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PRJ11-0032 B11-0090.PDF
k I GENERAL NOTES 1 L IVE LOADS USED IN DES IGN 8 GENERAL " ' ,r�. �,.,�, _ � A TYP ICAL WALKWAY FLOOR 100 PSF A ENG INEER'S ACCEPTANCE MUST BE SECURED FOR ALL SlRUCTURAL SUBST ITUT IONS . ; �-- `'�°'�:'� , "' � I� i � _� „ , i ;: ; f B SUBM IT SHOP AND ERECT ION DRAWINGS TO ENG INEER FOR REV IEW OF ALL RA IL INGS � `k114 ?�'` ' � � `/ B PARK ING DECK 100 PSF _ x';��,r_ , �'_'� THE MANUFACTURING OR FABRICATION OF ANY ITEMS PPIOR TO WRITTEN REVIEW OF , _ C WALKWAY RA IL ING HOR IZONTAL 200 # POINTLOAD OR 50 PLF SHOP DRAWINGS WILL BE ENT IRELY AT THE R ISK OF THE CONTRACTOR ,�:� �f' , V L+�'••r � � • , . � - -- '� ' �''.` '.. {' ;� " - D PARKING GUARDRAIL- HORIZONTAL 6000 # POINTLOAD C WATERPROOFING, VAPOR BARRIERS, ETC , SHALL BE A; SHOWN ON THE � _�.��-'~� ; ' ; , � ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS ''"� � �'K-„ � ; r E W I ND { � .. . , � � ' { - _ I 2 --- ^� 3 SECOND GUST 90 MPH D ALL STONE VENEERS SHALL BE ATTACHED TO WALLS AS SPECIFIED IN SECTION 1405 'Y{�~_ . , FASTEST M I LE 75 MPH OF THE I NTERNAT IONAL BU I LD ING CODE k��4' _ 1 I ��7�. _—_;,;",,:_=__-_"`_' �` �,,,�r=^� + Z � A ��� �,��x���*�¢� �fr�� ' r,...,'.,.. _ --- �"" - , � _,� +�>T � � EXPOSURE B � � � r � � _� �' � �iY�-Y� - • - E ALL D IMENS IONS ON STRUCTURAL DRAWINGS SHALL BE tHECKED AGA INST F IELD , T--'^"�'�°^_ r , _ , F L IVE LOADS ARE REDUCED PER CODE I F APPL ICABLE COND IT IONS AND ARCH ITECTURAL DRAWINGS F I ELD M[ASUREMENTS ARE THE - � ` � x+-�-= .�/x },�.,v�.� _' ,,._{�_ ! ,,,, .�} ' RESPONS IB I L ITYOF THE CONTRACTOR � � � I � � ������ ^��� � �; -- - ' � ='"_' '�'�"' 3__��- f� ` `�� r,,, G CODE USED IN DES IGN INTERNAT IONAL BU ILD ING CODE, 2009 ED IT ION � - '""''"F °" I� F CONTRACTOR SHALL VER I FY ALL ASSUMED EX I ST I NG COIID I T I ONS. I F COND I T I ONS ' }-�- - •- -- M1 A��4 �AA ` �- '�'�''`��"'"' °X�� , � - - --§� -- v, x�-0,,..,.,.{-„v . � , . 2 TESTING, INSPECTIONS AND OBSERVATIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER i � � V +A i A THE STRUCTURAL ENG INEER DOES NOT PROV IDE INSPECT IONS OF CONSTRUCT ION, � �w �� Y YY Y " � � 4'�''-• --�yyy =y'��k'_-_--y_, ' — � L— ' STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE r - ,n ' _ � , ' � 1 + - }.•w�:-�1�4'.,, +1�.� �� „�� - - ;,;,,,;,�, "��._ _� � - CONSTRUCT ION, SUCH OBSERVAT IONS SHALL NOT REPLACE REQU IRED ' ° ~r " " .'� �� r+ + �-- Aj��• - INSPECT IONS BY THE GOVERN ING AUTHOR IT IES OR SERVE AS "SPEC IAL + .. �__ �_,_[__ „ �_�� "-�+i INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL - _- ?� BU I LD I NG CODE �_-�=f{.xr����Y . _ F��''" _Y �i --- ,,,, � _ --- --'- - _. - +' - - _ _- - { �� � 1 y �+_ �-,�.�_. '__JA v}__'�_ �vr�r_ }YY •.���i. }� y � �_ Y"�C "^r+„'^C�+ 1 �r+xi�+a ] � t[ - � v. � ��.,n:ii vv� ti �y~� rj -- ��}{ 1 ���a n� ��'avM1 J��`�' .�M1r+-_X . �. y• � � . ry�� _�������� � B THE FOLLOWING WL�RK SHALL BE INSPECTED BY THE SPEC IAL INSPECTOR UNLESS � � ,° " , - __- • - -.- I - -��'- ---' �T 4µ` — 4-V A' _ - � + ' 1r� -=+ SPEC I F I CALLY WA I VED BY THE BU I LD I NG OFF I C I AL ' � ' ` "� ����-�---JJ - K---�11+ �"� � - ' � Monroe & Newell GUT STONE Gf�P ' ' t STEEL CONSTRUCTION I � ` a ALL WELD ING SHALL RECE IVE CONTINUOUS SPECIAL INSPECTION •r•• --- v .. .- -- - „ v , ,� ,,,,, ,y , . ' � Engineers, Inc. , > �, __ , ! EXCEPT THE FOLLOWING 1 WELD ING DONE IN AN APPROVED FABR ICATOR'S SHOP IN �,QST UJINC� Avon ACCORDANCE WITH SECT ION 1704 3 I I GONTINUOUS TOP f�ND b THE SPEC IAL INSPECTOR NEED NOT BE CONT INUOUSLY PRESENT I I BOTTOM I6 C��. STUD P O Box ]597 DUR ING WELD ING OF THE FOLLOWING ITEMS, PROV IDED THE MATER IALS, TR�GK, W�LD TO 1-155 '� I ���� � � � ��� ` �'� I 70 Bcnchmark Road,Suite 20�t WELD ING PROCEDURES AND QUAL IF ICAT IONS OF WELDERS ARE � � POST Avon,Coloiado 81G20 I � I I � FAX(9 0)949-4)54 VER I F I ED PR IOR TO THE START OF 1�RK, PER IOD IC INSPECT IONS ARE I I N.T.S. �MAIL avon@momoe-newell com MADE OF VvURK IN PROGRESS, AND A VISUAL INSPECTION OF ALL WELDS I 6"-I6 G,4 METAL STUD IS MADE PR IOR TO COMPLET ION OR PR IOR TO SH IPMENT OF SHOP I I W�LL (I'-4" SPAGINC�) Denver WELD ING WITH 7/I6" PLYWOOD 1 S INGLE PASS F ILLET WE�DS NOT EXCEED ING 5/16" IN S IZE I I SHEATHINC� BOTH 51DE5 1701 W�-nkoop Street.Stnte 300 Denvei Colorlc�o 80202 2 WELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING I I (303)623-4927 MEMBERS SUCH AS STUDS . 3 WELD ING OF STA IRS AND RA IL ING SYSTEMS � � + rAX(303) 23- G02 c VER I FY WELD F I LLER MATER IALS CONFORM TO AWS SPEC I F ICAT IONS AND I I H55 4X4XI/4 POST � ,r-- -- ��ti_Y,., -,. __ ,w + {� EM�1iL cicnva.i(�monroe-newell corn MANUFACTURER'S CERT I F ICATE OF COMPL IANCE IS REQU IRED IN STUD WALL AT ,,� r � d PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH � I I 4'-O" " - � THE DETAILS SHONM ON THE APPROVED CONSTRUCTION DOCUMENTS SUCH AS m I I { � �`;�� BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER APPLICATION OF I I °�` - 1 + ' '� 1 ' � + , •'''� � 4 JOINT DETAILS AT EACH CONNECTION }~ v � ' I� ` .. + ;f..�-- e VER I FY STRUCTURAL STEEL MATER I AL CONFORMS TO ASTM STANDARDS � � , 1� }~~~ � - ' � �"��;;• "����� `' SPEC I F I ED I N THE APPROVED CONSTRUCT ION DOCUMENTS AND r � ` lf+' I _ , ,. �5-4 : , • J',� �~ • •, •,�n�{'°� �•,,�`•� MANUFACTURER'S CERT I F I ED M i LL TEST REPORTS I I y� � ` ' � 4 - �'l��; �•:� �� ' f PER IOD IC VER I F ICAT ION OF H IGH STRENGTH BOLTS, NUTS AND WASHERS � I � -• � -- ,,, _ .__ _ ___ ' - f t.��� ��• �'�� FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED I I �•O � Vxt�+ t J' �~,11 I - yYw CONSTRUCT ION DOCUMENTS AND MANUFACTURER'S CERT I F ICATE OF ! ;- � v' _� + -' rr ' . `- • � COMPLIANCE I I � - - �_ + � ` • - , x , . , � 2�-�n r-�L�.. lY�in4 rr+k i �L . •''.•'•�; g PER IOD IC INSPECT ION OF BEAR ING TYPE CONNECTORS WITH H IGH I _ _ _ _ _ __ -- 2�� -- ___ - ' • ••' STRENGTH BOLTS �- V �f f �_ , } _�_ � r �� �- - } r i �' 4+�,• ' pp.��� I . _��-• -�_�'"'1 i+ =�'' _ � +Y � ��*4w4n�iW 1 WHILE THE Vv�RK IS IN PROGRESS, THE SPECIAL INSPECTOR SHALL ��� _�� - . DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND I I ��"-°_ j � _Y _____ + I - PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH I I i `y ; I � STANDARDS ARE MET FOR JO INTS REQU IRED TO BE T IGHTENED ONLY I I �,,,-��- „��"�' ' ` - _.'` _ �_ '�_ � - , � TO THE SNUG-T IGHT COND IT ION, THE SPEC IAL INSPECTOR NEED ONLY �_____ , _ --�r % I.O _ VER i FY THAT THE CONNECTED MATER IALS HAVE BEEN DRANM TOGETHER � � �}�� 4 �� �"`""�"" ~ �"+ ' � ^�-� .,�v AND PROPERLY SNUGGED � �� , _ , „ , � 2 COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE I I = � CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE _ - ' (� ! � ' ' O VERIFIED (PERIODICALLY) 3/16 � � _ = i - � � . ' � � _ { 2 �+ = � � 4 STRUCTURAL STEEL BOTH 51DE5 I ( 1 �, _ _ y _ _ � � � •-�! I t�•.. •A�; y � � A ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS I � r • � L WNICH SHALL CONFORM TO ASTM 992, (50 KSI) AND TUBE COLUMNS TO ASTM A500, ' f - - � , , _ „ __„ , , _ , „ ti , r, � GRADE B, LATEST EDITIONS STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 I I ' < r�..r . _.. , � . � AT HIS OPTION MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL I I � 1 B ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT � O � � CONDITION HILTI -EPDXY BOLTS SHALL BE AS SPECIFIED IN DETAILS AND U.��ST U�INC� MANUFACTURER'S SPECIFICATIONS � � � WT8X13 P�T 4'-O" �� ��� � � � \ ,�� � �� I C STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE RE SEG. 2/52 O u I � •� � � � LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION " � I/4" X 6" X 8" STEEL N T.5 �� � � D ALL WELDERS SHALL HAVE EV IDENCE OF PASS ING THE AMER ICAN WELD ING SOC IETY PL�TE P.T EAGH WT , � � STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1 1 ,� "{• �'� � O ..ar{�''" r.,��+-..f � . �a ' :rc:Yyir�Y_Y L,. � .?.x . _ }�`;�r� M1A�J7'��_+: E MINIMUM WELDS TO BE PER AISC TABLE J2,4 BUT NOT LESS THAN 3/16" CONTINUOUS . Y �' � ' - . _ �;' • ��. x � . ���: -x,.+. r/'� � FILLET UNLESS NOTED OTHERWISE ' ' lf`� },+V� _ {+Y ��' • , '�` ` r� O �� C� I Ol�l 1 � �;:�; r '� . . . _�r�;�..- �� � �� ' . . ...,,� ;•.,-.4Y�,,s — � F THE TERM INOLOGY ��CONT INUOUS" MEANS QUANT ITY PROV IDE THE NECESSARY JO INT I I/2 = I -O r"j �k, r , - ;M ',•, , , , „ � . t„ , � ' DETAILS TO ALLOW FOR BUILDING MOVEMENTS COORDINATE LOCATIONS WITH '<�„�ti •�::, `. . +='•r_.� ` . . .<-';�.=��', 0 � ,� � �v- =,5 . • - :,. �•.s,•, � � ' ARCHITECTURAL CONTROL AND EXPANSION JOINTS �, 2 O ./� - - , , , �Y•Y�� 7��� �M1�- r4� �� i , �A � �:�`-: 3 ,:,,_,� ,;_ , - :'; "' '' .`:''r-'.. - , ,., . _ •� G PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL • "-'�"�� - r =" :: � . X�� -cs.��� . � { J - r7' •'r�r Y- v�i "r+�t-��:y� _`�. O ` � STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL � � � � �''=�- '�� _ -"` : t� .. ',�� „ , .,.� - = • J ' LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT ATTACHMENT - -"�u��� Y� M ' �,�-�� :� " - — y".Jt�7�. � �. .s�i r ` , SYSTEMS ARE IN PLACE • ' ' ' - , : ' , A� , ` ���'- ��� �`�=r�i�ly.�,]vr,.r �A ���,`� - rc�`+�:�"�'�'S,�`�r � . -� ..t•- ���� �,ur ,C;A s� •� �� � I . � r ....��.� -yy � - � L. +!r1Y7�i�f.�'' •5' � -,��-' � R I V ADD I T I ONAL COMP ENSAT I ON FOR SHOP ��`�� � M " - _ `���r��x��� �� �� ' ` } , }, � H STEEL FABR ICATOR SHALL NOT ECE E �Y^ '����� "`�.. �" � �•i '�''�f ��R�. S_��t4���5 L.._z _ � � � _ �� J,L ����i��� � � ���� ` �������� ���" _�—�i � ��I}�,.-.W �}y , l .l'j�.t��� +• DRAWING T IME FOR ANY REV IS IONS TO ERECT ION DRAWINGS NOR FOR ANY REV IS IONS } r,x ' '--�--... . . _ •,:';;~ _ _ _ '•<;�4��ry;�=h_ ' La,� . -�-�; TO P IECE DRAWINGS PR IOR TO ENG INEER'S APPROVAL OF ERECT ION DRAWINGS --�^ '''�'- ' ' ' ' ' -... �Yq :. _ � ..�t�- �� � - � � �-t`��",- ,,,, _,� . . '�'J � � 5 L I GHT GAGE FRAM I NG - "' - - - '' - - � - • �, }•,- t "µ#��LL - ' +� , Y— ,�--" - - - �.. . _ ���. ^.y'� ��1��� _4 ��. 1_tiSr -" - . . _ ��_:';�._.. - 'ti_' T"�f`�r�V'r��-���lM1_r -��� ' .L?'; � � � �! �!i ' - �..��r... ' �''1�+ . �4�J y�_ - r Ls L Y�Y� L-_��~5�ws 1,ti���ivYy Y� i ���4+.J1�V�1�•.�n i��t• �•��i i � � � � ' ��� � •x � � �1i• y� �fT.���� � ��r r�� _���ti���fL� Y ur �{• � � J�J �. •.rj�.�• ' � �� � - Kl i „�. A L IGHT-GAGE METAL FRAM ING SHALL BE THE S IZE AND GAGE SHONM ON THE � ��� �4 ry} � �� � � Y � . '' i- , � . . ~ +� . .�x� ` ' } -����� ry � ' ' ""' ", �..w:�,�r{ii'•�''rr-^Y.`t- G�r21-.-w��y.�-^ _„L"�k:�`� . - }r....,� " ���r -,� �y_ .�� ��_ ���- ��r�i��-�:=�`f.��''"'r��. ._ � � DRAWINGS ��r-- -• ' '� �,Y� ��'�}y� � �.� ��r ' - �...���� ?::. ._ _ �� Y1n� - „(..� : _ti..��.�TL--. �,_" � �-G�...+J.. . ..� . _ - - - �...-+. ` - ;� '*. �r� - ��.xt-. ' ' � O � . ... _.��1�,' �; �y'^^`��utii.�,,��'..-`y�'wtiti,.. y •�r���'"` �Yi�UrL���'tr- ..� �r• )r.�. . , "„;,.�' '- �5,1-" '-ro-_ ''�i_` -'�.__"�`�- 'r~�-�R�,-�t�;+ rt�' � _J 'YJ,4:e .R� . :'rnf��_���u �i"���i •n.1_,�7'v7w , $�. - .J•~ _ ^"-- .=�r ��S�4�z��yF� ' J�'� �++���] • �:i'�•_ .u. ti{' ��1�_ '��. � 5..1r' ._�"��_� �5„-�:.�{t' � t:...ri ��� � ' ' _ ' � � � .Y•' 1 � ;. - , , . Y • � .. _ r ,.� B FRAM I NG ROLLED FROM STEEL 18 GAGE AND L I GHTER SHALL CON FORM TO ASTM A570, - f ''� ,'`",, �~,; � , - ~- ' •;""" `�_ • ,, ' ��'�,- ,-• - � � : .v - - -__'_'- ; `�;,'�-, ~�„ �� .��,{ ii"L:��" 5i4�'�� � � �}+�r�iJ����S. ' 'tiF� `������ yM1` . .�_ j . "� � LATEST EDITION, WITH A MINIMUM YIE�D STRESS OF 33,000 PSI -j ""-�,-,'` ':° �"�'7 . ' • . - - � � : . -�+��J;'.�-y��"�{���'�-��`'±�>�{"�`�:���"=����'K"`��'-� �''��'���"����?:''_'� 1_i'�k-'�"�~ :-''•-u-'"��,_ � e�:,....+�„_ . � ^4vti'�ti n:f� � �. '• �� - ' �� �+S.u:„r{„t '.,.{� � � }� O � ��.�r�ti�'��t4�W IJ._i f���y�. ' ' 4 . . . i . n. '�- ,• ��+_^,',ef��� . � ��1� ' 1 �� � trA Y��Y�Y,��~ �Y�^'r�{�t��S�'•'S.�i�(`. � • � � � . . � �� � �����.� C FRAM ING ROLLED FROM STEEL 16 GAGE AND HEAV IER SHALL CONFORM TO ASTM A570, � ��'f ' ' "�""'r•"''�`:" "• ' "' • . ',"�� ' ' ' � - •- - , = • --- --- . � � � �1 . i.�vrw a�Y�L_�' �.I�� "I:t��x4' �m � LATEST ED I T I ON, W I TH A M I N I MUM Y I ELD STRESS OF 50,000 PS I �- '� " n, ~ ~ ';�_ Y1r A r `y' ^'"~J ��� ~�� ,� •� � i_ . - �.� 4 l,�� D ALL N�RK SHALL CONFORM WITH THE RECOGNIZED STANDARDS AND CODES FOR � � � �' " � : " � � � .. : L I GHT GAGE METAL FRAM I NG , � . .��,,,,, - - - • ' ' ' " - � ' _ \/ � �; •�11� � j ' Y�ryt _L�_ J- - ,}- I '_1' � -r' --- . - - r � - - - - •: f;v� ti:+' � �A•'• - '}��. a_� 6 NON-SHR INK GROUT , , � - " A NON-SHR INK GROUT SHALL BE PROV IDED ' . -'� +�� V� {�- x-';� Date 03-18-11 �'�� 1 BETWEEN RA IL ING POST BASES AND CONCRETE SUPPORTS �� ,.,,�`+� 2 BETWEEN BEARING PLATES AND CONCRETE SUPPORTS � `^ - `�`=" 3 GROUT SHALL BE COMPLETE AND HAVE A M IN IMUM COMPRESS IVE STRENGTH '=.� :A Drawn By AVN ��� OF 6000 PSI PRIOR TO ADDING �OADS ' � v�oo Checked By HS A WHEN PRESERVAT IVE TREATED LUMBER IS REQU IRED BY CODE ALL CONNECT IONS AND ������ � � �� �� ` � ( '� I � Project No. 8447 NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER) I II �l B FASTEN ALL VvnOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE N T S R@VISIOI'1S TABLE 2304-9 1 UNLESS NOTED OTHERWISE a c PLYNR�OD DECK Permit 04/26/2011 � fO 1 PANEL THICKNESS SHALL sE AS SHOWN ON THE DRAWING APPLICATION SHALL �'o N BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYVunOD �"° � v ASSOC I AT I ON, . �K��'� �dt �' 4 � 2 EACH PANEL SHALL BE IDENT I F I ED WITH THE GRADE-TRADEMARK OF THE �/y' c°�� AMERICAN PLYVv1�OD ASSOCIAT�ON AND SHALL MEET THE REQUIREMENTS OF �� p � N U S PRODUCTS STANDARD PS I , LATEST ED IT ION FOR PLYWOOD ALL PANELS �����I���,,����� • v w1-IICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE � WEATHER SHALL BE OF THE EXTERIOR TYPE ��' � �� �0�� � 3 SOFFITS SHALL HAVE ONE LAYER OF 1 /2�� EXPOSURE I PLY1Nt�OD SHEATHING �� � � ° SCREWED WITH 8d SCREWS AT 6�� ON CENTER ALONG PANEL EDGES AND 12'� ON � CENTERNAT INTERMEDIATE SUPPORTS ALL PANEL EDGES SHALL BE BLOCKED ��•� � � •� � 4 INSTALL SUITABLE EDGE SUPPORT BY USE OF SOLID WnOD BLOCKING � �� V7 NON-STRUCTURAL ELEMENTS � • �, 5 A FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET � � � � � �/ � � ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE D v � ARCHITECTURAL DRAWINGS APR 2 7 2011 o , � - c o , > l'OVlf�l OF i/AIL � � � � � � � 6n . , � X (2)-3/8" STEEL PL�TE RAILING MG6X'7 GONTINUOUS TOP RAIL POSTS RE S�GTION 4/52 O ,,������ WITH PIPE R?�ILS � � �� L�X2X3/I6 EAGH ✓/3° I�� ' VERTIGAL PL?.TE (2)-3/8" STEEL PLATE RP.ILING I 12" PREGAST GONGRETE �\` (GONTRAGTOR'S POSTS RE• SEGTION 4/52 O � DOUBLE-T WITH 2" v ' ALTERNATE IS I/4" WITH PIPE RAILS GONGRETE TOPPIN� ` � WELD TO RP�IL) I ( �,LS,����� D�CK � 3/I6 � � � - ; , , � � 3/I6 � � � „ _ . . , , X � � . _ _: > , _ , , I FLASFiINC� AND � , � �,,.,�����,,��, Wf�TERPROOF I NG , .� (Z)-3/8" VERTIGAL STEEL - � - - (INSTALL BELOW _ °� � - . 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I , ' � . ; � ' .,.��w..�r.r — - � -- �V j ' ! � A�ww�w.�� — ! ; � � . � -� �,`. � , 1 - � E � � , � M1 � � I , � -- J ; ; / � � � � , � . � � � . � � , �'� � � � � � f ' � �-`°��". �.���s� ��'°w,`''�-'_ �� _ ' ` �'°'- i I`'��`-''^,�yb `"�� "i';a; `�.��' • . _ � !` ��'��� `"�„� ��". - t,,Ys { ' ; � ...�°�°;a'i��r�1 . � I — . , ` '' , , �- - , , _ � �i��-a �, n y,.,��" ��� _'� �; '� �-�.•. „.1�n. i � F..;� i - 5 f _ � � �A ��� �r 4 � t � , � � � � ��'P 4 so�i, ��.���''c,7�:+�'2� �� � t �� � . , � o � - � � E ��, ��,��� -0 ���•,,'; � �' � � ��G���S� �k��°�`�� "� � � � . �:� ��`c.$ � �� � � � � � �� � ��� � , 4��+Y^+Atiu�^' 1 • �I r •I ° . 1 , ' ` _ ����: - ; ' , , r ; — - , . ��I�j�� �'�i� � - � . � � '� , _ � � ���- r , , � b',3 ` ''"� ' ° . � - ��`f�"�'�' ����� � • . � ,�, �� •��, � r � � F , ' —� -''� �i'' �. °�. � ����< z ' ; `� , � _ .. � ��' ��h���'� � I �. ����� �/� - G C� [s �` G ' �_ •'� ' _ � -.e _��_ 4 ( ' � 1 .w�._— � � —` ,� � D � ; , - j _. - - �-�.� �.� � A�R 2 r Z 0 1 ; A 3 i � "/ � .. � ^���'-�. � t f•'� , A� � _..._._.__.__ � T011�JN �� �.A ��- , � � � - � ; "' , J j t i ; ' � � � E , r � „_.._.�. _ _ .. . _ _ . _. _..._. T- - - �- - -�--�- - - , ; ��-- - --,-_��..�=���'�=��C"`_I-� ___�.__ �__��.___ _�_._ _�._-., .� . ,--� � � , � _ :�_ r �_���.�,.m,�.�.. ��R__ � �.�:___�..�__ _. �-� � ► : - i � i > ' { ' � , i-. z�� V O o0 � ; F ��V i. t i _ ' � Vaii International Railing Remodel ; ' =�G�.�t�����1C:1 - — -�-��� � � o , o I � a � Pricing Clarifications � � 6 °` � � , � = o W � , � March 10, 2011 ; ( �� • W " a � - , , °`� � a °W I ' , - Q- U ' GENERAL i . `n J t. Pricing should address three phases: ' Phase n The work to be completed this summer includes the parlcing structure and north etevation railings, � � _�._��-- � w a I �'1�'I�'-NG�..- "' > fascias,and ass�ciated details. � S IM Q a �O Phase:)The railings,fascias,and partial soffits on all levels of the interior courtyards. � ��E{:��Gr�l i�U IT Phase:) Replace a11 unit balcony railings. j _��G1�oI:J'(���-- �`) ? � � O � The time frame or phases 2 and 3 are dependent on available funds. It is es#imated fihat Phase 2 wili begin within the - ��--��`I���M-�r�J' � � y�� next two years. � Z "-� � Pricing for Phases 2 and 3 are to be proposed in today's dollan. ; omo , Q o�Ot. I I N a.do, i , I PHASE 1 2. Pricing of neN railings shall include replacement of all existing railings at their existing locations. lncluding,but not ' , limited to:staP at the parking structure;stair at northwest comer of bUitding off entry drive;railings running north/south at ' � i � ` both east and vest ends of parking structure. : � �, i , 3. So�ts are required at all locations where unsightly structural connections would be visible. ' i � ° 4. Railmg desigi at the two existing stair locations shall include the standard cap and rails befween a single angled � - � profile plate oneach end. fiese plates shall be installed between the e�asting 8x8 columns with deck screws at 4"OC. ; 1 I 1 (Detail to follrnn.) � t i ' S. Pricing to include waterproofing entire widfih of walkway sections,on levels 3 and 4,running north/soufih and ', � � 1 east/west overboking ewsting open east court. Brick pavers are fio be removed in this area to inspecfi for concrete � r damage before waterproofing. 8rick pwers are to be replaced over new waterproofing and sealed. No membrane or � t metal flashing need be installed running up adjacent walls. f ° } I � � 6. The level 2 raifing odjacent to the main office entry stair,is to be metal studs with stucco facing,both sides,and stone � � ^ cap. (See Mon�oe-Newell Str.Dtl.)No walking deck waterproofing is required at this location. e � ' E��� 7. The level 3 railing detail,adjacenfi to the Exercise Room,is to be 1'-0"high built on the existing 4x4 verticals,as not to ; �Op � � rru t the e�stin roof s stem. No walking deck waterproofing is required at this(ocation. i � � � inte p g Y , I � � 8. Waterproofiig is required at the edge of all walks where fihe sheet metal fascia is installed. i � `' € , i ` ` 9. The contraded waterproofing company to complete the work on the parking structure is Westem Waterproofing. j � � , f ; i � � j � I , � � PHASE 2 , . � # � � � 10. No waterp�oofing work is required at this phase of work. _ � � ' E ' �` ; � I ` � V � 11.The downsFouts in the courtyards need to be relocated to the nearest comer. � ` , � �1 � ' I'-t'_ - - _ - s i � ' ; I 12.Hardieboa�d so�ts are to be installed from the new fascia to the side of the nearesfi T leg to cover fihe steel,structural , _ _ - , _ ` _ 3 connections. 'he length of the soffits will terminate into the nearest deep concrete beam. _T�_ _ --�-- � - - ` + ; _ - _ , ����_��� - _ ; � �. _ � _ . _ ______ -I��� I � � i _ _��/�� �- � ��,Il� - � -- � , PHASE 3 � , , 13.No waterppofing work;no sheet metal fcascia;nor soffit construction is required at this phase of work. � � t � , No�T�-1 ; , ' 14.Unit balcoa railings are anticipafied being of a reasonably uniform size;detailed primarily fio be a plate attachment �,��, Y � � at the sides;wth access through the units if necessary. 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