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PRJ07-0318 B08-0101.pdf
T : GENERAL NO ES RV Y:JULY 2008. < . 1. DATE OF SU E . R Y RN R OF PARCEL B NT F UND MARKING THE SOUTHWESTE L CO E 2. BASIS OF BEARINGS. MONUME 0 � ,� AWIN . AND THE NORTHWESTERLY CORNER OF PARCEL B BEWG, N0729 38 E SEE DR G - � ) o . , o r----------.__ •- • -;----�-�._(� � �- 3 `. .7 � 3. MONUMENTATION AS SHOWN HEREON. . 11.6 -_�..,,_ 10 ' .9 R IFICAT IS TO SHOW THE BUILDING 4. THE SOLE PURPOSE'OF THIS IMPROVEMENT LOCATION CE T E : I IN TAILS A AND B ON THIS : , ADDITION:IMPROVEMENTS ON THE EXISTING BUILDING SEE BU LD G DE T WN H R ON. H ET. OTHER FEATURES MAY EXIST NO SHO E E S E F ND REBAR WITH OU I ,, A MIN M CAP LU U • ' _ , ° AT PAGE 326 IS N , �i_ 5. THE WATER LWE EASEMENT SHOWN HEREON RECORDED lN BOOK 220, , LS. No. 26598 • .S'C�IL�' 1 -�O �t ; N „ A Y IM NSION D IN THE RECORDED •- APPROXIMATE IN LOCATION AS IT IS NOT ACCUR TEL D E E EXISTING TWO STORY • ! � UMENT, cv ; DOC WOOD FRAME STUCCO BUILDWG V � ,+ . ADDRESS. 1543 MATTERHORN CIR. � , _ i - 75 _ F.F', ELEV. $02 . ASE II IS SUBJECT TO DECLARATION -0F COVENANTS CONDITIONS + 6. PARKSIDE VILLAS PH � � O ' , R NSTRUCTION Dc ADDI710PJ UNDE CO A R R IN BOOK 683 AT PAGE 309 � � ) RESTRICTI�NS AND EASEMENTS FOR PARKSIDE VILL S ECO DED HOBBIT HILL . , ti '� . � . R AM NDMENTS THERETO. � , AND ANY FURTHE E � . I N REBAR WITH , EXIST NG FOU D 1 O � , _\ O � 2. h 0 BUILDING PHASE I A MIN M AP � LU U C � \` . . , ; _ �o F L.S. No. 26598 i VI AS PHASE II IS SUBJECT TO' THE TERMS CONDITIONS AND PROVISIONS 0 `ti 4 7. PARKS DE LL , ^� .0 � K 74 AT PAGE 449. , `""' T R D AUGUST 24 1995 IN B00 6 A M NT AGREEMEN RECO DE E SE E � R AR WITH �i . FOUNQ EB � AWMINUM CAP . , N �i- PR P RTY L.S. o. 26598 » AR H F TH SUBJECT 0 E � FRMATITESE C 0 E 4 V YWG INC. DID NOT PER 0 L � 8. PEAK LAND SUR E � � O.3 -: . � 3 0 Q E , _ � _ _ _ 4 9 .o R . R ORD DOCUMENTS U 5 . A M NT R RIGHTS 0 F WAY OF RECO D EC A I H OWNERSHIP E SE E S Q T0 EST BL S , N rn � �, ; _ 0 5 ' . . E 62. . \� 0 MPANY OT 5 3 A P AT WERE PROVIDED 8Y LAND TITLE GUARANTEE CO L 49 n UTILIZED IN THIS FIN L L . 85 N . '- A R R No. �- N 14 �07 AT 5.00 P.M. ND LOT 6 0 DE , , ORDER No. V5�019690 DATED JU E , 2 , , „ o; . ` n � P M. � �t- . V50020333, DATED AUGUST 02, 2007, AT 5.00 . . p _ _ , z r- � � , _ �i- o . ' 7. o .s, 0 �,, . 0 : � � rn RA 0 LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED � . 9. NOTICE. ACCORDING TO COLO D � o , O ' . N ' ' f ' AR AFT R YOU FIRST DISCOVER SUCH . cx THI URVEY WITHIN THREE YE S E \ �r UPON ANY DEFECT IN S S , \ c,� o � ANY F T IN` THIS SURVEY BE a � 1.9 DEFECT: JN NO EVENT MAY ANY ACTION BASED UPON DE EC I i � , _ `-----------.-__._ � \ , _ , COLUMN DETAIL TYP. � RTIFI ATI N HOWN HEREON. m � ) 9 .1 , H AT OF CE C 0 S COMMENCED MORE THAN TEN YEARS FROM T E D E `c ^T� � � g BUILDWG 6.4 � LOT 4 NOT TO SCALE � � � � ° ADDITION � � I � 0.0746 ACRES cn UNDER ^, � . . . . . . . . . ��� N �� . . . . .. . . . . . . . . . . . . . . . . . . .. . . .. . . �. . �.� � . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . � �. ' � � . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . ' . . . . . . . . . . . . � . . . . . . . �� . . . . . . . .. . . � .- . . . . .. . . . . . . . 'V�. . . . .. , . . . . 1 . .� . . N . . .. . b . . . . . . . . . . � . o CONSTRUCTION 2. r.. ) � 0 � S . N � i O p �. �• .- . . u p � . � � _ � � � � S' 01 28 5 4 , 0. co _ 9 E SJ7 � . 6 ` � , _ , c.� � 6 . • � . A 0 co w 9 � � J . cD . , . p S . . '- � , � 0 X N . . O � ' � s � _ � O N \ 6 .� ' � ' � . � � .6 � c $. '^ � � . . , . . . . . . . .. . . . . . . . . . . M �.. \. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V! . . . . . . . �7� . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . � . . . . � WATER �INE EASEMENT 4 , 5 2 5 / . . 0 _ 5 �n 3 _ u E , _ fl . . .5 3 2 � 8.02 • W 6 �' ' RECORDED IN BOOK 220, PAGE 326 49 30 , , r� 10.0 , �r � 85 � ' S 1 . � 5 6 N .3 -------_:.._ .0 � + _ � 6 SEE NOTE 5 I .4 � � , „ �-----...__ . - _ . -�-_J ; _ � _ � I 44 51 14 / . � -0 \ V . ERH , I .� � AN 7 � _ � .66 , _ R 2�.00 � _ n : 1 co . � , , , --, I _ �" . � , .- o o c� 5 _ .4 . L 15.66 : cn . 0 / � -� \ N . � � c.� I N - ` � w _ rn 1 ( � � LC 5.26 � �" . ; c� . , „ � Z . OC. cr LOTS 1 2 3 ; > > , _ LOT 5 _ � _ \ � N 9 W c� ' CB 28 02 0 � � w � i � I 1 ' � . 7 ACRES _ Q' 0 0 32 . COMMON PARCEL w � � � i i . ) � , : I mW � i �. , i / . . . . . . .. .. � ... . . . . . . w � . �� �� �. �. � � . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . � LL. � � � . . . . . . � - . .��� � w- � �� . . . . . . . � . . � �h . Z I ` V' f � W O N . � d- 1 , O � � � � tn o o . � � _ (� N w O . O � � CP . � (n . / � . � � C.r� c0 CO I �/ W � � 2 �" Q tl- I � mN � . o� . . '� � . N 1 co , � � 1 , (� PARCEL B i N � N 1� . N � 3 . I � . � I MM N AR A � CO 0 E � . � ) ' LJ.J . � , l _ � I : � 1 A R 0.39 0 C ES _i � SEE BUILDING N 0 / z , I � _ , � U � DETAIL A I �' , O / , . � N � � , � I O / �.G� . . . . . . . . . . . . . . . w .... . � . . . . . .. . . . . . . . . ' � . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . ",�^°'R„`-,�: . . . . . . . . . �w - . . . . .. . . . . . . . . .. . . . . . � :.:. � �' . . ) . . .. I . .. . . . . . . . . . . . . . . . .. - . . . . . . . . . . � � � . . � .. . . . . . . � . . . . . . . ..� � � � .� �.� � ��. \ ... �� .. .. . r , .. . . . . . . . . . .. . . . . � . � . . . . � . . . �� . . . . . �� . � �J . . . . . . . . . . . . . ... . . . . . . . '� . . . . . . . . . . . . . . .. . .� �.�� . V . . . . . . IL .14 . : .�l�IL1��1��' .1��'7'�1 � � ► � / � 4 , . � .4 .. � - � � \ � . z � N „ � , 8 4 5 5 5 3 _ , W � \ � 6.4 4 _� � ) 8. � 0 2 . � , \ � _ -- _ ._. _- -_. _ _ _. _ � _ _ . ; � _ , __ _ :� „ O . _ I o , _ a4 4 � O � , f a _ , E � �_� 1 4 0 2. O NT D UTILITY EASEME 9 , �, • � r-�-----------.-_.. - � I 157 59 40 = A 4 _ BOOK 203 P GE 29 � , � � , _ / PA 4 1 R 2�.�� � BQOK 203 GE 3 � , , � � � , � � _ L-55.15 W , � ; LOT 6 - CENTERLINE OF 12 � LC-39.26 f"- . � �� - HOLY CROSS ELECTRIC ASS�C. . 0.0657 ACRES CB-N 84 36 22 W _ � � o ACCESS EASEMENT � . a _ . R CORDED APRIL 23 1998 ; � o E ro : ( � � � , � ' RECEPTION No. 653554 I ) ; � ► � > I . , 1 s ,. iu 84 44 04 � ; I ► E _ 75.50 NI 3 �- �- I , � � 1 � N � � . . ^ � � . . . . . . . . . .. . . . � . . . � . . . ' . . . A . . � � . . . . . . . � � . . . � . . .. . � . � � � . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . � �:• . . . � . . . . � . . . ... . . . . � . . . . . . . . . -a..�.. . . . . .��. �i . . . . . � � . `I('� . . . . . . . . . . . . . . �. � � . . . . . . .. . . . . . . . . . . . . ' . �• '^ . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . � . . . . . . . . � . . . . . . . . . � . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .� �I IryV ... . .. . _! � . . . . . . . . . . . . . . . . . . . . . . . � � . SEE B LD o ; ! . � . ,`-----�---- , . 2 ---_.,--._! ` o �0 2 �� I DETAIL E 2.4 2.8 � h ' � _ � 0 0.9 �� � � � � . , � ,. co • - L0 T 7 S'CAL�' > -10 i W � x 7 A R _ � co 0.09 9 C ES ► 3 : � � .4 h ) , 3 � � � � UNPLATTED . � � � � . _ _ _ o �, �, . Xl TIN TWO STORY , E S G N . � . � h �- 6. „ � � N 84 48 Z :� W 0 FRAME STUCCO BUILDING • i ,, 1 _ , 0 D / , r. W 4 �r - 2.09 � . D� � N cv . ADDRESS. 1543 MATTERHORN CIR. .�y , o � , r. . _ ti � F.F. ELEV. 8031.6 .Dc r� � �L N u N �0 1 ADDITION UNDER CONSTRUCTION � � . � � � ) �L � , �4 EXISTWG . � .8 ) . � „ , , ,N 84 44 0 . i � 16.2 4 Hr _ , ' BUILDING ) 75, , 50 2.2 � AR WIT 4.1 FOUND REB H . � Q i� N 84 ALUMINUM CAP 3p : � 2 6 � W , .S. N o. 26598 - � � 45. 56 . , , _ o N 545116 W - 16.44 DONOVAN PARK - 0 � _ _ � . � � �� ��� _ , : �� 6, 0 VI . � �mG� R� � _ � : : � , � .� - �' �4PPRU1iA�. �: �°�'AF � � _ ,, �. , , � _ , � I IN . � BU LD G $ � S 8 . COLUMN DETAIL' TYP. e _� � � A ITI N (.3��'�. --°�-�� DD 0 , NOT TO SCALE , R 3.0 , � UNDE � � � 4 � � , CONSTRUCTION �' c , ; ) �,�� ..r �_ _ . 2. , : 0 0 : � • �� -_ , �. N . ,, , 6 .� d , , � � . � � � . O � . . � � N . O � O N tD (� , . ; � � .6 , o A I RTIFI AT U ; IMPROVEMEN.T LOC T ON CE C E 9.0 � � ; ... , 0. 6 < ; � 2. . 0 o� , `�. 2� . G 2 U A ; • I A R PA . •- o . i, I IMPR V M NT 0 ATION CERTFICATE W S P E RED I HEREBY CERTIFY THAT TH S 0 E E L C , � � '- . , . , . . co , H M , FOR WOODSTONE 0 ES � . , � I , ; n, � , ___.___�. y�,� y�'� ' ,; THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS 14,8 - , � �t�l� M 1°+1 V 9. T'�� _ _ ' -� NOT TO E RELIED UPON FOR THE ESTABUSHMENT OF FENCE BUILDING OR OTHER FUTURE D '� `�' , .. B , ECK . : _ :M.. . � . . . . . � . � . � . � . � . . . � . . . . . . . .. . . .. . . . . . . � . . . . . � . . � . . . . .. . . . . . . .. . . . . --._ �: . . . . � . . . . . . . .�_.. . . . . . . .. . . . . �, . . .. ... . .. . . . . . . . .. . , . . . . . . . . . . . . .. . . . . . . . . � . . ,-�_ (��' . . . . . . . . . .. . . . . � . . . . .... ,,: R V M NT IVES. , , �r IMP 0 E E L � .. , ,15 i , c� .3 L=J � ` , M N TH A V DESCRIBED PARCEL ON , o I FURTHER CERIIFY THAT THE IMPROVE ENTS 0 E BO E , o i ��. . N .. . . . . . . . � . � . . . . � . . � . . . . . . . . _ � . . : . . . . . . . .. . . . � . . � �. . � . . � . . � . � .. � . . � . � � � � . .. � � � . . .. ,i WIT IN TH THIS DATE 07 �0 08 EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY H E � � � � � _ ..� . N BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS � � GRAPHIC SCALE UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, - C E � � IMPROVEMENT LOCATION CERTIFI AT � 2 0 0 - 10 20 40 EXCEPT AS INDI�ATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY . � R I PAR XCEPT AS NOTED. LOTS 5 8C G EASEMENT CRO�SING 0 __ ^ �� G ANY PA T OF SA D CEL, E , , = _ n,n4 '� s:�., , `� ' � e� �: , � , .; ,... �,� � . ,, � �.�A� �� - PARKSIDE VILLAS ' - PHASE II ch. ;, .; ..,. � e° �� f , ;. �,, °b�� .� �'��Am� ' m ' :,, � � lt' _., :, _.. . • (� m � ,, � ' �. .. __:. _ IN FEET G' �.,:., ,, DATE.- ' ----- =� �' ° ---------------=------- - �r , � ., � t ) -- RESUBDIVISION OF LOTS 5 LOT fi & PARCEL B ��� ,;., � �o , A > � G . , : . r� � .,,y. . ;,. _ ___ NT BIGGS' -; 0 ft. . � _ 1 inch - 2 r ,,.,. ., .. .. . �.. ., _ .:._ B ,.,.:, ,.. ,. .., .. _ ,. .,. . _.._,. ,.. .....,. . � ry_ . �oRAOO P.�.s: No. 2�sss EAGLE COUNTY COLORADO � ,���.. M,, , �e �s TOWN OF VAIL, , m .> : � ,,d m � . , PEAK �AND CONSULTANTS INC. , �. . BUI�1>I1�G 1��'��lI.L B �s � , � � l J w _ �` . (�/ . • / .. s •. .� � DRAWN. JVK III REVIEWED. BB � PEAK LAND 'SURVEYING� INC, J' •s.. o � m A` /� S , � - - - - N o SH EET 1 of 1 ', 970 476 8644 FAX 970 476 8616 �� �A\'� (p- .� . � � . . . . . . . . . . . � . . . .. . . . . . . . . . . . . . . . . . . . � . . - . � . . . . . . . . . . . . . . .. . . . . . . . . . . . . . •� . . . . . . DATE, 08 06 08 PLC ;JOB , 1633 �-+ 1000 ION S RIDGE LOOP VAIL CO 81657 / / � � L . 0 c m .. , i n , .. ' p a V 1 � �,a � r�. K � � 1 � � � _ ������� I �����` : �� DO NQT SCALE DRAWiNGS N c�7 ry `�Bf�.yA1f�ftf ►f�+I �.I[� r+h �ryl�A�[- AA�ry �I�9II�^y ,nA�jI�1� �yA� cL] - uL YLf�1f I �nLi VYM�I�Jl�IM]r 1+�1���IIVeYJ MI�U V IIU I d� ��1.�M 61t11'�� �lf► °� o�'a rtW� Jf7� 513E P�IOR T� BEGINM9H� A�lY Wf�RK OR qRD£RING `� - t� � �� ° ANY 'MATERIALS. NOTIFY A�CHII�CT (}F ANY C�NFLIGTS OR n, � � �, DfSCREPANCIES IN THE D4Ci�MENTS IMMEDIA�ELY. " � �' ° m � mm � 03 AR�AS DF GONFUCTS OR f11SCRE�ANCfi�S MUSI' B� �LC�Y ° ° � � � � � � R�SC1LV�p WITH WR�1lEN APPRDVAL FROM 7H� ARCFifi�CT BEF�RF GO�ESTRUC714N CONIIhlUES II� Ti�aS� A�EAS. 04 PLAN ilIME1V51(�H5 ARE TQ FACE OF 5TL1D OR FACE (?F ��iVCRET�, U�} 1 �—T� ���T��TI��I� � � ���� 1f �I J... ��.J . UNLESS {}THERIMSE MDTE�. SEC1�Q1� AiVD EL�VAl10iV Qih�E�lSIONS ARE TO TiIP -F�-�+ 1 1 OF CONCRETE, TOP QF PL'�'Y4'��D, Oft �TOP aF WALL PLAT�S Ol� BEAMS U�LESS � l�C.�T �, ��'�.�C�I �� �'I����, 1'��TT��1��#��:�1 "'�'! ��.�C�� ��,����E ���a, c� � � �35 PR(3VID� A�LL NECE55ARY BLQC}CING !�J STIJD WALLS AND CEIUNGS. LOCAi]ON5 •""' INCI.UQE �UT ARE �IOT LIMII�Q Tf} CE�LING RND WALL '�{IUNTED Fll(TURES, � T(}II.ETS, T411,�T ACC�SSORI�S, CABIC�E�Ri Y, COUNTf�TflPS, SHELVES AN� �...�1 CL(?5ET R(1DS, ExTERI�R S�GNAGE. � {�fi Q ��1�OTE5 DO�RS. REfER TQ FLOOft PLANS FaR LQCATIDNS. REFER TO DQOR SCHEDULE FOR Df7�R T1P€5. Cl7 � DE�QTES WlNd��S, R�F`�R T� W{N�OYVS AHd FLQ�R f'LA�1S F(}R L�CA�1[INS. REFER TQ WINDflW SCNEREIL� F{7R WiN[Jf7W TYPES. � ' ' � f ' � I p$ COORI]1l�ATE ALL ELECTRICAL ANa h�ECHANlCAL F3}[NRES T(� FI� Yr�T}-II�I � """` � � � f� r-- ! �J / ! i / � � � l �CEIIJiVG� FI.��QR AND WALLS SPACES, VERIFY L�CAi1�QNS WI�I-I AF��NiT�C7. 1 � � % � . � ������ � i � � ! � , +r , � l ` -� f / �- �-—. � � � 1 , ,I� � Q9 ON Tk�E E'�IT THAT AQQITIONAL DETAILS �R GUiDANCE fS N��pEd EY TH� � � / � f f CON�RACT�R FQR CCINSTRLICT�C�N (}F AI�Y A5PEC3`S OF THIS PROJECT, TFiE �"�` y. � tl�, 1 � �I � � j/ � /' � �r(G�?MNIOI*C Af�EA�1 1 1 1 CONT�iRCTt}R SNALL 1MM�QiA1ELY iV011F�' �tE A�tCH11EC?. �'AILU�E �� GIV� � � � f � I � � � � � 1 1 ���5 � AMPLE N(�T10E SHALL RELIEVE AR�HITEC� O�F RESPONSIBILIFY. � � r 1,�.�7T � � � �f ` �' � � � a.�a o � f � � +� o.Q-r�a��ac�� 1 I i, � � f +� I � 1 C] T�SE CONTRACTOR S��ALL 6E 'R�SPQNSIBtE FD� SA�SFl�NG ALL AP�FL�CABI� t� �+ ;� I � C / /� � �f � �� CODES AN0 OBTAINING ALL PER'MIl'S AI�D RE(�UI�ED APPRQVALS. THIS �����----- � � !� I f �I PROJECT IS GOVfRNE� 8Y THE IN�ERNA�I�NAC BUILDING C��E, ���63 �.�� []F ��. 1 � 1 � ,�,� �,`� � 1 � � I � � EDfT!{}1V. CQDE Cfl�PI�ANCE IS �4ANDATORY. THE CONSTRUCT��� DDCUMENTS /*�;�. �r � � r � . I ►� SHALL Ni7T PERI�Ii W6RK THAT DflES N�T CdI�Ff�R'M T� A�L REL�VANT l�; l � ��� --� � � ' — _. .� �J 1 • f � � � l CaD�S r�I�LU0ING �B� A�a ALL L(�CAt ANQ R�GI�NAL CQaES. � � d I� � � � 1 � ' � � � '� .�� 1 � � 1 1 �/ ,I ' � �` ' � � � � � , • f � r . . � :n--� I � �' � f � 11 THE C(}NTRACT�]R SHALL �TELD C�7�R�fNATE AhlD QBTAIhf APPRQVAL FRUM �`�,.� �� � j ' . --- . . � 1' 4 � `•�. 1 � j /� THE ARCHIIECT & �NGINEER 8EF(}R� A�fY CUTTI�lG, N07CNfHG Oft �}RILLaNG `�U � � ` 1 ' ' -�-� � '�-�. I � � C OF ANY CAST-IN-PLACE CONCRETE, STE'�L FRAMI�lG, (�R A�JY flTHER - -_: {� j I , ---, :a � � � � �T � � /� SiRUCTURAL ELEI�EN�S WHlCH I�AY AFFECT 7HE STRUCT�I'�AL INTEG�tITY �F � � f � f J j� i iH� Bu1LDlNG. ' �- • • -�, . I � fi 1 � -_ 1 � ! � � � --— -- � �' � ' �- l • `° � �~�— � � �f f l� � �f`----.-_� � `,� � !� r 12 THE CONTRAC7t?R SHAIl V�R9F�1' ALL EX1STlNG GftdI�ES A�#� STAKE OUT THE ,� � � --��°-�•-��- . .� r �r � � �,� � � � � / � BUILd1NG �(3[ITPRIN� ��'� OWNER A9VD ARCHiT�CT APPR�VA1. PRIOR T� ��� =4_=-- +� � ! r �/ . � ---- �L. .� ��cirru9r�c Ar�r si� wo��t. - �_, ' '(] � � I /1I ° � 1� , � � + � �,�' � J I' 1 a IF fS THE INTEt�T AND M�AHING OF THESE �CJCU�fEN�S �iAT THE CON�RAC�DP, � -� --� � � r � � . '� f ANQ �ACH SUBCON7f2ACT0� P��QVIb� A[.L I.ABOR, �CATERiALS, TRANSPUR�ATION, �. � � � +���� �r r � � 1� �f � � SUPPLIES, EQUIP}�EiVT, ETC. T(J OBTAIi� A CUMPLETE Jt�B 1"f�T}il�! 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L.� � � � - COPYRIGHT 2�07 ' : � O ]Urk Aker Architects Ina � ' DRAWN: RDIAB i � � �������� ���� � �� � T�0�1N u _ � �� � SGA�L�: I 4 - I -O / 0 �.... ..�.�.��T.�T.v,�.��.��_..�.�_�..�,�.�...�.._.�.,,,A�� _ - �....�,.�..,-,��,...�.,�...�„ �_ _ .. ...k, I A4A , , ; 5NOW GLIPS PER MANUF. .. . . . . . . . . . . . . . . . . . . . . . . . . .��N� � . I REGOMMENDATIONS � I � ' � � N � o � . . � � . . . � . � .. � � . . . .. . . . . . � .. � � � . . . . . . . . . . . . . . . . . ... � �. .. � P�+ Cn C�D.N . .. . . , WEAI/E IN NEW N o � °' x � o 0 � . . . . . . . . . . . . �: . . . . . . N . . , . . . �+� � . . . . . . � . ( . � . . . . . . . . .. � SHINGLES TO MATGH m �, � EXISTING o Q o .. ; a w rn � I : „ _ NEW GUTT�R AND ; . , DOWNSPOUT WITH Fl , � HEAT TRAGE � , V _ , � . . , . . . . . . . .. , .,:• . ., .,. , ., : .,, -�.-� WOOD HEADER TO • . : .. . . .. . . . . . � . , ,• -- ; ,. • , • •--� MATGH EXISTING ... . . •. . .. : •.., ,� •', . • , � . . � ,. .. .. . . . . . . . � ' ,ti :. , . . . ; , .. . . �� � � � � � � . . . . . :.. . . . ... ., . . . . . . .. . . .. . ,• • . ., . , .,. .. . E . . INE OF EXISTING . . � . ... . .. .. O ••••• • .. . . . , . .. . . . . . . . .. . . . . . . ti .. , . , . RE-BUILT DEGk : .s . T.O. P YWD , T.O. PLYWD L , �_ � �_ �� .�. ,.,,.,,,,., � , EL. IOq O EL. 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ADDI D ' �' ' " � ..'�.'•••• •:... LINE OF TION AN � � -• • - , ,,; . . . � .•. • . � . . � . . . . . . . . . . . . . . . � . � . . . . � . . . � . � .. � . � . � . . . . • . • • • . �1 • .. . . . . . � . .. � . . . . . . . �,��. ROOF BEYOND :. . . . . •:. . . ., . . . . ,, I� � � , .. . .. .. • . _ .. � • �' . �'� '. • �. .. ��.�'•. . �� • '' STONE B1�5E - WINDOYVS TO M�4TGH . •. . . •• • • •''••�• , ,° , • . • .. � .. •. . ,.;., ...' .� . . DETALING Tb C ... ..; , .. 0 Q PREYI OUS LAYOUT . .. . : t l� ., . , . , , � .. .. . .,. .• . '` � . . . MATGH EXISTING' . � •. . . . , .. . � � ., . � .. .: .. '�. . : . . , �-, . . � .. . ., . .. .. . ,. , . , . . � . . . . ,.. . . . . ,. ,., i . . . . .. . . . . . � . . � � ... . . . . �.V• '��� •ry� •• �.� .�� • ' . . . . . . , . . � . . � . �� . � . � . . � � . ��.. LOWER LEYEL . .. . . . � �� EL. 100-O , 1 696 : ,_; . : ON AS SHOWN IN H�TGHED 5AND PP�TTERN �"' ?�DDITI aRE , � �DDITION MATERIALS TO MATGH EXISTING �D � i; � r. �� 1 � Y � 1 I �� S � Y TIO1� '�i���'�v�� � � !� 4 �X I vT l�l6 C'�UT� 1�� � 2 d : „ , �� „ _ , „ _ _ �u SG�L�: (/4 — I -0 . 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' •.. �• ;.. : . . - CONSTRUCTIONDOCUMENTS DATE E�. ioa o . . �� ioa� o° . .. . . . .. . .. . . . . . . • ... .. ... . .. .� .... �� � ..,,- , . , . . .. . .... . . . . . . . , . . 8X8 WOOD GOL. ... • •_ . . . . . . • , - . . . . , ... .. , . , .. . . , . , . . � ., .. . . �' •:.• •• �. ., ••. � ' ••� '• '.•'•� • •' . . •.. . .; . . • ••.. : . .,••. • . • . . . ., . .. . . . . .•.,.. , . „ • ' . • . . . •. . • .. . . . . . . . . . .. . . :,•. . •., . •. • : .•: . WATERPROOF DEGK OYER , • . . • . . . . . • r , .. , . , . . . . .. ... . .., , . •• ••• , . . ,. . . . , ;, .. . :• . . . . . .. . .. . . . . . .: ., . . . B . . .. • . . r . . . . . . LOWER LEl/EL • . • . •.. . . . .. . . .. • G . �.' O • . .. . . . .. : . • . . . . :. . . . . , . . . j . . . . .� . . . . . . . ,� •. •t •. • . • .•� . .. a . +� . . , . ,.. �. . . . .. . . . . . . . . . . . . � ... � . .. . . . . . . . � . . . . . . . . . . . . . . . . � r. . . � �O � .. . . . . . 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I/4 I O �A � _ NEW EX5ITING GONSTRUGTION N � � � , � , o � ; � c� o � YVEAVE IN NEW`SHINGLES TO r� cn � N � � . . ��. . . � � �. � . � . . . . . �. . . .. � . . . . . . . . . : . .. . . . .. . . . . . . . . .. . � �. � � . . . � . � .�. � � � .. . � . . . . . . . . . . . . . : . . . � .. N.� tL) 0 . . � . . . M�tTG� �ISTI�7 i n � n o � N � 2-� 2-� apQrnrn d'� o ' LADD�R FRAMING • ° �- '� O.H. awrn � 4 R�: STRUGT. : �v�o FP�SGIA TO, ----- ---- - --- MATGH NEfN H55 BENT r EXISTING � � BEAM AND BUGKET � REa STWJGT. •�-� ! __ �,,,? �.� NEW ,' � � EX5ITING -l--� i GONSTRUGTION .,.,s i` i � , i : ...� � '; l �XISTING ROOF U ---- - 3.,,,. J015T5 � X E ISTING GLUL/�M I'-I° 2'-O° BEAM �� � NEIN 6x6 BEAMS 8 5PR�4Y ON � EXPANDING FOI�M ` INSULATION - R-56 MIN: NEYV GLULAM BEAM .�. , TO MRTGH �� TE N NEW 2Xi2 515 R O ,,,, 5/8 GYP. BD. "'�-------.e.. , OVER 6 MIL. RC�OF RAFTER TO EAGH EXISTING RAFTER . BREAT�-IABLE �,,, VAPOR BARRIER RE: STRUGTURAL e GUI�TER WITH HEA�T 7i?�GE I �-us� s�t..va�� T.O. PLATE WINDOWS • • • • � TO MP�TGH EXISTING �� 0 l�a 5 8" GYP. BD. OVER 6 '`�' � - / �, � ' �ASGIf� TO M/�TGH EXISTING � MIL. BRE,hTH�hBLE � VAPOR BARRI�R I - HEF�DER R . 1 96 . R.E: STRUGT. .20 6 HEADER T1�PIGAL EXTERIOR � RE: 5TRUGT. FINISH: STt1GG0 _ � ,� ; , �� �� T.O. PLATE FINISH TO M,4TGH . �Q A� . . . . . . . . . . . NEW SLIDING �, EXISITNG OVER - � ��� TO MATGH EXISTING EXISTING WALL TO GLA55 DOOR TO` BUILDING WRAP ON 8E REM01/ED n ,,, I/2 EXT. SHE�hTHING MATGH � �h , I EXISTING WALL TO - BE REMOVED � a ; HE,�DW,4LL FLASHING ` 1,� 2x FRANtED WALL + _ INFILL �LOOR O � . �: PLAN I JOISTS �TJI) --` 2 , RE. STRUGT. � .' �� � 3 4 T "1 G P YWD. � 8 SPtZAY ON / L � � EXPANDING FOAM GLUED AND NP�ILED .-------, � � -- � _ _ TO FLOOR JOISTS f 1 -. � INSULATION R 56 MIN. i i 1 Z � � WD FLOORING"ON � � i � NEW LVL BEAM � i - �� 0 , � 3/4 PLY. � FASGIA TO MATGH EXISTING � � Q RE: SIRUGT. � 12 i � � � i i i EXISTING FLOOR i i DEGKING ON � � �: � EXISTING FLOOR i � . i _ � EXISTING 2x6 6 RIPPED 51.�EPERS i JOISTS J015T5 � � � � T � �RAMED WALL O � � i � REMAIN INFILL FLOOR � � i ,�" � n i i i JOISTS i � I-0 i ,� UPPER LEVEL UPPER LEYEL UPPER LEVEL '� . BEAM � i � RE. STRUGT. L�-- � i �I�I T.O. PLYWD T.O. PLYVVf7 T.O. PLYWD � RF: STRUGT. i _L . . . . . . . . . i _ . (� NEYV LVL BEAM � � TO M�tTGH EXISTING TO M�hTGH EXISTING i i TO MP�TGH EXISTING � #--f RE: STRt1GT. L1/L RIM JOIST � � � � � BLOGKING � — '� , RE: STRUGT. � � TA. PLATE I � V � � �m � � . �I�'F'�D DLGl� � � n - t � x M�lN I�YI� ��AP�I A� . t� ...e.....�..,, fi � � t� �� �,�� �_ �r , �I�TIN� I�1�� � �� �o � � ., , � ..fi , . . . ; . �� � � �, 9'�?U��' ,, �. . _ : � � � _. _ ,_ . � ` � �►'Pt�l� , b I � . OVER L. .J�I�'f� .._ M .t 5'FRUf'.T. BREATHABLE ' RF � VP�POR BARRIER HEAD�R f(� � RE -USE SALYAGED � V/ 2x6 FRAMED WALL , Q WINDOWS 515TER ON NEW 2XI2 RE= STRUGT 2X6 GEILING REt PLAN � > (� EXISTING WP�I..L TO JOISTS [� . ROOF RAFTER TO � � 5/8° GYP. BD. : . NEW DOORS � BE REMOVED EAGH EXISTING RAFTER � # EXISTING WALL TO 1J . O�/ER 6 MIL. WINDOWS TO RE. 5TRUGTURI�L � 6 . I BE REMOI/�D � MATGH EXISTING BREA�THABLE � TYPIGAL EXTERIOR '� '� FINISH= STUGGO STYLE �4ND TRIM 1/APOR BARRIER � . NEW DOORS � � � � 2x6 FRAMED WALL NEW SLIDING FINISH TO MATGH ' „ EXISITNG Ol/ER WITH R-1q BATT WINDOWS TO GLA55 DOOR TO � �� � MATGH EXISTING _ afl INSUL. 6 O MATGH 5 8 GYP. BD. � / HUILDING WRAP ON TYPIGAL EXTERIOR , , „ STYLE AND TRIM OYER 6 MIL. . �� � � R x I/2 EXT. SHEATHING FINISH. STUGGO 3/4 T 7 G PLYWD. I W LOO ING O �-'� BEDROOM #I �� -- BREATHABLE FINISH TO MATGH GLUED AND tVAILED , 3/4 PLY. Q VAPOR BARRIER EXISITNG OVER �' 2'-I° TO FLOOR JOI STS � 6 � P � BUILDING WRA ON �a ,, �XISTING FLODR INFILL FLOOR EXISTING �LOOR � INFILL FLOOR I/2 EXT. SHERTHING , . JOISTS - -- -- J015T5 WITH R-30 JOISTS J015T5 � B/�7T INSUL/�TION RE= STRUGT. INFILL FLOOR SLAB ON GRADE � � � � _ _—• RE: 51`RUGT. ISSUED FOR: DATE: , JOISTS RE: STRUGT. � 1 RE: 5 T. , i i i i LOWER LEI/EL HoA as,2s,o� EXISTING WALL TO LOWER LE�/EL T� LOY�R LEVEL i i i i BE REMOVED � � � � T.O. P WD DESIGN RE1fIEW BOARD 0723.07 T.O. PLYWD T.O. PLYWD � i � LY . . . . . . i i � �_ � - ; ELe 100'-0" . .: I I I � �L: 100 O CONSTRUCTION DOCUMENTS 11,15.07 , • :• �� .a. EXISTING FLOOR •. ., ., : • _ i i , . , i .,;' � JOISTS •. -• NEW FOUNDA�TION • ;.. �� - . • . , NEW FOUNDATION ,,•. NEW FOUNDA�TION i , . . RE. STRUGT. . EXISTING a RE: STRUGT. . . RE: 5TRUGT. i � i '••: °� i .• . . , FXI5TING � i ( •••• • 1 . . . :. � i �,_ _.�_ ,� FOUNDP�TION �CISTING : ., �� • • FOUNDATION �� i .• . �OUNDATION � . I I/2 RIGID INSUL. OVER • l� ,. V.B. AT GRAWL 5i'�4G� :. . I I I I I . � _. GUT N�W 24° X 24" AGGE55 . �.. I�� YY•��� •f.� e . FLOOR - SEAL AT �'TID W.P. MEMBRANE n n . YENTED GRAWL WAY THROUGH EXISTING .. . g i i g . � �,•. SPAGE GONG. WALL GUT NEW 24 X 24 ::� EDGES ...: I 1 ..• V.B. AT GRAWL SPAGE a., . -- ----� AGG�55 WAY ' • .. „ . . I :'••'. V.B. AT GRAWL SPAGE THROUGH EXISTING e . I i/2 RIGID INSUL. OVER �LOOR - SEAL AT , . • � ., • , FLOOR - S�AL AT �• FND'W.P. MEMBt?ANE EDGES . . . I :: • . EDGES coPnuctrr zoor GONG. WALL . : , � •. . C . :• _ .a:- l , O ffirk Aka Architects,]na .. . �ND DRAIN GONNEGT .•: � °: '. TO F>CISTING AND �ND DRAIN - GONNEGT : . .. .'• ••: .; • . .� .. •� :.� � . .. . . VERIFY D�4YLITE TO:EXISTING AND . . ,•.: °• ' ' LOGATION YERIFY D�YLITE ° DRAWN: RD/AB LOGATION �_ �� 6'-O° VENTED GRAWL SPAGE 4 � YENTED GRAWL SP�4GE ��c�t o� 2,_ . NEW : _ 4 I �� EX5ITING 2'-I . �� _ �_ �� GOMSTRUGTION � A4r0 SG�LE. V2 I O � 3 S�G�"I O�l EX5ITING GONSTI�JGTION �� _ , „ � : - -O ���'�I�1� �44�0 SG�L� I/2 I � o „ , „ SG,�LE: I 2 = I —O 1�rQ / � , _ . „ _ . _ ,�,�,�,,,�. .�.,�-� ,: m GAULK - 4" THIGK STONE GAP 8X8 hID GOL. AND BASE GONNEGTIDN PER EXPF�NDING FOAM � - STtZUGTURAL - INSULATION R 55 MIN. � ' • ' • . ' . . . . • . . . . . N � . � . . . � . �. . � . . . . . � . ..� � .. ��. � � . . � . . . . � . � . \ � \ \. : � . . � . .. . . . . . . � . . . . � . . . . . �� .. .. . �. � � � . � . . � � GOMP051TION � �� � . � � . . . . . . . � .. . \.. \ �.� . . . . . . . . . . d. � . . . �. �. . SHINGL�S TO � �„ � ---- � o � . MATGH N c� o �°' .. . . �. .� . . . . � . . . � . � . . . . � . � . . . . . . .� . . . �. � .� . . � . . � . � � � . . 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H55'IOx BENT �„� . � � , � YVEEP HOLES � . , �� BEAM � I/2 EXP. MATERIAL E , � 2x LP�DD R RE: STRUGT. .�,J . RAFTER O .� . . � . . , RE� STRUGT. INI ED RI�DE � F 5H G � . � .� - �XISTING GLULAM .- . • � � . GONG. SLAB ON GRAt�E � _ • � t..� ; � . � RIDG� BEAM . . � �►... � ; . � . � . . ' t.et.' _•".:.y�.�.. ,. � .i...�.'� :..i��.�..:�.n•:•..eC•�• �-;�. �:f..: ::... . ' ,. �...:.rr. •�. e' �r..a�� : � . . . � . . . . . . .. . . .. � . . . . \ . . � ... . . � . . � . .. � . . . ••.. .. . .. • . .3..: . . � � . . . . � � . . . . . . .. . � � . . � . . . . .. . .. . . . . . . . \ . . � . . . . . .� , . . . . . . . � . . .. SLIDING GLA55 PATIO � • . °; CCS . I Q 1 ., DOOR :. ; O I G . � � . . : r FINISHED FL OR N . a . , • .. � NEW GLULAM T� „ � • . ., . . , -- � • . .. ,' . �.- � 2x4 TRIM BD. . . . L�J . � M�TGH .. �. � . \, . b- � \ : \ • \ . „ � , . .,; BUGKET ,� I/2 EXP. M�4TERIAL . . . � ., I - . � . , � . . , RE. STRUGT. , . L_ •� • . � �� 3/4" PLYWD. DFGKING =— ; 4 GONG. 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Q ,' . 4 . ��R > �1 '' ����' t��T�I�. ��T,�I l. !� 6 5 4 Q � " ' n � � n _ � A ■ - � ■ A5A = A5A 5G E: 1 I 2 - I -o � SGAd.E= I 1/2 - I-0 SGP�LE: I I/2 I-0 AL / _ - � � — } � � BEVEL TOP OF 8X8 BEVEL TOP OF 8X8 � POSTS P05T5 —� � � 0 ` � ' � � � � _ � , "� O � . � , � � � '� RAILING GAP AND � � GIC � , Hi4MMERED STEEL DP � � � BA�LLU5TER5 TO M,4TGH � RAILING GA�P AND ' ' EXISTING � � HAMMERED STEEL DEGK ' — � BALLU5TER5 TO MA►TGH 5 IDING GLA�55 PATIO � KI71C� L � E � N D GOR � ' .�. ,w � � � � , ; � �('� lI.I 8X8 RAILING POSTS - 8X8 RAILING POSTS - /� � D GK RAI ING TO MATGH V/ E L � A E TO MATGH H SHAPE TO MATGH 5H P _ EXISTING EXISTING EXISTING � � t,n . . � 4 2X6 DEGKING ON � 4 _ � _ � m m REYERS� TAPPERED � '� � '� SLEEPERS � 16 D.G. � � � �.- . ' 2X8 GURB - TAKE W.P. 2X6 DEGKING ON 2X6 DEGKING ON � - HERING � MEMBRANE UYP AND 51NGLE PLY SELF AD REVERSE TAPPERED 2X8'PASGIA BD. REVERSE TAPPERED ■ �� YVATERPROOF MEMBRANE GOPPER FLASHING UNDER OVER GURB SLEEPERS � (6 O.G. � SLEEPERS �t I6 O.G. �� THRESHOLD - EXTEND — ON 3/4 PLYWO�D DEGKING � W.P. MEMBRANE UP AND � TOP OF PLYWD. � UPPER UNDER THRESHOLD 51NGLE PLY'5ELF-A�HERING L�1/EL 51NGLE PLY 5ELF-/�DHERING .. FLASHING GOPPER GAP WITH DRIP NE T?IPPED 2XI0 DCGK W�4TERPROOF MEMBR� WATERPROOF MEMBRANE EDGES ON 3 4" YWOOD DPGKING " - " �� JOISTS � I6" O,G. - , / PL TOP OF f4) 9 I/4 X I 3/4 ON 3/4 PLYYVOOD DEGKING EXPANDING �OAM LVL PER STRUGTURAL ISSUEO FOR: DATE: INSULRTION AT HOA 03,28.07 LOG�TIONS Ol/�R LIYING -—- SPAGE DESI�N REVIEW BOARD 07,23.07 . , . � 2X8 FASGIA BD. m Y14RIE5 m , CONSTRUCTION DOCUMENTS 11.15.07 � ——— ——— —— — — — — .fl ———————— —— ----- - -------- NEW FLOOR J015T5 - RE: RIPPED 2XI0 DEGK RIPPED 2XI0 DEGK �� GOUNTER5INK LAG STRUGTUR�L JOI STS e I6 O.G. J015T5 � 16" O.G. - SGREV�15 GOUNTER5INK LAG EXPANDING FOAM ' SGREyVS EXPANDING FO/�M INSULATION AT GOPPER DRIP'EDGE INSULATION AT OG�TIONS 4YER LIVING L OG�TIONS OVER LIYING .:.._ .. .. .. ... .. .. . . ... , . _. . . _ ., ..�. ,. : .._.,... .._ ,. ... . :......: . L SPAGE 4 q I 4" X C-3 4" LVL SPAGE � I / / PER STRUGTURAL S�AM - RE: STRUGIURAL , � �� � . COPYRIGHT 2007 � k Aker Arclutecte Ina n O Bir � 2X6 TdG WOOD 50FFIT 2X6 TdG WOOD 50FFIT 5/8 GYPBD (OR MATGH A E EXISTING) OVER BREATH BL , � . VAPOR $ARRIER - 'T�XTURE DRAWN: RD/AB IX TRIM BO�RDS IX TRIM BOARDS , . TO MATGW EXISTING 8-0 T,�I L7� 1.. L'��T�I 1.. ���'�I 1� � 3 2 � - -. � . � _ A� _ ►C n _ � n , n _ � n �•0 SCiALEr I I/2 I-0 I�,J.O �''.J�i�E: � (� — �-0 l`V.� �'.�i/�..�. � ��2 — �-0 0 `, .� � REDWINE . ' , REDWINE ENGINEERS INC. TRUCTURAL CONSULTANTS 150 E. Beaver Creek Bivd, A20 von, Colorado 81632 970 748-0711 N � . . . � . . � . � . . . � � . � � � � . . . . � . M . .. . .,,. . . . . . ., . . . . . . � . . . . . . �. . . . . . . . .. . . � � - . . . . . . . . . . . . � � . . � Cfl . . �, �. . . . . . . . � . . . . . . . . . . � : . ,. � . � . . . � . . � , . . � . . . . . � . . . . . . � � � � . . , . � . � �. . . . . . � � � . .. � . . . . . . . . . . . . . . . . . � . . . . . . . . . . . � . � tLl O � (p N � � � � � p � CC � m � � � C � d Wrn LL l � , ' V ! "�� GENERAL NoTES � � � ._ �� � � 7. F UNDA ONS OOTINGS K. WIRE FABRIC REINFORCEMENT: LAP ONE AND A HALF MESH WIDTHS AT I. BUILT-UP LVL AND PSL MEMBERS: CONNECT MULTIPLE MEMBERS USING 2 V L 6ENERAL SPLICES AND WIRE TOGETHER. ROWS OF 1/2" DIAMETER THRU BOLTS SPACED AT 24" O. C. BOLT HOLES L A. A SOILS INVESTIGATION HAS NOT BEEN PERFORMED FOR THIS PROJECT. SHALL BE 1/2" IN DIAMETER AND LOCATED 2" FROM THE TOP AND BOTTOM ('� A. THESE NOTES SHALL SERVE AS THE SPECIFICATIONS FOR THE STRUCTURAL 1. ) THE OWNER SHALL EMPLOY A QUALIFIED GEOTECHNICAL ENGINEER TO L. NO WELDING OF REINFORGING SHALL BE PERMITTED UNLESS SPECIFICALLY OF THE MEMBERS. STAGGER ROWS AND PROVIDE A MINIMUM OF 2 BOLTS AT PORTION OF THE WORK. I�SPECT ALL FOUNDATION EXCAVATIONS PRIOR TO PLACEMENT OF CALLED FOR OR APPROVED BY THE STRUCTURAL ENGINEER. EACH END OF MEMBERS. CC1�1 TE FOR FOOT I NGS. B. ARCHITECT' S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. 2. ) EE G TE fd1�CAL LL VE T T THE S NG M. DO NOT RE-BEND ANY BARS WITH A YIELD STRESS OF GREATER THAN 40 J. LAMINATED MEMBER SIZES SHOWN ARE NET; OTHER MEMBER SIZES ARE CPPACITY OF THE BEARING MATE MEETS 0 DS THE KSI. NOMINAL. C. CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL A�SUMED TOTAL LOAD ALLOWABLE BEARING PRESSURE USED IN DESIGN DRAWINGS. A� STATED BELOW. 9. STRUCTURAL STEEL K. SOLID WEB I JOISTS: 3. ) TFE GEOTECHNICAL ENGINEER SHALL PREPARE WRITTEN 1. ) FLOOR AND ROOF JOISTS SHALL BE PRE-ENGINEERED SOLID WEB I D. VERIFY OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH SFECIFICATIONS FOR SUITABLE BACKFILL MATERIALS AND PERFORM A. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 50 KSI FOR WIDE JOISTS AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC. , TRUS- � . ARCHITECTURAL, MECHANICAL, CIVIL AND ELECTRICAL REQUIREMENTS. CCMPACTION TESTS ON APPROVED BACKFILL PLACED AGAINST FLANGES; 35 KSI (ASTM A53) FOR PIPES; 46 KSI FOR TUBES; 36 KSI JOIST MCMILLAN CORP. , OR APPROVED EQUIVALENT. RE: PLAN AND FCUNDATION WALLS, BELOW SLABS-ON-GRADE AND BELOW ALL ELSE, UNLESS NOTED OTHERWISE. DETAILS FOR JOIST SPACING AND DEPTH. MEMBERS SHALL BE 2. GOVERNIN6 BUILDING CODE: IBC 2003 FCUNDATIONS. FACTORY MANUFACTURED WITH ORIENTED STRAND BOARD (OSB) WEBS, � B. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, LAMINATED VENEER LUMBER (LVL) OR MACHINE STRESS RATED (MSR) 3. LIVE LOADS USED IN DESI6N B. BOTTOM OF FOUNDATION OR GRADE BEAM SHALL EXTEND A MINIMUM OF 48 CONTINUOUS UNLESS OTHERWISE NOTED. LUMBER FLANGES PER CODE` APPROVAL BY ICBO. SUPPLIERS SHALL ,,,. A. WIND PRESSURE PER IBC 2003 INCHES BELOW ADJACENT FINAL GRADE. FURNISH ALL MEMBERS, WEB STIFFENERS, BLOCKING PANELS, END - C. WELDERS: HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A. W. S. BLOCKS, JOIST HANGERS AND MISCELLANEOUS ACCESSORIES. THE 1. ) BASIC WIND SPEED (3 SEC GUST). . . . . . . . . . . . . . . . . . . 90 MPH C. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS OR GRADE BEAMS QUALIFICATION TESTS. CONTRACTOR IS NOT TO CUT, NOTCH OR OTHERWISE ALTER THE 2. ) WIND EXPOSURE CATEGORY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B UNTIL ERACING FLOORS ARE IN PLACE, OR OTHER ADEQUATE BRACING IS MEMBERS WITHOUT THE WRITTEN PERMISSION OF THE STRUCTURAL . 3.) WIND DIRECTIONALITY FACTOR, Kd. . . . . . . . . . . . . . . : . 0. 85 INSTALLED. D. SEE ARCHITECTURAL DRAWINGS FOR NAILER HOLES; ATTACHMENTS, ETC. ENGINEER AND THE SUPPLIER. 4. ) WIND TOPOGRAPHIC FACTOR, Kzt. . . . . . . . . . . . . . . . . . . . . . . 1. 0 , ... 5. ) WIND IMPORTANCE FACTOR, Iw. . . . . . . : . . . . . . . . . . . . . . . . . 1. 0 D. FOOTINCS SHALL BE PLACED ON UNDISTURBED NATURAL MATERIALS. THE 10. TIh�BER L. SHEATHING: '� a B. ROOF CONTRACTOR SHALL REMOVE ANY LOOSE OR DISTURBED SOIL AND REPLACE 1. ) CONFORM TO AMERICAN PLYWOOD ASSOCIATION (APA) DESIGN � WITH NCN EXPANSIVE STRUCTURAL FILL COMPACTED TO 95/ ST DARD A. ALL TIMBER PRODUCTS SHALL BE IN ACCORDANCE WITH THE NATIONAL SPECIFICATION, LATEST EDITION: SHEATHING SHALL BE Q��.....•��j 1. GROUND SNOW LOAD, Pg. . . . . . . . . . . . . . . . . . . . . . . . . . . 100 PSF PROCTO� (ASTM D698) AS APPROVED BY THE SO I LS ENG I NEER. FOREST PRODUCTS ASSOC I AT I ON, NRT I ONAL DES I GN SPEC I F I CAT I ON, CONT I NUOUS OVER THREE ADJACENT SPANS M I N I MUM. ,��!:��NE �••..�`�y - 2. � SNOW EXPOSURE FACTOR, Ce.: . . . . . . . . . . . . . . . . . . . . . . . . . 1. 0 LATEST EDITION. 2. ) FLOOR SHEATHING: 3/4° THICK TONGUE AND GROOVE APA RATED �:` �y " �:�> 3. SNOW THERMAL FACTOR, Ct. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 0 E. TOTAL LOAD SOIL BEARING PRESSURE ASSUMED FOR 6E IGN; 2, 000 PSF SHEATHING 32/16, EXPOSURE 1, NAIL TO SUPPORTS WITH 10d @ 6 W;� � �= :`Zt 4. � SNOW IMPORTANCE FACTOR, Is. . . . . . . . . . . . . . . . . . . : 1. 0 B. ALL LUMBER SHALL BE VISUALLY GRADED AND HAVE A MAXIMUM MOISTURE INCHES O. C. AT ALL PANEL EDGES AND 10d @ 10 INCHES O. C. AT ��.dj � -�- �o . � 5. ) MINIMUM FLAT ROOF SNOW LOAD, Pf. . 100 PSF (NOT REDUCED) $, CONCRETE CONTENT OF 19%. � INTERIOR OF PANEL. GLUE FLOOR SHEATHING TO SUPPORTS WITH �`'•. � � � "T I TE-BOND" (OR APPROVED EQU I VALENT). CONSTRUCT I ON ADHES I VE � �''••.?�80?:�•�'� C. DECKS. . . . . . . : . . . . . . . . . . . . . : . . . . . . . . . . . 100 PSF (NOT REDUCED) A. ALL COf�CRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. C. FRAMING LUMBER: 2X8 AND LARGER, DOUGLAS FIR-LARCH; ALL ELSE: SHALL MEET APA AFG-01. �01p� P� CLEARLY IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR HEM-FIR IN THE FOLLOWING GRADES: 3. ) ROOF SHEATHING: 5/8° THICK APA RATED SHEATHING 32/16, 4. DISCOVERY AND FIELD VERIFICATION APPROVAL. CONCRETE SHALL CONFORM T0 THE FOLLOWING TABLE: 1. ) GENERAL FRAMING: STANDARD AND BETTER OR STUD. EXPOSURE L NAIL TO SUPPORTS WITH 8d @ 6 INCHES O. C. AT 2. ) STUDS: STUD OR BETTER ALL PANEL EDGES AND 8d @ 12 INCHES O. C. AT INTERIOR OF � A. DUR I NG CONSTRUCT I ON, THE CONTRACTOR MAY ENCOUNTER EX I ST I NG �IINI�IUI� �p,X 3. ) FLOOR JOI STS AND ROOF RAFTERS: N0. 2 OR BETTER. PANEL. CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH STRENGTH CE�IENT WA�R� SLU�IP AGGR �R 4. ) BEAMS, STRINGERS, POSTS AND TIMBERS: N0. 1 OR BETTER. 4. ) WALL SHEATHING: 1/2" THICK APA RATED SHEATHING, EXPOSURE 1. PROJECT DOCUMENTATION (DISCOVERY). SUCH CONDITIONS MAY INTERFERE USE pg� COMENT CE�IEM IN SIZE (1) ORIENT PANELS WITH FACE GRAIN PARALLEL TO WALL STUDS. NAIL WITH NEW CONSTRUCTION OR REQUIRE PROTECTION AND/OR SUPPORT OF SACKS/C.Y. ��� IN D. BRIDGING: BRIDGE BETWEEN JOISTS OR RAFTERS WHERE NOMINAL DEPTH- TO SUPPORTS WITH 8d @ 6 INCHES O. C. AT ALL PANEL EDGES AND � EXISTING WORK DURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR TO- THICKNESS RATIO EXCEEDS 5 WITH BEVEL-CUT DOUBLE- CROSSED WOOD 8d @ 12 INCHES O. C. AT INTERIOR OF PANEL. DETERIORATION TO STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD FOOTINGS 3000 5.5 0.58 3-4 1 0-2 � BRACING, OR WITH SOLID BRIDGING 2 " THICK BY DEPTH OF JOIST. END 5. ) REFER TO QRAWINGS FOR SPECIAL SHEATHING OR NAILING � � JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING(S). WALLS 3000 5.5 0.58 2-4 1 5-7 NAIL SOLID BRIDGING TO JOISTS; NAIL BOTH ENDS OF CROSS-BRIDGING. REQUIREMENTS. � � EXTERIOR FL4TNORK 3500 6 0.48 2-4 0.75 5-7 SPACE BR I DG I NG AS REQU I RED BY CODE. PROV I DE SOL I D BLOCK I NG B. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCOVERIES HE BETWEEN JOISTS AND RAFTERS AT SUPPORTS. M. ALL TIMBER CONNECTORS SHALL BE "STRONG-TIE" CONNECTORS AS � � � BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK OR ALL OTHERS NCi NOTED 3000 5.5 0.58 2-4 OJ5 4-6 MANUFACTURED BY THE SIMPSON STRONG-TIE CONNECTOR COMPANY. FOLLOW Q� JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING S PRIOR TO � � �` � ) E. STUD WALLS: SUPPLIER' S INSTALLATION RECOMMENDATIONS. PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. NOTES: 1. ) FRAME STUD WALLS WITH 2X STUDS @ 16" ON CENTER AS CALLED FOR � � 1. TOTAL AIR C)NTENT PERCENTAGE RANGE. CHANGE TO 5-7 IF EXPOSED TO FREEZING TEMPERATURES. ON THE DRAWI NGS. N. DECK I NG: � � � � C. THE STRUCTURAL DOCUMENTS MAY SPECIFY DIMENSIONS, ELEVATIONS AND 2. ) PROVIDE A MINIMUM OF 3 STUDS AT CORNERS. 1. ) DECKING SHALL BE TONGUE AND GROOVE MADE FROM SOLID TIMBER OR CONSTRUCTION CONDITIONS TO BE FIELD VERIFIED. THE GENERAL 3. ) SHIM FOR BEARING ON CONCRETE SUBSTRATES. GROUT WITH 1: 3 GLUED LAMINATED TIMBER. INSTALLATION SHALL BE CONTROLLED � � CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATI�N OF ALL B. ALL C0�'CRETE IN CONTACT WITH SOILS SHALL U5E TYPE I-II CEMENT. � � � PORTLAND CEMENT-SAND GROUT FOR FULL BEARING. RANDOM LAYUP. CONNECTIONS AND INSTALLATION PROCEDURES SHALL SPECIFIED CONDITIONS PRIOR TO PROCEEDING WITH THE CONSTRUCTION OR 4. ) WHERE MULTIPLE TOP PLATES ARE CALLED FOR IN THE CONTRACT BE PER AITC 112, STANDARD FOR TONGUE-AND-GROOVE HEAVY � � FABRICATIflN OF ANY STRUCTURAL COMPONENTS RELATED TO SUCH C. REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A DOCUMENTS, STAGGER SPLICES AND FACE NAIL PLATES TOGETHER. TIMBER ROOF DECKING. MAXIMUM MOISTURE CONTENT FOR 2" I� � � CONDITIONS. THIS FIELD VERIFICATION SHALL BE MADE IN A TIMELY MINIMUM YIELD STRENGTH 60 KSI, EXCEPT WHERE NOTED AS 40 KSI. ALL o , � - �- 5. ) PROVIDE STUDS AT OPENING JAMBS AS FOLLOWS: DECKING SHALL BE 15� AND FOR 3 AND 4 INCH DECKING 19/. MANNER SO AS TO CAUSE NO DELAYS IN EXECUTION OF THE WORK. REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WELDED a. 2 STUDS AT OPENINGS LESS THAN 5' -0" WIDE ' � � � � � WIRE FABRIC SHALL CONFORM TO ASTM A185. b. 3 STUDS AT OPENINGS BETWEEN 5' -0" AND 8' -0" WIDE 0. LAG SCREWS: J� � 5. STRUCTURAL STABILITY DURING CONSTRUCTION c. 4 STUDS MINIMUM AT OPENINGS GREATER THAN 8' -0" WIDE 1. CONFORM TO ANSI ASME STANDARD 818. 2. 1-1981. � � D. REINFORCEMENT PROTECTION ��� � 1. ) CC�ICRETE PLACED AGAINST EARTH. . . . . . . . . . . . . . . . . . 6. ) BEAR OPENING HEADERS ON MULTIPLE JAMB STUDS AS FOLLOWS: 2. � CLEARANCE HOLE FOR SHANK SHALL HAVE THE SAME DIAMETER AS THE � � A. THE STRUCTURAL DRRWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ' ' ' ' 3 a. 1 STUD AT OPENINGS LESS THAN 8' -0" WIDE SHANK AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF "� �' (� ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND 2• ) CC�ICRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: b. 2 STUDS MINIMUM AT OPENINGS GREATER THAN 8' -0" WIDE UNTHREADED SHANK. - � BRACED. a. BARS #5 AND SMALLER. . . . . . . . : . . . . . . . . . . . . 1-1/2" 7. ) REFER TO DRAWINGS FOR SPECIAL STUD CONDITIONS 3. ) LEAD HOLE FOR THREA6ED PORTION SHALL HAVE A DIAMETER EQUAL � � � b. BARS #6 AND LARGER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2" B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL C6NSTRUCTION MEANS 3. ) SLABS OR WALLS NOT EXPOSED TO WEATHER OR EARTH. . . . 3/4" TO 70% OF DIAMETER OF UNTHREADED SHANK. � � AND METHODS. F. ALL MULTIPLE MEMBER HEADERS, BEAMS AND POSTS MADE FROM FRAMING 4. } THREADED PORTION OF LAG SCREW SHALL BE INSERTED INTO LEAD '� « ((� Z } LUMBER SHALL BE NAILED TOGETHER TO FORM A SINGLE, COMPOSITE UNIT H O L E B Y T U R N I N G W I T H A W R E N C H, N O T B Y D R I V I N G W I T H A H A M M E R. ``-y ��� � E. N O S P L I C E S O F R E I N F O R C E M E N T P E R M I T T E D E X C E P T A S D E T A I L E D O R USING NO LESS THAN TW0 ROWS OF 16d AT 12° O. C. 5. ) USE SOAP OR OTHER LUBRICANT ON LAG SCREW OR IN LEAD HOLE TO � - C. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER AUTHORIZED BY STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUND � � � CORNERS. WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS, SHALL BE FACILITATE INSERTION AND PREVENT DAMAGE TO LAG SCREW. � � SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO G. COMPLY WITH MINIMUM STANDARDS FOR FRAMING CONNECTIONS AS SET III ACHIEVE THE FINAL COMPLETED STRUCTURE. 36 BAR DIAMETERS MINIMUM. FORTH I N I BC TABLE N0. 2304. 9. 1 AND AS DETA I LED. -14� � �I � F. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL", � 1�- � D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES AS „ H. LAMINATED VENEER LUMBER (LVL) AND PARALLEL STRAND LUMBER (PSL): �I � � MANDATED BY FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. THE PUBLICATION SP-66, AND BUILDING CODE REQUIREMENTS FOR REINFORCED 1. ) LVL OR PSL PRODUCTS SHALL BE PLANT FABRICATED IN A CONTRACTOR SHALL EMPLOY A ' COMPETENT PERSON' AS DEFINED IN 05HA CONCRETE, " ACI 318, LATEST EDITIONS. PROVIDE DETAILS INDICATING � � .� REINFORCING CONTINUITY AT CONSTRUCTION JOINTS. CONTINUOUS PRESS WITH ALL GRAIN ORIENTED PARALLEL TO THE � � REGULATIONS TO IDENTIFY SAFETY ISSUES. THE CONTRACTOR SHALL LENGTH OF THE MEMBER. EMPLOY A ' QUALIFIED PERSON' AS DEFINED IN OSHA REGULATIONS TO G. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT 2• ) ALL LVL OR PSL PRODUCTS SHALL BE SUBMITTED FOR APPROVAL WITH � SPECIFY THE RESOLUTION OF SAFETY ISSUES. REFERENCE TO THE APPLICABLE CURRENT NATIONAL EVALUATION � � POSITId�1S SHOWN ON PLANS AND DETAILS. REPORT PREPARED BY CABO, OR CURRENT EVALUATION REPORT � � E. THE CONTRACTOR SHALL EMPLOY A QUALIFIED PROFESSIONAL SHORING H. PLACE 2- 5 1 EACH FACE WITH 2' -0" PROJECTION AROIJND OPENINGS IN PBEPARED BY 1CB0. ' SUBCONTRACTOR T0 DESIGN AND SUPPLY SHORING SYSTEMS. SUBMIT # � � 3. ) LVL MEMBERS SHALL' HAVE THE FOLLOWING ALLOWABLE STRESSES: � PROPOSED SHORING PLAN ALONG WITH SHORING DESIGN CALCULATIONS ' CONCRETE; PLACE 1-#4 ( IN TOPPING) WITH 2' -D" PROJECTION AROUND a. FLEXURAL TENSION OR COMPRESSION. .. . . . . . . . 2600 PSI � PREPARED BY AND BEARING THE SEAL OF A PROFESSIONAL ENGINEER OPENINGS THROUGH FLOOR TOPPING SLABS, UNLESS NOTED. b. HORIZONTAL SHEAR. . . . . . . . : . . . . . . .. . . . . . . . . . 285 PSI LICENSED IN THE STATE OF COLORADO FOR REVIEW BY STRUCTURAL I, PROVIDE SLEEVES FOR ALL PIPES PLACED THROUGH CONCRETE. c. COMPRESSION PARALLEL TO GRAIN. . . . . . . . . . . 2460 PSI ENGINEER. d: COMPRESSION PERPENDICULAR TO GRAIN. . . . . . . . 750 PSI : e. MODULUS OF ELAST I C I TY. . . . . . . . . . . . . . . 1, 800, 000 PS I 155UED FoR: DATE: ' 6. SPEC IAL I NSPECT I ONS J. ENSURE '�iOR I ZONTAL CONT I NU I TY I N WALLS BY PROV I D I NG CORNER BARS AT 4. ) PSL MEMBERS SHALL' HAVE THE FOLLOWI NG ALLOWABLE STRESSES PRO6RE55 SET o9.14.0� WALL CO�NERS AND I NTERSECT I ONS. UNLESS DETA I LED OTHERWI SE, a. FLEXURAL TENS I ON OR COMPRESS I ON. . . . . . . . . . 2900 PS I GoNSTRUGTION 5�T II.IQ.01 A. SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER TO INSPECT THE CORNER �ARS SHALL MATCH SIZE AND SPACING OF HORIZONTAL b. HORIZONTAL SHEAR. . . . . . . . . . . . 2 9 0 P S I R E I N F O R�I NG AND EXTEND A MINIMUM OF 36 BAR DIAMETERS BEYOND THE " " " " " " " WORK DURING CONSTRUCTION AS DEFINED AND REQUIRED BY IBC CHAPTER CORNER. c. COMPRESSI6N PARALLEL TO GRAIN: . . . : . . : . . . . 2900 PSI 17. SPECIAL INSPECTIONS SHALL BE MADE OF THE FOLLOWING d. COMPRESSION PERPENDICULAR TO GRAIN. . . . . . . . 750 PSI STRUCTURAL WORK: e. MODULUS OF ELASTICITY. . . . . . . . . . . . . . . 2, 000, 000 PSI 1. ) 1704. 7 SOIL CONDITIONS OCOPYRIG9T 2007 Rirk Aker Arc3utects, lnc. a • REDWINE . REDWINE ENGINEERS INC. ' STRUCTURAL CONSULTANTS 150 E. Beaver Creek Blvd, A20 von, Colorado 81632 970 748-0711 N M GO ' � � � � Cfl Cp � V � tp X � � � m Q N � 6� O e� ' d W � Li. r � V / I �. .�� V 4� � � ,, � � � � i ��� � � � � ��� �� � �� � e � � S5.01 H TYP. 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WALL FOR�CRAWLSPACE� / / / / / / / / / / / / / / / / / / / / / / / / / /� �;� � Q ':v> I � � � ACCESS �RE: G 55.01,� � / / / / / / / � / / / / / / i i i i i i i i i � CUT NEW 24° x 24' OPENING i w:� � �- .:� � G I , l i i i i i i i i � , , , , i i i i i i i� � �. � � � � /" / /' /" / / / / / IN CONC. WALL FOR CRAWLSPACE j / / / / / / / �, � � , I I S5.01 / / / / / / ACCESS �RE: G/55.01� / / / / / / / � i i � ��'':.� � : � � E � / � i i i i 6R0 2i i i i i i � � � � � � � /� � / ��80�.••�, � � � s5.o1 / B �R00 1 � �/ � �D�O�.� I q � � � li � � �� i � I s5.o� � o�i �� ,� i � /�/� I 8,> � � �J�� �J�� � i �i � � �/�' � � �- 1 -4 I � 6 ��/ �/ � / LAUNDRY � /� // p r � , , � / ,� i / 55.01 � t — / / � / � / � / � / / / � �� ---� C � // j� � � ,� BA`fH 1 i ,� /� � s�.o� � � � � � i � � � �� �� ���i � �i �i j � �! ��� � � � i�/ // / � / ! �` ,/ //�/i � � } / / i � / j i i � � � i i � / � ,� �BATH / / � / / /. � �ENTRY/ / / / / / / / / � i� ! � --� � � / � � � / / / /� / /� � /� �/ �// /� /� j� /� /� // /� // /� � / // / // �/ // // / / / // // / j/ // // // / // // // � // / � � / � � � � / / � / / � � / / / / / / / / / / � / / �� / — -� � / � � / � � / � / / / / / / / / / / /� / � � j� � � IH- � � � , � , � � � � , , � , , , , , , , , , , , � � _ � i � , , i i � � , i i i i � i i i i i i i , i � � i �EDROOM 1 i i i i i i i i i i i i i r � � (� } � / , , , , � ; / // ,�/ ,� � � � � / / / � / / / / / a�I--II� �[� � � � /� � � � � / / ! � / � � � � � � � �GARA�E / / � / ' � (� / / / / � � / � / � / / / / / / ��� "�' �,� / / / / / / / / � / / � / / / / / / / / / � / / � / / / / / / / / / / � / / / / / / / / / / / / / � / ! % / � � � / / / / / / � � / / / �( / / / / / / / � / � � � � /� // /� /� /� /� j� / /� /� j� /� // L�1� / ' / / / / / / � / i/ / / i/ � ` / / / / / / / � / / � / � � / / / / / / / / / / � � — ' / / / / / / / � (� (� , / / / � / / / �' //' � / / / / / / / / � / / / / / � � � � / / / / / / / j � ' � � � � III �(�II � � �* \\\ �VI �— � � � � � � � � � � � FOUNDATION PLAN - � Z ��4., _ 1'-0" ' —� NOTES: 155UED FOR: DATE , 1. ASSUMED ALLOWABLE BEARING PRESSURE = 2000 psf PROGRE55 SET Oq.14.07 2. SLAB ON GRADE SHALL BE 4 INCH THICK NORMAL WEIGHT CONCRETE GoNSTRUGTION 5ET 11.19.0� 3. REINFORCE SLAB ON GRADE WITH W.W.F. 6x6 - W2.1xW2.1 CENTERED IN SLAB 4. CONTRACTOR SHALL VERIFY AND MAINTAIN 48" FROST DEPTH T0 BOTTOM OF FOOTING. ' 5. � INDICATES NEW STONE VENEER � RE: ARCH. 6. / INDICATES AREAS OF EXISTING STRUCTURE ; / / O COPYRIGHT 2007 ]Cirk Aker Architeets, Inc. s' • � �- � REDWINE . j REDWINE ENGINEERS INC. STRUCTURAL CONSULTANTS 150 E. Beaver Creek Blvd, A20 von, Colorado 81632 970 748-0711 , N ' M Cfl 00 �1' � � � � U p � N � � pNj m Q N � � � O � a W rn I..� v ! .�� �..�/ , W ' � �i � � V L � B -� J . . . � � �� � . � � . . .... . . . . . . . J �5.0� . � J . . . � -�. . . . . . . . . . . � � � . . . . .. . � ,: . ' s5.o� ^ � q �, - - - - - - - �;, � S5.01 � � ..�. 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I I i" i � � i i � i i i i i i i i i i i i i i i i i i i i i i � i � �,;� �••: � � � i � � i i i i i i i i i i i i i i i i i i i � � � � � � � � � , i � �.�k, r, � ; � � �� / (EjFOUNDATION STEMWALL' / / / / , / / / / / / / / / / / / / / i � / w:� �'' � :� � . � / / / / / / / / / / / / / / / � �-'s � , � � � i i i i i i �� i i i i i i i i i i i . � i �� o�� �" � ;� , � � B �R00 � 1 � i � i i BE6R0 2i i i i i i � � � � � � � i / , p••..,d'3 �., ` Ga I A E r � � ,� � i� �'0�0�"�',� � s�.o� s5.o� � �" � �! �� � � o� i � i � � I � � / / , / � / g � $� �� ,��� / LAUNDRY �� /�// I y i � / � D � � � i , S5.01 - - - / / / �, � � i / / � / �/ � /� � , �� � // /� / � %� B�fH 1 � � /j/� �/ /�/ j/ j j // // /� � � / /� / /' / / i /� / � .� � /// � � / � / // i/ � /�/ � � } . / / ,� � / / � i i i i � i � / � /� �BATH / / / / / � / �ENTRY/ � / � / / / / / � i� / � / � � � � / /! / / � j —7 / / / / / / / i /� / � / / / / / / / / / / / / / � � // � // / � i/ / / // / / / / / / / / / / / / � � / // / // // / // /� / / / / / / / / / / /� / j� /� / � _ � / / / / / / / / / / / / / / / I� _ � /� / � /� / /% /� / � / /� j� / / // j/ / / / /�/j / / � / / / / / / / / / / / / / / / � _ , / / / / / / / / / / / / / / / / / / � // // � � i� i �EDROOM 1 / / / � / / / / / / / i / / / / ; � i �II--III � } � , , / � � � � � � � � � / � � / ,� � j� � ' /' /' /' /' � �/ / / / � � / / / / � GARA�GE / / /� / / ,/ (� � � /� � / � / / / / / / � � � / / / / / / / �— / / i / ��� 1l�-lll � / ,/ � i / / / / / / i i i / / / i / i / / / � / / i � i i i i i i i � � � i i i �i �i �i �i �i �i �i i �i � �i �i � � � � � � i i i i i i i i � � � � � � � � C� i ,� � i ,� � � —�-� i ,� �� i i i i i i i i i � i i � i � � � � � � i i � � & i ,i �i �i �i �i �i � i i i "� � Z } i i' � i i i i � � x , � � � � � � � � ; i i i i i i � i i i i i i i � � � � � � � � � �I � � � � � � � � � � � � FL00 R FRAM I N G P LAN - � � 1/4" = 1'-0" � NOTES: 1. LIVING: DL = 34 PSF 155UED FOR: DATE: LL = 40 PSF PRO6RE55 5FT 09.14.O1 , LL DEF. = L�600 GONSTRUGTION 5ET 11.19.O1 2. DECK: DL = 15 PSF Pf = 100 PSF , LL DEF. = L/360 3. FLOOR SHEATHING SHALL BE 3/4° APA RATED 32/16 PER GENERAL NOTES, SHEET S0.01 4. � INDICATES NEW 2x6 DECKING TO MATCH EXISTING 5. / INDICATES AREAS OF EXISTING STRUCTURE ' / / 6. UNLESS OTHERWISE NOTED, FLOOR JOISTS TO 8E ' ���/8' TJI 210 � 16�� �.�. O COPYRIGHT 2007 , Kirk Aker Architects, Inc. oor ramin an • � �., REDWINE . � REDWINE ENGINEERS INC. ' STRUCTURAL CONSULTANTS ' 150 E. Beaver Creek Blvd, A20 von, Colorado 81632 97Q 748–a711 N M t0 a�0 d' . � � CO Cp C�O V � �p � C1� Cfl � p csa p � CO O m j � � � C.O .. . ' . . . . . . . . . . . . . . .. . . . . . . � � � � . . � � � �. � . � . . . . . . .. . . . . . . . . . � . � . � . � -titI /}. . . � . . . . � � . . . . � . . � . . . � . . . . . . . � . � � . � . T � ,. . 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DECK: W/ (3) TRIMMERS DL = 15 PSF O �3� �3�4��x9��2�� LVL �, OPENING WIDTH � Pf = 100 PSF AND (2) KINGS RE: ARCH � LL DEF. = L/360 0 (3) 13/4"x11��a�� LVL 3. FLOOR SHEATHING SHALL BE 3/4" APA RATED 32/16 ' PER GENERAL NOTES, SHEET 50.01 4. �� INDICATES NEW 2x6 DECKING'TO MATCH EXISTING NOTE: 1. BUILD OUT HEADERS TO A TDTAL WIDTN OF 3 1/2" OR 5 1/2" BY A�DING PLYWOOD 5. j INDICATES AREAS OF EXISTING STRUCTURE SPACERS BETWEEN INDIVIDU�IL MEMBERS. / / 2. FOR WALLS GREATER THAN 5 1/2" IN WIDTH, BOX HEADERS SHALL BE USED. FOR TOP & BOTTOM PLATE OF B0;(, USE 2x WALL WIDTH. 3. ALL TRIMMERS & KINGS SHALL BE DF #2 WITH WIDTH TO MATCH WALL. 6. UNLESS OTHERWISE NOTED, FLOOR JOISTS TO BE 11��s TJI 210 � 16" O.C. O cor�icxT zoov I{irk Aker Architects, Inc. A HEADER SCHEDULE oor ramin an ' SZ.� NO SCALE � REDWINE . REDWINE ENGINEERS INC. ' STRUCTURAL CONSULTANTS 150 E. Beaver Creek Blvd, A20 von, Colorado 81632 970 748-0711 N . . . , . . . .. . . . . . . . M . 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LL DEF. = L/360 HEADER � OF TRIMMER STUDS � � PR06RE55 5ET 09.14.O1 2. ROOF SHEATHING SHALL BE 5/8° APA'RATED 40/20 O (3) 13/4"x5�/2" LVL REQUIRED z � TRIMMER STUDS + KING(S) @ HEADER GoNSTRUGTION 5ET 11.19.07 PER GENERAL NOTES, SHEET S0.01 �F (3) 13/4'X]��4" LVL Y �— � RE: SCHEDULE 3. INDICATES AREAS OF EXISTING STRUCTURE EXAMPLE: ' � �G (3) 13/4"x9�/2" LVL A32 = (2) 2x6 DF#2 HEADER �, OPENING WIDTH � / � O (3) 13/4°x11��s�� LVL W/ (3) TRIMMERS RE: ARCH � 4. UNLESS NOTED OTHERWISE, ROOF FRAMING TO BE AND (2) KINGS 2x12 @ 24" O.C. NOTE: 1. BUILD OUT HEADERS TO A TOTAL W:DTH OF 3 1/2" OR 5 1/2" BY ADDING PLYWOOD , SPACERS BETWEEN INDIVIDUAL MEMBERS, ' ' 2. FOR WALLS GREATER-THAN 5 1/2" :N WIDTH, BOX HEADERS SHALL BE USED. FOR TOP & BOTTOM PLATE OF BOX, USE 2x WALL WIDTH. ' 3. ALL TR I MMERS & K I NGS SHALL BE DF #2 WI TH WI DTH TO MATCH WALL. O COPYRIG}IT zoo7 I{irk Aker Arehitects, Ina 0o ramin an A HEADER SCHEDULE , SZ.2 NO SCALE -- � 2x STUD WALL Sx POST � 2x6 TREATED f2 RE: P�N REDWINE � sTONE CAP � REDWINE ENGINEERS INC. • � W/ /�� A,B. STONE VENEER �RE: ARCH. 2x STUD WALL � 48 o.C. MAX RE: P�N TRUCTURAL CONSULTANTS �2� #5 POST �RE: PLAN � APA RATED FLOOR SHEATHING � � � � APA RATED WALL SHEATHING— FLOOR JOISTS �RE: PLAN ��/ � STONE VENEER � APA RATED SHEATHING SIMPSON CB88 � �" RE: PLAN 150 E. Beaver Creek Blvd, A20 NEW FDN E FDN � ��I � von, Colorado 81632 FLOOR FRAMING �RE: PLAN T.O. PLY � � TREATED SILL PLATE ¢ �' 970 748-0711 � T.O. PLY � MATCH (E) T.O. PLY � (E) SLAB-ON-GRADE � ,�, , MATCH (E) T.O. PLY 1,_4„ 6, W ' ' p SIMPSON C688 � � � � �,� ( � T.O.W. � � � I MATCH (E) T.O.W. � / / � '� � oo � � � � -f__, N � o � I � I `� � N � � � I EQ EQ SIMPSON HANGER �RE: SCHEDULE I � PILASTER w/ �3x� TIES � 12" O.C. ,F j (E) FDN WALL m Q N � I 8„ CONC WALL W/ F � I // „ � O � o � � 5@ 12° O.C. VERT // 1'-0° L5x5x3�a W� ��) 3�4 x4 a �w rn u.. z � �4 @ 12° O.C. HORIZ � �5.0 1 I � __ _ � E X P B O L T E A S I D E � � WELD @ CORNERS � � I � � // 4x1'-10° DOWELS @ 24" O.C. � V � � 5x J N DOWELS C� VERTS o I � (8) �5x � DOWELS �� DRILL 5 °4� HOLE IN E CONC 4t - � � # ALT LEG DIRECTION � � 6 j� EPDXY GROUT W/ HILTI�HIT HY150 -��' � �------CONC PEDESTAL W/ (4) � I � ( CONC. WALL BEYOND // / �4 VERT & �3x aTIES �..� .— B.O.W. � J CONT FfG W/ (2) #5 B.O.W. � �/ / � Q12 � O O Oo > /�/ /� (4) �4x 20° DOWELS � � 0 0o O 0 0�0 00 ,� o , - o�o�o o ° I CONT. FOOTING BEYOND � °�� °o I (2) #5 s � PILASTER ° oo O �� (2) �5 s CONT. � (3) � � �� �� ���)o . . . . o � 5 EA WAY � ° ° � CONNECTOR SCHEDULE o 0 o I � BEAM HANGER COMMENTS �4) �5's C� PIIASTER � RE: PLAN ;�, >>��e�� TJI 210 ITS2.06/11.88 RE: PLAN U ' (2)11 /a" LVL MIT411.88 2'-6"� �3)11��a LVL WP5.5/11.88 i � A FO U N DATI O N Q FLU S H J O I STS B FO U N DATI O N Q P I LASTE R C N EW FD N C O N N C� E FD N D N EW �O LU M N FO OTI N G 55.0� 3/4" = 1'-0„ 55.� 3/4" = 1'-0" 55.0 3�4>, _ 1'-0" 55.0 3�4» _ 1'-0" � ~! ... � / (E) CONC WALL ' / / I �� STD � /� � CONC. (� OPENING TO BE NOOK . ( � (E) STUD WALL TO BE REMOVED REMOVED AFTER L6x IS � •��'1�/ � INSTALLED ,t��.` ��NE ��'••`.�'�'v� �:� "° . NEW APA RATED SHEATHING i (E) SHEATHING I I L6x6x5��s �;cr ''' � ' W. NEW FLOOR JOISTS NRE: PLAN ( I /E FLOOR JOISTS �� �:� � � + � l � � �� 3 � 4 0 HILTI KBII W .� 2-3- �4 0 HILTI KBII W/ � ) �a � ����� .��(� � � 2 3 „ 4„ EMBED EA END ���' "� / / / / 1'-72�, 4" EMBED � 12" O.C. ��� �". / � / / / / / / 36 BAR � LAP �' � � � � �,% � -- ---- -� =N � � i iiii i � ii�' � iiiiiiiii� iii .� iiiiii �_ � i ii � � o � � � � � � oQ i �� �,�.,� ��,� I I � � °r,, -\ ° ° ° ��- o � � � (E) FOUNDATION WALL � � � � / // d- o o � / SIMPSON HANGER �RE: SCHEDULE �� � —J L_— // � � ' / /j / ��_ � � � � / � / � � � �.�� �� (E) FOOTING //�� / � / / / / / /j/ / / / � �� //� / 6 / /6.� � �/ / � � / // �i � � � �� // � / / / 36 BAR � LAP � / „ / / / // � ' ' ' • /�jl�/2 , / / / / �%� �/l / � / / / / STD � � —� // / / / / / / / / � /�/ / / / / / / HOOK � / / / / / � � / �/ / � � / / / f � / � / ---- ----- - / /% � / � � � / „ �/ / / / / � // �` // — — —— / / 24 MAX: / / / � // j j j�/ / / /�/ %�/ / / /�/''/ / / (E) CONC WALL � Z � ---�,� � � c� � B.O.W. / / / (E) CONC FOOTING � o o � � / / / / / / / / / / / / / / / / / / / / / / / / � o � � � ��/ / / � / j / / / / / / / / / / / / / f / / / / / / / / f // `� _ �/ / / / � / / / / / / / / / / / / / / / / / / / / / / / / / // � m 36BAR � LAP — --� � / � / / / / / / / / / / / / / / / / / / / / / ,�' / / / / / / // � / — / / / j / CONNECTOR SCHEDULE �' � — � ��- � � BEAM HANGER COMMENTS NEW OPENING � � �` �— 117/8° TJI 210 ITS2.06/11.88 NOT CORNER BAR SIZE TO MATCH ��.� � , (2)11 /8° LVL MIT411.88 PRIMARY HORIZ REINF. ��� '"�„ �I � � � � � ,� � � � ' : E NEW JOISTS C� E FOUNDATION WALL F PILASTER CONNECTION TO' FOUNDATION WALL G NEW OPENING IN CONCRETE WALL H CORNER BAR DTLS �- z -� 5 5.�� 3�4 - 1 -0 S S.O� 3/4 = 1 -0„ 5 5.� 3�4�, _ �,_Q�> S�J.�� NO SCAL E � `�.1� l l l �' � : e � � � � � � � � � � � �� � � 2x STUD WALL � 2x6 TREATED f� � � � � W/ �/�"0 A.B. � � 48' O.C. MAX �� � �2) �5 � � ' APA RATED SHEATHING � � ; � T.O. PLY � MATCH (E) T.O. PLY � I 155UED FOR: DATE: , PRO6RE55 SET Oq.14.O1 GON5IRUGTION 5ET II.Iq.OI � � EQ EQ , , I 8" CONC WALL W/ � �5 (� 12" O.C. VERT 4 � 12° O.C. HORIZ z I' � . . . � � .. � � . :. I . . . .. � J N . . � . . . .. . . . . �. � . . . . . . . � . . �: . . . . . � . �� � . . � . . . . . , #5x 6„ DOWELS � VERTS � � � ALT LEG DIRECTION I B.O.W. J CONT FTG W� �2) �5 �— � COPYRIGflT 2007 O O O oO O Kirk Aker Architects, Inc. 0 o �pO��O I ', O�O�OI O� I � . J . . . . . . . . � . . . �. . . . . . . . . . . . . � U . . . . � . � . . . . � . � � � � . � � . � . . , RE: PLAN ;�, � J PARALLEL J O I STS C� FO U N DATI O N WALL • 55.0� 3�4>, _ �,_Q„ � REDWINE . REDWINE ENGINEERS INC. STRUCTURAL CONSULTANTS 8x HANDRAIL POST l__�__r �--�/� NRE: ARCH. 150 E. Beaver Creek Blvd, A20 2x DECKWG von, Colorado 81632 RIPPED 2x SLEEPERS � � (E) WALL TO �6,�� 2x DECKING 970 748-0711 � � " 1�/i' DEPTH @ WALL � � BE REMOVED SIMPSON MSTA24 x7Y2 ( ( (E} STUD WALL � � RIPPED 2x SLEEPERS I I TO BE REMOVED 2x DECKING � EA. DECK RAILING POST RIPPED 2x SLEEPERS N I I I T.O. DECKING PLYWOOD SHEATHING I I 2x BLOCKING °O rn T.O. DECKING T.O. P MATCH E T.O. PLYWOOD PLYWOOD SHEATHING � � T.O. PLY � �Y � ) N O � MATCH (E) MATCH T.O. PLY / / / / / MATCH (E) N �j� N / / �/ / / � � � � / �/ / // 1�/2" MIN. mQ � � LVL RIM JOIST (E) FLR JOIST // / / � o o � � 1�/2 MIN.� SIMPSON BC40R ° a. w � � i NEW 2x6 � 16 � � NEW LVL BEAM (� EDGE RIPPED DECK JOISTS E JOISTS 3 �� SIMPSON H2.5 �SHIM AS REQ'D •�—� � � � ) �4) �a � LAG SCREW i O.C. STUD WALL � � OF (E) PLYWOOD �MIN. PENETRATION = 2" 2x6 @ 16" O.C. EDGE BEAM V ! ' I I SHEATHING SIMPSON LUS26 i I NEW SIMPSON HGR. �MIN. WASHER � - 13/4' STUD WALL Sx POST �RE: PLAN Q� I I FLR BEAM � �COUNTERSUNK RE: PLAN -�'--� I I � NEW FLR BEAM EDGE BEAM � � '� RE: PLAN � �� � RE: PLAN � R E: P L A N � V � � -�/�� SIMPSON IUS2.06/11.88 INFILL FLR JOIST SIMPSON LUS26 L � RE: PIAN RIPPED DECK JOIST � w � A NEW JOISTS PARALLEL T0 WALL B DECK TRANSITION DETAIL C DECK EDGE DETAIL D BEAM POST CONN C� DECK J5.11 3�4>� _ 1'-0" S5.� 3�4>� = 1'-d' S5.� � 3�4., = 1'-0" S5.� 3�q.,, ° 1'-Q" � --� •��: � � E� ��ti� k.Q:•.••\N E•��.�2� ` STUD WALL AND POST �. , �. �� . �RE: PLAN 8x RAILING POST �: � � ?� FLUSH BEAM �RE: PLAN �RE: ARCH. w:� u � A P A R A T E D S H T H I N G LOAD-BEARING STUD WALL pG':� � �;� . � r� �' A P A R A T E D S H E A T H I N G (4) 3/4" � L A G S C R E W �O;;l d, � :� FLOOR JOIST �RE: PLAN �MIN. PENETRATION = 2" �80 . . . .. . . . . . � . � . . - N � If . . � . . . . . �•+ •� . , FLOOR JOIST RE: PLAN �MIN. WASHER � = 13�q o70� P�' , �COUNTERSUNK � T.O. PLY m T.O. PLY 2x DECKING MATCH (E) MATCH (E) T.O. DECKING RIPPED 2x SLEEPERS --- � MATCH (E) T.O. PLY 1�/2" MIN. APA RATED SHEATNING ' RIPPED DECK JOISTS �RE: PLAN � 1 /2 MIN.� ' � � � � SIMPSON HANGER GLN5.5/11 FLUSH BEAM �RE: PLAN (2)2x BLOCKING 2x BLOCKING � 48" O.C. MAX. � � � TRANSFER BEAM �RE: PLAN �5 �PROVIDE BLOCKING � DECK RAILING � ,` SIMPSON MSTA24 x�'�Z� POSTS TO CONNECT STRAP � �YZ � Z � EA. DECK RAILING POST � � � � � � � � � IH- � � � - � �- �.�I � } � � � � � � � � � .� � � � u E CONNECTION Q TRANSFER BM . F FLUSH BM . Q BRNG. WALL G RAILING POST CONNECTION C� DECK RIM � -� S5.11 3�4„ _ ,�—o�° S5.11 3�4�� _ ,�—o�° S5.11 3�4,, _ ,�—o=� � c�j � } � � � � � � � � � � � �ll �ll � � . � � � � � � ����� � � � - o � � ISSUED FOR: DATE: PROGRE55 SET OG.14.07 GONSTRUGTION 5ET II.Iq.Ol OCOPYRIGHT 2007 Kirk Aker Architects, Ine. oor ramm etai s � • � 2._0�� REDWINE iii • � iiii � ( I A �A REDWINE ENGINEERS INC. + STRUCTURAL CONSULTANTS + SIMPSON U210 RE: ARCH RE: ARCH 150 E. Beaver Creek Blvd, A20 1'-0° + + � WELD TO HSS FULL HT BLOCKING von, Colorado 81632 + ROOF SHEATHING 970 J48-0711 + + RE: ARCH ROOF SHEATHING + N + + SIMPSON JB212 BACKSPAN RAFfER � (E) 2x RAFfER 2x BLOCKING + 12 °° rn m ' RE: PIAN + + 6� FULL HT BLOCKING � �U o � CONNECT NEW 2x RAFTER � / / / / / / T.O.f� � Typ N o� � + o � co ° + SIMPSON H2.5 + �— TO (E) W/ (3) ROWS 10d / / / / / / / � / / / / / / / / (E) RAFTER INVERTED SIMPSON HANGER o m ¢ � o, CO � + NAILS @ 6" O.C. � RE: PLAN = � �`- + I I SUBFASCIA / / / / / / / / SUBFASCIA o �¢ ( (E) STUD WALL U�,DDER BEAM � RE: PLAf� 9�0 0= w rn � I I TO BE REMOVED 2x LADDER RAFTER ( � INVERTED SIMPSON CONT SUBFASCIA f � ' � � RE: PLAN � (E) LADDER FRAMING LSSU HANGER SIMPSON H2.5 C� EA RAFT=R ' � � I I � CUT � NEW BENT V I I 2x6 @ 16 ROOF RAFTER � RE: PLAN STUD WALL & SHEATHING ° I I � RE: PLAN Q� ' �,� STUD WALL I I NSS10x BENT W/ STUD WALL & SHEATHING � .~ I 2x PLATE � RE: PLAN � 2x BLOCKING � �I`-� (E) WALL TO i NEW 2x6 Q 16„ BE REMOVED � � O.C. STUD WALL �� NEW 2x RAFTER w � A RAFTER EXTENSION C� EAVE B RAKE EXTENSION C RAKE LADDER C� �ORNER D BIRDSMOUTH RAFTER C� WALL 55.Z� 3/4" = 1'—�" 55.2� 3�4„ _ 1'—�" SS.Z� 3/4" = 1'-0" 55.2� 3�4�> _ 1'—Q" � ~� � ..�,.._. � "��, ' FOR ADDITIONAL INFORMATION RE: B/S5.21 E� ��ti� Q _ ���`N E..� �y� : � G�'� ti � j j ;� - :[r ti 2x12 LEDGER � W �;tA � �.� . � , (3) #12x4" SCREWS / HSS10x BENT W/ 4°•,,,,� �� , @ EA STUD / �,�;�.... 4 2x PLATE �o�� `� � GLULAM RIDGE BEAM 3/16 O� 2x ROOF RAFfER / � MATCH DEPTH �F (E) �' RE: PLAN / � POCKET INTO STUD WALL 3/16 . / 2x PLATE ------ 1 / (E) STUD WALL f. � � / , ' � - ...�. HSS 10x BENT � � I W/ �/4 CAP �.'S � RE: PLAN � � . . .. � � . . . . . �� � �IN II � . � . . '�' � � �3,� `� o � � SIMPSON LSSU210 � � �� ° � �[ � � ��N ; o f��f4x3x0'-6" EA. SIDE OF POST -- _ 3 16 W/ l2� 3�4��fi BOLTS III II III � } � uu�—�aa � I ( 3� 42" N (E) GLULAM RIDGE BEAM �p � � � (E) fLR JOISTS ( � � � 1�" BUCKET fE�/4x4�/zx ° POST � RE: PLAN , I ( NEW TRANSFER BEAM I I 63�a�� � � � I ( N , � t ,_ � � W/ � "�x2" LAG EA. SIDE � — � � ( RE. PLAN KNIFE f� /4x4/zx0 6 �2 _ W� �2) 3�a� BOLTS � � I i � �� � � ���4x5��aX�'-8" I ' I � � } � � BE� WALL TO � WELD TO BUCKET -'-�/`--` (E) WALL TO ` � REMOVED BE REMOVED ��� � � � � � � � , � ,� � � � E LOW , ROOF Q E BUILDING F E RIDGE BEAM CONNECTION T0 HSS BENT G HSS BENT BEARING Q POST �- z � S�J.2� 3/4 = 1 -0 SJ.2� 3/4�� _ 1'-0" 55.2� 3�q.�• — 1'-0" � `lJ) lll �` � ° , � � � ' � � � � � ,� � -lll c�ll � � � � � � � � � � � � _ � � 155UED FOR: DATE , , PR06RE55 SET Oq.14,O1 GONSTRUGTIDN 5ET 11.19.O1 OCOPYRIG}tT 2007 Ifirk Aker Architects, Inc. 0o ramm etai s � � • `�