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HomeMy WebLinkAboutB14-0215 plans approved �—,�,■ � � � � C �--- CO .�: ... �..�. � +�. � > � � � � � � �'''"� � �� .�../ � 'a t �� � ; ' � � f j� 1 � � ��� � � 8 . 1 � � -{-�- u�'� �.� . .�.� ..� � Iv �. ��' Q�� ���4 � ' � lt tif p � ��\�\\tll !Illt/fj�� 1 --.�.�,,,.,.� �� pQ S� 1 =32 21 174 �� i T"� F�= 135 . 4C1 = � �'°„'� �- 7G . 23 98 ,-- � �-- °"'�,�., ___ _ ____. . -f- 98 .4 �' ���� �`'�'. �/Ail � ����\ � ` � � f �.... ! --�, `�� .� — � --..S�TgA �� "-°---= _ ��`` -�... ���111 N!i/jj ��j ����� 1 , / `" ��. '�f�� �1��l�II Ilti�� ' � """ ' +- -�.... ,.�--. � $ . 7 � � = �:. " -�...,. ' + � � +1 Q0 .2 f' � '`�- \t�ttl flill/fj��� � f 99 . 8 + ��l�li�l�lltl���1�� � _ f I � �—�. —- f �'', .,� � f � �`�` � ������t l��I I 1 t�����\�\ � j AREA C?F / REMOL7EL, f LI �JE OF R a�EDGE �A�a�� � � NE OF SE / I � � S � C� P' E C� F WC� R � : ����,,��1\Illlillfjffj��� � 0 .0 -� � !. -- -" `_' � �� W C;> = — = � / � 1 � NEW WIDER GARAGE DC7C� RS �� � � j �� / � �} MC?UE WEST DUC� R C� UT 24". � � ����1//�IIII 11 ������ �`, / �� / � ` I � � ,-�' `'�, � � � �' � �� � � �-� � \ � '` �.--,. � .. , -_-- ... c� ;. �,� , _ _ _ _ �- , �- - - - / �--+ w � ,,. ��„e� � �.,. � �� �� � - -" ,�� � �=1 `� � � . ,.._.....------ \ 1 � �4 � � � �' � I �.L1 � � � � � � � C � '' � � .� � � 1 ��� � � a�, � � .. a�� � � �' � � \ �, �� c�-, ' ''� �� �� � � � � � � ' �',� �'�'�q ��� ��`� �� � NC} TE � : � � � 1 . BENCHMARK FC�R Pt71NT ELEVATIUNS � �vr �- I � THRESHCJLd OF GARAGE �LAB � � � � � EQUAL TC? 100'-0" . � � I � .f° , e � �, 1 t�'�,, ��� » � � `d��� ��������' �, °�,, �� \ / � �, � �` � �. �. . ,� \ .� � _ � . � � �� � � � � � ��� � a � � � � p� � `� � LE -� AL DE � � RIPTIC� I� �.���$ °� � � / ��°�}�`�& a � � LQT 5 , BLOCK 6 , VA1L VILLAGE , SEVENTH Fl � ihl � �"� � ��.� �� '� • 1 � `� rev�sians : � \ REVIEW 4. 1 . 14 � DRB 5 . i5 , 14 ( _ / � � � praject: 1401 �` ITE PLAN ' � '" ^ 1 �' c�ate: PERMIT � .2 . 14 ' 10 0 5 10 20 q,p ��„�,"■" � $�1E�# 110 �� � w �. ,. � � � � � � � A - 1 ��� � � ��,� � � � �� ��t�� ��� � � _ _ _ _�u� � Er � ��I il • � � � � � �"" � � � �, ��� 31 �-�" � '3 t�► ° : � a�`i 14'_0�� 5'_2" �J.! �—�" � � 5.... 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L _ T L' I .� � p�, j � � ��"� ��� ��� � � � �°' � � ° � � 't� S : 'iv� 7 � l. ,. `'� ftil � < 1 t� � r � py # �s � vi� . . a.... 3v � ^� � �• j„�. � � � � � F' lvn �J <: � I e / j�{ � '0.l� �'vt�r� '� :4FY �5 kA `��.} � n$�s ':<�IO. v+ �M � � �� � � � ti. • N � � � L�. � - � . b . � �.,� � � _ _ � s. � ._._ .._.._. _._ _ � _ � � . ���� � � � a � � e� �� ����� . _ �!� ��4 ���� . � �� � QC� 8 11 " . C;> . DEC �C � � �-� � iz° ��- � o° revisions : o DRB 5 . 19 . 14 o � proj�ct: 1401 � oTE : date: PE � MIT E� . 2 . 14 NC� ALLC,�WAhlCE HAS BEEN MADE FOR GARAGE, STC� RAGE AND BC> ILER RM . � � BEING REGESSED BELC?W GRADE ON SrJUTH AND WEST SIDES . �,�I�� D � � K MAIN LEVEL. FLC� �'} R PLAN she�tna 1 !4" = 1 "-0" HC3USE, MAi �! LEVE �. = 1862 S . F . GARAGE = 4b$ S . F . � _ � NEW GARAGE = 25 S . F . 'TC7TAL GRFA = 3429 S . F . � 4157 S . F . T (�TAL GARAGE GRFA = 493 S . F . < 6Q0 � . F . A �LC7WANCE �,,,��,�� -- • „� tYi * M � � �'�"'�. � C''""0 d�' —� � � O � « � 't�i~i \� �` � � ��... '� � � � �'" t? � �' � �`�""� s� Eti"' � � � � � . � � �d' PLATE HT. � � � c► � . �_ �. .�... �. �_ _._._ _.___ �. _ _ �� ,� .� � 11 �- 10 1l2 +I- • •�••••• _��. � — -- �.,,,. �� NEW RAILING T(� MATCN � UPPERLEVEL � . STL. RA(LING AT WES7 ELEV . 108-6 ��/_ � -- -- -- ---� -- -- ._... _� _� . — — — — — - - — - -- -- - -- - -- -- — -- - � �____._� "'�r _ , fi � � � ,� i �, � �. � t. . ' ,_._ �� I ..._. .,_ ._ �� f � � � CEDAR TRIM C7VER j � ( ( * �■ I ( WF. BEAM Q � f MAIN �EVEI.. j 2x t 0 CEDAR TRIM � � pI � ...._ ..M.. _._.. a.r. .....a ...r .._.. ..� _�... .._._ .._._. .,.�. _�. . . . . . � _ ..._ � °� f _...�. . _ PA I N T � I _ � 10Q-0 .... - - _ _ _ �` � � � ��-- 9' W. X 7' H . SECT. 9' W, X 7" H . SECT. _.""' "_w— I � �"" "`~°- —�—..,. � � Q � N . GARAGE DOOR, OH . GARAGE DOC7R , � �j �"` - -.r..., F�USH 5TYLE, PAIh�T FLUSN STYLE, PAlNT � � ! � `_ —__. � I f � � � I I � � � f ' ( ( � i i � 1 '-6" 8, � „ ��_ � , � �� �,_ � „ �„ � , �, �, �„ �,T.� � � q '-�, F �1 , 9,_a� � �✓ � „ � � � H � NCC� RTH ELEVATIC� N 1 NEW PRCJPOSEC� �� � � � � 1 /4�� = 1 �_0" � � F"'..� � � � � � � � � � � � ___ � � � _ � � n � � � ,/I p � . }�•a�•l t--� �;' PLAT � HT. 115- 10 1I2 +1- ���� � �h" ` ' ' -���� °" �� ��� ��� ��� ��� �� � � �p, p� ` y �4+� 5 �• 3.#' �4 *Y Cia � ?�� UPPER � EVEL � � � 1 (}8-6 +!- � .� _� .P .__._ .- -- -- -� .._ _ _ - _ _ _ _ _ _ _ .M .� . � ._. _� _� ._.. _� ._ _ _ � �� �.��� � '6 b !N� � � / \ / \ ������ �� , _ � � ^ � / \ �� / \ � ������d�` F������ � �. r ' «.e. .s,.� ..�.,., • ( ... ( i � '� rev�sions : i , � i � a � � DRB 5 . 1 � . 14 MAIN LEV� L i ° �,C� I u � a� � i � 00-0 _. ._.. .�. __. .._._ __. ,o .._ ._,. ...�. . . . . _ - - � -- - .._. _ _ _ _ _ � � t� i � � � -----. � -M: _�_.. prrc�j�+ct� l 4� 1 --_.. '--"-- -+..-,.. ,,..�,� C p ---..... „�,.,��, � �� � � � � I ` -- � o I ���.,,,� t1a'��: PERMIT b .2. 14 � f ; � ' � � ; �-�1�■ � � � 1 '-6„ ��_ � � � ��_ � � , b� ��_ � � � �� � � ,_�� � � �„ she�t no. , � � � �i � �TH � �. EVATI (� N 1 EXI � TI �1G 114'" = 1 '-0" ����, DESIGN CRITERIA: KELTON RES( DENCE J0� �: 1305- 16 Roof Live Load { Snow) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ g� psf " Roof Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 psf ���.,� ������'����� .�� r rt Flaor �ive Load _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._. 40 psf �` ;�'� < w �� ��� � ����� � � Floor Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 psf ,; g Wind ( 3 Second Gust) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ gp mph ( Exp . B ) � �. �'�� � �� Seismic D �sign Category _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EXEMPT � � � IBC/IRC Edition _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2012 fr��� ���� '������$��� SPECIAL INSPECTIONS: a . No speeial structural inspections are requir�d . Periodic obseruations of construction by th � structural engineer are not considered to be special inspectians. { E) STUD WALI. 2 QWL. { N ) CQNC. WALLS TO �����f� 4 � TO REMAIN �� ( E) W/ #5 DWLS. x 24„ STRUCTURA� WOOD FRAMiNG: � � � DRIVEN INTO 5l$�r�x4" HOLES C� 12" O, C. AND ( 2} DWLS. IN r r a . Except where noted atherwise, ali 2" nominal lumber, except studs, shal ( be Dauglas Fir- Larch � � FTG. TYP . (� � -" � ° �, � r i .� � (N ) FLUSN BEAM , � r- �2 and better, and all solid timber b �arns and posts 3 nominal and wider shall be Douglas I I � (� � ^ � '�p � � Fir- Larch �2. I1 1 ( 2 ) - 13/�x9Y2 LVL � � �y �C � b. Studs shall be Stud grade and better pouglas Fir- �arch or Hem Fir. � { ( � ( � � � °' c . Built- up pasts shall consist of Douglas Fir- �arch or Hem Fir #2 ar better 2x4 or 2x6 studs � -....�.. .� .�._. ,�. z -� ,� �, per plan and shall be nailed together with 2 rows of � 6d naiis C� 6 " on center along ec�ch � .. � �" �"" � � �" � v" — � � �""" � � � � ° �° ° ° °° ° °` ` � °°' � �° �" � J � � � � h , , t :� ;i r, s _.._. __.. ___. .� .� � .__. __.. � � � � � stud . u • 'v • u � _�... � � . �"I Ul � �'--' d. Top and bottam pfates shail be Dauglas Fir— Larch or Hem Fir #2 and better. j � �s� . . i it � ( I � ' � � ~ �' x e. Beneath solid or built— up columns noted on plans, block �ng af area equivalent to cQlumn � ' + + • r + • ' � � .J .. w�.. _,� .�._ ..,�.. �.� � I � d •� � � .. . . . abave shall be provided within floor joist spaces and in wall spaces belorv. Door or window � � �--. — -- -.... — — ; _,. . �._ . .�_ ... �. ..,,,,^ ._. ,. �.. ; � � � � trimmers consisting of a single stud do nat require special blacking in the joist space. ' �.— — -- — — — --� �..� -�.- .-.... .,_.� m_. ..v... _.M ,_.�. .w...., �..Y . ..._. ;...,.. i I � � f. Except as noted atherwise, minimum nailing sh � ll be provided as specified in the Fasteninc� � � { I Schedule" 2012 18C Tabie 2304. 9 . 1 . {N ) STEEL BEAM PER � SIMF' SOt� Lll28 JOfST � I � 'g, ( ) � ( ( — CUT E CONC. WALL � g . AI1 lumber used irt construction shall h � ve a maximum maisture content of 19 �. PLAN W/ CONT. 2x � v I� ANGERS � ( � I DOWN TO BELOW { N } ( I a � � �' DR1VE- PINNED TO j ( ( � SLAB ELEV. AND POUR E � _ � � FOUNDATION DESIGN . TOP FLANGE 1 � sr r3 � I � { N ) 4 SLAB QVER 1'OP �. �t- � a . Faundation design of individual and cantinuous faotings is based on an assumed maximum ( 2) -Y2"�x6 " LAGS k �� .� � o allowable bearing pressure of 1500 psf ( dead load plus full live load} . � � °� � b . A representative o€ the geotechnical engineer shall verify soils conditions and types during � �j =' excavatian . Because geotechnical informc�tian was nat auaifable at the time of preparation of �� �n aa > the construction documents, we have used assumed values based on similar sites in th � area . Canstruction of the foundation may nat prcaceed without uerifying th �se va4ues. Report any discrepancies frc�m design assumptians to structural engineer for re- evaluatian of (q-}- 2x8 POST foundatian design . CONCRETE: a. Goncrete design is based on th � "Building Cod � Requirements for Reinforced Concrete" { ACI t / I� � f� TH 318) as adapfed by Chapter 19 af the 2012 IBG. ! �,,,,/ � � � !—i 1 � V { V � t_.. 1`� �� � CRLE : 1 �- � � = � � — C� :r �` ' '3;. b . Structural canerete shali have a minimum 28— day campressive strength of 3000 psi. c. Concrete sh �( I be proportioned using Type I — II sulfa# e— resistant cement. Adrnixtures TREATED 2x8 R 2' — Ct containing chloride salts shaN not be used . #4 DWL5 x � d . Detailing , fabrieation and placement af reinforcing �teel sha11 be in accardance with the ACI C� 24" Q. G. �� Manupl of Concrete Practice. e. Except where atherwise noted on the drawings, reinforcing bars shall conform ta ASTM �Y� Specification A615 and shali be grade 60. 4" CONC. SL�B PER PLAN GENERA� REQUIREMENTS: �" `� r-..'1 �� M�� a . Structura{ erection and brc�cing; The structural drawings iHustrate the completed structure ►..,.� with all eiements in their final positions, properly supported and braced . The contractor, in MATCFi ( E} VERIFY SOLID �� � the praper sequence, sha { 1 provide shoring and bra�ing as may be required during construction T. t�. SLAB `�`'��µV `' ' � =---ry�-- � ' o GROUTED CMU A�' to achieve th � final completed structure. Contact structura{ engin �er for consultation (nQt in � ---� .� . �-' �:�-��..�---� °� 2 BEAM BRG. ( BEAR „ '�i confiract} as re quired . � ^ �.�;�; 4" M1N . ) �_�� b . D i m e n s i a n s: C h e c k a l l d i rr r e n s i o n s a g a i n s t a r c h i t e c t u r a l d r a w i n g s p r i o r t o c o n s t r u c t i o n . D o '`�iJi r r �j�'�� �%<' M � �� �� o� ti �i �i �i. 1 4 GONT. HQR( Z. S� � � � nat s�ale drawings. �' ���`� � ii��if�° ` � �`° � c. G o n s t r u c t i o n p r a c t i c e s: G e n e r a l c o n t r a c t o r i s r e s p o n s i b l e f o r m e a n s, m e t h o d s, t e c h n i q u e s, �f!�� , � i��i V E R i F Y S O L I D �{ sequenees and procedures far canstrucfiian af this project. Notify structural engin �er of GR4UTED CMU AT ; — - --; — r — ; �� � � � ;� � � �! � , � � , amissions ar conflicts between tha working drawmgs and existing conditions. Coordinate ° BEAM B (� G. ( BEAR � � �` � `!= r e q u i r e m e n t s f o r m e c h a n i c a l f e l e c t r i c a l f p l u m b i n g p e n e t r a t i o n s t h r a u g h s t r u c t u r a l e l e m e n t s w i t h a a { 1 ) - #5 CON7, HORkZ. C� M ID - N T. q." � � � , � � � � c� � � � � � � r `°��" `°#' ��� structural engineer. Jobsite safeky is the sole responsibili#y of the contractar. AI ! methods � j ' ;`L� 3 � � �� � used far canstructian shall b� in accardance with the fatest editions of the IBCfIRC. � . � �� �� � � : l � � i ( �=L� � �..� d. Details not specifically shown an the �Irawings shall be constructed in o manner similar to the � q." q." � W8x18 OR W6x25 ; Q T. . ( � � 5 D WL.S x ,� � .� ..� �.._. .� � — — — — _.__ �-. ' — —� — — � � -;-� _. �.._ .� J details that are shown for like canditions. These items shall be brought to the attention of # �:..—.....—_.—._ ��.. . .�..�,..._ ..::......... .... .. �. . ......._._. __.._.... ...�...,�_ _.,_: . � . . � . . -;- �} the structural engineer as soon as possible for appraval . Approval shall be obtained prior to °" C� 48" fl. C. � � f � ( DROPPED ) _{ #�--- �- —�— � — '--� - ? '-�-�- -- -�-_ ! —' I ���� � instal ( ation . � ' � 6 ,.�.... _.k.___ ..�,�..., m_........ ..�.w.. _�._w. ,...__...� .��.�..,. z � ; � ' � 1) . ......f t e. All waterproofing and flc�shing is the responsibifity o# the architect and contractor. i J� �� ; � ' ` � � � i �� f. It is fihe res onsibilit of the controctor to contact the structuraf en ineer at the a ro riate ' �' " " " �" � �' � '� ` ' P Y 9 pP P ( 2}- #5' s Ct�NT. �..Y_... ._ �..� ..� ..�.. �.... ..�.. _... _ ...�.....� 1 = � , �' ; , `^^�! ,,� ............. ............. . .. � . .,....... �Ii",,.k;:°::;;°;.. ,,..,:;":::;;::' .,...; ":,::;:°«...,"::::;:Y"..,..�' :::'.::'"....,:, h.,,.. .,1 : ; � f f r!"_1 time ta perform site observatian visits. Qbservation visits to the jobsite by the engineer are NORIZ. TOP & BC?T. � C- - - - - - -1 � . . � . ; � . ' � ( � for determination of generaE confarmance with the canstruction documents and shall not be � ; I = ' I (� ..�....� . .._..._ w.,.,�._.. �.___ 3_. _.. � .. . p �. a l_. _�v_.._ _.�...�.� _.tiwti... .._ . _........._ ..........._ .,, _....._ .ti....wv� .. .. �. .. ....f�..._ ...:.�_.W .�_...._._ _._...�.. . ......._..._� ._. _ � construed as inspection . _ . � �, � C �1 g , Though every effort is made to provide a complete and clear sefi of construction documents, oo �, � � . ° I REM �VE ( E) �LL BELt�W J H�+-f '� . . ..�......_ ..._.....� ..�.._... ._..rv..� .�.�_�� ..,.�.�. �..�._.. ....,...,._. .w.,., �} discrepancies or omissians may accur. Release af these drawings anticipates cooperation and a � .....�_ ____�. �_....._ ___.�.._ ( w.�_..... �.._. . _. � � �. .....,..__ _�...... .��...,... . I � � CUT E FLOC}R JOISTS AND I C F" continued communicatian between the contractor, architect and engin ��r to provide the b �st I ( � X { } �� � . ,r �......... .....5�lC?C_ f3hvE:.....� �.,,..�'fl �E...,.�`L�f:l �N ...... .....�._ � .� _ possible structure. 1`� ese drawing � haue been prepc�red for the use of a �ualffied contractor PERIMETER DRAIN �... ............. ............. ............. � ............. ............. ............ ............. ............. ............ ....�.. � .. � . experienced in the cc�nstruction techniques and systems depicted . PER S�ILS ENGINEER `�» �,� 4�} r � - - - - � . . . f I i i �% I r `°' " `- h . Existing stru �tures. Contractor shall be respQnsible for verifying dimensians, elevations, � �..._.. ... .__,.�._ ..._._._.. ..........w �...._ ............. ............. _........... ._._..�... .m_�__. ..��. w._ �.,. �,.k._..._ _....v...., ..........._ ......._.... ._._�.._, .._.......,. ..4. ��� � framing , foundation and ranything else that may affect the work shown on the drawings. � , _ �„ ' f � � --. � �..,,.I � Underpinning, shoring and brqcing of existing structures shall be the responsibility of the � �_�_ �...._.__ ._.�.__ _..w_...._ � _...�...�.. .�._...... ._.._.... ._.._w._ _,..___. �._.MM �._._� r _ _._..� ..__.�_ .�.��.. __�.�.�. �.._.� .._..�.�. . __,�.� ....�.._.a � contractor. � E 1 � � � I._ _. � _ ...... I .... . ............. ............ ............. ............. ............. .....I..... � � �......`... ............. ............. ....... ' �....... ............ .........., .,........... ............. ............. ............. ............. ...,........ ' �-- --- _ _ 2 JI.�ML�: l�rr � � r � an ( � . ,. . ..,. �.. ............. ....»_..... W...,,,..,. .........,.,. .......... ., ,...,........ ............. .,... � � .. �.. ......._..., .�.�.�,..._. ....w.....J W.. .. . ... ...... .... .. �._. s� �.. ... � �....d_ ._.......�. _.._. .... _. .__._ _._. ._ � 1 �� �,. .�� I-� .._�..�_ ._.......... ........� _._� _. _��.. ..�. �.�. .m._..�. . _.._...� ._.�... ... _.. _�._. .... � � .. �_, .�..__.� ....��. _. � .�..�...M .w.�._._ �.�.�... �._. � I � �...... '... ............. ........�.... � ............. .,......._.. ............. ............ .........,... .........,... ............. ...........� . .. ..,...,...... ............. .._�.....� I � � ' ............ ... .......� ..... ...... ..........,... ........... � i � �4.__� ._.._�.w � ...v�....., __v....... ...... ...... ... ..x..,.. k..w...._. ...,..._.w ...___.� .......�__ ... �� �. _._�. ..,.,........ ..,.,......_ �.� ....ti. __......... ....�....� � � �� __.__�-. � � � � � .� .� w . . � I i ��.�I_ ....�.�. ��� ` ....�...�. _.r.�_. ._.......... ..._...�.. _.�,,...._ ,�..� .��..�,. �� �....�...� �.._.,� �.._�..,.. ..�. �.. ..�....._ _._......_ .,__..�... ..' �.� � � ......¢... ........._.. ..., � .,.....s. ............. ............. ............. .....--,,. c�........... ............. ...,......... ............ ..........._ .......,..... .......,..... ...... � ' � � ....�,... � ............. ............. ............. �� � i.....) ( �i ) F�USH BEAM , ( 2) - 13/.�x9Ya �VL (, � � � � � �._.,�... _...M...._ ....v.,� l _...�...._ _....._.... ............. ............. _.W�.._. ..�..._._ _._....._. ..�.�.._, .._� .... .. ,_.......... _._.,.__ .........._. ,.�.......... .._.....�. _,.._...... .� � —1 � ��. I � ��. � designed by KRM k_�._�._ __..�. �,...�._ � ___.__ �__..�.. .__._..... ._._.�.... ...�._ _�__. __......M w..�.�.. _..�..µ _.�.,_ .,.....�,. _..�..�.. __�,..._. ..��.,�._ _.....�. �..�,.� � rawn b KRM � � � � ( y TDH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ a... _ _. _. _ _ _ _ _ _ _ ._. _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ � _ _ _ _ _ _.. ( _.._ _ ..� ._ ._ _..... �. �...�. _. _... __ _ .�...� _ _ __.. _.._ � � 1 . � � .... ............. ......f...... ..........._ ............. .........,.. ............. ......_..... ............. .... -� cF� ecked b � t�i �u ( (tir € � �r( u ir ir €...... I � ............. �,..,...�- - � .�. .' ....._ _..._ ...� _._. _.._ .` e. � .� .� ' � i t t � � • 1 • t • ( � ( I ++�E I �`I 1�+6 fr�l , 1+� . 11, . ,�; ..� .�-- .Y. � .-- �_I .—..— —.w— .—....— — _ .._ ._.. ——�,. — — —� �.� ( ( issued _....1.._��._ ._._ ....... ....... .... .. �...�. ...._ ...... ....... ...... ...�..� ....... ...... ....... ...... ......�.�.. ; L __ �...... . __:.�:_ �. _ _ _.. _ _ __._� _ ::e. _ _._. v�� _�_1 � I _ .� �.. _ ._ _ ._ _ _ _.. __ _ _ _ _ _ _ _ _. —_ � � � � PRE �IM Cl � /1 �14 � SIMPSON LU28 JUiST � ..�: ...� ...�: .�:: .-� ...� --� ..� ..� ... .� ..� ..�: __.. ....� ..�: ..� ...�. ..... ....... ..�: ._._. ..�� I PERMIT o �1a � �/� �- _. ` � .. � .. • HANGERS ( L ` � � � � .� �.�_ ( E) W8x10 DROPPED � � � } � ��� CUT OFF ( E) STEE�. BEAM � BEAM � � � � C`J {� R TF-I � � l� F� P E�. � �- L�. � C� R F� R ,A 1�1� I �`�J C� sc �, � � : 1 �. ,� � � , _ � „ ,,=3 : ( E� Pi � E co�.. � I � PLAN NOTE � FOR NEW FRAMING . 1 . NEW POSTS BEL(3W { ORIGlNAT1NG FROM TH ( S LEVEL �R ABOVE} ARE INDICATED. � Sh �'et T SCAL.E: �f�." � 1 ' - 0„ 2. EXISTING CC3NSTRUCTI �N IS iNDICATED THU � ( ..�- _..... ...... _..... .�... ..._. � , NEW CQNSTRUC71C7N IS fNDICATED THUS { } . S1 3. FIE�D VERlFY A�L EX1S`i`ING CaNSTRUCTION . REPtJRT TO EN�INEER ANY VARIATIt7N5 FROM ASSUMPTlaNS SMIJWN , JC} B �� 305 - � �