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B11-0346 plans approved
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T41�1 � � � � � 40 � Ga Hl�IY ( � 24, 5U I T� I� � � � � , � .o . �3oX .� � � r 22 � 1��LL �TR� �T SUiT� 2 �-0 ���oN , GoLO ��r�o �- a � � � �DV�I�fiZDS, �aLo �2�no 8 i �i42 V,�-4 i L , G� 8l 65�7 i� .0 . i30X �4 ) �f � � �' ; ��t �t 0) Q26 - �7 � 0� � L?O 81 C� �� Y !"'� �._ r � � �� �/"� � � � � �'Q7Q,� �f2C -� bID (��X) „� � f (Q �7 �) 84�- 1041 �a �o) a �-� --aa -�� �� �x� � � � � � ' a► � ; f �* � � � � � _ ; ,� � } � � _ � � a1� i l�� I 1� � o �M� T i a �N C� � 1� � �� �. GD �I � Tfi�U � T I Q �l : 1� aT� � : ► �-��TA-� ,o -� � o ; t� �� � 11� � I �l � � �C (� � Q Q , „ 1 . THE G4NTf2A�GTOR {5 TU GOORDIN�4TE ALL WORK 1NITH THE W/�LL STi�ET BUILDING PR(7'ERTY MA�N�GER, � �J ; Got�M��.� i �� �o�� � �- t� � � � ��� � �G 1 VI�l�L Pi210R TO THE START OF GONSTi'2UGTION AND A5 REQUIRED DUi21NG THE GON5TF2UGTI4NF'ROGE55. NIGHWI�Y 6 2 . THE GONTRAGTOR YV1LL VERIFY i7�41LY WQRK 5T�4RT � STOP TiMES, LOA�DING /4ND DELI'�ERY � NI- wa f ��O ��R �.j. REQUIREMENTS AND OTHER TOY G4NSTRk1GTION REGUtr�T10N5 WITH THE TOWN OF Yf�e1L tiND SHDULD f OBTAiN ANi7 FOLLOIN THE INSTR.UGTIONS IK THE "VAIL 2011 VA.IL Vlt_.L�4GE AND LIONSHE�D YILLaGE vILLAGE PARKING � � �U � � r DKPtWII�G' INU�X GONSTRUGTION INFORMATION H�NDDUT", ZOhI{NG INFORMATION STRUG7URE ,� �-- � � � �� �� � � � �.O.JEGT DC�GRIPTIDN � �� J � �/ T � � ,� �/ � � � T I O ! �l 3 . A�LL BUILDING GOMMON AfiZEAS A�DJAGENT TU TH� ,4i�l� OF WORK ihRE T4 BE PROTEG'ED AND KEf'T � � � � _j , P�UIL.DING GOI�E NOTES GLE�N DURIMC THE ENTIRE W�RK PROGE55. f ^ ` ^ ', T MOV�L OF �t PDRTIDN O� EXT6�IOR GEM�NT STUGGO QN GMU EXTERIOR WALL 4 . THE GONTR�GTOR SHOULD NOTIFY THE A�RGHITEGT QF �NY DEFIGlENGlES IN THE EXI5TI1� GOI�l5Ti2UGTiON E�hST NtEfi�DOW DRiVE � v 1 V � � � G�NERA�L GONST'RUGTION I�TC-� � � . ' LOGA.TED BETWEEN EXISTING 1NIND01N5A� THE INST�LLATION OF � NEW FIX�D WINDOW A5 IT REE_PLTES TO QUA�L.iTY, Sf�FETY �4ND BUILDIMG GODE I55UE5. d- ; KkY PLAN �N X TO MA�TGH THE EXlSTII�G. THE WORK YfLL AL50 REQUIRE T{-tE INSTf�Lt�tTION OF /� NE1N � -..-I N STRUG7URAL NE,4DER. TH�4T WtLL 5Pi4N (�YEt2 THE EXISTING WI1�t70W5 A�5 WELL A5 THE 5. BaSED ON � IELD OBS�t2Y�4T10NS AND A GCJN1lER5ATION WITH THE BUILDING OWKER, THE EXISTING GC1RE GREEK � Jdt- I �XISTING J�ND PR01'05ED FLOQR t'LAN NEw. IT SHUULD BE NOTED THA�T THIS NORK IS BElNG DONE IN GONJUNGTiON WfTFf WORK EXTE�:lOf2 YV�4LL GDNSTIZUGTION GON515T5 4F NOM. 4" TH{GK GNN f�T T{-IE EXTERIDR 51� �ND NOM. 4" ■ � � PRUPOSED 50UTH EL�1/ATION IN GONDOMlNIUM UNIT 3�8/30q A80VEBUT UNllER fk SEPI�RA�TE BUILDING PERMIT. THIGK BRIGK DN THE INTERIOR 51DE OF THE WALL WITH M�NY l�REAS HAYiNG REGEIVEL� DRYhlI�LL ON \,a � E�T�IDR �tL.�.. �I � �ISTI� �sT�D I���.Y WDOD �URiZING ON THE INTEtZIOR SIDF �F Tt-1� WF�LL. ` WI1�lU0W NOTES 6. �4LL NEW INTERIOR �hND E�CTERIOR Mf�TERl �LS ?�RE T4 MA�TGH /�NII BE FINI5HH7 TO MATGH �� t EXISTING. il-- 7 . EXTEi�IOR W�4LL GONSTRUGTiO�k TO REPLRG� EX15TlNG AND FIi�l15H �N �XIST[ N'v ANU NEW YVP��LS. � GREEK _ , �4. REFER TO FIi2� f�TED r455EMBLY NC� . I ON SHEET ND f�- L C-�OR� D�I � ". �-rr�uc�ru�L � U I L� 1� 11�1C� GC� D � 1�lC� T � S : �_ � B. R�MC�VE EXISTING STUGGO FINlSH GO�T �QR THE F1 �5T �i ° FROM THE EDC-� OF NEW w � �- � ' C � } N .4LL THE W �LL W -r..�- 1 �I..ODR f�2AMING PLAN i . ALL WORK W1 �.L BE GOMPLETED IN�tGGORDI�NGE 1NITH THE 204�i EDITIONS OF THE SHEI�THING ON �RAME W1�LL5 RND REM44�E RLL L005E Mf�TEi21A�L O � � � � � STRUGIURAL. NOTES ��1NTERI�I�TIDNAL BUILDING GDD��� (ac�, �� INT�RN,hTIONRL ETIEt?.GY GONSERYA�'ION �1R��GES TO BE GOVEREI? WIT�# THE NE1N STUGGQ GOA�TINCa 5Y5T�M. �LSo S�RI�PE �oWN ��� „ THE HIGHEST RIDGES OF THE EXISTINC� FIN15H GQ/�T TO i�.EDUGE THE f�MOU1T THE MESH DF � � ►u GODE AND TC7WN OF VAIL ORD1N/�tGE 18 SERIES �F 200a F4R �lDOPTIOhI G?F THE STR�ET � �""" THE NEW STUGGO 5Y5TEM WILL �'ROJEGT FROM THE �J�GE DF �XISTING GNJ 1NJ�LL. BUILDING �BD`�!E L.15TED G017E5. � 2. BASED ON HEIC�HT AND BllILDING �REf� OF THE EXlSTING BUILDING WQULD PRESENTLY G. �'ROVIDE 5/8 " TYPE "X° EXTERIOR GYP. SH�,�THING FLU5H WITH FAGE OF DCISTING s ` BE DESfGNATED A5 �4 TYPE V-�. :ONSTRUGTION GLA551FIG�TlON. �LL NENI WORK �D.1/�.GENT GNN WA�LLS Ol/ER 2x6 STUI?5 A�T 16°C?.G. WITH FURRI �IG OR f�T �ONTR�4GTOR5 � � .� � ,� �� -� WILL BE G�tr1PLETED iN P�GGORt?A�tGE WITF+ THE REQUIREMENTS OF THIS OPTION Y�11DEtZ 5TUD5 FOR f�UGNMENT WITH FURRING ON THE INTERIDR 51I� OF W�LLS. 24.p Q ROr4D \� � GL.P�551F1GP�TIDN. D . FILL THE ETETIRE STUDf �URRING GP�VI7Y WITH �3A�TT INSUL�TION �iZ-21 MIN.� � pL R�N�H � � -. tC� N ��.�� 3. THE EXISTING BUILUING 15 ,4 MIXE� 4GGUPANGY, UNDER - THE PRESENT G�D� THE 15T. E . PROVIDE �/S ° TYP� "X" DRYYVJ�LL 41/�R �i MIL POLY V,4POfi� BP�RRI �R OV�R THE INTERI4R ��N,� FLOOR 15 GL.A551FIED A5 J� M-OG:UP,dtNGY, T#�E 2NL� FLOOR, WHIGH 15 WHERE THE ��GE OF 5TUD5. WORK WlLL OGGUR 15 GL;h551�lEDfitS f� B-OGGVUPANGY AND THE 3RD. FLUOi�. r�ND LOFT LEYELS �RE GL�4551FIED �45A� R2 OGGUP�t�GY. /�LL WORK 5HC7ULD BE F . Pi�OVfD� SELF ADHE5IV� YV�T�RPR40F MEMBRI�NE QVER F,�GE OF t4LL flCTERIOR GYP. CAM1'I..ETEI7 IN �GG01�D/�NGE WITI- THE B GLA551F1G,4T10N. SHEATHING AND EXTEND 6 " DNTQ THE FAG� O� EXISTING ADJf�GE1�T GMU I�I�LL . IN � F M rHE ADDITIOt� EXTEI�D MEh�BRANE iNTQ THE FULL D�PTH DF R�UGH OPENINGS hT NEW Date : a-q- Il 4. TH� FAGE OF B4J1L]�iNG WHER� TF#E WORK IS TO OGGUR la LE55 THA�N 30 RO y� INDUWS. PROPL�.TY LINE 5U WII�L HAYE TOBE ( -HR. FIR.E RE515TIVE GONSTRUGTiON. G. PROViDE N�W GEMENT STUGG4 5Y5TEM GDHSI5TII�C� 4F WIRE MESF�l, SGR�T.H GOA�T, RGViS�d : $�OWN GOf�T AND FINISH G0�4T (T4 MA�TGH EXISTINGJ OVER THE ENTIi»?E YVhLL SURFAGE � I G I ! � � � ��� , (EXISTING A�ND NEI^� W�lERE EXISTING Wl�LLS HA�VE BEEN REMOVEI7 P�ND RfPLA�GED WITH � WOOD FRp.MihiG ,+�Nl? NEW WINDOW H,�VE BEEN IN5Tr4LLED. Pi2DVIDE DRIP SGRE�D ; TERMIN,�lTIOTE P�T BOTTOM 4� �4LL NEW STUGGC7 . SG�L�: N.T.S. uORTH H. PA�INT �INISH GOA�T WITH ELA�STOMERIG f�f� INT TO Mf�TGH EXISTfNG �ND PR71lIDE GI�ULKING A�T iNTER�GTION hIITH EXISTING /�ND N�W WINDOIN TR.IMS Ai�i17 D1551MIL�R fl/�TERI �L ��`�r� C� �� ���� � w�� src�cco �s r��zM� N���. � �.� 6 �� � � �� � �� � � � � � A � � � � ' Sheet Number �,�� : ����4� Ya �� , � � � � � 1 , � � �� � � '��° � � � ; - , , , i � � r'� � . � , _ _.._-- � ' i �� �,� a t, q . , � p , ; � GY��IM �lGJ5OGI1btTIO� I -HDUR PDRTION OF 57UGG0 OM GMt1 WALL AI�N � BETYyEEN EXISTING WINDOWS 15 TO S R G� FIL.� NC3. 1Ni� SIOS ` C-�NEialG � ! �?E e� �r�ovEn �NV � NEw wiNDOw 1 n ; MATGHING THE EXISTING 15 TO BE r- "� � , INSTALLED ; G1f'i�51JM W�LL80�4Ri?, GYiaSUM SHEATHING, YVOG?D 5TUD5 , �,� \,i4r ; ' �XTi=Rll�2 SIr�. THIGkNE55: Vf�RIES I I tS '� 01+IE LAYER 48" WIDE �/8" TYPE °X" GYPSUM SHE�T�IING f�PPLIED � =` .� ,`� . Y .• . .- �.�--; ' - " •. �! '� �G' � , P�RALLEL TO 2x4 WOOD STUDS WITFf E-3/4" GALYANIZ�D ROOFINC� , APPRC�X. lNE1GHT: 'i P5F ' � 1 I � � V / l f � Q I � � : NAILS,� D.12o° SHANK, �I/I6" OR t/2" FiEA175, 4°o.c.. I�T 1/ERTIC�L ..IOINTS FIRE TEST: 5EE YVP 3510 � � /�ND "t o.c . AT IhITERMEDI�7E 5TUD5 TOP r4ND BOTTOM PLATES. JOINTS a�3 { I, � (UL R3501-4"t -4$ 9-17-65 ; OF GYPSUM SF+F�THING MI�Y BE LE�T UNTREA'fED. EXTEi210R GLADDIt�iC-� � , //Jr I� 1 I . THE NEW WINDOW 15 TO B� METAL GLA�D WOOZ7 WITH TH� GLA�DDING UL DESIGN U30q; � Wl�yppW � � TD 8E /4TTAGHED THROUGH SHEATHING T�J 5TUD5. .. - ._ :=_ , c : � . - . :- - UL Rl�iq-l2q, ?-22-7Q FiELU VERIFY " ! GOLOR TO BE SELEGTED Fi2f3M STA�NDARD AVAILf�BL� TH�4T M05T ���_51DE� UL D�51C�N U3f4) v � GL05ELY MATGHES THE GLA�DDING OF THE EXIST(1�[GG WI1�lI70W5. FIFLD VERIFY SIZE WITH THE HEIGHT �X15TING WINDQWS AND THE A�ND DNE LA�YER 5/8° -r,rPE °X" �Yi�SUM YVALLBOARD, W�4TE�2-�515TANT i'r' DISTANGE BETYJEEN TH�M THE NElN UNIT 15 TO BE NNLL�D DIREGTLY TO 6YP5UM BAGKINC� BDARD OR GYPSUM VENEER 8�5� APPLI�D GORRIDOh2 + THE EXISTING. i'f�Ri4LGEL: OE? AT RIGHT A�NGLES TO S7UD5 Wil'!-E 6d CAATEU NN,�ILS, EXISTING WINDOW V (''� � t-'7/8" L.OHG 0.0915" 5H�4NK, I/4° HEPSDS, Tb �. (L,,OAD BEARIN6) TO REM/�IN � � � 2. ALL WINDOW UNlTS ARE TO HA<VE �4 U-FAGTDR OF .3U MAXIMUM. i t�vu�: � xT� � � a� �L�. ����r��1.Y � � o �• GLAZING IS TO 6E INSULA�TED L4E-E A�D1/ANGED HIGH f�LTITUDE. - � 4. PROVII7E NEW GONT. DRIP �L�45HING5 A�T THE HEA�D �F EXISTING AND ' NOT TO SG�LE � � � NEW WINDOWS ! N .f� G4L4i? T� MA�TGH THE GLAI7DING. SUITE 240 �. !.[� Q � t� m � � i cn � � u.. � _.,t 0 � � � tS� p � . v � : � X ! � T i I� C� � N� � ° � � ; � �-- Q � � �' �C� �'' Q � � L"� � L. 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UNDER. � SEP�4i�TE � c-�-___---� , ' � ' � � '., • `. ',� ' �,:'., � ,• � : �•:::� ,•: , ,_ PERMIT- NEW FIXED AND ; ` •;' �.; -�,�•:�ti: , ;�; �.Y:...r:�_:.�-°� - .. OPER,4BLE WINDOI^i5 /�RE (t�t � 4 , "`'`r`"..;••��.;. . : r � .,•. : '-; : V.:... . � TQ BE INSTl�LLED ihl �--- � � � ( .. �. �.,,,�` • F � - ': , y � '�= ��• : . GONDOMfNIUM NO. 308/30�i c.s � ( . _ ,. . ..,• ;� .. : ,. : - ' : ., = - . . . . . � � . . . . . �'. ti' • r. • � � • - •�.: � t �� � . ` � � . •"�. . ~ + • `• •�••� . . . � . . . . � . � � �� " � � ` . . . . . � � . . . . . . .a� •�� �� ~ �•� • � •��`� _ A . . "�•� � � • - • •4" • . ?�'-,.�.�;,•�' �.� . . . r'[ � . � . �: .: . � . . . . . ��' • . . . . "� . ' . ' .> • '.� `� . . � � i. : � � ��� a:� �� . ' � . 7 ' � ' • ' . . � . • � M1t . 'ot . 'i.t:r'• sy�• �'k�`.� ' '• ..A•. . : •i'.' . .� . . � �, •. �... SM` �. � • . �. � Yt . � . . �p. � I �. . . � � : w . . . .4 + •. . • : i�• . �.. . . �t • � � ■ � - •. t. ��.� ' . . . 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ALL�Y' BETYdEEI�I BUILDINGS ReViSeGI : ;; � ��vvr� �� �� i6 � , � �o � a � � t� SouT�+ � L � �� r l o � � � � � � F� � �� � � � � � � � � � � � SG�LE: t/4" - I '--O° ��� : ���ar�..�-o��. , s � � ° �� � : ' ���� a ��� . � 5heet Number � ' � � �� � � � � � � , a � � , � �.:� �� , � � ���_� w � � ��a � �� G���ti� �� ���f�'��e��a� m �'�y m � �; . � 1�: e }°�°� ^ �� "� �� � ';` -�.r � � � .�> � ��� ,. "'!) � op� s . . . � . . . � . � . .� . . � . . . � . . . � . .. � � . . � . . � � . . . . � ''+.;�},�.n��� � a.,�� .,�'�,'�`,�"� � . � , , . . . . . . . . . . . . . . . . . . ,/ mwt�sm� �,�'^, ° . � � . � . . . . . � . . . : . . : . . . � . . . � . . . � � � . . ;�.1� t . { f�fhy,Nk l. �r�.� .�� � . . . . . . . . . . � . . . . . . . . . . . . . . . . � � . �. � � . � . . . , .. , _ � :. � � . � . . . � . . . � . . . . � � � . � . . . � � � . . . � � .. . . . . . . . � . . � � . . � . . � . . � � � . � f� � .� � � � � � U � � Z -� p � � � � � v � v Z � � � ' � .�" DESIGN CRITERIA: Wall Street #240 Header JOB #• 1108- 12 �NERAL REQUIREMENTS: � � � , (� •- � Roof Live Load ( Snow) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 00 psf a Structural erection and bracing: The structural drawings illustrate the completed structure Z � ; Roof Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 psf with all elements in their final positions, properly supported and braced. The contractor, in p � Floor Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 sf the ro er se uence, shall rovide shorin and bracin as ma be re uired durin construction U � N 00 � Floor Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P P P , q P 9 9 Y 9 g . _ � � k 50 psf to achieve the final completed structure. Contact structural engineer for consultation (not in p �.n � Wind ( 3 Second Gust) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - g0 mph ( Exp . B ) contract) as required . L `�' � � Seismic Design Category - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' g b Dimensions: Check all dimensions against architectural drawings prior to construction . Do � -� o o i � � mU € I B C/I R C E di twn - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 0 0 9 no t sca le drawings. J I c Construction practices: General contractor is responsible for means, methods, techniques, �- Per IBC 1614. 3, the alterations to the structure do not increase the seismic force in or decrease sequences and procedures for construction af this project. Notify structural engineer of � n � > � the design strength of any resis ting s truc tura l e lemen t in t he bui l ding by more than 5�. omissions or con flic ts be tween t he working drowings and existing conditions. Coordinate , requirements for mechanical /electrical /plumbing penetrations through structural elements with structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods SPECIAL INSPECTIONS: used for construction shall be in accordance with the latest editions of the IBC IRC. t � d Details not specifically shown on the drawings shall be constructed in a manner similar to the � ! a . No special structural inspections are required . Periodic observations of construction by the details that are shown for like conditions. These items shall be brought to the attention of ------�� ; structural engineer ° are not considered to be special inspections. the structural engineer as soon as possible for approval . Approval shall be obtained prior to � installation . � f� � ; e All waterproofing and flashing is the responsibility of the architect and contractor. �, � ; STRUCTURAL WOOD FRAMING: f. It is the responsibility of the contractor to contact the structural engineer at the appropriate � � ; time to perform site observation visits. Observation visits to the jobsite by the engineer are � ° � � , ; a . Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir- Larch for determination of general conformance with the construction documents and shall not be �] � � ' h #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas construed as inspection . � � i Fir- Larch #2 g Though every effort is made to provide a complete and clear set of construction documents, � � � ; b . Studs shall be Stud grade and better pouglas Fir- Larch or Hem Fir. discrepancies or omissions may occur. Release of these drawings anticipates cooperation and ; c. Built- up posts shall consist of Douglas Fir- Larch or Hem Fir #2 orM better 2x4 or 2x6 studs continued communication between the contractor, architect and engineer to provide the best � � � per plan and shall be nailed together with 2 rows of 16d nails � 6 on center along each possible structure. These drawings have been prepared for the use of a qualified contractor � �g stud. experienced in the construction techniques and systems depicted . ' d . Built- up beams consisting of multiple 2x members shall be nailed together with two rows of h , Existing structures: Contractor shall be responsible fo� verifying dimensions, elevations, r h w 16d nails spaced at 12" on center, or with two rows of 1 /2" diameter thru - bolts spaced at framing, foundation and anything else that may affect the work shown on the drawings. � `.J � � � 24" on center. Underpinning, shoring and brocing of existing structures shall be the responsibility of the � contractor. � H ' e. Top and bottom plates shall be Douglas Fir- Larch or Hem Fir #2 and better. Plates placed � � directly on concrete walls or slabs shall be pressure- treated Hem Fir #2. � � , f. Ledgers attached to concrete walls shall be treated Hem Fir #2, or if LVL material is used , � � � �.,� shall have a continuous waterproof inembrane between the concrete and the wood . � � � g . Beneath solid or built- up columns noted on plans, blocking of area equivalent to column ,� � � F above shall be provided within floor joist spaces and in wall spaces below. Door or window � � � , trimmers consisting of a single stud do not require special blocking in the joist space. i h . Except as noted otherwise, minimum nailing shall be provided as specified in the "Fastening � m � Q k fr..� P�--4 � Schedule" on the drawings (2009 IBC Table 2304. 9. 1 ) . rT, 4 � F�-� � f i. Bolts used for wood framing connections shall be installed with standard washers and nuts. f , j. All lumber used in construction shall have a maximum moisture content of 19 %. � ry M-�-I � k. Drive ins s ecified on lan shall be owder actuated fasteners b Ramset Powers, rT, � � `a P P P p y � Hilti, Or M�-1 s approved equivalent. Fastener and load size shall be determined according to manufocturers O recommendations for materials being attached . � rT� ; I . Framing Notes � Mr-� � 1 . Exterior walls: ry rT, � F� � Mi� � � A. All exterior walls are 2x6 studs � 16" o. c. to a maximum height of 12�- 6 ", 2x6 � � � ; studs C� 12" o. c. to a maximum height of 14'- 6 ", and ( 2) - 2x6 studs �' 16 " to a � l a maximum height of 17' - 4" unless otherwise noted. Walls taller than 17' - 4" shall � O �J �, be framed with manufactured laminated studs. Contact engineer for spacing T� �� requirements, if not indicated on plan . Cap with a double top plate installed to � � � ^ provide overlapping at corners and at intersections with other partitions. If overlap � � is not possible, strap top plates with metal strap ties ( Simpson ST292 or � � � � equivalent) . � �,,�I � �......+ � � �4 B . Provide 7/16 " thick APA rated sheathing (plywood or OSB ) rated 32/16 , exposure 1 , �� at exterior face of exterior walls. Block all horizontal joints and nail panels with 8d � � � � nails spaced at 6 " along panel edges and at 12" along intermediate supports. IN - FILL WALL BETWEEN OPEf� NGS �"'�"'' WITH 2x6 STUDS � 16 " O. C. • , � � I i II � ( 3) - 2xo _ J � ( � � . . _ . . _ . . _ . _ . . _ . . _ . . _ . . I I I �__ _._f _ .._.__ ���\___ _ _ --- - — _ _ . . ti.�`� .. .. __ . f I _ . . .. � J _ . I � �+s �ti1� � � � � I � _ ._ . -- _� __�_ _ __. __ _ .._ - I I . � . _ _ .. � \ � . _�._ __ _ I � � � � � � � designed by TDH ._. -- _ __ _ --- — _ � _ _.�, _ _. f. __ __I o � .. ___ _. . ._ \ drawn b SCS J y - r -{ o m checked by TDH __._. _ ---- _ _, _ _ _.._. . _ _ _ _ _. .._ _ _ . �_._ ... ..f _.....___ � v. � I � issued �--� ----- _ -- , .._ _ m_._ _.X _ _ _._ _ _._.. _ . _ _ _ _ _ _ _._ . P ER M I T 09 09 11 I- � W � I � _ _� __ --- _..__.._ _ _.. . .-- __. __ _ - _ _ - - - NORTH � � OOR FRAM I N C� PLAN SCALE : 1 /4 °� _ � � - o �� PLAN NOTES FOR NEW FRAMING : ��� � �� ��� � � � � I � � � �� �°� ���� � 1 . NEW POSTS BELOW (ORIGINATING FROM THI � LEVEL OR ABOVE) ARE INDICATED: � � � L9 ,� � � �' sheet 2 EXISTING CONSTRUCTION IS INDICATED THU � ( � �� �-� _ - � � ) , NEW CONSTRUCTION IS INDICATED THUS ( ) ��� ° ;' � 4 - �-=��- .� : a !� ��d� ° � .�. & - �� � ��. a A � d � , . . . . . . . . . . . . . . . � . . � . . . � � . � . . . � . . a � � JOB # 1108 - 12 , _�__�.�.. �k._a� � .� _ .�� P �