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I � �� � ` / � � ����BLDG I � � � \, � 248g Chamonix Lane � � � � � � � , ��� �� �� � � , > � � � � � � � '��-��ori�X�'a�� - � � �,, 9Z G�am� - ' � �� 2� - - � � � � / � � , � ' � � � / � � - - � -�`- - - - - - - - ___- _- _ _ ----__ - / / � - - - __ _ � � C HAM O N IX LAN E ------ - -- � � � � ��Q � =� �� � � �� _--_- ----- � � � � � � �� \ - � �\ � � � e� �ti;t ; _ � �� i ` u.- o � � �__� •� `�,,�'� \ / / ` N '�iS�� � �. � � / � � � � � � � � � � � � � � � � � � �� � � �� 5'' � � '; \ % � � - -_- /� �, � � 1, � � � o \ �_ �- � �, � // i �; _ � � , � /, - � __. -�-__ � � v � ' BLDG. K I _ - - - - �� � � � �/ 248o Chamonix Lane - BLDG. G � � � BLDG. H ' _s- v "' N I ,___ 4 �. � O N I 2470 Chamonix Lane 2466 Chamonix Lane � LpG. G Lane ` ` � N � - � 8 �� Cha,mon►x � �. I I � ��-� BLDG . B Z 2456 Chamonix Lane � � � �Rp � a M NTq � � � � GE � - - - - - - - � � � � �/�� � � DECK H-1 DECK H-2 DECK G-1 DECK G-2 DECK C-1 DECK C-2 � o � T.O.STAIRS=7945.31' T.O.STAIRS=7945.55' T.O.STAIRS=7956.70' T.O.STAIRS=7957.18' T.O.STAIRS=7967.67' T.O.STAIRS=7967.85' � SITE PLAN , j � �� B.O.STAIRS=7935.56' B.O.STAIRS=7937.24' B.O.STAIRS=7947.80' B.O.STAIRS=7950.50' B.O.STAIRS=7958.47' B.O.STAIRS=7958.47' C „ _ , „ , � �� STAIR HEIGHT=9.75' STAIR HEIGHT=8.31' STAIR HEIGHT=8.9' STAIR HEIGHT=6.68' STAIR HEIGHT=9.2' STAIR HEIGHT=9.38� 1 - 30-0 � •� \ � � \ � - 80'-6" � Approved by the � Design Review Board � � � W ���'� �� ��j� By Warren Campbell at 4:43 pm, Ju123, 2013 � J � E I I I � � � W o�p � � � ' � Q � � ° � � t� o � L I ' �u � � a�i I � � � w � 2 � � c� I - ■ � �C N � � I `° � Q O xoE 3'-5 1/4" � � pp . I I I � a ;, _ .;,- _ --— � � . � : : i �r i i i � � , - � I : � -� : .•� _ � I � I � _ I - e . � .-. • ' I N N ,,,, -,r.,.;..,, ,:; .,..' . -� � h,. 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Q C ;�1� � , 1 i' � i' 1( � `�i i `i%. : i i� 'i` i i' i' 'i; 'i—�-� �� , : : , . . — � � . �— � � _� � �� -' _ � SECOND LEVEL � � __.,__ � � � _-- �- � �,� � � u � � � , , � � � g� _ 6° ./ �,� _ � � ��� � i ' z �� ����� — � � � � � � � � � ��� � � - � � _ � �� �, � � --� � A4.1 � � �� - �� - � _ � � FIRST LEVEL �� : ��: � � p�� .I II � � � IIIIIIIII III � � III � � �� II � ��il � III VII II � III III I�i lil III III � II III Ili I � �� � II � � � � III � � I ► II � � �� � III � � � III � � � IIIIIIIIII III � � lil � ll' lllllllllllllll � � �� II I ��� II ��, � ' j� ��� qlq � � IIIII ��� II �� ��� 1 2 � A4.1 A4.1 � ELEVATION - SOUTH ENTRY � 1/4" = 1'-0" � � � � �= - �� � U � J �(a _ > � , . _ U N (� _ !_. _ > �__ _ _ - - _ _ _. ,. _ _..__ `�� X .� .�. _ • . , �____ � �� � l u�.. _ .� . : {.. �� , �i� — _ � �..�u-:_.�u - �.. i �. j J. �_ _ � � � _ .�;` __. � � .,.. 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E ND LEVEL E ND LEVEL _ S CO � _ S C t , r.- - _ _ :� $� _ 6�� 4 � $� _ 6�� �J �� � .0 !`�- � � 4 r'� _ �,�� � ,� .. •� —I � _.. ; ' � —� � �— t--? � �� �. � � � � � � � �� �r - — � � 1 � Q i'' � �-- C°� � � c-; -I � I I I— � � � �;.- � I � _ � � ` � r;, , I r�;�� — — —I � — � ^ ��� �� � i ' r �'`� _ —� � ��— ! —I I I— � � `�l��. �� 4C _ � �� s� - ' � -� I I I — �' ✓ ,,�°- � I .�.- . ;;, — — — �, Q � --t.-� ���.r — '— — — ' �- '---�• � — � �— _� � �--. �� � � �� ��I ' 1= — I —I I I� I -i i I I I �i '�� � , ..._, �-:\1 � � }_ Q .,;%"� ��� � I I I I - . i a, ,; � : I I I I I I I I I I .. � � � -�. � -. .= ' _ FIRST LEVEL - -' _ FI ST LEVEL �, - - - - - - - — . _ _ _ _ � . ���� _ �� �,� u = — = li f= = _ — = � = = =� I 1-1 I 1=1 I 1=1 I 1=1 I 1=V � 1=1 I �=1 I 1= _� � � I I I - I I I �I I I I I I - 1 I I y { I�� I I—�I I �—I I -1 I� I—I I I—N N 1-1 I I—I �I I� —I � I�—I I 1—I N I—� N �c� � � o N = I I I I d l I [ I I I I I I I l I I III I I I � " —ii �i—i � �—iu �—iii—iii—iii—iii—i � i—iii—iii—iii—iii—iii—� � i—iii—� ii=� � i�� � �—� � �e� � ��iii—i � �—i� � ��� � �- Z r � �2� ELEVATION - WEST 3 Q ELEVATION - EAST � ' � 1/4 - 1 -0 1/4" = 1'-0" � � M � W ai -Q J m � W � o � N O �' U ti � � � O � � � W J � � Approved by the � � ° Design Review Board v oo � ���� �� ���� By Warren Campbell at 4:43 pm, Ju123, 2013 Q � � O � � � � U O aS L ' �u � � >, ■ � � W � 2 � � � ■ � � N � � � M � 'C � a O X (� � °r`' m° E 8X8 POST � a � 2X6 WOOD CAP W/ SLOPED TOP � ° (2) 2X5 TOP RAIL � 2�� ���� 2„ � m � � � DECORATIVE ° WOOD SLAT N _ _ RAILING � 1 1/8" � - _ N M � N M (2) 2X4 BOT RAIL O o � � `� 2X6 WOOD w � 3 5/8" 2 3/4" 3 5/8" DECKING � � N N I M _ � O CV � _ Z � / � N � — � M � � N 1X12 TRIM M 8X10 BEAM N 2X10 JOISTS NEW LEDGER BOARD M - 7 1/2" � N 6,_9„ � Callout of ELEVATION - SOUTH (ENTRY) � SECTION - DECK � � 1 1/2" = 1'-0" � 3/4" = 1'-0" � � � �� � U � J �(a Q � -+-� �� ���f � ' f �° _ _;_._ i � � i��.�if��,�,�f �� �f �� ��� � � ���;�i U ���, ��i-� � r _.l,i ,, > -t–. THIRD LEVEL � '� � _�� , X � •- ` _ ; ��,'�� � � � r �i a f � � 1��� � i � �'�.� �� �_ �}' � . , _ � � 17�- ��� r , ti � _ t . � � - � � ��I; t � i; _ r � �. ti ` z X /'�� �—�. �l�, ., � 7, , � '�� i � .�_, i � �,� � .. � � �� I..L �� ��' ;1,� , � � I I', � O �. "- � � �;I��, � � � �� �� ii� � , _, i,�''::" ~ � n �' 'i �i di'li� �i�i �I � �i�ii �_. —_ �" � � n i i� , � ■ � i�i i I � �� +��� '�]�����+�r �ti '�,�;'yi��, �ti ti V � �,'� ���� ��� � I (Q i � � ' if� � + � ��� � � � --___�$p�tr� ��'�i+l�{ �� �i� ' �i.. '��''� � �� � :��� ly � �� ,, � �� ; � l U --- � '���,++� � � �� - f it 5 ���+, , ti '�� �, I _-, I � , , i � �, ��.. �� �� �.,,, ; r , ;. � _u �' ���� � � ��+ t ' +� � 4 ii�,���;� � � I �� � � � `� ,���� ti,���,,�� �� ti ii �� � i d ir ' �J 1 . i � ��'i i ��i i�i ���I� I I �!� WOOD DECKING TO BE � ' �1�yti l� ` 1 Q Ii� i i I , SELE CTEDBYTHEGENERAL `�';s �--�,` ;, ��l¢1 l I j+j� � I� � I � i �,', ��� ,C '�. �I i � , i CONTRACTOR AND APPROVED � , . y�� 1 , , � � + �----- � ;;�.�:'}��a, �'� P` �.1 i � _ ;_--r� i f ' �' BY THE ARCHITECT. � _- '`.`r s'�{ �� -- � � j f;: METAL TREAD DRIP THRU : �� ��''��� ���ti� �� ����f�' y '�i �� �� '�� '�� NO-SLIP SURFACE AND NOSE / ) � '��, �` ��`�'���1j�ti� ;%�, �' � � EDGWG TO BE SELECTED BY THE �� � � �, '�� � �� 'ti�� '`� � `�� �� � , , ,' ; I �_ GENERAL CONTRACTOR AND � � ` � ��, �� �� .�� � � _ ��-'� �� APPROVED BY THE ARCHITECT. SECOND LEVEL +�,�, ''�t �Y ,', � � �% � � - . - - — - - g� 6�� �j „ � �� � � � �,�, I — - � , �. , �', � � � ,, � ,, � , +,�, ,� . '� � � � � i� � .- f. NOTE:STAIR HEIGHTS WILL VARY O � i , �', � ,� j �;j� ;•�� �� COND TION.ITH EACH INDIVIDUAL / 0 — � �� ' '� � �;- ���i� � ����-I O — .r' ''�. � ��.,Y � r '' %� �1� � � � � ��� / � �� 11' � O — �, ' f , � ,�`�.f' { ,f� �, � � � � ,yY- i�� .� ,� •r,;f� '�--? � �� G.: 16 R @ 6 3/4„ � � � i- �y �, ;�� ,r,' "✓`�.� ! �-- c! � � �-� � � � ' �� ' � G %�' C:� � E � o � / i' �,,,'% � / /%" � � , , � � O �' ,.a��` ,.� 'r� ,�/' y ,}�� r�i � ,�' J / � — f f � � � � i k �`5, � ,�� �C O , ` ,�� �%' / �``�— �`: � '. 0 — ! °�' ; ��� �,f ,t�� I / !� ! O �' •i`�� / `` � f I � — �` � , Ji � �� . i � — � / � f/ � /./�,j i M ,,� / � I / ,� I � — FIR T LEVEL ��`'� / ,�'" ' ' �'' i S O�� � f�'�o' � T N � ` ,��� O N i j r f� r N f/.' ' I I I i Ili �� - � � ,'�/�� '� ~ I — - , I I I i �i — � � l CONCRETE PIER FOUNDATION I � � II — — . — Z g _ _ RE.STRUCTURAL DRAWINGS. —� I _ ■ a - - - - � - � M _ � � I I � w m � � � � � � I I � � � ' � � � � , � � � � � � � � � � _ — � �n � o � SECTION - STAIR � 3D View 2 � U � ` 3/8" = 1'-0" ,� a� °� � " �, � 'o � � AB ANCHOR BOLT INSUL INSULATION AFF ABOVE FINISHED FLOOR INT INTERIOR ABV ABOVE JT JOINT GERIERAL NOTES AND SPEClFICATIOIV� Ao� Ao�A�ENT K KWGSTUD ANCH ANCHOR LLH LONG LEG HORIZONTAL ARCH ARCHITECT iLV LONG LEG VERTICAL FOUNDATION APA AMERICANPLYWOODASSOCIATfON LONGIT LONGITUDINAL APPROX APPROXIMATE(LY) LTWT LIGHT WEIGHT ASTM AMERICAN SQCIETY FOR LSL IAMINATED STRAND LUMBER ' �I. FOOTINGS HAVE BEEN DESIGNED USING ASSUMED VALUES FOR TESTINGANDMATERIALS LVL LAMINATEDVENEERLUM�ER ' RE BASEQ ON SIMILAR S�TES IN THE AREA. AYC ALASKAN YELLOW CEDAR MAX MAXIMUM ALLOWABLE BEARING PRESSU sow eoTrornoFwA�� nnecH MecHAr�ica� 2. A GEOTECHNICAL ENGINEER UCENSED IN THE STATE OF COLORADO s� soaRO Menns r�e�nsRaNe SHALL VERIFY SO IL TYPES AND PROPERTIES PRIOR TO CONSTF2UCTION. a��� Bui�owc nnisc nnisce�u�Neous BLK BLOCK MFR MANUFACTURER ANY DISCREPANCIES FROM ORIGINAL FINDINGS OR DESIGN B�K� a�ocKwc tN) rv�w ' ASSUMPTIONS SHALL BE REPORTED TO THE ENGINEER FOR a�w se�ow �ia, NarAPP�icaa�e ' BM BEAM NTS NOT TO SCALE RE-EV�4LUATION OF FOl)NDATION DESIGN. aor Borronn Nw NoRnn,aiwei�Nr 3. FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL OR COMPACTED BR� BEa,RiNG _ Nonn r�ar��n�a� BTWN BETWEEA! dC ON CETSYEFt STRUCTURAL FILL ACCORDING TC)TN��ZEC�MQV�E{��l-�TiONS OF��EE � cErrr�RUro� o� oursioE oiAMereR GEOTECHNICAL ENGINEER. CC CENTERTOCENTER OF OUTSIDEFACE CJ CONTROL JOINT OPP OPPOSITE 4. FOOTiNGS SHALL BE PLACED �ELOW FROST DEPTH. cP cRiPP�e Posr osa aRier�rEa srr�NO soaRo CW CRIPPLE WAIL ? PLATE CANT CANTILEVER(ED) PT PRESSURE TREATED REINFORCED CONCRETE CEM CEMENT PERP PERPENDICULAR CLG CEILING PKT POCKET CLR CLEAR PLYNlD PLYNl04D 1. ALL CONCRETE WORK SHALL BE PERFORMED ACCORDING�O THEACI cMU caNCRerEMasoN�YUNir PsF PouNOSPeRSQUAReFaor L F ONCRETE PRACTICE AND SHALL CONFORM TO THE co� co�uMN �si PouN�sPERSQUar�eiNCH . MANUA O C , CONC CONCRETE PSL PARA�LAM � � N PROVISIONS OF ACI SO�. CONN CONNECTION R RADIUS 2. CONCRETE SHALL HAVE A MINiMUM 28 QAY CQN9PRESSiVE STRENGTf; QF cor�sr coNSrRUCrioN Ro Rou�H oPer�in�G � . DBL DOUBLE REF REFERENCE � � � 3QOQ�SL DEG DEGREE(S) REINF REINFORCE - ��-O��XZ'-O��X'�2��TI'�ICK CORIGRETC � R 2. DF DOUGLAS FIR REQD REQUIRED -C' 3. CEMENT SHAI_L BE TYPE 1 O FOt7Tll�G, REI�lFORCE w/ 3 -#3's x 1'-6" � 2'-0"x2,-0"x12"�'HIChC�CC;+R6CFZET� � DIA DIAMETER SCNF_D SCHEDULE N � � � � e n � 4. ADMIXTURES CONTAINING CHLORIDE SALTS SFiALL NOT BE USEC3.ALL p�M oinneNSioN sec secrioN _, �ii OTHER AQMIXTURES SHALL BE APPROVED BY THE ENGINEER PR{OR TO ow� oowe� sHr sH�er c� EA WAY, BOT. C�R 28"f�BELLED FTG. �.. FOC.�TING, REINFOFtC�w/(3}-#3 s x 1 -6 M DWG ' DRAWWG SHTG SHEATHING � (�IGFUOT OR�QUIV.),TYP. _� EA WAY, BOT. OR 2�"�Zt �ELLEC) FTC'a. � � CON"J�RUCTIO�. (E) EXISTING SIM SItv11LAR c BE SET WITH EA EACH SIP BTRUCTURAL fNSULATED PANEL �0,�'�e �BIGFGOT OR EQ�JIV.�,TYS�. 5. ANCH�R L�OLTS FUR CQLUNIN BASE PLATES vH/�.LL � � � � ELEV ELEVATIQN SPEC SPECIFICATION(S) ��� TEMPLATES. ENG ENGINEER SQ SQUARE � �ry��' E DISTAfVCE EMBEDMENT AND SPACING REQUIREMENTS FC�R eMSE� enneeonnENr sTAC sr.nGGEReo ; Q _ : ! � 6. ALL EDG e r EQ EQUAL a^TD STANDARD -� � � OS L� r EXPANSI(3N ANCHORS SHALL BE PROVIDED ACCCIRDING TO 1'HE eQUiP EQUiPM�rar sr� sTEe� � � � � � � � � � .q�`�$ `v MANUFACTURERS F2ECOMNiE�IDATIONS. EQUIV EQUIVALENT STRUCT STRUCTURAL _� � t� . EXP . EXPANSION T/O TOP OF � �" --- - I /`��, C� � 7. EPDXY ADHESIVF FUF�ANCHORS AND DOWEL� INTO CONCRETE SHALL exsr� exisriN� raa roParaasa-rrann �_ � L.� � 'T1`,o . _ � _l I.� -J ��. BE HILTC hilT HY-150 OR SIMPSON SET, ORAPPROVED EQUIVALENT. �xi exreRioR rs�� roN�uEnr�a��zoove cs, � Rp� /t FD . FLOOR DRAIN TS TUBE STEEI _� �` �� �_ � n �� PV V LtC � ; 8. EXPAN�IQN ANCHC3RSlNTO COPJGRETE SHALL BE HILTI KWiK-BOL7 II OR For� FouNr�,oTioN THR� rHREaoeo `- S1 � -� 1 4 3 5l4 O``�4�°�EIF��°�.,`,`PF SIMP50�1 WEDGE-ALL OR APPROVED EQUIVALENT. Fir� FwisH -rHRU THROU�H 3�, y.,� - C�.�Q Rs *Q FRMG FRAMING TQC TOPQFCONCRFTE . • � : FT FOOT FEET TQL TOR(�F LEDGE � 'I n �@ ^.�i �s a �e �j. ,���^H')/n s.�.�/ ��• F�EINFORCING STEEL FrG FOOT NG � TOM TOP OF MASONRY ��_�f� 'I O-�f2 '�l O��, �?_'� !4 Z • GL GLU-LAM TOW' TOP OF WAI� � ;`-' �337� �: GA GAUGE TRANSV TRANSVERSE � 1. ALI_REINFOF�CIi�� STEEL S�9ALL B� FABRiClaTED AiULI PLACEC� �N�v cn�vnNizEO rvP rv�ica� /} „�,t;a� ��"';,4Q K,�;,.�,....�.., GR GRADE UNO UNLESS NQTED OTHERWISE }"��1 / . . . . . . . .. . . . . . . . . . . . . . . P ��Vi�.� �� .��9 .,`� � �__�...�-!�� ACCORDING�"O THE RCI RJIANUAL OF CON�',RETE !'FZACTIGE. GYP GYPSUM VERT VERTIGAL � . . . . . . . . . . . . . . . . . . . . �t.-� . , ��(tYn.RO1i�9'�iF.. .'.��,,,/ IN STEEL SHALL BE ASTM A6'I�J GRA,DE GO DF_FC1iF�[MED QARS. NDR HEADER VIF , VERIFY IN FIELQ 2. REINFORC G , s�� rSl�rr�� ��� VID�D ARQl1ND ALL RElNFURCING AS HF HEM-Fi� w� av�rH 3. C4NCFtETE CQVFR SHALL BE PRQ f�oRiz Hos�izor�rna_ wio wir�auT J ;.-��,-� � � � � � � � � � � � � � � � HT � �HEIGHT �� � � � � � N!U � VVOOD ; �� � � �� � � � � � � � � � � � � � � � � � � � ,i ° "��` � � � � FOLLOWS. � � ID � � � �iNSIDE DIAMETER� � WP � � � WATERPROOF(INGt � � � � � � � � � � � � F�LAN � � � ;� � IF INSIDE FACE WT Vl'EIGHT �q �-y �-�° � � ��IVCRETE GAST AGRINST AND wwF wE�.oeowi�E F�,eHic �g.J��LJ� 1 ��� ��o�� P�RMAt�ENTLY EXPC)SEQ T� EARTH 3" � 1 ��� � CON�RETE EXPOS�D Tl� �AR i H OR WEATHER: ����L. �4 � a #5 F3ARS AND SM�LLER 1�/2' #6 BARS AND LARGF_R 2° SAWN LUMB�R } - - 8X� PC�S�" 1. ALL SAWN LUIUBER SHA��BE GRADED ACCaRDiNG TO THE RULES OF 8X8 Pc�ST THE WESTERN WOOC? F'RODl1CTS ASSOCIATION OR WEST COAST �� LUMBER INSPECTION L3UREAU. o 2. �XCEPT AS NOTED OTHERWISE ALL SAWN LUMBER SHALL C3E DOUGLAS SiIViPSO�!ABl�88, , TYF�. �IMPSQN ABU88, FIR-LRRGH#2 OR BETTER: � TYP. , (2)-#5 DWL's x J (2)-#5 GWL's x � � 3. STUDS SHALL BE DOUGLAS FIR-LARGH OR HEM-FIR STUD GRADE �UR J U � , �_ �ETTER. 6"" ��,� 4. LEQGERS AND S1LL PLATES PERMANENTLY iN CONTACT WiTH CONCRETE , _.c -.� ;, :�- .,. ..,���� T,�'i�. F .. ..� r REATEC� FiEM-FIR#2 OR BETTER, �------ -_____:_-.____� . ��:�:� . W /�"�? �r----��- --�..,-��;-� �`�.�r �;" :a .� ';:-�-. ...-:_ SNALL BE PRE�ERVATIVE T o , .., f f:.,,/,;.� �%�,�\�.��!�\;, � �`'`'.,'`,\''<'\�!�\ �y\�j\�``;�;\t� 5. ALL SA�lV(� LUMBER SHACI.HAVE A MAXIMUM MOISTURE G�NTENT OF 19/o. \..,�� \�, �J/,,/',/r / �.,�\ /`�.,f 6. BEAMS G(�(VSISTI�lG OF MULTIPLE 2x MEMBERS SHALL HAVE EACH PLY : .�j. „ .��,� `��\, :> �.�;�� NAILED TO THE NEXT WITH 3 ROWS OF '!Od NAILS AT 16"o.c. : \ ��,f �,, ' ,,� 7. PUSTS CONSISTING OF MULTIPLE 2x MEM�ERS SHl�LL HAVE EACH PLY � � , NAILED Tl'�THE NEXT WITH 2 ROWS OF 10d NAILS AT 8"o.c. ` ' �� �� , ' <; � •� 12"Q�i GUNCRETE �� , � S'TRUCTURAL VVOOD FRAMING ; ; , ' PIER _ r o;� : c, z � � 1. ALL COLUMNS AND POSTS SHALL�E GONTINUOUS TQ FOUNDATION OR ' - SUPPORTING MEMBERS. PROVIDE BLOCKING EQUIVALENT T� COLUMN � � � � � � . SIZF_ IN SPACES BE�fWEEN JOISTS WITHIN FL(�OR SPACES OR SIMILAR � � . � , GONDITI�NS. f'R(aVIDE 2"WIDF x 3" ; 28°!?S �ELLE� FTG 2. MINIMUM NAILING ACCORDWG TC) IBC 2012TABLE 23Q4.9.1 SHALL BE LQNG TER�QN INl"C3 € ` `, ; (�IGFOOT OR •� , � � F'ROVIDED FfJR ALL MEMBERS, UNLESS t�OTED OTHERWISE. GOLUMN, TYP. �.. : cQIJIV�LERlT) �� 3. BOLTS AND LAG SCREWS FOR W(�OD CONNECTIONS (INCLUDING THC?SE 8x8 POS � � : ° : WITH STEEL f'LATES)SHAI_L CONFORM TO ASTM A307. BOLTS AND LAG : � SCREWS SHALL BE INSTALLELt 1NITH STANDARD FLAT WASHERS. BOLTS �n , � .: "' 1� FINISN�D HEX iVUTS. PRE-DRI�L : ,.: _.-------.__.:__._.----�_... ��„_ ,�-.. ,:- _-,-� .}� e� SHALL F3E 1NSTALLED WlTH STAf�DAR , �--------__...__...__ <. : t �� W . HOLES FOR ALL LAG SCRE S ' ' � < 1 �� � . . . . � � . . . . � . � . . � . . . � ��;��. . ::�. . . .� ..�:a. , , ..:.: . . :�,��..:r . . .. � �. 4. ALL EXTERIOR JOISTS AND �EAMS WIDER THAN 1/2 SHALL HAVE THE TOP I : , SURFACE SEALED OR FLASHEi� PERARCHITECT, UNLESS MADEOF � ` _ _ .... � NATURALLY DECAY RESISTANT QR PR�SERVATIVE TREATED MATERIA�S. ""` _ .. .��� `: ; � � . �. : , , 1 a S�AL.E:3/a"=1'-0° � GENERAL 1b SCAL�: %a"=1'-0" /°�, , ,..., d,�' 1. ALL SHORIf�G AN� BRAGING (INCLUDING SHORING, BRACING, S1 �� IJNDERPiNNING, El"C., Ft�R EXISTING STRUCTURES AS NECESSARY}IS THE O O RESPQfVSIBILITY OF THE CrJI�TRACTOR: 2. ALL WATERPRQC)FING; FLASHING, ETC:IS THE RESPONSI�ILITY OF THE I CONTRACTOR AND/OR P,RCNITECT. �L 4x4�ax0'-5%2"w/ 3. ALL FASTENERS�ND/OR GONfVECTORS IN CONTAGT WITH CORROSIVE (2)-3/a"ft�x6° LAGS @ EA MATERIAL SHALL BE HOT DIPPED ZING GALVANIZED OR HAVE AN LEG,TYP EQUIVALENT PROTECTIC?N AGAINST CORROSION. . , 4. THE CONTRAGTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPAfVCIES 4N THE DRAWINGS OR REVI510NS PRIOR T(�CONSTRUCTION. � Sl 5. ALL DIMENSiONS (INGLUDiNG THOSE FOR EXISTING CONDITIONS)SHALL�c VERIFIE[7 PRIOR TO CONSTRUCTION. 6. THESE DRAWlNGS DEPICT THE FiNiSHED STRUGTURE.THE CONTRAGTOR 2 SCALE: 3/4'=1'-0" � �" • .�� � f � r; E • ° � r; • � r ; . � € i °. � i � � �' r ; � ; ; �€r � t � E € � �3 T`YP�' � �4x1;Q € SHAL�BE RESPONSIBLE FOR ALL GONSTRUCTIfJN METHODS. �� � _ ` ` ; ` ' ' ` • ; : . : � : . , E i � i . . . . � .. � . � � .. . � . � . . . . . . . . . . . .. . .. . . . ;. . ; � ; �C3�'P; � :. �. i �. �{ .�4 .. i � 2 � t r .< < � f �.� i . �� � `� ; � i .� `�'€ < < = I � _ _ € . i : t i c � . , ; ` : : � : � : : ; E � � ; : � � ; ; :G1,� � ` � ; � € r � ; � �C1,€ € E 4�t10 � IBLE FC?R ANY AGTS OF OR : : : : s A � : ; _ ; € � € ; E E E ''s ; € € � i ; � s p t � � € 7. THE ENGINEER SHALL NOT�E RESPONS �\/�^y 1 ° _ ' '�/ � . . . '. • ' •� ; '-t���{ ` ; i E f e � ; q ; ; E _ . � i . a + t i f �E f i � E � E . . � ; . , � � T p�+ �y p AA'`,nC pc p� . t t . . . . . , E , . . . . . . . � . . . . . . . . . . . . . . , . . . . � E .C i� , . ; � � : , .e t . : :I 1 f'� ; : t : t � i . . . I E F � i t . € �I I� � t � � . � . .. . . . .. , . . . 1 t�S7 Ui1!'�IV 0 I�LRJ�IVS . � . . � . � . : . . . � . . : . .. . :C7 t i . { t i i � . E . �� � _ _ . ? � E . . . � � f � 1 E k t . . f . E . t � . � � . . . . � . � .. OMlSSIONS BY THE CONTRACTGR, SUBGONTRAC O ` ° ° � ` � ` . , : ` p ; , i " o ' �< tr ° ; a z ; f i i� � E s i �i i � . � . a , i i t E C i 2 i ' O p =. . . . , ; ; : , i ; � , ?� , p : . � . . . . . . . � . . . � . . . . . . . . . . . . . . . . e � i i i X i� t s . p. t e� e E .e ' ` � i .. ; ; t . � . . i = i . t . �t 2 f� i � p i� � { . . 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