PLANS � � � 24" on center. with the following minimum embedments: 28. Roof rafter 10 2-by ridqe beam 2 - t6d common toenan FOR HEADER SIZE e. Top ond bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and better. Plates placed 1 /2" diameter - - - - 2 1 /2" 3 - 3' x o.t3t ' naii � � directly on concrete walls or slabs shall be pressure-treated Hem Fir #2• 5/8" diameter ---- 3" 3 - 3' ta goge stapie a O f. Wood beams bearing in beom pockets in concrete or masonry walls shail bear on a treated 3/4" diameter -- -- 4" PROVIDE A MINIMUM - � 2x6 bearing block. Provide �" clearance around end of wood beam. Block against sides of h. Epoxy anchors called for on the drawings shall be "Epcon" or "Rawl" or "Simpson" or 2 - i6d c«nmm face noil OF ONE KING STUD, � � beam pocket with treated 2x biocking to provide loteral support for beom. opproved equivolent onchor systems. Minimum embedments, if not specificaily indicoted on 3 - 3' x o.t3t' noa g. Within Floor joist spaces beneath solid or built- up columns noted on plans, blocking of area the drawings, shall be according to the monufacturer's specifications. 3 - 3' � a gage staple OR AS SPECIFIED ON equivalent to column above shall be provided. Door or window trimmers consisting of o single i. All welding shall be done by an AWS qualified welder. 29. .ioist to band 'pist 3 - 76d comm«, face naii PLAN stud do not require special blocking in the joist space. 5 - 3' x O.t3i ' naa POSTS SPECIFIED ON PLAN � h . Except as noted otherwise, minimum nailing shall be provided as specified in the "Nailing j Delay painting within 3" of field welds until welds are completed. $.a k. Where corrosive soil conditions exist, steel angles that are used to support exterior stone 5 - 3' � 4 qage staoie INDICATE TRIMMERS ONLY AND Schedule" on the drowings ( 2003 IBC Table 2304.9. 1 ). veneer shall be galvonized and shall be attached to the foundotion with galvonized or 30. Ledger st�p 3 - 16d common face nail DO NOT INCLUDE KING STUDS � i. Bolts used for wood framing connections sholl be installed with stondard woshers and nuts. stainless stee� exponsion anchors. a - 3' x O.t3t' naa (]� Unless noted otherwise, steel connectors such as those manufactured by the Simpson a - 3' t4 gage stapie j• I . All grout beneath column base plates and steel beams at bearing shall be non -shrink, non- TYPICAL WINDOW/DOOR HEADER Company shall be used to join rafters, joists or beams to other beams at flush - framed metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. 3t. wood structurai pane�s and porttcleboard:° � /2' and iess ed`� (per KRM)° conditions. Use all specified naiis. Connector conditions not otherwise noted shall utilize type SubBoor, roof and wall sheathing 2 3/8" x 0.131 " noil ^ U or type HU hangers of a size specifically designed for 2he member supported, os shown in �FNFRAI REQUIREMENTS: (to framing): i 3fa" x � 6 gage° the manufacturer's published tables. Contact structural engineer for details os required. - � 9/32' to 3/4' 8d (per KRM)a k. Wood nailer plates installed on steel beams or concrete walls for top - flange hangers shall be 2 3/8' x 0.137 ' nal° ripped to match the width of the wall or beom flange. Nailer plates supporting top flange a• Structural erection and bracing: The structural drawings illustrate the completed structure 2' t6 gageo designed by JAH han ers from one side onl shall be installed Flush with the face of wall or beam flonge at with all elements in their finol positions, properly supported and braced. The contractor, in 7/8" to i " ed` 9 Y the ro er se uence, shall rovide shorin and bracin as ma be re uired durin construction drawn b STR the hanger locations. P P q P 9 9 Y 9 9 7 1/e' to t t /a' tOd° or ed• Y I . Manufactured joists shall be from an approved manufacturer and shall be equivalent in load to achieve the final completed structure. Contact structural engineer for consultation (not in Single Floor (combination subfloor- 3/4" and iess Sda (per KRM)° 1 SCALE: 1 4" = 1 � - O" checked by carrying capacity and deflection criteria to BCi 450 or 500 series joists in the depths and contract) as required. underiayment to traming): �/8' to i ' Sd spacings indicoted on plon . Provide blocking, bracing, web stiffeners and other accessories os b. Shop drawings: Submit shop and erection drowings tor structural steel , miscelloneous steei, t i /e" to t t /4' tOd° or ed° S1 required by the manufacturer. steel joists and girders, steel deck, masonry reinforcing steel, wood trusses, monufactured 32. Pane� siding (to froming) � /2' or less 6e' ISSU2d m. Prefabricated trusses shall be designed by a Colorado registered engineer to support the full wood joists ond glue-�am beams to engineer for review prior to fobrication. This review is for 5�8.. g�f dead and live loads of the roof, ceiling, and any other superimposed loads. The fabricator general compliance with the intent of the structural design . The architect andjor contractor q � PRICING �3 /11 /05 shall determine web arrangement and member forces. Load duration factor for snow Ioads is ore responsible for checking quantities, dimensions and coordination with other l�OdeS. 33. Fiberboard sheathing: 1 /2� No. 11 goge roonng nail 6d ��m«, �a+� PERMIT 03 /30 /05 1 .0. Calculations and shop drawings shall be submitted to the architect/engineer for review c. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, i framin foundation ond an hin else that ma affect the work shown on the drawin s. No. �6 goge stopie prior to fabrication. The truss manufacturer shall specify all truss- to- truss connections. 9� � 9 y 9 25/32� No. 11 gage roonng nati" Temporary and permanent lateral bracing of trusses shall be installed as required by the truss Underpinning, shoring and bracing of existing structures shall be the responsibility of the 8d common noii manufacturer. contractor. No. i6 gage stapie' d. Dimensions: Check all dimensions against architectural drawings prior to construction. Do 3a. intertor aneling t /a' � ' n . Laminated veneer lumber ( LVL) sholl have the fo4lowing minimum properties: P 1 . Flexural stress - - - -- - - - - - - - - - - - - - - - - - - - - - ---- - - -- 2600 psi not scale drawings. 3/8" sd ` 2. Modulus of elasticity - - - - - - - - - - - - - - - - - - - - - - -- - - -- - 1 ,900,000 psi e. Construction practices: General contractor is responsible for means, methods, techniques, 3. Tension orallel to rain 1850 psi sequences and procedures for construction of this project. Notify structural engineer of NoTES To TABLE 2304.9.1 P 9 omissions or conflicts between the working drawings and existinq conditions. Coordinate For SL• � inch � 25.4mm. 2 3f8" x o.tt3" notls and 3' x o.t3� " noiis are staneard 8d ond tod Gun r,aiis. 4. Compression parallel to grain - -- - - - - - - --- - -- - - - - - -- - ---- 2310 psi requirements for mechanical/electrical /plumbing penetrations through structural elements with 5. Compression perpendiculor to grain (parallel to glue line) - - - - - - - - - - 750 psi . . a. Common or boz nafls ure permitted to be used e.cept where otherwise stated. - - - - - - - -- - - - - -- - - --- - - -- - - - - - 285 si structural engineer. Jobsite safety is the sole responsibility of the contractor. All m¢thods b. Noits spaced at 6 inches on center at edges, 12 inches ot intermediate suDDorts except 6 incnes at supports where 6. Horizontal shear - - - - - - P used for construction shall be in acco�dance with the latest editions of the IBC�IRC. spans are 48 inches or more. For nai�ing of wood structurol ponel and porticleboard diaphragms and shear walls, 7. Connection of muitiple-member beams: A. Top- loaded beams f. Details not specifically shown on the drawings shall be constructed in a manner similar to the rerer to Section 2305. Nails tor wo�� sneathing ore permitted to be comma,, box or casing. details that are shown for like conditions. These items shall be brought to the attention of c. Common or deformed shonk. i) For members 12" deep or less, nail each member to the next with 2 rows of d. Common 16d nails at 12" o. c. the structural engineer as soon as possible for approval . Approval shall be obtained prior to e. Deformed shank. S ee ii For members reater than 12" dee nail eoch member to the next with 3 instailation. f. Corrosion-reststant stdtng or casing nait. ) 9 P. g. It is the responsibility of the contractor to contact the structural engineer ot the appropriate g, Fasteners spaced 3 inches a, center at exterior edges ond 6 inches on center at tntermedtate supports. rows of 16d nails at 12� o.c. time to perform site observotions visits. Observotion visits to the jobsite by the engineer ore h. Corrosion-resistont roofing noits with 7/76-inch diameter �ead and 1 1 /2 inch Imgth for 1 /2-inch sheathing and B. Side- loaded beams for determination of general conformance with the construction documents ond shall not be 1 3/a tnch ienqth for 25/32-incn sheathing. i� For two or three member beams, noil each member to the next with 3 rows of construed as inspecfion . i. Comosion-resistont stapies with nominoi 7/t6-inch crown ond 7 iJ8 inch length for 1/2-inch sheothing and 7 1J2 inch �AI 16d nails at 12" o. c. h . Thou h ever effort is made to rovide a com lete and clear set of construction documents, Imgth for 25/32-inch sheathinq. Ponel supports at 16 inches (20 inches Ii strength oxis is the long direction of � 111 9 y P P the ponel, �nless otherwise marked). � Jl ii) For four member beams, bolt through with 2 rows of 1 /2" diometer bolts at discrepancies or omissions moy occur. Release of these drawings anticipates cooperation and j. Casing or fintsh naas spaced 6 inches on pand edges, t2 �nches at intermediata supports. 12" o.c. continued communication between the contractor, architect and engineer to provide the best k. Ponet suvaats as 2a incnes. Cosmg or finish naiis spoced 6 inenes on pane� edges, t2 inenes at intertnediate suppwts. � iii) For members consisting of more than four members, contact structural possib�e structure. These drawings have been prepared for the use of a qualified contractor i. For roof sheatning appiications, ed na7s are the mtnimum required fw wood stn,cturoi pands experienced in the construction techniques and systems depicted. m. 5tapies snon nave o minimum crown widtn of 7/16 incn. engineer. n. For roof sheathing opplications, fasteners spoced at 4 inches on cmter ot edges, 8 inches ot intermediate wpports. o. Fosteners spaced 4 inches on center at edges. B inches ot intertnediate wpports for subfloor ond wall sheathing and 3 inches on center ot edges, 6 inches ot intermediate supports fw roof sheothing. I p. Fasteners spaced 4 inches on center at edges, 8 inches at inte+mediote supports. �JOB #0405 - 08 - q. Items noted as "per KRM' hove been chonged from the IBC schedule to a more restrictive requirement. �� _ � . - -- T , �j ,�' . . �t t,Q'��• R� �i"c``� . EXTERIOR HEADERS ARE: " J ' � �1' � � ( 3)- 2x� o's w/ (i )- 2Xs � � . � ° � si ., �� TRIMMER AND (1 )- 2x6 �y�' �•;� : .� , KING STUD EA. SIDE, TYP. S3 i 1 1 /4x17 7/8 VERSA RIM (OR •G` ' UNLESS NOTED OTHERWISE 5�� EQUIV.) � FLOOR PERIMETER � � Si��A� F,�� INDICATED THUS, TYP. N OR TH � ,�+6 �,J (3)- 2xt2 2 � � 8 S3 MAIN FLOOR FRAMING PLAN SCALE : 1 4 " = 1 � - 0 �� L`t', \�+ \�+ (N) BEARING WALL PLAN NOTES: s 6 FOR 3x DECKING • ��J�J�� 1 . INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: � p, � N ...._....._ . . .., � � +6, � ` 2+s 2. POSTS BELOW ARE INDICATED: � NON -CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � , � z °m � � N (N) 2x6 �'12" O. C. ' 2 ,F.� U � a o 0 � STUD WALL BO T�'• '��, SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 Z � o � � (SHADED WALL ONLY) rn DIRECTION OF SLOPE JOISTS 1 /4" PER FT. c z M �i X 3. FLOOR SHEATHING IS 3/4° TONGUE AND GROOVE APA STURDIFLOOR, EXP. 1 , SPAN o o ^ � � +�O DECKING 1 /8" PER FT. RATING 24 O.C. F a, � ~ � � M /`L TS, w .-..�. 'h1 4 J 8 Z j ` + 4. (XXX'- XX") INDICATES TOP OF STEEL BEAM ELEVATION . WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). Q L o � ,.°� � v S3 `�+i S3 8 I- � 00 J w sr S3 - • 5. " O " INDICATES CONNECTION TYPE - REF. Si FOR SCHEDULE. � � ( 3)- 1 3/4x11 7/8 LVL W10x45 91 '- 5 1 /2 T. O. PLYWD. � 00 6. ALL FLOOR JOISTS ARE 11 7/8" TJI 210 � 76" O. C. , TYPICAL, UN�ESS NOTED OTHERWISE. Z p� ��J� 6 ,�,+0 �� (91 _8) �+�0 ° ' � � 7. (E) REFERS TO EXISTING CONSTRUCTON ( ), (N) REFERS TO NEW ( ). � � ^ � � � �+6, Sq �c� � 3 �01� CONT. 1 3/4 x 11 7/8 LVL "� � � � I 8. VERIFY EXISTING AS- BUILT CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY STRUCTURAL � � � � � S3 (1 )- 1 �2"0 x 4" LAG TO EA. 9� �-6 T.O. DKG. "� ENGINEER OF VARIATIONS FOR RE-EXAMINATION . � U m p � � 90 - it 1 2 T.O. PLYWD. � ^^ � d � w r`�J� sz'-o J\ � p �. Y � ° a � � T.O. E DKG. ?+s - ,', G 0 ,E.�� } � ��' �ti i`�+ +`O +�O L�y, L`�1/� L�' /� S3 i`� S3 '�'+ (3)- 2x10 �O 6 � S3 � e-� U] . � CONT. TREATED 2x8 LEDGER � �� '� w/ (3) tOd NAILS TO EA. STUD T EA ED x8 16 0. . & i /2°mXa° �acs � 3z° o. c. pc rw. � � 'ti ( 2)- zXio � (2)- zXiz (2)- zXi2 � � ��., U� �+� o"° s+�' s+�' � �,, � A 7 7 �'S'9y � � � S3 S3 � � � � � � � � O _ V _ _ - -- �_� - � _-_ � � _, _ � � � s, �- z~ Soics EN4+r�#_ R��,,,��o To uE��-f �z.00c PsF \ 1 1�1 �.o � �� 25'- s" BEAR-iN C�PI}C.M"/ Pl2tpiC "�o �-f�N(� Z�l�1'wv l�rovl�-� � � w 35'- 6" � 14'- 6" 21 '-0" 12'- 10" s � " � r � ^� � i� COORDINATE � O BLOCKOUTS IN T.O. W. 2 - $� 5 -6� � � S4 � '' WITH HOUSE MOVER S4 _ _ _ _ _ _ � � _ _ _ _ _ � � w — — — — — — — — — — � � � - - - - - - - - - - � I � �-d ` — — — � — — — � � �-- — N +, \ � I � — — — — — — — — — — — — � I T.O.W. = 82'-0 � � ao T. O.F. = 77'-8 T. O. W. = 82'-0 � r. o. w. = s3'- o i T. o. w. = a2'-o T.O.F. = 77'-s NORTH ,� O � T. o. W. - $4�- 4 T.O. F. = 77�- 8 - - � T. o.F. - »�- 8 I , �_ 4�� SLOPE I I FO U N D A TI O N P LA N S � A �E : , 4 �� — , ° — o .. . � � w � T. O.F. = 77'- 8 _ � INDICATES SLAB Q STEP STEP IN I I �; r.o.F. PLAN NOTES g � T.O. CONC. 81 •_� 4 Sq T.O. SLAB I i 1 . ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED dN PLAN THUS: � I 54 I I g� '-g T.O. W. = TOP OF CONCRETE WALL T.O.F. =TOP OF CONCRETE FOOTING � T.O. SLAB 2. TOP OF F0071NG ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING G-� I I TOW - 84 -4 5 � � FOOTING $� � � � D I I CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVAl10N IS REQUIRED. T.O.F. = 78' -8 S4 � � T. O. W. = 80'-4 N o 3. STEPS IN TOP OF CONCRETE WALL INDICATED: � N - - - �---e- � --�--} - - - -� - 7 T.O.F. = 77'-8 I � N ao 'v 4. CONTiNUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION N 1 WALLS UNLESS NOTED OTHERWISE. designed by JAH I I � _ � _ J S4 4" CONCRETE SLAB ON 4" CLEAN I I B I GRAVEL BASE ON UNDISTURBED 3 I I 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" drawn by STR � 9, -» > �4� 2 3�4» GRADE OR COMPACTED THICK x 16" wIDE UNLESS NO7ED OTHERWISE. checked by 16'- 0" STRUCTURAL FILL PER SOILS 54 � ENGINEER. REINFORCE SLAB WITH I I 6. DO NOT SCALE DRAWINGS. ISSU2d i 6x6- W1 . 4xW1 . 4 WELDED WIRE `� � S�p I I 8 FABRIC THROUGHOUT. PROVIDE 1 " 7. (E) REFERS TO EXISTING CONSTRUCTON ( - - - - - - ), (N) REFERS TO NEW ( ) . T. O.F. DEEP SAWN OR TOOLED CON7ROL I I PRICING 03 /11 /05 2 I S4 P�ACING EACH WqMAXIMUM I I 8 NGINEER IOFN ARIAl10NSTFOR REnEXAMPNATI0N0 CONSTRUCTION. NOTIFY STRUCTURAL PERMIT 03 /30 /05 T.O. W. = 86'- 8 T. O.W. = 84' - 4 S4 T. O.F. = 81 '-8 T. O.F. = 80'- 8 I I 2 T.O. W. = SS'- 8 T.O.W = 87- 8 "` I � s�� S4 T. 0 F. = 80'- e � SPREAD FOOTING SCHEDULE F � — — — — — — — — — — — — — — — — — � _ . _ � �- + � _ _ _ � � j TYPE SIZE REINFORCING N - - - - - - - A 2'-0 x 2'- 0 x 1 '- 0 (3)- #5's x 1 '- 6 EA. WAY — — — — � — — — — — — 7Ep — — � o T.O.F. - - — � STEP (10)- //5's x 3'- 0 SHORT i � J T.O.F. B 3'-6 x 7'- 4 x 1 '- 0 N N � � 1 '- 4x1 '- 4x4'-0 PAD AT (5)- #5's x 6'- 10 LONG A N p q I I GRADE w/ (2) CONT. C 3'- 0 x 3'- 0 x 1 '-� (4) -#5's x 2'-6 EA. WAY � � � � � � #5's TOP & BOT. AT D 3'- 6 x 3'- 6 x 1 '-0 (4) - #5's x 3'-0 EA. WAY sheet � I � FOOT OF STAIRS 23'- 6" 6'- 2" 5'- 10" L � 12'-10" L� L � 35'- 6" �y 25'- 8" 61 '- 2" S4 � � P�J JOB #0405 - 08 .4�~�•�~�. � � — i — � � — � — � � — � — � � ► � � — � — � � — � — � � � ROOF FRAMING PLAN = \ N OR TH P�o F•;;;.s :�r Q `yR. M �. SCALE : 1 4" 1 ' - 0 " �� ` I I r � --�- E� — I- 3�- - �- - I- - � - -�- I ��=��IZ- -t - -� - � - -t - � � I I PLAN NOTES: '� 3� �� I I ; � I I I I I I � I� I � I� � I I I� ' I I I I I � ; I I ��' �� I I � � i . EXISTING POSTS BELOW ARE IND�CATED: � NON- CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � r . S;�NA��' � I I � � I I I I I I � I� I I Ii � I I I� � I I I I I � � I I SINGLE S7UD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 1 � I I � Y I I I I I I �I�' - �I - 1 I I I I� � I I I I I � I I 2' �E) REFERS TO EXISTING CONSTRUCTON ( - - - - - - ), (N ) REFERS TO NEW ( ). � � � ^ ^ n I I� I � - � � � � 3 ENGINEER 'OFN ARIATIONSTFOR REnEXAMPNAl10N0 CONSTRUC110N. NOTIFY STRUCTURAL I � � V I I I � � I � I�_ _ � - � I I � �� I I I I � I � I I I I ', II I ,,�, I I I I I �Ir i I I I I I� , I I I I I I , I I � � N Sn. BM. PER PLAN � I I � G Q°y� I I I I i �I � - -I - � I I I I� , I I I I I I , I I � -� a o � � (2)-1 /2" � x 6" LAGS � I `�1 I I I L - � � I I I 1 ? D � U ,� ,;� I I I I (E) RIDGE BfIAM I I � I �_ _ � _ �(E� RIDG� BEAMI I� I (�) RIDGE BEAM _ I I I p p BUILT-UP S�,D COL. I I , I I I I I �� I I I I p�� , I I I I �� I I � N ~ o Q � w �� z °' � � PER PLAN � I Q � �O+ a ` � � "��-� I I I I I I I I ��, I I I I `� I� , I I I I I ', I CONNECT (N )6x10 TO (E)S�D PACK � � w/ 5/8"0x 1 '- 0 LAGS � 24° O. C. � � I I � - � - � � I I - � � I � -� -� - �� - � � I I I I I I � I I �OUNTER SUNK 1 " INTO (N )- 6x10 POST Z �o� 8 SCALE : 3 4" = 1 ' - O'" I I � � I I I I � � I I I I I � � I I� � I I I I I I � I I O � n � rn `i S3 I II I � ° d � �, �, i i ; � i i i i � � i i i i i � i i� ; i i i i i � i i � � m ° � � � i ; � i i i i � ; i i i i i i i; ; i i i i � ; ; i � � � Q °a ii ; i� i i i i � � i i i i i i i� ; i i i i i � ; i i �c N a > � � � L�L � _E � ( _3 � _ _ � =� �� - _-�__--� - - � - � r=t ==� - � - - t = =� � � � � � � - I - � � - I - � � - I - � � - I - � � � I - � � - I - � � � � 0 . ,� � 2x DKG. PER ARCH. . � VARIES �l r �-- - 3- - - - � — �-T - - - - - - - - - - - - � W .0 'b O � T.O. DECKING i i - - - � - i ` - - - /� I / j - - - - - i � \ -y � I � I \ / � � I \ / I 2x8 � 16" O.C. � I � I \ / I 1 � � \ \ // I � � �"� � I I �" ;_�~ f � � � � NORTH � O (2)- 3/4"0x 5" LAGS � I � � \ / - � I \ / I �� _ � �� (2) - 2x10 BEAM , � � � - � -� , � � � � UPPER FLOOR FRAMING PLAN SCALE : 1 4 1 - 0 � , � o 6x6 POST, NOTCH FOR BM. BRG. I i � n � - - /-t - � i � � � � � PLAN NOTES: � r - - � i I I i r -/-� i DIRECTION OI � � I � I i � � � � �- � - � 7 (E) 3x DECK NG � � I I 1 . EXISTING POSTS BELOW ARE INDICATED: � NON -CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � � � � � ' \ / I � SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 1 � O � I � ,�j � � � � �- �-{ � \ / � 7 SCALE : 3 4" = 1 ' - O° � I � I I I I I �� - - - �I I � / I 2. (E) REFERS TO EXISTING CONSTRUCTON ( - - - - - - ) , (N) REFERS TO NEW ( ). S3 � I �--� - - - (E) BEAM L J I - - - � (E) BEAM — — — — � � — — � � 3. VERIFY EXISTING AS- BUILT CONDIT10N5 PRIOR TO CONSTRUCTION. NOTIFY STRUCTURAL � � � � � � — � 05� �h� � / \ � �� ENGINEER OF VARIATIONS FOR RE-EXAMINAl10N. I � I Q Q G° � .a.� � � � � F,1 F, / � � , p I � � � + I �� - - - -� � - � � �- - � (' - -� (E) BE9t�A TO BE R��IOVED I � ~ 4D 4'- Ox4'-0 PANELS CONSIST OF px DECKING PER ARCH. I � � I I I I I � RIPPED 2x8 CEDAR SLEEPERS • �16" O.C. & 2x CEDAR RIM EA. SIDE 3/4" PLYWOOD PER PLAN � I � � I I I � � / \\ � I w SLOPE 1 /8" PER FT. I I I I I I � �/ \ � � � O � 91 '-6 .� � / \ � T.O. DECKING � I I I I I � � � � � RIPPED 2x CEOAR SLEEPERS '� � � EAST END I � I I I I � � � � � 2x DKG. PER ARCH. � i6" O. C. IN 4'x4' PANELS � � 90'-11 1 /2 � I I I I I i / \ I I WATERPROOFING & FLASHING � .. �1-� L 1L _ � L J L L _ _ _ _ � T. O. PLYWD L - - _ _� - - -3 - - - - - �- --3_ - - F= � - - J� - - - - _ _ - - - - - - � MATCH DKG. OF GARAGE PER ARCH . �+ O � EAST END T.O. DECKING � S�OPE 1 /4' PER FT. WATERPROOFING MEMBRANE �C TYP. }� O � & FLASHING PER ARCH. � 3/4" PLYWD. PER PLAN i � 11 7/8" TJI 210 CONT. 1 1 /4"x 11 7/8 LSL RIM (E) DECKING NAILED TO (N) BEAM � ) 0 � 16� O.C., TYP. w/ 8d NAILS � 6" O. C. v �� O � TREATED 2x8 � 16" O.C. 92'- 0 2x6 STUDS � 16" T.O. DECKING SLOPING CONT. TREATED 2x8 LEDGER 11 7/8" TJi 210 �16" O. C. w/ 1 /2" PLYWD. OR OSB w/ (3) 10d NAILS TO EA. STUD AND � FULL HT. TJI BLKG. IN FIRST ,L„� 1 /2"0 x 4" LAGS � 32" O.C. JOIST SPACE � 48" O. C. � w/ (5) 8d NAILS TO PLYWD. a 6 SCALE : 3 4" = 1 ' - 0" 2x6 STUDS � 16° WALL CONT. 2x12 LEDGER S3 (3)- 1 3/4 x 11 7/8 LVL w/ 1 �2" PLYWD. OR OSB w/ (3)- tOd NAILS EA. STUD NOTE: FLASHING PER ARCH . NO 2x8 DECK AT "SIM. " designed by JAH 2x DECKING PER ARCH. 4 SCALE: 3 4" = 1 ' - 0" S3 SCALE : 3 4" = 1 ' - 0" y drawn b STR r� s3 checked by �% RIPPED 2x SLEEPERS � i6" O.C. w/ 2" MIN. THICKNESS MADE INTO 4�x4' PANELS w/ 2x ISSU@d (E) LOG WALL � CEDAR RIM AROUND PANEL PERIMETER WATERPROOFING MEMBRANE 2x DECKING PRICING 03 /11 /05 (E) INT. 3x DECKING PER ARCH. PER ARCH . OVER PERMIT 03 /30 /05 � , GAP 4'- Ox4'- 0 PANELS � TO DECKING � SLOPE 1 /8" PER FT. g7yy�.� pANELS TYP. � � WATERPROOFING MEMBRANE �� VARIE� � o PER ARCH . T. O. DECKING �` VARIES � 4'- Ox4'- 0 PANELS CONSIST Q � 3/4" PLYWOOD T.O. PLYWD OF RIPPED 2x8 CEDAR � Z SLEEPERS �16" O.C. SLOPE 1 /8" PER FT. ' B TYP. (E) DECKING NAILED TO (N) BEAM & 2x CEDAR RIM EA. SIDE � o � ~ , - O � � w/ Sd NAILS � 6" O. C. BTWN PANELS, VARIES o � T. O. DECKING `` w 92'-0 ,� VARIES LOPE t /4'� 3/4" ¢ Q T. O. DECKING T.O. PLYWD (N) 2x6 � 12" PER FT. PLYWOOD � Q 91 ,_ O sheet STUD WALL 11 7/8" TJI 210 � 16" O. C. , TYP. � o T. 0 STL. OO TYI'. BO T�• T.O. STEEL CONT. 1 3/4x 11 7/8 LVL LEDGER w/ (5) 10d NAILS AND SLOPE 1 /4" PER FT. � � � 7�g" TJI 210 ( 1 )- 1 /2"0 x 4" LAG TO EA. STUD � 16" O. C. , TYP• � � (� 12" O.C. ) W10x45 w/ 2x NAILER SHOT-PINNED TO TOP OF FLANGE W10x88 w/ 2x NAILER SHOT- PINNED TO TOP fLANGE 5 SCALE: 3 4" = 1 ' - 0" 3 SCALE : 3 4" = 1 '- 0" 2 SCALE: 3 4" = 1 ' - 0" S3 S3 S3 � OB #� q- � �J - O8 � STUD WALL � , . , � � � (6)- 2x6 �5 ; . ' :�� '' "��'°� 1 /2"�x10" A.B. 's � V ' r 23 �� : -� : . ,9 48" O.C. IN CONL '(1a�,'�, , ', . � 1REATED 2x6 R •«.•••'� � '` \ -'�'NAL E� (1 )- #5 CONT. HORIZ. 2'- 0 � n - 6x6 POST �5's x '�' ADD (2)-#5x2'- 6" 2'- 0 � 24' O.C. � 8" O. C. BENEATH 82,_ � LOCATION OF COL. � � � D p� c� N � T. O. SLAB <e . . • ; � SLOPE ' Z °! < , "• : `D - VARIES .l uNi z ro co co . _. ' ° . T. O. SLAB Y 2'-0 -p ¢ o 0 � I � I ' Q ° #4 DWLS X O� 4" CONC. SLAB PER PLAN Z � o � � � d '� .a . a . � ZQ� �. r.. N — � W I I /��/�\�a/�/ �\��a�\y�� ' � a � a .j : , C z Z � r� \4��b ��.�� ,�� ° � �. .� — �� -- J _� SLOPE S�AB (n � vi � rn rn h Hi� �� a� . H Q, w .-..-. Z ��o.. ( ( ,v� . . ,• 810 SLAB a a : Q •� o � ro � b ��a (2)-CONT. #5's FROM Z C ro � o a CONT. FTG. BEYOND � 12" 0 CONC. PIER � ~ � � J `"� � EQ. EQ. FTGU � SPL CEE AS AO � [ � $ 0. W. �i �i i � //\� p� <'i��% M 4° 4" 4" 3'-6° S Q U A R E REQUIREO ��`�i�\\i\� ° a �%��% .— (� �_ #4 CONT. HORIZ. Z � ° `�o r��i � � ao rn n ( 2)- #5 DWLS x i 7 SCALE : 3 4" = 7 ' - O" U N � M � � ° (1 )- �'5 CONT. HORIZ. � MID-HT. � ,^� � rn � I I I S4 � ' � L � m � � 6� a0 /�5 DWLS x � � o � rn rn (IF PIER HEIGHT EXCEEDS 4'- 0, (E) 3x DECKING i� 4 4" � 48" O.C. L � � m � .-..� ADD (2}- //5 VERT. BARS FULL L J � X � HEIGHT OF PIER ) 6 Y N a > �v � � � T. 0 (E DECKING ` TOP &5 BOT. NT. HORIZ. i� 77'- 8 < SEE SCHED. FOR REINF. T. O. F. a . o � EQ. EQ. o ip °� a a < : , �/ � 2'- 0" PERIMETER DRAIN PER (3)- 1 3/4x11 7/8 LVL SOILS ENGINEER 4� 8 4n � . � � � � NOTE: FOOTING DEPTH DETERMINED 1 '- 4" ' '� BY PROXIMiTY TO ADJACENT FOOTING BRG. SADDLE : 3�16� • � MAINTAIN MAXIMUM SLOPE OF 1 : 1 BRG. R - 1 /2x5 1 /4x0'-7 W/ 3 SCALE : 3 4" = 1 '- O" ,,d O SIDE R�s - t /4x6x0'- 7 W/ (1 )- S4 � � .d � � 3/4" 0 THRU -BOLT �— TS 3x3x1 /4 � �2x6 STUDS � 16 " O.C. W/ � � 6 SCALE: 3 4" = 1 ' - O" 1 /2" PLYWD. OR OSB �.( O 10 SCALE : 3 4" = 1 ' - O" SHEATHING �• V �. � S4 S4 � • .� � 1 /2" 0 x 10" A.B. 's � 48" O. C. � 2x4 OR 2x6 STUD TS 3x3x1 /4 IN CONT. TREATED 2x6 F� �� BRG. WALL BASE R 5/8x8x0'-8 PER PLAN � � W/ ( 4)- 3/4" 0 x 10" 1 /Z" EXP. MAT'L, TYP. � � -+� A. B . 's ON 1 " MIN. SHIM T. O. W. O � �5 DWLS x I � CONT. TREATED 2x6 I� W/ & GROUT � � 48" p, �, L � � 16d DRIVE PINS � 16" O.C. � , � $0 SLAB � � I L � � O CONC. SLAB PER PLAN e � ^ 6" � � e � STONE VENEER � (1 )- /�5 CONT. HORIZ. � 16" O.C. � � � o�. �� o � � � ��:� o PER ARCH . T!1 +� 82'-0 ��i�:%��% II � ` �<;i` I / � V 1 a < ° = T.O. SLAB � /o �J �,� ., �/ � , d ; � �� . • • � CONT. L 4x4x1 /4 W/ a � � a �� i � 1 /2" 0 x 4" EXP. ANCH.'s (2)- #5's CONT. HORIZ. � '~{.�/� \\ \\ � \ : e . . .' y0 // %! c a' � 24�� . C. . A veU // // // // \\ \ \\ \\ o TOP & BOT. ��"\%%�� _ � � � i � � SEE SCHED. FOR REINF. EQ EQ � 4" 4 1 /2" EXP. MAT'L, TYP. p�.d � � - . ., ; (2)- #5's CONT. HORIZ. �/ '�• , "� ° � w TOP & BOT EQ_ EQ U a 4" CONC� VARIESEATPSIM � � SCHED. WIDTM � O � _ (80'- 8 AT SIM . ) , (82'- 0 ,L ) < a T. O. SLqg Y � (� 1 '- 4•• "� 81 - 8 � ° � 5 SCALE: 3 4" = 1 ' - O" T.O. F. • , � OP TI ON 1 sa °0 ' < ° ,�,�`;,`;;," c�, �� 2x4 OR 2x6 STUD ��o� � BRG. WALL i��i � � 2x6 STUDS � 16" O. C. W/ PERIMETER DRAIN PER �P—"� � 1 /2" PLYWD. OR OSB 8° S•' 8" CONT. TREATEO 2x6 12 W/ SHEATHING SOILS ENGINEER +> 16d DRIVE PINS � 16" O. C. � 2' -0" � O CONC. SLAB PER PLAN � 1 /2" 0 x 10" A.B.'s � 48" O. C. IN CONT. TREATED 2x6 R Z SCA�E : 3 4" = 1 ' - O" y � [--� 82'- 0 S4 0 a ° T. O. SLAB 84' - 4 Q • , ` _ °f a ° . `r T. O. W. • , . a . . � . +� �vii�°D��D7� , • �� %,%% `° � ti ��2.. SPLY�WD�OR �OS�B W/ � `��i��i� , �� STONE VENEER SHEATHING 1 /2" EXP. MAT'L. TYP. '• r�; ;��j � PER ARCH . 2 a ( 2)- #5's CONT. HORIZ. �i, EQ. EQ. �� c� TOP & BOT - � � � 1 /2" � x 10" A.B.'s � 48" O.C. 4" CONC. SlA6 PER PLAN � '- 4" M CONT. L 4x4x1 /4 W/ a � �2" EXP. MAT'L, TYP. IN CONT. TREATED 2x6 F� OPTION 2 � �Z� � x 4" EXP. ANCH. 's (VARIES AT SIM . ) � az' — o sz'— o � 24" O.C. 4' 4 4^ CONC. SLAB PER PLAN T. O. W. ' T. O.� JAN � designed by a2'— o ,� � ��, a. STR 9 SCALE: 3 4" = 1 ' - 0" ' ' T. O. SLAB � � drawn by #5's VERT � 16" O.C. � . " < ° STONE VENEER � a a . /j\�j/\�jj�j�9 checked b S4 PER ARCH. i�� y d��i � �i��i:�i%�y � � a a / (t ) - #5 CONT. HORIZ. � MID-HT. ISSU@d 2'- 0 �� CONT. L 4x4x1 /4 W/ #5's x � 2x4 OR 2x6 BRG. STUD a �i,�� /5's CONT. HORIZ. � 16" o. c. PRICING 03 /11 /05 -� � 24" O. C. �� BRG. WALL 1 /2" � x 4" EXP. ANCH. 's 2'- 0 � 2a" O. C. ° #5 DWLS X � PERMIT 03 /30 /05 ps �w�s X I � 16d DRIVE PINS � 76" O. C. � 48" O.C. �N, • 4p 4^ � 48" O. C. � 6' 6� < CONC. SLAB PER PLAN T..� 82'- 0 < 2 - 5's CONT. HORIZ. � S�AB , a � _ a ( 2)- #5'S CONT. HORIZ. ; � TOP & BOT. a SLOPE � , TOP & BOT. a VARIES �8�- 8 �� - $ e , . . � T. O. SLAB T. O. F. • T. O.F. , e �\°\��\\�� . ' '� Q :, � � ao a0 . . �e .\.O�\�j,� - . � . . ' � � . :a �. °s . . :\%:. � . • c0 (1 )-/�5 CONT. HORIZ. vY`i �' � �'��" �ii��p� "�� PERIMETER DRAIN PER PERlMETER DRAIN PER (2)- �5's CONT. HORIZ. 10" 6" �i��/ � SOILS ENGINEER 4" 8" 4' SOILS ENGINEER 4� 8�� 4� sheet TOP & BOT � � ._ 4� i '- 4" 1 '- 4" 8 SCALE : 3 4" = 1 ' - 0" 4 SCALE : 3 4" = 1 ' - O" 1 SCALE : 3 4" = 1 ' - 0" � � S4 S4 S4 JOB #0405 - 08 �Far,N CRITERIA• 2714 LARKSPUR LANE JOB J10405-OS o. All lumber used in construction sholl have a maximum moisture content of isx. 2003 IBC FASTENING SCHEDULE ( TABLE 2304. 9 . 1 ) ABBREVIATION LIST p. Framing Notes: Roof Live Lood (Snow) - - - - - --- -- - ---- --- - - - - --- - -- - - -80 psf 1 . Exterior wolls ^ Roof Dead Load - -- - - - - - - - - - - - - - - - - -- - - - - ---------- � 5 psf A. All exterior walls are 2x6 studs � 16" o.c. to o maximum height of 12'-6", 2x6 CONNECTION FASTENING °� '" LOCATION � Floor Live load - - - - - - - - - - - ---- - - - - - - - ---- - ---------40 psf studs O 12" o.c. to a maximum height of 14'-6", and (2)- 2x6 studs O 16" to a A.B. ANCHOR BOLT JST. JOIST � Fioor Dead Lood --- - - - - - - ---- - - - - - ----- - - - - - - - - - -- - � 5 Psf maximum height of 17'- 4" unless otherwise noted. Walls toller thon 17'-4" shall �. ,b;$t to sai or girder 3 - aa comma, toenaa A.F.F. ABOVE FINISHED FLOOR �AM. LAMINATED Deck Live Lood - - - - - -- - - -- - - --- - - --- - - - - - - - - - - - - - - � 00 psf be fromed with manufoctured porollom studs, contoct engineer for spacing 3 - 3' x o.i31' naa A.F.G. ABOVE FINISHED GRADE LLV LONG LEG VERTICAL i- Deck Dead load - - --- -- - - - - - - - --- -- - - - - --- - - - -- - - - -� 0 psf requirements, if not indicated on plan. Cap with a double top plate installed to 3 - 3' t4 gage etapie ADJ. ADJUSTABLE LONGIT. LONGITl1DINAL � ; r �9 wnd (3 Second Gust) - --- - - -- --- - - - - ---- - - - - - ---- -- - 90 mph (Exp.B) provide overlapping at comers and at intersections with other partitions. If overlap y, gridginq to joiet 2 - 8d common toenan each ena ANCH . ANCHOR LTWT. UGHTWEIGHT ' � � ; Seismic Design Category -- - - - - - - - - -- - - - -- -- - - - - - ---- - - - EXEMPT is not possible, strap top plates with metal strap ties (Simpson ST292 or 2 - 3' ■ o.� 3i' oan ` ' �- .•': ' APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER • •o„�... _;� ;;%� IBC/IRC Edition - - - - - - - - - - - - ----- - - - - -- - - - - -- - -- -- --2003 equivalent). 2 - 3' 14 gage stop�e �c q, ' B. Goble-end wolls shall be bolloon-framed to the bottom of rofters or end-wall 3. i ' ■ s' aubfloor or iess ro eacn joist 2 - 8d comm«, fa�� Qi� ARCH . ARCHITECT LSL LAMINATED STRAND RIM MATERIAL �Y,��, � `° FOUNDATION DESIGN : trusses unless opproved by engineer. y. �r�d,r tt,ur, 7" ■ 6' aubfloor to eacn jo�st 3 - ad common face �a�i BD . BOARD MAX. MAXIMUM a. Design of individual and continuous footings is based on an assumed maximum allowable bearing C. Floor or roof framing members must be oligned to beor within 5 inches of the BLDG. BUILDING MECH. MECHANICAI p 9' BLKG. BLOCKING MAT'L MATERIAL F � �'� pressure of 2000 pst (dead lood plus full live load). studs beneoth. 5. 2' subfloor to �et or �roer 2 - 16a c«nmon b�md and tace naa I 6 r b. Foundation and retoining wolls hove been designed using on ossumed lateral pressure of 55 D. Provide 7/16� thick APA roted sheathing (plywood or OSB) rated 24/16, exposure t , s. Sde piate to Jotst or biockinq �6d ot � s' o.c. t�p�cai tace na�� gM . BEAM MANUF. MANUFACTURER pcf. at exterior face of exterior wolls. Block all horizontal joints ond nail panels with 8d 3' x 0.131 ' naH at 8' o.c. BOT. BOTTOM MIN. MINIMUM c. Footings sholl be ploced on the natural undisturbed soil, or compacted structurol fill per the nails spaced at 6' along panel edges and ot 12" along intermediate supports. 3' ta yage atapie at t2' o.c. g, O.W. BOTTOM OF WALL (N ) NEW recommendations of the geotechnical engineer, below frost depth . E. Provide 3 - 2x10 headers over ali door and window o enin s, with one 2x6 trimmer Sole plate to joist or blockin at braeed BRG. BEARING NOM . NOMINAL d. Provide continuous foundation drains oround the erimeter of all basement walls and at the � � P 9 9 3 - l6d per ts' braced wau paneis � ~ ao bose of retaining wolis. Contoct geotechnicol engineer for details. and one 2x6 king stud eoch end, unless otherwise indicoted. wan pane� (4)-3` x o.tat ' nati per 16' CANT. CANTILEVER O.C. ON CENTER � � c� e. A geotechnical engineer shall verify soils conditions and types during excavation. Because F. At beam bearing locations in stud walls, provide multiple- stud posts equal to width (a)-3' ta goge stapie per �5' C. J. CONTROL JOINT OPNG. OPENING N o 0 of bearing member unless noted otherwise. CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD U � a °0 0 0 geotechnical information was not availabie at the time of preparation of the construction 7. top piote to etue 2 - �6d common end nan documents, we have used assumed values based on similar sites in the area. Construction of 2. Interior Load Bearing Walls: 3 - 3' x O.i37 ' nan CEM. CEMENT i( PLATE A. Interior load bearing walis are 2x4 or 2x6 studs (as indicated on plan) � 16" o. c. 3 - 3' i4 qoge stapie CLG. CEILING PLYWD. PLYWOOD ? � � O � � the foundation may not proceed without verifying these values. Report any discrepancies from with 1 2" sum wallboard both sides unless noted otherwise. Ca with o double CENTERLINE R.O. ROUGH OPENING � Z Z n n design assumptions to structural engineer for re- evaluation of foundation design. � 9� P 8. Stua to ade piate a - 8d comma, toenaa �t, �j � � p a, a, f. Bockfill oround ond obove structural buttresses and retaining walls shall be compaction-tested top p la te ins ta l le d to provi de overlapping at corners and at intersections with other a - 3' x o.1 3i' na n C L R. C L EARANCE RAD. RADIUS per the recommendations of the geotechnical engineer. partitions. If overlop is not possible, strap top plates with metol strap ties 3 - 3' 14 goge stoo�s COL. COLUMN REF. REFERENCE Z �' � � M'�'�ic g. Do not backfill against retaining walls until supporting elements are in place and securely (Simpson ST292 or equivalent). CONC. CONCRETE REINF. REINFORCE/REINFORCEMENT Q .� � J ovv anchored, or odequate shoring is instolled. Concurrent back£Iling of each side of o retaining B. Floor or roof froming members must be aligned to beor within 5 inches of the 2 - t6d c«nmo� end naa CONN . CONNECl10N REQ'D REOUIRED J � wall to final grades as indicated on plon or section is required unless temporary shoring is studs beneath. 3 - 3' x O.i3i ' nail CONT. CONTINUQUS RET. RETAINING installed. C. Provide (2)- 2x10 headers over all openings in wall, with one 2x4 or 2x6 trimmer 3 - 3� 14 guge stapie � � h . Verif t e of fill with soils en ineer and structural en ineer rior to backfillin and one 2x4 or 2x6 kin stud each end, unless noted otherwise. CONST. CONSTRUCTION REV. REVISION (n �� 9 9. Dwble Studs 16d at 24' o.c. face nail y yp g g p g. C. P. CRIPPLE POST R.S. ROUGH SAWN D. At beam bearing locations in stud walls, provide multiple-stud posts equol to width 3' x o.i3t ' naii at 8" o.c. DBL. DOUBLE SCHED. SCHEDULE � � N �p � � REINFORCED CONCRETE: of bearing member unless noted atherwise. 3" ta gage stapie at E' o.c. DET. DETAIL SECT. SECTION U r� ""'� � 3. Floor ConstruCtion: 10. Double top plotes 16d at 76' o.c. typkal face nail p �n � � � a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACi A. Provide 3/4" thick RPA rated Sturdifloor rated at 24" o. c. , tongue and groove, 3' x O.t3t' noil at t2' o.c. DIAG. DIAGONAL SHT. SHEET L � � I I DWL. DOWEL SIM. SIMILAR 7 °' °' ex osure 1 . Glue and nail anels to all su orts with 8d nails s oced at 6" alon 3' ia gage stap�e at �2' o.e. .� x o � � 318) as adopted by Chapter 19 of the 2003 IBC. P P PP P 9 OWG. ORAWING S.I.P. STRUCTURAL INSULATED PANEL � o c� °i °' b. Structural concrete shall have a minimum 28-day compressive strength of 3000 psi. panel edges and at 12" olong intermediate supports. Install sheathing with long c. Concrete shall be proportioned using Type I-II sulfate-resistant cement. Admixtures containing dimension perpendiculor to joists and end joints staggered. Double top piates 8 - 16d c«nmon �op spiice EA. EACH SPEC. SPECIFICATION L m _j O X chloride salts shall not be used. 8. Provide solid blocking between floor joists at all bearing locations. Blocking material 12 - 3" x 0.731 " noil E. J. EXPANSION JOINT SQ. SQUARE Y .� o Q � � d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of shall match the floor joist material . t2 - 3" ta gage stapie t�ptca� foce r,ae ELEV. ELEVATION STD. STANDARD N a > "" Concrete Practice. 4. Roof Construction: � t . B�ockMg betreen }o�at or rorters 3 - 8d comrr�or, toana� ENG. ENGINEER STL. STEEL e. Anchor bolts for beam and cdumn bearing plates shall be placed with setting templates. A. Provide 5/8" thick APA plywood sheathing roted 40/20, exposure 1 . Install to top piate 3 - 3' x o.t 3� ' na n E Q U I P . E Q U I P M E N T S T R U C T. S T R U C T U R A L f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and sheathing with long dimension perpendicular to rofters or trusses and end 'pints 3 - 3' ta gaqe stov�� EQUIV. EQUIVALENT T TRIMMER spaced at 10 bolt diameters unless noted otherwise. staggered. Nail with 8d nails spaced at 6" along panel edges and ot 12" along t2. R�m piet to top p�ote ed at e' (t52mm) o.c. ��aA EXSTG. EXISTING T&B TOP & BOTTOM g. Anchor bolts for wood sill plates shall be piaced at 4'-0" maximum spacing with one anchor intermediate supports. 3' x 0.137 ' naG at 6' o.c. �E� EXISTING T&G TONGUE & GROOVE 3" 14 gage stople at 6' o.c. bolt at 12" from each end or corner and a minimum of two anchor bdts per piece. B. Plywood sheothing s�all be opplied continuously over the primary roof inembers EXP. EXPANSION T.O.C. TOP OF CONCRETE h . Concrete floor slabs on grade and on metal decking or plywood supported by framing shall (rafters or trusses) below overframed areas to provide adequate lateral StObility. 73. Top platee, lops ane mtersect�ons 2 - t6d common face nail EXT. EXTERIOR T.O.F. TOP OF FOOTING � 3 - 3' x0.137' naa have sawn or tooled control joints at a maximum spacing of 15'-0" in each direction. C. Provide wind seismic anchors at su orts for all roof oists and trussed rafters. F. D. FLOOR DRAIN T.O. L. TOP OF LEDGE � � PP 1 3 - 3' 14 gage staple Locate control joints along column grid lines where possible and provide slob isolation jofnts See nailing schedule. FDTN . FOUNDATION T.O. M. TOP OF MASONRY • � around columns. D. Provide solid blocking between roof rofters, trusses and lookouts at a(I beoring � 4. Continuous header, two pieces tsd common is' o.c, alonq edge FLR. FLOOR T.O. TOP OF � i. Concrete coverage for reinforcing steel: Iocations. Blocking moteriol shall motch rafter, truss chord, or lookout moteriol. ts. ce�rng p�sts to piate 3 - ad common toe.�aa FRMG. FRAMING T.O. W. TOP OF WALL ' '� 1 . Concrete cast against and permanently exposed to earth = 3" 5. wnd Bracing: 5 - 3' x o.i3i' naii FTG. FOOTING THRU THROUGH � 2. Concrete exposed to eorth or weather: A. Walls over 4 feet long which are sheathed with gypsum waliboard on both faces and 5 - 3' i4 gage stopie GA. GAUGE TRANSV. TRANSVERSE � � //5 bar and smaller = 1 1 /2' #6 through #18 bar = 2" are indicated as shear walis on plon have been desiqned to resist wind forces in 16. Continuoua header to atud a - 8d common tomaii GALV. GALVANIZED TS TUBE STEEL COLUMN (1 � � � 3. Concrete not exposed to weather or in eontact with ground: occordance with Table 2306.4.5 of the 2003 IBC. 3 - t5d c«nmon minknum, Tobie 23oe.io.a.t tace noii GEN. GENERAL TYP. TYf'ICAL �� Siobs, walls, joists = 3/4" Beoms, columns = 1 1 /2" 8. At sheor wolls, screw 1 /2" gypsum wallboard to oll studs and to top and bottom »• Ceiling Joists, iops ooer partions a - 3' x o.t3�' noa plotes with #8 x 1 1 /8" drywall screws at 7" maximum spacing. (� �t�m 2308.70.4.1 , Table 2308.10.4.1) 4 - 3� 14 gage staple G.L. GLUE-LAM U.N.O. UNLESS NOTED OTHERWISE '� C�$ REINFORCING STEEL: C. Exterior plywood or OSB wall sheathing is required unless specifically deleted by 3 - t6d common minimum, 7ab�e 23o9.io.a.i faee nai GYP. GYPSUM /GYPCRETE VERT. VERTICAI. � � $.i engineer. �8. Cemng iwets to parallel raHers a - 3' x o.t3t' �ati HDR. HEADER V. I . F. VERIFY IN FIELD 0 a. Detoiling, fabricotion and placement of reinforcing steel shail be in accordance with the ACI (See Sectton 2308.�o.4.t , rable 2308.t0.4.7) 4 - 3' i4 gage staae HORIZ. HORIZONTAL W.F. NADE FLANGE � �--1 Manual of Concrete Practice. LOOSE LINTElS: 3 - sa coml„o� toenaa HT. HEIGHT W.P. WATERPROOF � � � b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM �s. Rafter to piate 3 - 3• ■ 0.131" nail INT. INTERIOR W.W. F. WELDED WIRE FABRIC ' ""� (sea seccio�, 2308. 10.1 , TaAle zaoe.io.i ) 3 - 3' 74 a e sta � INV. INVERTED WD. WOOD � Specification A615 and sholl be grade 60 except ties, field bent bars where permitted by note a, Unless noted otherwise, provide loose linteis as follows, one angle for each 4" of wall 9 9 � � on plan, or bars to be welded, which shall be grade 40. thickness, to bear 6" minimum each end: 2 - 8e common toee noii K KING STUD W� WIT1-� c. At splices, lop bars 44 diometers. Do not weld or use mechonicoi splicing devices uniess 20. i" e�agonai brace to eacn stue and piate 2 _ 3' x o.� 3t' naa Wf0 `MTHOUT .�.� � specifically approved by engineer. Openings to 4'-0' - -- - --- - - - - - - - - -- 3 1 /2" x 3 1 /2" x 1 /4" 2 - 3' t4 gage stap�e � � d. At corners, make horizontal bars continuous or provide comer bars. Around openings and » 21 , t ' x 8' sheathfig to each beoring wan 2 - Sd comma, tace noii � steps in concrete, provide ( 2)- #5 bars extending 2'-6" beyond edge of opening or step. Openings 4'- 1 " to 6'- 0" --- -- --- - - - - - 4 x 3 1 /2" x 1 /4" � � � OpCningS 6�- 1 " t0 8�- 0" ----- --- - - - - - 5" x 3 1 �2" x 1 �4" 22. Wider tl�on 1 ' x 8' eheathing to 3 - 8d common foee nail � e. Extend reinforcing steel a minimum of 2'-6" through cold 'pints. Unless specificaily locoted Openings 8'- 1 " to 10�-0° - - - - - - - - - - - - 6" x 3 1 /2� x 5/16" � bearinq won ALL LUMBER CONNECTORS IN DIRECT on pian or details, coordinote coid joint locations with engineer. 23. eunt-up comer atuas tsd c«nmon za" o.c. CONTACT WITH PRESSURE- TREATED � � � f. Welded wire fobric shall conform to ASTM Specification A- 185. Lap welded wire fabric a minimum of one full mesh plus two inches. Laps shall be wired together. Orient lintel ongles back-to- back with long legs verticol. 3' x O.i3t nan 16' o.c. LUMBER SHALL HAVE A SIMPSON ZMAX 3' ta gaqe staple 16" o.c. FlNISH OR EQUIVALENT � g. �Aetric bar size conversion table: 24. 8ult-up girder and beams 20d comma, ot 32' o.c. tace naA at top a�d �/'� i"� STRUCTURAL STEEL: v ` METRIC #10 #13 �16 �!19 #22 //25 #29 #32 #36 3' x 0.137' nau at 24" o.c. bott«n stoqgeree on CONNECTION SCHEDULE �j � U� (/3 #4 �5 {/G #� #8 #9 #� � N� � a• Structural steel shall be detailed, fabricoted and erected in accordonce with the most current 3" i4 gage atop�e at 2a' o.c. oppoaite a�des � ,--i � SIMPSON A35 ~ l�.Q editions of AISC Specificotions and Code of Standard Proctice. 2 _ 2pd common face nali at enda and at (� b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, Including plates and 3 - 3' x o.� 3i' �ati each aPrce Q8 SIMPSON ITT2. 1 /11 . 88 � angles shall be ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall be ASTM 3 - 3' ta gage stapie � w STRUCTURAL WOOD FRRMING: A53 grade B or ASTM A501 . QC SIMPSON LUS26 � c. Tube shapes are octual size as specified on plan. Pipe sizes indicated on plan are nominal 25. 2' pianks 76d c«nmon at each bearing � ^ a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir-Larch (opproximate inside diameter) and refer to AISC pipe schedule dimensions. 26. Cdlor tte to ratter 3 - 10d common tace nail P A 1 x 4 P. CH . U � 4 - 3' x 0.131' nail • i-1 #2 and better, and all solid timber beoms and posts 3" nominal and wider shall be Douglas d. Ail bolts used in ateel framfng sholl conform to ASTM Specification A325. Anchor bolts and QE SIMPSON MIU1 . 81 /9 0 � 4 - 3' 14 gaqe staple tuce nail Fir- Larch #2. bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4" diameter � b. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. unless noted otherwise. 27. .lack ratter to h�p 3 - ioa canmm toena�i QF SIMPSON LUS28 � � c. Built- up posts shall consist of Douqlas Fir- Larch or Hem Fir �2 or better 2x4 or 2x6 studs e. Bolts used in structural steel framing shall be the break- off, torque indicating type, or torque a - 3' ■ O.t3i' na7 per plan ond shall be nailed together with 2 rows of 16d nails O 6" on center along eoch inspection shail be provided as required by the building inspector. 4 - 3' 14 gage stapie I , stud. f. Typicai fromed beam connections shall consist of pairs of 1 /4" angles using the maximum rP� � w d. Built- u beams consistin of multi le 2x members shali be noiled to ether with two rows of 2 - 16d eommo� face nail � 0 p g p 9 number of bolts called for in Table II- A of the AISC Manual (ASD Ninth Edition ). 3 - 3' z O.t3t' noi 16d nails spaced at 12" on center, or with two rows of 1 /2" diameter thru-bolts spaced at g. Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson", or opproved equivalent 3 - 3' i� gage atapie SEE FRAMING PIANS � 24" on center. with the following minimum embedments: FOR HEADER SIZE � ,�.� e. To and bottom lates sholl be Dou las Fir-Larch or Hem Fir 2 and better. Plates loced _ _ 28. Roof raker to 2-by ridge beam 2 - 16a canmon toenal � p p g �' p 1 /2' diometer - - 2 1 /2" 3 - 3' x O.t3t' noa � � directly on concrete wolls or slabs shall be pressure-treated Hem Fir #2. 5/8" diameter ---- 3" 3 - 3' � 4 goge stapie � f. Wood beams bearing in beam pockets in concrete or masonry walls shall bear on a treated 3/4" diameter ---- 4" � O 2x6 bearing biock. Provide �� clearance around end of wood beam. Block against sides of h. Epoxy anchors called for on the drawings shall De "Epcon" or "Rawl" or "Simpson" or PROVIDE A MINIMUM 2 - 16d c«nmon race nan OF ONE KING STUD, � � beam pocket with treated 2x blockin9 to provide lateral support for beam. approved equivalent anchor systems. Minimum embedments, if not specifically indicoted on 3 - 3' x 0.131 ' nail OR AS SPECIFIED ON 0 g. wthin Floor joist spaces beneath solid or built-up columns noted on plans, blocking of area 3 - 3' t4 gage stapie equivalent to column above shatl be provided. Door or window trimmers consisting of a si�gle the drawinqs, sholl be occording to the manufacturer's specifications. PLAN i. All we�ding shall be done by an AWS qualified welder. 29. Jofet to band }oist 3 - 16d commm face noil � stud do not require special blocking in the joist space. 5 - 3' x o.i3i ' no� POSTS SPECIFIED ON PLAN j. Delay painting within 3" of £eld welds until weids are completed. jy h . Except as noted otherwise, minimum nailing shall be provided as specified in the "Nailing k. Where corrosive soil conditions exist, steel angles that are used to support exterior stone 5 - 3� 14 gage staae INDICATE TRIMMERS ONLY AND Schedule" on the drowings ( 2003 IBC Table 2304. 9. 1 ). veneer shall be galvanized and shall be ottached to the toundation with galvanized or 3a_ Ledger sMp 3 - 16d c«nmon race naii DO NOT INCLUDE KING STUDS � i. Bolts used for wood framing connections sholl be installed with standard woshers and nuts. stoinless steel expo�sion onchors. a - 3' x 0.� 3i' naa a j. Unless noted otherwise, steel connectors such as those manufactured by the Simpson I. All grout beneoth column base plates ond steel beams ot bearing shall be non-shrink, non- 4 - 3' �4 gage stapie Company shall be used to join rafters, joists or beams to other beoms at flush-framed metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. 3t. wood stnicturai pane�s one pa.tiaeboore:" t/2' and iess sa4 (per ic2M)° TYPICAL WINDOW/DOOR HEADER conditions. Use ali specified nails. Connector conditions not otherwise noted shall utilize type SubNoor, roof and wan sheathing 2 3/e' x o.t3t ' no�i ^ U or type HU hangers of a size specificolly designed for the member supported, as shown in (to framtrrg): t 3 a x � 6 gage° the manufacturer's published tables. Contact structural engineer for detoils as required. �ENERAL REQUIREMENTS: t9/32' to 3/a' ed (per KRM)a p k. Wood nailer plotes instolled on steel beams or concrete wolls for to flan e han ers shall be 2 3/8' x 0.13t naa JAH P 9 9 a. Structural erection and brucing: The structural drawings illustrate the completed structure 2' ts gage� designed by ripped to match the width of the wall or beam flange. Nailer plotes supporting top Flange with all elements in their finat positions, properly supported and braced. The contractor, in 7/e" to i ' Sd` hangers from one side only sholl be installed flush with the face of wo�i or beam flange at the proper sequence, shall provide shoring and bracing os may be required during constructio� drawn by STR the hanger locotions. t t/8' to � t/a' tod° or sd• to achieve the final completed structure. Contoct structural engineer for consultation (not in checked by I . Manufoctured joists sho�l be from on opproved monufacturer ond shall be equivalent in lood Single Floor (combinatton eubfloor- 3/4" and lesa 8d• (per KRA1)° 1 SCALE: 1 4�� = 1 �- 0�� carryinq capacity and deflection criterio to BCI 450 or 500 series joists in the depths ond contract) as required. unaertoyment to iraming): 7/8" to t ' ed' spacings indicated on plan. Provide blocking, bracing, web stiffeners and other accessories as b. Shop drawings: Submit shop ond erection drawings for structural steel, miscellaneous steel, � t/8' to t t/4' tOd° or ed• Sl required by the monufocturer. steel ists and �rders, steel deck, masonr reinforcin steel, wood trusses, manufactured ISSU@d m . Prefabricated trusses shall be designed by a Colorado registered engineer to support the full wood oists and glue-lam beams to engineer for review prior to fabrication. This review is for 32. P°"e� Sbi^9 (to frominq) �e� or iess �� dead and live loads of the roof, ceiling, and any other superimposed loads. The fobricator generoi compliance with the intent of the structurol design. The architect ond/or contractor shall determine web arrangement ond member forces. Load duration factor for snow loads is are responsible for checking quantities, dimensions and coordination with other trades. 33. Flberboard aheatning? � /2' No. � t goge roorng naA^ PRICING 03 /11 /05 6d common nail 1 .0. Caiculations and shop drawings sholl be submitted to the architect/engineer for review c_ Existing structures: Contractor shali be responsible for verifying dimensions, elewtions, i PERMIT 03 /30 � rJ No. 16 gage staple prior to fabrication. The truss manufacturer shall specify oll truss- to- truss connections. framing, foundatio� a�d anything else thot may affect the work shown on the drawings. 25/32' No. tt goge rooflng nan" Temporary and permanent lateral bracing of trusses shall be instatled as re uired b the truss Underpinning, shoring ond bracing of existing structures shall be the responsibility of the 8d c«nmon nan REVISION � �J �9 � �J manufacturer. 9 Y contractor. No. 16 gage stap�e' d. Dimensions: Check all dimensions against architecturoi drowings prior to construction. Do � n. Laminated veneer lumber (LVL) shall have the following minimum properties: 3a. interior pand�ng t /a' 4dt 1 . Flexurol stress - - - - --- - --- - - - - - --- --- - -- - - - -- - - - - -- 2600 psi not scale drawings. 3/S" 6d 2. Modufus of elasticity - - - -- - - - - - - -- - - - ---- -- - - - - - - - t ,900,000 psi e. Construction practices: General contractor is responsible for means, methods, techniques, 3. Tension parallel to grain ---- --- - - - -- - - - - - - - - - - -- - - - - - - 1850 psi sequences ond procedures for construction of this project. Notify structural engineer of NO7E5 7o TABLE 2304.9.t 4. Compression parallei to grain - - -- - -- - - - - -- - - - - - - - - - - - - - - 2310 psi omissions or conflicts between the working drawings and existing conditions. Coordinote For S�: t inch - 25.amm. 2 3/8' x o.tt3' naas nnd 3' x o.t31" naiis are stanaard ed and tOd Gun naAs. requirements for mechanical/electrical/plumbing penetrotions through structural elements with 5. Compression perpendicular to grain (porollel to glue line� -- - - - - - - ---- 750 psi o. Comm«� or boz naila are permitted to be used except where otherwise stated. _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ structurol engineer. Jobsite sofety is the sole responsibility of the contractor. All methods D. Nals s ed at 6 Mches «� center at ed s t2 incnes at intermediate su s exc t e incnea at su s wnere 6. Horizontol shear - -- - - - - ---- - - ---- - - 285 psi � � . P� � P� 7. Connection of multiple-member beams: used for construction shall be in accordance with the latest editions of the IBC/IRC. spans ore a8 inchea or more. For nailinq of wood structurd panel and particleboard diaphrogms and shear walls, A. Top-loaded beams f. Details not specificolly shown on the drowings shall be constructed in a manner similor to the retc to Sectbn 2305. Noils tor rd� sneath�ng are permitted to Ce common, box or cosing. i) For members 12" deep or less, nail each member to the next with 2 rows of details thot are shown for like conditions. These items shall be brought to the attention of c. Comm«� or deformed shank. the structural engineer as soon os possible for approval. Approval shall be obtained prior to d. Commm sheet 16d nails ot 12" o. c. e. Deformed ahank. ii For members reoter than 12" dee nail each member to the next with 3 instollation. f. corrosion-resistant s�mng or cas�ng �oa. ) 9 P� g. It is the responsibility of the co� tractor to contact the structural engineer ot the appropriate g. Foatenera spaced 3 inches on center at extxior edgea ane s inches o� center at tntermediate wpports. rows of 16d nails at 12" o.c. time to perform site observations visits. Observotion visits to the jobsite by the engineer ore h. COROSIOfI-fG519tOflt roofmg na7s .itn �/ts-inch aiometer neod and � i/z inM Imgth fa 1/2-ineA sheat�ing «,d B. Side-loaded beams for determination of general conformance with the construction documents ond sholl not be 1 3/a inch iength t« 25/32-inch sheathing. i) For two or three member beams, nail each member to the next with 3 rows of construed as inspection. t. Corrosion-resistont stapies with n«ninai 7/t6-mch crown and t t /a inch length for 7/2-inch sheatn�,g and t t /2 incn 16d nails at 12� a.c. h. Thou h ever effort is made to rovide o com lete and clear set of construction documents, ��9th for 25/32-Inch sheathing. Panel supports at 16 Inchee (20 i�ches if strength ozis Is the long direetbn of 9 Y P P the panel, unless otherwise marked). � � ii) For four member beams, bolt through with 2 rows of 1 /2" diameter bolts at discrepancies or omissions may occur. Release of these drawings anticipotes cooperation and j. Caei�g or flntsh nans epacee 6 incnes on pane� edges, t2 inches at intermedtate supportn. 12" o. c. continued communication between the contractor, architect ond engineer to provide the best k. Panel supports as 2a inches. casing or flnlsh nans spaced 6 rnenes on pane� edges, �2 incnes at intermed'wte supports. iii) For members consisting of more thon four members, contact structurol possible structure. These drowings have been prepored for the use of o qualified controctor i. For root sheothing opatcati«,s, sd �aas are the minimum required +w wood stn,ctura� pands experienced in the construction techniques and systems depicted. m. Staaes snou nave a mtnimum cro.m ridth of 7/16 ineh. engineer. n. Fw roof sheatAing opplications, fostenera spoced al 4 Inchea on cmter at edqea, B incAes at intermediota s�ppats. o. Fasteners spaced 4 inches on center at edqes, 8 Inches at fntarmed'wts supparts for wbfloor and Mall sheat�ing and 3 inches on center at edqes, 6 inches ot intermediate supporta for roof sheathing. p. Fasteners spocetl 4 inches on center at adges, 8 inches ot intermediote supports. JOB #0405 - 08 q. Items noted ae °per KRM' have been Manged from the IBC schedule to o more reetrietive reQuirement. EXTERIOR HEADERS ARE: 0� , ( 3)- 2xio's w/ (i )— zXs � �, . TRIMMER AND (1 )- 2x6 R,+6 � S3 i 1 1 /4x11 7/8 VERSA RtM (OR �,+�0 �,+rO KING STUD EA. SIDE, TYP . ��• 61 EQUIV.) � FLOOR PERIMETER �`� ` :-=_-�+ `�1� `,ti1� (E) CONT. 6x8 RIM , TYP. UNLESS NOTED OTHERWISE 5 INDICATED THUS, �w. NORTH \� �J � � �E T,�. �3,_ 2x, z - - • E T,�. - 8 S3 M AI N FLOOR FR AM I N G P LAN SCALE : 1 4 " = 1 � - o �� ,�Y � � ��- �+s (N) BEA ING WALL PLAN NOTES: d FOR 3x ECKING a � � � + . �.PJ J�2 1 . INTERIOR WOOD $TUD BEARING WALLS ARE INDICATED ON PLAN THUS: 0 p� v � �- . F B TYP. � +6• '_ � ' ` O 2x6 2 O.C. �+6' 2. POSTS BELOW ARE INDICATED: � NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � , aNi z °m �v � � o r F� TYP. �2 �� STUD WALL 2 ��'/%, SINGLE STUD 7RIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 Z � � o � � � AL NLY SLOPE JOISTS 1 4" PER FT. � z M .%� � `O 7 3 4x9 4 LVL � 4 0" O. C. 1 3 4x 1 4 LVl � 4'- 0" O.C. `O � 3. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP. 1 , SPAN z � � � RATING 24 O.C. F ° v; � rnrn „� �, 0 1 /8" PER FL _ p� � J ,-.,--. S Z I o 4 +3 D RECT10N N �l,'�' � 4. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED ( DROPPED). � � � J ,.°v� � v S3 +� DECKING x - � 5. " O " �NDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. � C +6 (E 6x8 W/ (2) MC10 (E 6x8 W/ (2) MC10x28.5 91 '- 5 1 /2 T. O. PLYWD. � °O 6. ALL FLOOR JOISTS ARE 11 7/8" TJI 210 � 16' O.C. , TYPICAL, UNLESS NOTED OTHERWISE. � 'p, '� 6 (91 '- s i /z) (si '-s � /2) o _ � � o � � `�y /�+ 6 �YY +�o � 7. (E) REFERS TO EXISTING CONSTRUCTON ( - - - - - - ), (N ) REFERS TO NEW ( )• U � � M � 1 � 92'- 0 CONT. 1 3 4 x 11 7 8 �VL p � � L`�' S4 `'� 4 T.O. E DKG. ' LEDGER w 5 -tOd NAILS & � v � 8. VERIFY EXISTING AS-BUILT CONDITIONS PRIOR TO CONSTRUCTIOPJ . NOTIFY STRUCTURAL � � � � i S3 �- (1 )- 1 /2"0 z 4" LAG TO EA. 91 ' -6 T. O. DKG. "� ENGINEER OF VARIATIONS FOR RE-EXAMINAlION. � ,�, xo o � � +r� . STUD �12� O. C. 90 - 11 1 2 . 0. PLYWD. � ` m J X �,�,�� O + O T�' Y N d > v..�`i � TYP. F r tO 1 3 4x 1 4 LVL � 4' 0" O. C. `O �G +`° `�.� o �`l� r° ` \�. `ry �+ r �1 `� FQ TYP. S3 /� 33 ` 6 � � „ E TYP. — E TYP. (3 - 2x10 �O � S3 . � �y'�6 �,�'� • r� � � c0 T�'P. . � CONT. TREATED 2x8 LEDGER T EA ED x8 16 0. . �q \ w/ (3) 10d NAILS TO EA. STUD O � A W � � & 1 /2"0x4" LAGS � 32" O.C. ( z)- zXio (2)- 2Xi2 (z)- zxiz � � ��., U1 �+� op s+s s''s � � � 7 7 A'S'9,1, � • (� �"� S3 S3 � � � � � � � � � � � � V1 � � 61 '- 2" � � 35'-6" 25'- 8" � � w 14'- 6" 21 '-0" 12'-10" s/� � O � COORDINATE 1 BLOCKOUTS IN T. O. W. 2 - 8� 5 -6� 7 — — � � � S4 — — � � WITH HOUSE MOVER S4 _ _ — — — — — — — — — — — — — — — — — — — — . � � O — — — � — — — — � � � — — — — I i ,� I �— - - - - - - - - - - - - � - -1 c N +� T. O. W. = 82'-0 ro T.O.f. = 77'—s T. o.w. = a2'—o I .� NORTH � ,� � I T.O.W. - 83'-0 _ _ i T.O. W. = 82'-0 I T. O.F. = 77'- 8 T. O. W. = 84�- 4 T.O.F. = 77�-8 � T.O. F. = 77�-8 , ._ 4.. SLOPE _ I I FO U N D A TI O N P LA N SCALE : 1 4 �� _ , � - o �� w ° �. �� T. O. F. = 77'-8 _ _ � INDICATES SLAB Q STEP STEP IN I I PLAN NOTES j T.O. F. g I T. O. CONC. $1 '- 0 4 S4 T.O. SLAB I I 1 . ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: � 54 I 81 ' -6 T.O. W. = TOP OF CONCRETE WALL T.O.F.= TOP OF CONCRETE FOOTING � T. O. SLAB 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE S01! BEARING Q� I T. O. W. = 84' -4 5 � FOOTING 8� � p I CONDITiONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. I I T. O.F. = 78'- 8 S4 � — � � _ � T.O. W. = 80'- 4 I I N o 3. STEPS IN TOP OF CONCRETE WALL INDICATED: � c� - - - - - - � - T. O. F. = 77'-8 I I I N 7 ao N 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION I I � — � — � WALLS UNLESS NOTED OTHERWISE. dgS(9�ed by JAH Sa 4" CONCRETE SLAB ON 4" CLEAN STR I I B I GRAVEL BASE ON UNDISTURBED 3 I I 5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTiNGS ARE 8" drawn by 16'- 0" 19 - 11 1 /4" 2 3/4" STRU�CTURAL �FILAPERDSOIIS S4 THICK x 16" WIDE UNLESS NOTED OTHERWISE. CI12CI(2d by � ENGINEER. REINFORCE SLAB WITH I I 6. DO NOT SCALE DRAWINGS. i 6x6- W1 . 4xW1 . 4 WELDED WIRE iSSUed j °0 STEP I I $ FABRIC THROUGHOUT. PROVIDE 1 " 7. (E) REFERS TO EXISTING CONSTRUCTON ( - - - - - - ), (N) REFERS TO NEW ( ) . T. O.F. DEEP SAWN OR TOOLED CONTROI I I PRICING 03 /11 /05 S4 JOINTS AT 75'- 0" MAXIMUM 8. VERIFY EXISIING AS-BUILT CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY STRUCTURAL PERMIT 03 /30 /05 2 I SPACING EACH WAY. I I ENGINEER OF VARIATIONS FOR RE-EXAMINAl10N . T.O.W. = 86'-8 T. O.W. = 84'- 4 S4 T. O.F. = 81 '- 8 T. O. F. = 80' - 8 I I 2 T. O. W. = 85'-8 T. O.YFy. = 87-8 REVfSiON 05 � 9 �`J I - - � s� sa T.0 F. = 80'-8 I � SPREAD FOOTING SCHEDULE � — — — — — — — — — � — ' .— —� � � _ _ _ � I j TYPE SIZE REINFORCING — — — — — — — `� A 2'- 0 x 2'- 0 x 1 '- 0 (3)- #5's x 1 '- 6 EA. WAY - - - - � - - - - - - 7Ep - - - a ° T�� z °0 J T. O.F. (10)- #5's x 3'- 0 SHORT N N � � I I 1 '- 4xt '- 4x4'-0 PAD AT B 3'- 6 x 7'- 4 x 1 '- 0 i o � (5)- �/5's x 6'- 10 LONG A N A A GRADE w/ ( 2) CONT. C 3'- 0 x 3'- 0 x 1 '- 0 (4)- #5's x 2'- 6 EA. WAY � � � #5's TOP & BOT. AT D 3'- 6 x 3'-6 x 1 '- 0 (4) - �5's x 3'- 0 EA. WAY sheet � � FOOT OF STAIRS 2s'— s° s�- 2° s'— , o° L � , z'—, o° L� L o 35'- 6" >' 25'-8" 6� ._ 2� S4 s � JOB #0405 - 08 � � NORTH C~ � � — t — � � — i — T � i � � — ► — � � — i — � � — � — � � � ROOF FRAMING PLAN SCALE : 1 4�� _ , � — o �� x � � �, I I � I - - �— E � — I- 3 �— — � - -I_ — � — � - -I -�� — � =3IZ — � - -� — � - - t - -f— � I I ? 2 9 .e.. � . i — � � - - — — — — — — � PLAN NOTES: � �'"F o.«...•:,a� �>� i — - - - - — � � — T � i i � eN� -: I I , f� I I I I I I �i � i � I� � I I h I I I I I � , I I � � � _ = I I � � 1 . EXISTING POSTS BELOW ARE INDICATED: � NON- CONTiNU0U5 POSTS FROM ABOVE ARE INDICATED: � �-:^=� � � I I I I � I I SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 6 I I � II I l I I I I �I� I I Ii J I I I� 4 I I I I I � I I I 2 (E) REFERS TO EXISTING CONSTRUCTON ( - ), (N) REFERS TO NEW ( ). � � � j � � � � � � � �� — �I - 1 � � � �� MAY I 6 ��: I d I � - � � � I 3 ENG NEER IOF ARIATIONSTFOR REnEXAMPNATlONO CONSiRUCT10N . NOTIFY STRUCTURAL � � � & � � � � � � � I � _ _� _ � � � � �� j h � �� i �� — � I � � � �� j � � � � � � i � f o� � � Sn. BM .^ PER PLAN � � � � G� Q°�� I I I I I �I� - -I - � I I I I� , I I I I I I , I � � � � o � � (2)— 1 /2 m x 6 ' L A G S � I L`�1 I �I I L - - - � I I I I I I Z � z M M I I I I (E) RIDGE BQAM I I � I� _ _I _ �(E� RIDG� BEAMI I� I (F�) RIDGE BEAM _ I I I p p � N � rnrn BUILT-UP S�D COL. I I , I I I I I b�� I I I I p�� , I I I I +,� I I Z �' � � o a PER PLAN -�-r� � I `t�.1 �F, e I � � � CONNECT (N)6x10 TO (E)STUO PACK � � a°o � �� I I I I I I I I I I ( I I� � I I I I I � I W/ s/s"�x 1 '-0 LAGS � za" o. c. � c I I � li - � - I � I � - � � I i -� -� - �i i� - li I I I I I I ! � I I COUNTER SUNK 1 " INTO (N )-6x10 POST Z �o� 8 SCALE : 3 4" = 1 '- O I I � � I I I I � � I I I I I � � I I� � I I I I I I � I I O � n � � N 53 I ii II i � ° a �o �, �, I I ; p I I I I a � I I I I I � I I� ; I I I I I � I i � m � ^^ II ; � I I I I p � I I I I I I I� ; I l I f I � ; I I � : � Q ° a i I ; N I I I I p � I I I I I I I� ; I I i I ! � ; I I Y N a � �� I I � I� � -Efi 1-� � - - � —� ��- �- —� — � — �- —� s- t - - �- - -� - - t - � � JI I � � _ � _ � � _ � — � � __ � — � � � _ � � � _ � � � _ � � —I � 0 . '., � 2x DKG. PER ARCH . VARIES .l r - —�—= - 3- - - - - - - - - - - - - �-_- — � � - - - - - - -� . � T. O. DECKING � � � - � � - - - � f - - - - - �T - - - - - - - - - - - - - YI b O per,�. ii � � � � � � i � � � i � i � � ^d i � � � � � � I � ii , 2Xs � � s" o. c. � � � j— � — � � � � � � � /� I � NORTH � � O (2)- 3�4"0x 5" LAGS ( I � -�-� 1 � \ / �z>- zX, oeEAM ', � � � — � — � ; ` , , ' � � UPPER FLOOR FRAMING PLAN S � A � E : � 4 �� _ � � — o �� , � � � 6x6 POST, NOTCH FOR BM. BRG. _ �I � n I � �� I � \\ / / I � PLAN NOTES: ,�,� r� I � I I � r � ` I DIRECTION OF � � I ,�,� � - I I � I I I � - - - 7 (E) 3x DECK NG � � 1 . EXISTING POSTS BELOW ARE INDICATED: ■ NON - CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � e � � � � I I I I � � � - � � ' � � li SlNGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATEO: � !�q O � 7 SCALE: 3 4" = 1 ' 0" II � � I I I � �-/ - - - � I \ �, / I 2. (E) REFERS TO EXISIING CONSTRUCTON ( - ). (N) REFERS TO NEW ( ). � � � 53 I � � - -_(E) BEAM __� — �_J I _ — � (E) BEAM — — — — �� — — - - - - - - - - - 3. VERIFY EXISTING AS-BUILT CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY STRUCTURAL � � � � � � I QOy� QO�� // \ � GO�� I ENGINEER OF VARIATIONS FOR RE-EXAMINATION. � � I I � �F,1 F,1 / \ �, � I � �+ � L� - - -� � - � � C- - � r - � (E) BEF�M TO BE R��r10VED l p� ~ �O 4'- Ox4'-0 PANELS CONSIST OF 2x DECKING PER ARCH. I � � I I I I I � � � RIPPED 2x8 CEDAR SLEEPERS �16" O.C. & 2x CEDAR RIM EA. SIDE 3/4" PLYWOOD PER PLAN � I � � I I I � � / ` I � w SLOPE 1 /8" PER FT. _ I � I I I l � � / \ � � � Q ' '"'� 91 ' 6 .� / \ � C� T. O. DECKING � I I I I I � � � � � RIPPED 2x CEDAR SLEEPERS '� � EAST END I � I I I I � � � � � 2x DKG. PER ARCH. � 16" O.C. IN 4'x4' PANELS � � 90'- 11 1 /2 i I I I I I i / � � I WATERPROOFING & FLASHING � .. 4--I L _ _ _ J-L _ J L J L i _ � _ - - - - - - - T. O. PLYWD L - - - � - - -3 - - _ - - �- -� - - F= —� - - 1-- - - - - - - - - - - - - � MATCH DKG. OF GARAGE PER ARCH . �� EAST END T.O. DECKING SLOPE 1 /4" PER FT. \NAIERPROOFIN � MEMBRANE QC TYP. }� � � - & FLASHING PER ARCH. i ' 3/4" PLYYVD. PER PLAN O 11 7/8" TJI 210 CONT. 1 1 /4"x 11 7/8 LSL RIM (E) DECKING NAILED TO (N) BEAM � � �,y � 16" O.C. , TYP. w/ Sd NA4LS � 6" O.C. TREATED 2x$ � 16" O.C. 0 SOLID 2x BLKG. BTWN 1 3/4x 2x6 STUDS � tfi" SLOPING CONT. TREATEO 2x8 LEDGER 11 7/8" TJI 210 �16" O. C. 9 1 /4 LVL BEAMS, TYP. w/ 1 /2" PLYWD. OR OSB 2x10 � 16" O.C. W FULL HT. TJI BLKG. IN FIRST � / (3) 10d NAILS TO EA. STUD AND $"� 92'_ p 1 /2"� x 4" LAGS � 32" O.C. JOIST SPACE � 48" O.C. (� T. O. DECKING w/ (5) 8d NAILS TO PLYWD. a 6 SCALE: 3 4" = 1 ' - 0" "� 2x6 STUDS � 76" WALL CONT. 2x12 LEDGER S3 M � T�• w/ 1 /2" PIYWD. OR OSB w/ (3)- 10d NAILS EA. STUD � NOTE: F�ASHING PER ARCH . 1 3/4x 9 1 /4 LVL � � NO 2x8 DECK AT "SIM. " A 48" O.C. (E) 6x8 BEAM W/ MC10x28. 5 � SCALE : 3 4" = 1 ' _ p" designed by JAH 2x DECKING PER ARCH. EACH SIDE w/ (2) ROwS 3/4"m g3 drawn by STR � RIPPED 2x SLEEPERS � i6" O.C. w/ 2" MIN. THRU — BOITS � 24° o. c. checked by THICKNESS MADE INTO 4'x4' PANELS w/ 2x (STAGGERED) (E) LOG WALL CEDAR RIM AROUND PANEL PERIMETER 4 SCALE : 3 4" = 1 '- 0" ISSU2d � ss PRICING 03 /11 /05 (E) INT. 3x DECKING WATERPROOFING MEMBRANE 2x DECKING PER ARCH. PER ARCH. OVER PERMiT 03 /30 /05 4'-Ox4'- 0 PANELS � " c,nP REVISION OS 09 OS � T0. DECKING �� SLOPE 1 /8" PER FT. BT� P VARIES TYP ,� o � ER ARCHOFING MEMBRANE T. O. DECKING �` VARIES d� 4x4 SHORING POST 4'- Ox4'- 0 PANELS CONSIST a Q 3/4" PLYWOOD (E) 6x8 RIM T.O. PLYWD OF RIPPED 2x8 CEDAR � Z SLEEPERS (�16" O. C. _ ¢ 1 " SLOPE 1 /8" PER FT. , O T� � � & 2x CEDAR RIM EA. SIDE � o gTWN pANELS, • VARIES � ~ (1 )-6x6x1 '- 6" UNDER EACH 4x4 T. O. DECKING � w SHORING POST FOR TOP LAYER VARIES SLOPE 1 /4" 3 f 4" ¢ ¢ OF CRIB T. O. PLYWD (N) 2x6 � 12" PER FT. PLYWOOD � z sheet STUD WALL = ¢ (3)- TREATED 6x6xt '-6" UNDER 91 '- 0 11 7/8" TJI 210 � 16" O.C. , TYP. � o EACH 4x4 SHORING POST FOR O T�• O T�• T. O. STEEL BOTTOM LAYER OF CRB CONT. 1 3/4x 11 7/8 LVL LEDGER w/ ( 5) 10d NAILS AND SLOPE 1 /4" PER FT. � � 7�g" TJI 210 � � ( 1 )- 1 /2"� x 4" LAG TO EA. STUD � 16" O. C. , TYP. (� 12" O. C. ) Wi0x88 w/ 2x NAILER SHOT- PINNED TO TOP FLANGE 5 SCALE: 3 4" = 1 ' - O" 3 SCA�E: 3 4" = 1 ' - O" 2 SCALE: 3 4" = 1 ' - 0" s3 S3 ss JOB #0405 - 08 \�i . . . _ . _ . . �' '�. ^• J + _ , . ,. . �� _ .. . . , �� . . . . . " � '' '.• C . . . r � . : ... �.. ,' � ` . f � 'i� 7ii �" _ . . . . . . . . - r I _ _ _ _ _ _. __. _ _ _ NORTH ' .. _....W .__--' - - ._ . . . . . .... .—�-- —�'-- -'- -- ,�':'�' - ` ... ..N��`.. _._.___ ____. . _.__.._.�. ____ � ,.,�. _. _ ___ ___ ____.� �:�.__ M A I N F L O O R S H O R I N G P L A N SCALE : 1 4 " = 1 � — o �� N � t � . � . �_ ,_ __ ,� . ,r' � i � ` ._,. _ .__ _ ......_. : .. . .. ...... .. �,...._._. 1�„yl ` � . .. '�.. _......�.,.,.v. . , ............ . . .... . . . . , „ _ r SHORING SEQUENCE: � � ��i � 5 �� -- �--- --°----- - -- -- --'--- - -'-"--"' ' -' ""'��" " ' 1 . SET HOUSE ON NEW EXTERIOR STUD AND FOUNDAl10N WALLS WITH POCKETS FOR TEMP. W8x STEEL BEAMS.. ' - ° ' 2. JACK CENTER 6x8 BEAM SO IT IS LEVEL. __..._ _ - ° - - - - " t" ` -"�`= "' ` °`-�"v-`-" "�"� � "-' 3. PLACE 4x4 POSTS AT �OCATIONS SHOWN ON SHORING PLAN WITH CRIB SUPPORTS PER DETAIL 3/53.. . � � _p^ � � � , 4. REMOVE (3) TEMPORARY WSx STEEL BEAMS. __. .___.___. .�.....____.. _ . . .... _._..__... ._., __ �.�-1 - - - �-•- - - 5. TRIM BACK PER�METER 6x8 RIM WHERE INTERSECTING WITH CENTER 6x8 TO ALLOW FOR PLACEMENT OF MC10x28. 5's. � ~ °� ' ._.. �r � T ;, � ;' , ;. I� i � v N , 6. INSTALL MC10x28. 5's TO EXISTING CENTER 6x8 PER DETAIL 4/S3. N o 0 7'- 2" 6' - 7" 4'- 8" 5'- 3" 5' -9" 5'- 9" --- " - -' '- -' � `- ' ` � f" '"` ` 7. INSTALL PERMANENT CO�UMNS ANO STUDPACK TRIMMERS. � Z 00 �O `O ' _____._..:`-`:.-.---..'-.-_---.-.-_-_--.-_._.___._ ' 8. REMOVE 4x4 SHORING POSTS. Z � � o � � . . . .. . . _ U w I I .. . _ _..................................................._...........................__;..._.._.............................._._..................___._._._._......_........................__.. . p�t� p�+k p�+� . . . ... . p��'k . D� h+� b+� . Dt+� .: .. d4 - '� r f„t .. . . . i . _._ . '. ' � � N � � O^i � (E) 6x8 BEAM �__ , (E) 6x8 BEAM ="' , . ' ' , . � q . � r I � _ '--�- -- -.___ � ` " 4 CONC SLAB PER PLAN � ".... _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' � _ .....� � �— _ _ _ _ — _ _f _ _ _ _ � — ... .. _ . .. .�. � .. ... . .. . ....._ � . '.�. . � F '� � ~ Mlai � t 3 � m m - - - - - - - - �(E) BEAM SPLICE w i __ _ .' - - - .,' ---- - -__ _.____ __. _ ._. .._ __._._.... _ . � 24 O. 0 - #4 DWLS x o J � .. x k c: F r � C m : N � SLOPE S�AB Z �' S 3��1�3 3 1 2'- 0 t 3 , ' ' i � i ' � ,., I 1�� , .`.,7� j r C � ' - - � ' ' 8 1 '- 0 O � n , � .� � . �.� t' , , � �r T. O. SLAB U N ua0i r�i 4 � a ==F. k `-� �- --.` � _ �• - --- - - - -.. .__.i._ ..._.... � ' . : . -- � - - _�- -�- - � � - � e e � � � � ^ co 'D � . � . � _ . . . � � . . . . . O � � � I � H � � H ._. ._ . . . . . . . . ....._.. . , rt 8��- 4 \ . . / ' u/ i � 7 X sY � . ...... .......... .... . ............... .. ... ....... ....... .... . . . .. . ... ............... , T. O. W. �ioiiiii < O� O� � �� +� o rn rn ! ��"��°�� (1 )- #4 CONT. HORIZ. � � m � --- - - - _._ __...._.. _. .. ......... .-- - _ �� • ��! �o x I � \�� i,� ,�, o - rn � ..... .... . . .. '�� ._,. . _: : '. . . ,r'� � , :� � _ � (1 )- �5 CONT. HORIZ. � MID- HT. � N n > �� . ,� . . ._`: " •�-----= , , _ _ : , . . 5 ; .�_...._ ..__ .. . .. _ . _. } _.. .J�4.f . •_ . +�- '` � . � - - �� ^+�--- -- � � .:., n° � #5 DWIS x Io __. , , { N N 4 4" � 48" O.C. i d . .; .._. 6 ..... .... . . . ... . .....} .. . . . . . . � _..... _ ............... . .. _ ,� �. i .. . !; �. __ -_ ______.� __1 _ .._ � _ _ < _ - - -1 - �. _ : 2 - 5's CONT. HORIZ. � .�_. r-._-I......... . : . r.l......... .1 . � � � , i i ' _ TOP & BOT. .. � . . - ' I � � ..�! � I ' °} I ' i � � . . .. 77� 8 . a 0 _ .. i i � • � T. O.F. � , � � �^ 7i E- qr ., >:� �� tr: ? a .. ' : ( ) 3x DECKING = ° ' • i 3 � E _ � . I � . .I �- . , � { � °° • �1� � �� ' . � . . i i I i U . � � � d e a � . ✓ ' � 1 ._!... ._.�_.. . . � � , �._.. .._. _ ..___. � x _.._` . .�.:_. _ - - - 92 - � PERIMETER DRAIN PER � \ ''d Q T.O. E DECKING SOI�S ENGWEER 4� $� 4� W 'p b 6x6 POST ��.z ' — — � — 0 � � � O O � —4" U1 � �1 3 SCALE: 3 4" = 1 ' - 0" � � � Z MC10x28. 5 EA. SIDE 54 � . � � E) 6x8 BEAM W OF (E) 6x8 BEAM � � � u �� MC10x28. 5 EA. SIDE 2x6 STUDS � 16" O.C. W/ � � � EA. ANGLE <,i�i�o�oi�a,� ��a�ayyQ,�,o��,. � �4 SHEA HIYWD. OR OSB �j � ��iJ�ip�i� ��y��OyO�,a � ,, ,, � ��@,�� (2)-L3x2 1 /2x1 /4x0'- 5 1 /2" LLH `%"�o �°:a� (ONE EA. SIDE OF TS3x3x1 /4) Z �� .�i TS 3x3x1 /4 1 /2" � x 10" A. B. 's � 48" O. C. � O � � 12" 0 CONC. PIER IN CONT. TREATED 2x6 F'� � � PER PLAN i� � � „� 4� 4.� 4,� 6 SCALE : 3 4" = 1 ' - 0" T.O.W. J �/� � o . . #5 DWLS x � �/ 1 � � ( 2)- #5 DWLS x � S4 � 48" O.C. � _ ,� � TS 3x3x1 /4 6 � ~ � I I g " BASE R 5/8x8x0'- 8 GC$ (IF PIER HEIGHT EXCEEDS 4'- 0, W/ (4)-3/4" 0 x 10" 1 /2" EXP. MAT'L, TYP. pERNAR HNEER (1 )- #5 CONT. HORIZ. � 16" O.C. � � w ADD (2)-�S VERT. BARS FULL A. B.'s ON 1 " MIN. SHIM ' HEIGHT OF PIER) & GROUT 82�_ p CONT. L 4x4x1 /4 W/ a � � � . . . a . . . a . . a , • � � � ^ . T.O. SLAB /2" 0 x 4" EXP. ANCH .'s (2)- #5's CONT. HORIZ. � O � � 24" O. C. TOP & BOT, � M _ A SEE SCHED. FOR REINF. °ii�%�r�\�r�� y��o/��. 0 4" 4a 1 /2" EXP. MAT'L, TYP. � � EQ. EQ. '!!�% . • � � . \�� ' � tl 4" CONC. SLAB PER PLAN � ^ � r VARIES AT SIM. 4'+ / �o� i ( ) � � 2' - 0 EQ. EQ. � 80�- 8 AT SIM. < 82'-0 il � 0 2' - 0" 2x4 OR 2x6 BRG. STUD � 81 •_ a � ^ . a T.O. S�AB � � #5's x � � 24" O.C. � SEE SCHED. FOR REINF. � � ' +� BRG. WALL � T. O.F. < , . � O �i 2'- 0 SCHED. WIDTH . � � '�' a0 ° . � ° �� o�°o��o�° � 5 SCALE: 3 4" = 1 ' - O" °j��o�� NOTE: FOOTING DEPTH DETERMINED 16d DRIVE PINS � 16" O.C. i�r� ^ l BY PROXIMITY TO ADJACENT FOOTING S4 i�% �� \L � � MA�NTAIN MAXIMUM SLOPE OF 1 : 1 CONC. SLAB PER PLAN � PERIMETER DRAIN PER 8. $, 8„ O 82,_ O 2x6 STUDS � 16" O. C. W/ SOILS ENGINEER ` J T�.- � S�AB , a a � 1 /2" PLYWD. OR OSB 2'-0" +� SLOPE SHEATHING 10 SCALE: 3 4" = 7 ' - 0" ° a - `� VARIES 'S"'� S4 < < , � T. O. SLAB �`ii"i"r i • - . • < � 2 SCALE : 3 4" = 1 ' - 0" (� � � i � ^ 1 /2" 0 x t0" A.B. 's � 48" O. C. SQ a °�,��i��i� _ IN CONT. TREATED 2x6 �� 2x4 OR 2x6 STUD � � � R BRG. WALL (t )- �5 CONT. HORIZ. ��; �' � �'��'��'' � ; ��/ ... 84'- 4 �,�;� � T.O.W. 2x6 STUDS � 16" O.C. W/ CONT. TREATED 2x6 Ip W/ (2)- #5's CONT. HORIZ. 10" 6 " �� ' � e 1 /2" PLYWD. OR OSB t6d DRIVE PINS � 16" O. C. TOP & BOT _ SHEATHING � i /2" EXP. MAT'�, 'r�. desi ned b JAH � •_ 4- STONE VENEER 9 y y STR CONC. SLAB PER PLAN � 8 SCALE: 3 4" = 1 ' - 0" PER ARCH . d 1 /2" 0 x 10" A. B. 's � 48" O.C. 4" CONC. SLAB PER PLAN drawn b IN CONT. TREATED 2x6 f� (VARIES AT SIM . ) checked by 82'-0 S4 8 G , a ° � T.O. SLAB � STUD WALL CONT. L 4x4x1 /4 W/ ° a 1 /2" EXP. MAT'L. TYP. 82�-0 82'-�-d- a 1 /2" 0 x 4° EXP. ANCH. 's T. O. W. " T. O. SLAB q issued �.. . ,� i ° � va � (6)- 2x6 � 24" O. C. " �4� 4" CONC. SLAB PER PLAN a� � %ii` � ' �� \� � � � 1 /2"�x10" A.B. 's � STONE VENEER %� ��%i�<� PRICING 03 /11 /05 i �82'-�0 � < iii0ib, � ,�� , 48" O. C. IN CONT. , , PER ARCH. rii PERMIT 03 /30 /05 (2)- �5's CONT. HORIZ. < � . T.O. S�AB Y • i�i�� TOP & BOT EQ� EQ• � � TREATED 2x6 f�' #5's VERT � 16" O. C. � . ' ,� �, e . / / � REVISION 05 09 05 OPTION � � ' 4 � ( 1 )- #5 CONT. HORIZ. � ��i�i�� CONT. l 4x4x1 /4 W/ ° �� )-�Y5 CONT. HORIZ. � MID-HT. 2x4 OR 2x6 STUD 2'-0 ��j�� 1 /2" 0 x 4" EXP. ANCH. 's a �� BRG. WALL #5's x 'O � � # < �i,�� #5's CONT. HORIZ. � 16" O.C. � 24" O.C. ° #5 OWLS x I001 ADD 2 - 5x2'-6" � 24" O.C? -� � 8" O. C. BENEATH � 4^ 4� � 48" O.C. � CONT. TREATEO 2x6 I� W/ LOCATION OF COL. �'5 DWLS x I , a g ' 82'- 0 � 48" O. C. IN 16d DRIVE PINS � 16" O.C. T.� g�qg , � SLOPE 6`' e e . . ' . a • a, a . � ' CONC. SLAB PER PLAN ' °' � VARIES ,� . . � a . ., T. O. SLAB � (2)- �/5's CONT. HORIZ. " . TOP & 80T. Sh22t 82�-0 . ° � TOP &5 BOT. NT. HORIZ. 77'- 8 . a. m ' a . d � . � � T.O. SLAB � . � \ a �� ' � ° � 4� : a e T. O.F. � " <� � a . . .d - e • ' . ♦ � e . a ^t . e. ' . . � .— J�I� ..� � . - 78�— $ . � ' . .Q , 8 T. �. F. ° . • . , e '.Q . .• . - c _ . . �� \�\� � � /' o i/ !i � � � � � . . � e . � • ( 2)- CONT. #5�S Ff�OM o0 . � � . //� //� //� �/ i ° . ' • . \ \ \ \ \ � � . .� a �_ .e � � � `��i��i� i EQ EQ �� CONT. FTG. BEYOND ° PERiMETER DRAIN PER 4" 8" 4" '- oi�, ;�� THRU ISOLATED PAD SOILS ENGINEER � EQ. EQ. 4" 8" 4" ( 2)- #5's CONT. HORIZ. �i �� FTG. - SPLICE AS TOP & BOT � - 4 � REQUIRED PERIMETER DRAIN PER OPTION 2 M 3'- 6" SQUARE SOILS ENGINEER 1 ' -4" 1 '- 4" 9 SCALE: 3 4" = 1 ' - O" � SCALE: 3 4" = 1 ' - O" 4 SCALE: 3 4" = 1 ' - O" 1 SCALE: 3 4" = 1 ' - O° S4 S4 S4 S4 JOB #0405 - 08 � � 0 0 � � a n � � � o � ^ o � � � X V � " J '-' c t0 � J O � rn ^ LL � a�o � Y � � � � � C o ° o � f� • — cn v '-� ,-, � \ M .J � O � ^ ' N � � � W O` (/`, � Q� � i � - � � � — � � � � � � � � I \ � � � y \ I � GRAPHIC SCALE \ io o s io zo ao � � ( [N FEET ) � � \ 1 inch = 10 ft. � �[� I \ l ' � LOT 4 � � � � � � � �880 , ° o 0 � � � � � � .. \ �,9 LEGAL DESCRIPTION : a w � � I FouNO PiN nN � cnP � ~� LOT 4 , BLOCK 3 , VAIL INTERMOUNTAIN DEVELOPMENT SUBDIVISION ACCORDING TO THE PLAT Qr � � �-{ , \ �1� THEREOF LESS AND EXCEPT THE NORTHERLY PART OF SAID LOT 4, DESCRIBED AS FOLLOWS : � � � ' ( 1 � � S, oO++ E � � a5 . 31 7882 \ G BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 4, THENCE S3'00 ' 00"E 75 .00 FEET ALONG ~ �/� LOT 1 RocK wA�� N $� 2 � _ �78821 � THE WESTERLY LINE OF SAID LOT; THENCE N81 ' 25 '00 "E 105 . 31 FEET TO A POINT OF CURVE ON ^ !�I I s THE NORTHEASTERLY LINE OF SAID LOT; THENCE ALONG SAID NORTHEASTERLY LWE 126 . 69 FEET � M � O ON THE ARC OF A 155 . 00 FOOT RADIUS CURVE TO THE LEFT WHOSE CENTRAL ANGLE IS r � ��• � �� 46' 49 ' S6 " AND WHOSE LONG CHORD BEARS N61 ' 17 ' 28"E WEST 123 . 20 FEET TO THE POINT OF � � � `./ .-��' / / / 5�� BEGINNING . a � r W � �. o. � so. OZ � � � � � Fo� NO P�N ANO �AP �� / LOT 4 � � ►M-� W C� 5. 00' EDGE OF PLOWED GRAVEL P" \ Q O ^ � � 1 �8� � $� / � \886.0 0. 131 ACRES DRIVE/PARKING AREA � 7584 O • / � � A rT � � !� � �,�� F.�.i..� I � O � O F-�-� \\� \ 7884.5 � O 362 \ � � � � � N N WOOD DECK � / " �� I NOTES : � � O � w FF = 7885.9' \ \ 1 ) DATE OF TOPOGRAPHY: 1 1 /20/2003 F-�i w � T �; - 6 �� \, O � 4 , � � � ' `� 1a8 / �� ( 7885.3 O � h+H � { �E �j9p6` � i � �'� 2) BASIS OF ELEVATIONS : SEWER MANHOLE MH0800, RIM ELEV. = 7875 . 00 ' (ASSUMED) . O OO D / R\D . � � � \ � \ :�� . �0� I l ' 0 7893.3 - 2 SroRV WooD HoME , �' � \ �_ ` � 3) NOTICE: ACCORDING TO CO�ORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON � m � � � / FF = �a&s. z' � � FouNO aw AND CAP / ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN J � D w � � � $$8 �s No 2a325 \ NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE � � m �� 7gg6. APPROXIMATE EDGE OF / THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON . � O ,� I �bZ \ �� DRPIN GE EAS ` GRAVEL PARKWG AREA (LOT 5) �� 7886. 4 /� � � � gg0 4) THE BOUNDARY DIMENSIONS , EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE w O Om � r �� /7 \ RECORD PLAT FOR THE SUBJECT PROPERTY AND TITLE SEARCH PERFORMED BY STEWART TITLE OF � � Z VAIL, INC . , ORDER No. 03033952 , DATED MAY 28 , 2003 . \ � � ` ` �' � � � 135 • 44' 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING � \ ` � S79.2� 12» w \ AUTHORITY. U �; •\ ` � Q � � � � � N � FOUND PIN AND CAP - - � 5 Na �43Z5 a LOT 5 N c _ ��, v n i. LOT 2 � � o � ; � o � � o � SURVEYOR ' S CERTIFICATE � � � � ' I I , SAMUEL H . ECKER , A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE IAWS OF THE N � 0 STATE OF COLORADO , DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND � I � UNDER MY SUPERVISION , AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY \ � ° � KNOWLEDGE. � N � 0 2 � Z LEGEND � �,i L� � JI, S r `'� r � :` � Q w -� -�=.•-. ' � �L �� L � � SAMUEL H . ECKER � ` fc`�.,` : �: o o � C, r �/ COLORADO P . L.S . No . 30091 � `? - iE� MErE� ( E�_�c�� c) • rRtE ( EVERCREEN ; � I SH �� /� FOR AND ON BEHALF OF r � ; �4£ � � `= P� PEDESTAL (PHONE) .��r� TREE (DECIDUOUS) � � � U.. � I _ `c.v GORE RANGE SURVEYING LLC y o � ; �`''�F�,/4-„s-�°9. tv � � �� ''+��'� L '�� ;":' v � � (� �,, , I Q PEDESTAL (CATV) � VALVE (WATER) ' � BUILDING/FOUNDATION G I `. 1 �` � � \\ � � - - � - - - - - - - - - - - - - - - CANTILEVER DECK EASEMENT PROPERTY LWE � PROPERTY LME (ADJOINING) �' m EDGE OF GRAVEL PARKING m � z W O — � � — � � — � � — EDGE OF PLOWED DRIVEWAY 3 V Z EDGE OF ASPHALT Q V O � 0 \ ° � I � � 3 � /� v o `J m � \ � � C,r � % a � I J n \ � J LL � � J� LOT 4 �' �' L � °° '' � c�o � ° � ° ' " � " r=� � � � �� 9 a> > �. �, > a I FOUND PIN AND CAP � � L i,. _ .r� 5, ��nE _ 105 . 31 � �s� � � , LOT 1 ROCK WALL � NS� L G� II ` I s�� --•' � w • �9 _._ ° LOT 4 s, s�. 2 0.131 ACRES � 7t, �03 � 5,706 sq. ft. ' � �s 25.7 �' FOUND PIN AND CAP � o — GRAVEL DRIVE tO- (UNDER CONSTRUCTION) O O O 35.5' I—I I--i A J � � � 1 S.8' �. � V 1� O � I� � I ! _ 7912.3' — O RIDf — � � O � - � U� U O � N ^ � n'- SINGLE FAMILY 25 7' — r . l � �y O RESIDENCE a �� +� �j r O Z FF = 7892.0' � � U M W � ° N - z z m � 35.5 '"— — FOUND PIN AND CAP � Z i— LS. N0. 24325 \ O U a � O m I — p DRAINA�E EASMENT � O O O � \ � I-1 W W O vDi — UTILITY AN , 1 M Q m _� �.� F�.i � a Y Z 12" 13544� � � Q � � � S� g'2�' w \ Z Q � W \ � W FOUND PIN AND CAP LOT 5 r� � � L. S. N0. 24325 F+i LOT 2 � � O I � � W � I zo , � � J ��,� �r� � �� I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS v NOTES: PREPARED FOR ANOY FORSTL, THAT IT IS NOT A LAND SURVEY PLAT, AND � THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, O � � 1 ) LOCATION OF IMPROVEMENTS SHOWN HEREON ARE BASED UPON THE BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. N I MONUMENTS FOUND MARKING THE CORNERS OF THE SUBJECT PARCEL AS ,� INDICATED HEREON. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED � O PARCEL ON THIS DATE, 8/20/2005, EXCEPT UTILITY CONNECTIONS, ARE � 2) THE 80UNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN , � o ,._ HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT PROPERTY. THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY 2 �9 IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND = �l 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT � e W LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN TNREE CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. o o � YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECTIN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. GRAPHIC SCALE � �J eD� �aCFti � � "' v io o s �o zo +0 7�{,---�(!� /_ � �� —�,'FQ � � � SAMUEL H. EC�6@/ ?Q F e O COLORADO P.L.S. No. 3 = °' 3�n91 9vo ,� ( IN FEET ) � •' . >. > m � �" Z2- 1ao� ,"'' m � i � � P � 1 inch = 10 ft. `�'S� °• ,OeO„••°yJ e W a.�� L �I_A�yOf_ � � � " ...h\�`�.?r � �y � NOTE: EXISTING I� STORY STRllGTURE TO BE LIFTED riEw w/+TERRZOOF vECKqyE� AND LOGATED IN NEW POSITION OVER A NEW 2�AR GARAGE ADDITIOA`J J � � ` NSTRUGTION BASEMENT LEVEL cy � � � � � � � � 7882 3' HEI6HT \ _ . ! ROCK Wq�l BOULDER WALL '1 ` N81 '25 '00"E - 105. 31 ' � , � T.O = B35' i � � �� .O LL = 5' � w c� n Q � 82 ¢ c��Q � �� dr Inage � � gg4 78 o ,,, `� gp� _ � � \O � a w � V __ (� � � ¢ �� in � LINE OF EXI IN6 � '.. VJ� 2: 1 SL � o �� R°°F � A e�� _ � vJ � , 15,-0� drive � � $a eo.9� \ w � K /� �J O ' —� ARAGE 6ARA Il / � /2�.3%{ 6RADE O � � EXISTI MAIN LEVEL IS � 81 .0 � /1 (�� Y � ' -- " - � ��Y � [XI T.��_ �- a" r�.rf. _ �BeG'-2 V2' drl e 9T ~r� / d ve M ^ � D K ABOVE � t�r+ rtn Ltve1. HT 81 .0' L� n' � 8 O' ��` /// r'i I ^ I T�B = iey2'- o' As.io9 �912' 28 FT. HEI6HT) I V Q �� 7 � e i � `r � >„ 0.1 1 CRES � ror�. = iee2'-a• (-a2' 1�� ti'L� G,� � 5, 7 6 �sq.ft. L I \ ��A ,�P � p I GARAGE LEVEL � � T� � � T.O.CANG. = VARIES �j � _— �p�S y8Z � � 2_'-H' yEI�HT � / � dr � �uu�� T 81 82' � \ I � � � � ) WI W �/ � �- � " � FLA65TONE � � T � STA�� 1 u � -� �`�(:��' �, Wa e3k � 2: i s�a� s� r � Q � K PA 84' ✓ ✓ ✓ ✓ Q, � � / : 91' 85' . . . — N � 2: 1 SL� � ', � 6RA UTILITY AND DRAINAGE �� T� � �� EASMENT / � ,� � — — — — —� — �rn S79'21 ' 12"W - 135. 34�J EXIST. 5 RE EXIST. TREES 3' HEl6F1� 3' HEIGHT NEIGHT 3' HEIGHT � REMOVE�.ONG. PAD c�{py.�ry DASH TO BE BFIIBVED �� - 7f3g0 �L�DE�WALL BOULDER WALL BOULDER WALL / `� T.O.WA L = ' T.O.WA = 4' T. .WAL = 87' T.O. = 8 ' 2 � .O L = .D.WAL = .O LL = B.O �� 86 �---- L Dy 5 _ � lM � i � �2 S � T�_ 388� — � � � 71 �-1 L. � � K 5 � U (z � ti � $G �s -- - Y� � �� ' {� N � �o2sl �. _ / � 1 � 2 � Z � 3 SU S G � 2Bos' oszZ (��-s� � � � � C' � rl 3 � 3 �