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HomeMy WebLinkAboutB13-0412 plans approved � ; � �� REV1810N8 BY _ d.�.....M.o...�.,�.� I� EYNOTE� . . _ ..r---i�"°''��-�.. -' — , ; � . . `---,.,.. � � � � � __ F __ �;- � —`.... — - �1 .�} Install new 8" x 4 " uminum clad wc�ad casement wir�dow, Field � , ` � _. .. �� verify windc�w siz� before orderin� . Cut �oncrete opening �" more than unit � . - • s�ze in bc�th directions , Place window at the sam� distanGe from �he side � - . , y ` wall as the existing windaw is to its side vvall �o that windows are _ - � � � { ' � - � --- . . . . symetricafly placed in the raom . . � • � � . � : : ` �_�- ` , � -- _ . � . . . ' f � , � � ! , . 2��. Remave e�cistin� sliding c�l�ss d��rs . ep1��c • new aluminum � , � - . f � - � � � � ` � � clad wood sliding glass doc�rs af sam �ze �72" x 8Q" , fi Cd veri�r} . Raise _ . . . r. ,a �..n � � 4��� . . � . , � _ . . � � - ` ' the d�c�r sill so �hat the n�w sil # is 1 " abo ��a�el o� the existin� balcony ��, � �� ' � � � � _ _�___._ _ , � _ � pavers , Cut door header i# necessary. �,,����`;r�Y�:� ���� � '� ��� � � ����� . • _ _ . _ � E � ,._. x - � � . . :k� f v+` . � ' k � ... ._ . . ._ .�_ . . � � � �! �,�y .. b� •�j ' : . t ••% � I � „t . - , � - . . . . . _ £ _ - � . , ; -=-�_- ' 3 . In�tall new ��" x 42" aluminum clad w�od ca�ement window, Field �-,�< � ���,r���,��� � � � f � . - � ' � ' ' ' "� `�:,;/ � ',..,✓ '�'" � '�� y� N � .. a��� � - �, ��, � � s� . � . �, , verifi window size bef�re arderin Cut concret� Q enin 4 more than = � � . . � � . Y � � I� 9 � . � � � � �; � � � r � G ' . ;�, � , � � � - � � unit siz� in bo�h direc�ians. 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" . . . _. .. . , . ._. . . _ . . . R / � � 1�' ���' �-�=��"E �'� � � Plan of �► outh �VUin �� � � : . �� ��� �, � _ � _ ---� . : � � � � �� � _ � � , . ,.. . N_, .,� � 1l$� — 1 ' 0" _, � ` �`�� � u��►wnr � � � '� � ` �� � `�,�,, .._ __ . • � ° �� � �� _ __ . Gt#itGK� D �,. �a, � � � � ����a _ u , . � _ ` . . ���� � ' DAT� � � � � �����a��`. ; l � ��. . �1 ''� �� �c,A►�� �t � .� . -� { � _ � -� : � _ .,oe� n�o. �..��� I � �� � � ��.� I�� � �► � � _ � � �:�� . . __ ����� , � �/1J79 — � ? ' (,7) . tl _ . _ _. _ _ � � s � , OF �, ��.,-. SH��7'Ci, � � ��'��@���f`�fz� _ ��.,,�a� � , i-i ��j�,�,,,'��;`a� � � �� �� g � � � p �E @� c p �' �. $ 67� ,��' , � � �; �, .t� ° °"�" ' �'" 'a s��".. y� \ ` f� r���' .- o�, n � ��{ .��,,`�" ;�,r, "�-�'�' „g {t� � � As?,,, �`�„��,- �M DESIGN CRITERIA: VILLA CORTINA UNIT 260 REMQDEL JOB �: 1304- 11 ,,; �-, � g €}�q � J°. �� i t # � P�..�.j i� Roof Live I�oad (Snow) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100 psf Raaf Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 80 psf ' . {N ) STL. L PER PLAN Floar �ive Load _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 40 psf .� � Wf ( 4) — �" �x4" EXP . � �-- � Fioar Dead �oad - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 65 psf � ~ ANCH . ' s [ (6) — �" �x4" �' � `�' Wind {3 Second Gust) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 90 mph { Exp . B ) O O O O EXP . ANCH . ' s C� SIM . ] � �1 ci� S�ismic: • -� ¢ � Importance Factor - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - 1 . 0 — — — — — — — — — — — — — — — — — � rn Design Categary - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - B 4" — � �o Site Class - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D MIN , � � � °�....' SS - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - 0. 258 S1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0. 073 Z +T � IBCfiRC Edition - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2009 � � � � N ( 2009} Per iBC 3403. 4, lateral load elements may remain unaltered since the aiterations to the � � structur� da nat increase the demand— to— capacity ratio by more than 10�. � � z � CUT ( N ) OPENING O � SPECIAL INSPECTI4NS: PER ARCH . � h � � �y u.� a . No speciai structural inspectians are required . Periodic observatians of construction by the �� � � a� structural engineer are n �t considered to be special inspectians. � � o Q � m GENERAL REQUIREMENTS: � +�'' 'C? ¢ t1l Q.. > a. Canstructian practices: General contractor is responsible far mear� s, methods, techniques, sequences and procadures for construction of this praject. Notify structural engineer of omissions ar �onflicts betwean the working drawings and existing conditions. Coordinate requirements for mechanical /electricalfplumbing penetrafiions thraugh structural elements with structurai engineer, Jobsite safety is the sofe responsibility of the cantractor. Afi methods � SCALE: 3/4�� = � '- 0" used for constructian shali be in � �cardance with the ( atest editions af the IBC/IRC. S1 � ~] b . Details not specificaily shown an # he drawings shall be constructed in a manner similar ta the �� details that are shown far like conditians. These items shall be brought to the attention of ��� the structural engineer as saan as pas�ible for appraval . Approual shall be obtained prior ta installafiion . c. it is the responsibility of the cantractor to contact the structural engineer at the appropriate time ta perform site observation visits. Qbservation visits to the jabsite by the engi� eer c►re far determinatian of general eanformance with the construc�ion documents and shall not be � construed as inspection . d. Though every effort is made ta provide a complete and clear set of construction documants, discrepancies or amissions may occur. Release af these dr4wings anticipates cooperatian and continued communic�ation between the contractar, architect and engineer to pravide the best possible structure. These drawings have been prepared for the use of a qualified contractor �_�� experienced in the constructian teehniques and systems depi�ted . e. Existing stru �tures: Contractor shall be respansible for verifying dimensions, eleuatians, 4 ; ^ v � ._ � � _ e T � _ _ � , � _ � , _ .� _,._ ` ._._ �. _ �, .._._ ` f � �. � framin foundation and anything else that may affect the wark shown on the drawings. ' ' ' ' — -=- � — — — — �- ; — — — , ; — —� — — ; � — Z — ; � — — — — $ — — � Z ' � ` � --� � � � s 'r �° ° — — — � ; — � � °_° t { � .�.. � — '_1_ i ° Undarpinning , shoring and bracing af existing structures shafl be the respansibility af the ` ` � I • , , , $ ; ; , 3 ; , i , , , , � � , �.a► contractar. I � ; ; ! + ' ' � ; I ' I I j � k W ' E � 1 � i i i i i ! , � ! � ; I { 1 # ¢ i � ? ' E j I � S � I � � � ABBREVI ATI ON LI ST � _ � � � ; , i � � ; � ; � ; ,j ! � � � (/�] � . , � I i E + � { ' � �.k V ? ' i i i � � j ': ( j � j E � � i � � � A. B . ANCHOR BOLT �AM . LAMINATED f � ! � , , � ; � � � � ; _ ( E � � ( � ryi" '� 1 � f i : � ? i ' f i i i � � ! 3 ' i A. F. F. ABOVE FINISHED F�OOR LLH LONG LEG HORlZONTA� ' t ' ' ° # � � � � A. F. G. ABOVE FINISHED GRADE LLV LONG LEG VERTICA� ` ' ' ' ' � " f � ` � � ` ' ' ' � ` ` ' � � �3 L.0 � ' ? 's i ? i ! I E I f I ' ' i i I ° j ' � ADJ. ADJUSTAB �E L(?NGIT. LONG1TUDiNAL � ; � ; { ; ! { � � , , ; ; ; , i ? f j � I ANGH . ANCHOR LTWT. LIGHTWEIGNT ; f ': i ; ; I � ; � I i j ; � { � f � , � � � APPROX. APPRQXIMATE�Y �V� LAMlNATED VENEER LUMBER ° � � � - � f � S � i I � ! � � { f � i � � � � i � E 3 i ' : � i i . ! � : ARCH . ARCHITECT LS� LAMINATED STRAND R ( M MATERIAL � � F � � 1 � I : � � I I � � � ; f ; i � I � BD. BQARD MAX. MAXIMUM , 1 # , , � a ; ( E ) 10" + 2 " PRECAST PRESTRESSED DOUBI�E TEES , TYP . . � �j� � � a ; --� B �DG. BUILDING MECH . MECHANICAL i � ` _ � � ; � > > ; � �� BLKG. BLOCKING MAT'L MATERiAL � ' ` � � ' � � � � ' � � � ' ° ' ` � � � � , ± ; � �� BM . BEAM MANUF. MANUFACTURER i ; � � ' � � i � i � i � 's ; � ` ! i i ( � � • � BOT. BOTTOM MIN . MINIMUM � ' _ � � ' � � I ( ��>" M--�1 i i [ i i i I � 1 j � ; ! � � , 3 � � � � � � � � � B . O. W. BOTTfJM OF WALL ( N ) NEW ; , ; � BRG. BEARIIVG NOM . NOMINAL 3 ; ' � � 3 ` _ = i ' ' � � ; + � E , , ; � R , � � � ' i ; ! s ? i t^�..,_ CANT. GANTlLEVER N . W. NQRMAI. 1+YEIGHT , ; , , , , ( I r"'- C. J. CdN7ROL JQINT O. C. nN GENTER ; ; s ! € � i ; Fl ; � ; � j + � j � E � � N4TE: CONTAGT ENGR. FOR ���� � ' ' ' ' ; ; � ; = i ' ; � } t < < ! ! I ( SHORIN6 t?ESfGN. IF DESIi�D � CMU CONCRETE MAS�NRY UNIT OPNG. OPENING � CEM . CEMENT OSB ORIENTED STRAND BOARD ; ' ; ; i ; = i � ; ' ; i ' � � � � GLG. GEI �ING f� PI.ATE � � � , . '; � i . i . 1 � � ; ( ( � . � � i � _ ; _ ; � � CENTERLINE PLYWD . PLYW04D � _ ; i : � ° ; E ; ; , ; � � ; j � ( CLR . C�EARANCE PKT. POCKET 3 f { ; ! ; i = ; ; ; ; j ; ; j i I ; � I �� CO�. CQLUMN R . O. ROUGN OPENIIVG I 1 i ! ` i i � � ' ; ` E ` ' F � � � ' ' fi C4NC. C4NCRETE RAD . RADIUS ; _ ; ; i + E � 1 i ? E i ' ' ; I i I I I � C(�NN . CQNNEGTION REF. RE�ERENCE ' ' � Gt7NT. G�NT{ NUOUS REINF. REINFORCEfREiNFORCEMENT ; ; ; ; i ' ; ; ; ; ' ! ! � ; I � I i CONST. CaNSTRUCTION REQ' D REQUIRED � ' � ` ; , E ; ` ` 4 ` ' ' ; i i ; i � � � C. P . CRIPPLE Pt7ST RET. RETAINING = : ; _ ; � € ! � ; { ; � _ � ; 1 � i � C. W. CRIPP�E WALL. REV. REVESION ' ` ? : � � j , � � 1 � DBL. DOUB �E R . S. RUUGH SAWN , _ , , � ; ; ' � , I � DET'. DETAIL SCHED . SCHEDULE � ' � ' � ` f � � ' ' ( � V�`° i I ' E ( 1 � �\ DIAG. DIAGONAL. SECT. SECTI4N , i , i ' i , ; , ; ! � �� s� ; � ; ; ; , x DWL. DOWEL SH T. SHEET ` ; ; ; t ; � � ; , , ; � i I � c�o DWG. DRAWING SIM . SIMiLAR � � ' � ; ' , , ' _ � ; i ? ( � C° �-� - � � ° � � z I ---� A. EACH S. I . P . STRUCTURA� INSULATED PANEL ; ; ; ; ; ; ; y ; ; _ ; � i � 5 E. J. EXPANSION JOINT SPEC. SPECIFICATItJN E ' � � ; ; � i � � ; ; ; ; i ; ,� , : ; ; ; � � �, E�EV. ELEVATION SQ. SQUARE , , ; , � , i i , I ENG. ENGINEER STD . STANDARD t y S1 ? i ; ; ' S9 ; ' i ' �I I , S1 ; i i 3 � � NEW QPENING d �Si 11 �t� � EQUIP . EQUIPMENT ST�. STEEL ` s��? ^. � , T.. ` _ _ �. f S� � } ! t , � ! � : � , � ,:, � ,�� ? � 9 Y MTN ; � _ _ _ _ � _ _ _,.. _ _ _ � ._.;e _ —� � _ —.� � � � �� � � drawn b - -�- ; ' - - -; - - - - F-; - - - - -=- � _ _; � _ _ _ _.. _ ` � � _ _ J � � �,. � �� � � �� �w � �.� Y �; _ � �. _ _ _ � � � �°-a M TN EQUIV. EQUIVALENT STRUCT. STRUCTURA� — — — ; ; s ( — — — — , � EXSTG. EXISTING T8cB 70P & B �TTOM � � : ( N } L 6x6xi ' ( N � L 6x6x1 ` � N ) L 6x6x1 ` � ` �" �� �`"'' � � ` � (E} EXISTING T&G TONGUE & GROQVE , � ; ; , , . °; ° : �� � ' Ex� . Expa�v �ioN T. o. ToP o� � ; � ; . , � , ; i �� � � � �� � . � ��� � � � .., checked by TDN 1 ; � , � 3 i � t : � � ; � � � EXT. EXTEREQR T. O. C. TOP 4F CONCRETE � 4 N � - _ _ ��m, �„�� � � � � � � F. D. ��OOR DRAfN T. t�. F. T4P OF FOOTlNG j ; t ; i 3 � ; a � � �- - -���� =����_ �> 15SU8d , � ; � . NEW OPENIN � � � �� FDTN . FC?UNQATION T, {�. �. TOP 4F �EDGE `' � ' ` ; i ; > "-� FLR , FL�4R T. 4. M . TOP OF MASQNRY � � I ; ? _ ; i H ' �. � � ._ . � ��..w _ u, _.��_.__. . � ��<��--- �n PE � �V11T C14 ,f11 13 "� �� �� FRMG. FRAMING T. �. W. TOP OF WAI.L , ' , ' ��~�� � FTG. FO�TING TNRU TNROUGH = ; GA. GAUGE TRANSV. TRANSVERSE ' ' � ' GALV, GALVANIZED TRTD . TREATED GEN . GENERA� TS TUBE STEEL COLUMN RAISE SLIDER APPROX. 3" � � � � � G. L. GLUE— LAM TYP . TYPICA� � ,�� GYP . GYPSUM /GYI' CRETE U . N . O. UNLESS NOTEd OTHERWISE �,�, `a�� HDR . HEADER VERT. VERTICAL H4RiZ. H4RIZONTAL V. I . F. VERIFY IN FIELD NSS HOL�.QW STEEL SECTION W. F. WIDE FLANGE N (� R TN NT. NEIGHT W. P . WATERPROOF TH I R D � L V V � � R f'1 �V 1 � �� l7 P L A N SCALE : 1 4r � = 1 � — Q �� INT. INTERIOR W. W, �. WELQED WIRE FABRIC INV. INVERTED WD . WOOD ,�sT. ,�o� s�r w/ wiTH � PLAN h� OTES FOR NEW FRAMING : sheet K KlNG S7UQ Wf0 WITHOUT 1 . (E) REFERS TO EXISIING CONSTRUCTION ( — -- — --- --- -- - ), (N ) REFERS TQ NEW CONSTftUCTION { ) . JC� B �1 � Q4 - 11 _ _ _ _ . _ _ _ _ _ _ _ _ _ __ _ _