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HomeMy WebLinkAboutGLEN LYON LOT 6 LEGAL.pdf fi.�1 - n �n 'r // ~„ ; y -;�,. ,1 , .-,� �� � :i�/ ��'%� �,< , _ � ��� 1:P. e�qby .e ' � ty tAat t i � .m�.i . .,_ � �_ � ,. �� � , r� PAlN, HIEM �/� sa.vey F�at cr :mpmveoent +e� ylat, ni Lc :i r � - �O� � ✓ upon fn� Ine es[abllen�ent ot tenu, 6u� ltll�g o� otCec fu[va � opcoveo�c'. a ` \ I lines . , ^' \\ " \) � � ' 1 Eurthe� a�tlfy tAat the I�pcaveoenb on the a�ave desuiGed pa¢cl u . ( ` C� - � .. 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'� N�, 5�ae : eao� oo, GG ' Z �11 ��� ` ' ' �o.� [ � eoeet GS• S = ( X � LOT 6 �s � ' � / ,%, .'��� � E = BOBB.A G3.O : P :• . ' � � asia ac �o. A �6 �� a ,a , ) F :e�,y, a G %.5 : Z/ , . , Q V �' p� a, , '�� ��' � � r, = e ny s � a;.':i ' � :, ;' � �d / /�. � . �� DECk �� � �; _ . — - � , . . � 'J ( ^ . `�66 . :;11U�TY •� �0 , rj p - . EGiEMERi . �+� � � � 2� � _ _ _ 0 '. � � � C_� — __ � _ � — � — -- � I� ' i N � � — '�. ut � E7 . I 29 3 I /� D� S85 � 40 ' 00 "M 161 . 81 J� I : SIlNO. yi3'�74 �y� I LOT 7 IMPROVEMENT LOCATION CERTIFICAT �•�O'9� LOT 6 _.- _.__--____ :-_ . :: _ . - = _ ��r � �- AMENDED PLAT GLEN LYON SUBDIVISION = _ — - ° =� =—_ - = - _ — - � - --- According Co Coloiado law you must comnence any legal action based upon any defect a'� i�7Hghway6b24. Eaye�Yaii �n [his survey vithin Ueee yea:s after you (i�s[ discover such defect . !n no event , G:,, �„,�.� a�„z� TOWN OF VAIL nay any action 6zsed upon any defert in this sur+ey be co�renenced nore than [e:i yeais ��wa � dinl� - t : om the da[e o! tne rertifica[�on shw�n �n?teon . ,��3 a � � �� EAGLE COUNTY, COLORADO 625 � 3iGG5 �2r � 0;9, � -�-__ �.• ;�. ` _ . r r�. & \r t1- . �� • Q � h` _ .1`` ' . .;. .,_� . � ....:�p'! 6s,, \ o - �,�```, `\ • ,. _ � s \ � , ' � � ; � �,., �.. . � � . ��N�-� � � �a� �T�I���N a�! I��7��� : ��� ,_ wW..�,�y....`:=. . ,.. .: � � � TS� � I. P�LL A�p�G?S �F Gol-t��/i�U C.'flQl--) SNAI.I. P�� GoM t'l.�.t�d �ib�.1. 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CLAD FACTORY %,,- �'' -�k�"�r��Y� ,� � ' r F �� �;�,� 9 BDRM 2 -A C 2 ' - 6 " 6 ' - 8 " I 3 / 8 " FIR STAIN. FIR STAIN �+ B ' �,,.; ,.,.,, `, * ,^_•.y� ;;; �'����^� 10 BDRM 2 -A F 6 ' -O" 6 ' - 8 " I 3 / 8 " FIR STAIN FULL MIRROR FIR STAIN , a t �R,, i I BDRM 2 -A D 2 ' - 4 " 6 ' - 8 " 1 3 / 8 " FIR STAIN FIR STAIN � � ,; �i'� `� �4 ���, g' i;4��'�4 :a�,A�T 12 BATN 2 -A D 2 ' - 4 " 6 ' - 8 " I 3 / 8 " FIR STAIN FIR STAIN � � '��`(� �� _�.� 13 BATN 2 -A O I ' - 4 " 6 ' - 8 " I 3 / 8 " F112 STAIN FII? STAIN _ _ _ � ` �' � i �� � � �r`� 14 BATN 2 -A C 2 ' - 4 " 6 ' - 8 " I 3 / 8 " FIR STAIN FIR STAIN . � f ` �� � � �r� °� �. / I M15 � } � � � ❑ � ❑ ❑ 15 DRESSING-A O I ' - 2 " 6 ' - 8 " I 3 / 8 " OAK STAIN FIR STAIN � � I � '� ` , 'k" 16 NALL -A E 6 ' -O 6 ' - 8 I 3 / 8 FIR STAIN FIR STAIN SOLID WOOD SOLID WOOD SOLID WOOD � ' �r�� F� �� � � � � 6 - PANEL � 6 - PANEL 6 - PANEL � � '�' y� "������ D R � C� C� _ ` i :w� 00 � POCKET BY PASS � .` ti ;.; � ��,:�;;' ; I7 NALL -A C 3 ' -O " 6 ' - 8 " I 3 / 8 " FIR STAIN FIR STAIN SL IDER � �— DOORS t �. �� `, ,�t�;,�� . � DOOR � , � fi � #x 18 MECN -A C 3 ' -O " 6 ' - 8 " I 3 / 8 FIR STAIN FIR STAIN r � � NOTE � SEE PLAN � �' �'t= �� � ' -y Q 19 BATN 3 -A D 2 ' - 4 " 6 ' - 8 ' I 3 / 8 " OAK STAIN OAK STAIN FOR DIl2ECTION � � >'� '�y � �� � 20 CLOSET -A C 2 ' - 4 " 6 ' - 8 " I 3 / 8 " OAK STAIN OAK STAIN O F S W I N G _ _ _ _ . � �,a'b� $ � ';�: � � F — 21 BDRM 3 -A .1 6 ' -O " 6 ' - 8 " I 3 / 4 " WOOD/GLASS FACTORYTEMP.�inGisu� . CLAD FACTORY C D E � �;'�ad''�I � a�,�: � :�� ,� 3'�. � , ��t�: �.; � 22 BDRM 3 -A C 3 ' -O " 6 ' - 8 " I 3 / 8 " OAK STAIN OAK STAIN � r ���°"' x N � '� � , � �� �:. 23 D I N I NG RM-A J 6 ' -O " 6 ' - 8 " I 3 / 4 " WOOD/GLASS FACTORYTEMP.� ir�vsu� . CLAD FACTORY � r„�,�,, w,���K 24 ENTRY -A G 5 ' -O" 6 ' - 8 " I 3 / 8 " � OAK STAIN OAK STAIN . * ; °� � ` + * � ',�r +� , 25 ENTRY -A K 7 ' - 10 " 6 ; - 8 ' I 3 / 4 " WOOD/GLASS FACTORYc�eaR LEADED wpOD STAIN '�pE��A" {�AUf1-1oRN� NO� 2394 � ���„�, `, 1 r¢,-.� I NSULATED ;t , #�t, F. 26 STOR 2 -A +� 2 - 4 5 - 4 I 3 / 8 " OAK STAIN OAK STAIN ■ 4-PANEL �ooR VERIFY size , �5 x }F �4� � � � � ' ` , �`� `.;'_; 27 POWDER -A C 2 ' - 4 " 6 ' - 8 " I 3 / 8 " OAK STAIN OAK STAIN �� �� / � ,�;:`--� �` 3 � � z . �ooR REQUIRES son�e MODIFICATION SOL I D CORE SOL I D WOOD METAL FRAME _,,.,, . E� , '2,§`��`- _ 28 MUD / UTIL -A C� 2 ' - 8 " 6 ' - 8 " I 3 / 8 " OAK STAIN OAK STAIN � � / see DRAWING zia-a WOOD 6 - PANEL W I TN TEMPERED ''� 2 9 MUD / UT I L -A N 2 ' - 8 " 6 ' - 8 " I 3 / 4 " SOL ID coR STA I N WOOD STA I N .� � VENEERED DOOR GLASS s y �' � 4�,�' OAK VENEERED BY - PASS ` ' �" ' f� ' � ' \ '�y , e r� 30 GA12AGE -A C 3 ' -O" 6 ' - 8 " I 3 / 4 " FIR STAIN FIR STAIN STAIN TO MATCN SIDING DOORS '�ry � ��� � 3 1 GARAGE -A A 9 ' -O" 7 ' -O " I NSULATED STAI N VERTICAL CEDAR SIDING APPLIED � NOTE � ` LL , � ��` `,� „ ' � �� ,, .� �� � � TO TNE FACE OF DOOR � / S E E P L AN M1'�� � F012 DIRECTION �,,ti ''� 32 GARAGE -A A 9 ' -O " 7 ' -O " I NSULATED STA I N VERTICAL CEDAR siviN� APPLIED OF SW I NG �.�} � - TO TF-IE FACE OF DOOR '" ," �-:,` � ' .. � �..�5 Y � . � 33 TOILET -A C 2 ' - 4 " 6 ' - 8 " I 3 / 8 " OAK STAIN OAK STAIN F G N (("� - u� A. ` GLASS W/ �p ;/ � �n �.j���. 34 MSTR BATN -A N 2 ' -O " 6 ' - 8 � MTL FRAME FACTORY TEMPERED METAL FACTORY , /� t: ,,: � f �� i �k�.;:n.f._ ', 35 MSTR BATN -A D 2 ' - 4 " 6 ' - 8 " I 3 / 8 " OAK STAIN OAK STAIN • ' :� �� Si ,� � � 36 MSTR CLOS -A C 2 ' - 4 " 6 ' - 8 " I 3 / 8 " OAK STAIN OAK STAIN '� �' ���' j ,,:. 37 MSTR BDRM-A M 2 ' - 6 " 8 ' -O " I 3 / 4 " WOOD/GLASS FACTORYTEMP. � irGVsu� . CLAD FACTOR _ �- i► ^� � '"'�`kt}. 38 MSTR BDRM-A J 5 ' -O " 8 ' -O " I 3 / 4 " WOOD/GLASS FACTORYTEMP. � irGVsu� . CLAD FACTORY �w� :.,-�,, ,`� Y;;;�; 39 MSTR BDRM-A C 3 ' -O " 6 ' - 8 " I 3 / 8 " OAK STAIN OAK STAIN � � � i � � ' ���s;, �� � �: 70 METER ENCL * PR 2• -o• 6 ' - 6 � SLATED woo� STA I N WOOD STA I N ■ SEE sourN ELEV, SNT a-� — �� CLAD �� � CLAD i � SOL I D WOOD DOOR � :� —�_,:�" }��_' � WOOD DOOR AND WOOD DOOR AN� SIDELIGNT W/ � �` ` ; FIXED UNIT W/ TEMPERED CLEAR LEADED � ` �'=s' ` 7 i?: f S I DEL I GNT W/ I NSULATED I NSULATED GLASS ' 'r ?' , ` ���`i 40 BATN I - B 2 ' - 4 " ' - ^ ��G. � TEMPERED r; �' _ �� , {��` {' � i GLASS � i IN UPPER PANEL D 6 8 I 3 / 8 " F I R STA I N F I R STA I N � � I NSULATED � i ' a � r�� `��r ' � GLASS � � i - � :, ;: �r ` 41 BATN I - B O I ' - 4 " 6 ' - 8 " I 3 / 8 " FIR STAIN FIR STAIN � � � ,' �`. ^ ;�+.t: 42 BATN i - B C 2 ' - 4 " 6 ' - 8 " I 3 / 8 " FIR STAIN FIR STAIN " , � � x �;�.� , w � �:,�. I ,1 K rv' ,' 43 BDRM I - B F 5 ' -O " 6 ' - 8 " I 3 / 8 " FIR STAIN FULL MIRROR FIR STAIN �-~� �' 4�`� p. r t �`f� x�; 44 BDRM I - B C 2 ' - 6 " 6 ' - 8 " I 3 / 8 " FIR STAIN FIR STAIN ' 45 BDRM I - B I 5 ' -O " b ' - 8 " I 3 / 4 " WOOD/GLASS FACTORYFU�� LIGNT CLAD FACT012Y m Copyri ht 46 REC RM- B I 6 ' -O " 6 ' - 8 " I 3 / 4 " WOOD/GLASS FACTORYFU�� L IGNT CLAD FACTORY Arno�d�iGwathmey�Pratt T P Architects,P.C. All Rights Resetved 47 REC RM- B C 3 ' -O" 6 ' - 8 " I 3 / 8 " FIR STAIN FIR STAIN This document,and the ideas 4 8 BA T N 2 - B C 2 ' - 4 " 6 ' - 8 " I 3 / 8 " F I 12 S T A I N F I R S T A I N / � and designs incorporated herein,as an instrument of 4 9 BA T I--1 2 - B D 2 ' - 4 " 6 ' - 8 " I 3 / 8 " F I R S T A I N F I R S T A I N � professional service,is the ; � SO L I D WOOD DOOR C L AD SO L I D COR E property of ArnolcUGwathmey/ . ` 50 BATN 2 - B D 2 ' - 4 " 6 ' - 8 " I 3 / 8 " F I 12 STA I N F I R STA I N AND S I DEL I GNT W/ WOOD D0012 WOOD VENEERED PrattArchitects,P.C.andis ! CLEAR LEADED W/ TEMPERED DOOR nottobeused,inwholeorin I NSULATED GLASS I NSULATED part,withoutthewritten ' 5 I B D RM 2 - B C 2 ' - 6 " 6 ' - 8 " I 3 / 8 " F I R S T A I N F I R S T A I N authorization of Roberi L. � I N U P P E f? P A N E L � G L A S S Amold,Edwar�l M.Gwathmey �s 52 BDRM 2 - B F 6 ' -O " 6 ' - 8 " I 3 / 8 " FIR STAIN FULL MIRROR FIR STAIN � Jr.orHenryPratt. 53 BDRM 2 - B t 5 ' -O " 6 ' - 8 " I 3 / 4 " WOOD/GLASS FACT012YTEMP. LINSUL , CLAD FACTOf2Y \ � ` 54 MSTR BATN - B N 2 ' -O" 6 ' - 8 � MTLSFRAME FACT012Y CEMPERED METAL FACTORY m 55 TOILET - 8 C 2 ' - 4 " 6 ' - 8 " I 3 / 8 " OAK STAIN OAK STAIN � M N Date �' ��' � � 1� ,�:. F... 56 MSTR BATN - 8 O I ' - 4 " 6 ' - 8 " I 3 / 8 " OAK STAI N OAK STAI N �/ARI�S � Z 57 MSTR BATN - B D 2 ' - 4 " 6 ' - 8 " I 3 / 8 " OAK STAI N OAK STAI N � p�Al� R@V{S@C�: � 58 MSTI? CLOS - B C 2 ' -O " 6 ' - 8 " I 3 / 8 " OAK STAIN OAK STAIN . i; ��� ,� i i� 59 MSTR BDRM- B J 5 ' -O" 8 ' -O " I 3 / 4 " WOOD/GLASS FACTORYFU�� LIGNT CLAD FACTORY 8 D2`(I�II��L �jI `� --- V J � ��� -' ' TEMP. INSUL . 60 MSTR BDRM- B C 2 ' - 8 " b ' - 8 " I 3 / 8 " OAK STAIN OAK STAIN � � � � � � -. 6 1 D I N I NG- B J 5 ' -O" 8 ' -O " I 3 / 4 " WOOD/GLASS FACTORYTEMP.� irGisu� . CLAD FACTOR � i �I I I�C4 I�IODI� 'f1�JM : ?'� 2 , . � � � SOLID WOOD SOLID WOOD I ; �; 6 POWDER B C 2 4 " 6 8 I 3 / 8 OAK STAIN OAK STAIN 3 PANEL � 3 - PANEL , ; I,���' �S�D �t��Z sT�.��) 63 ENTRY - B P 3 ' - 6 " 6 ' - 8 " I 3 / 8 " OAK STAIN OAK STAIN DOOR DOOR � � ' i "� C , CLEAR LEADE ��'�n�'" � 64 ENT12Y - B L 4 ' - 4 " 6 ' - 8 " I 3 / 4 " WOOD/GLASS FACTORY �NSULATED wOOD STA I N "PEI�t-P�' �AWTNoRµE �10• �321 I j ` r NOTE � SEE PLAN ,`�(, Q� �Ql/1� 65 MUD / UTI L - B C 2 ' - 6 " 6 ' - 8 " I 3 / 8 " OAK STAIN OAK STAIN FOR DIRECTION I � %� ,' �,.,101'�P DDOI� ��• .� 6 6 MU D/ U T I L - 8 N 3 ' -O " 6 ' - 8 " I 3 / 4 " OAK I VENE�EREDE S TA I N WOOD S TA I N OF SW I NG � f � �' `�,��M� �S'(P���, �7 ' �O ` 6 7 GARAGE - B A 9 ' -O " 7 ' -O " I N S U L A T E D S T A I N VERT I CAL CEDAR S I D I NG APPL 1 ED ' � � EDWARD M. , TO TNE FACE OF DOOR O P � I I I i }' I �'' � � 68 GARAGE - B A 9 ' -O " 7 ' -O" INSULATED STAIN VERTICAL CEDAR SIDING APPLIED � � �;; ��.f GVIIATriPJ{EY, 1R. . 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Z-1) ( -II �.W�„�,ING �I Ill „ II � l I , , WDOJ SIDII-�� U(Z � �k '���4'� . � �� � h(1-l-CGO � �xT��"L lOiZ � O SOUTE-I ELEVAT ION A tZ-8 MhTc-V+ �. ��-c��� �IX�f� ��R��Y �El�rl�r W�?'I� -r�P v� D�R 3`) A��--ID WINDOl.� {�Eltl7 N�,T• �UILT"Ui� �I�AI3ET� � i I �i � I� �� ' � . pooK 3� ; I � �; \ �L�VAlrin��i ��� �"(iZI.aG'r-) � ' ! � � � �v ��� � O SOUTN ELEVAT I ON A L�-II�� 3�-II�� GAS�T"(E1-�T �� I' '� � o O � °�,� ' � ' fiyt � ' ��EAKM�IA� �1-A��-I�• 5!P pRYl,�A�U. � � , i� � �� �,Il'Cl-i RA�DILLs�n � `f M�T�N Wll-�17 �I , x1 '!` v ( (� ar OV WEST ELEVAT ION A I - II 1 -I �IXCi7 �,,.� .R�� �;' ,� ' GLL4DDII--� v , kY ° --�' � � � {� � � � ����. OW WEST ELEVAT I ON A I �-II�� `l�-I�� �IX�f� W� ���,,�� -�'� __ �AGKI�IG� 1zoD � � �� . ' I�I-�I� S�Dt LP�l-�`1 � r ,�. � �� i �� o A � I -v G L !. 401� � ! � � � ' � ;'.�`tF � . ,, O WEST ELEVAT ION A (O -O 2-� �IX�I7 ��.5t M� R bILK�b I-l�D I�l11' DtbOV� ��� I�-�'r �I�� /�"TIDl.I Wl �b W OR -_� I ?G;� � � � � ` �" , �a �� . � E i � rr Y WEST ELEVAT ION B PR• Z�'I�� ��-I��� ����M�UT D�� u�� r ' ` ` � -�y , � �; O � - I 6. A�� J�M � s I M . � � -��, �,. � �� I �� � ` � � ! � I I No �1-A51-FII-l�t °'' * �`w Z NORTN ELEVAT I ON B �'fZ• 2-5 4 -II G��M��� IS �G21:.�1R� � �"'�'.� , �� ���� O � �• �;� --4,� _-.� � �� `� � NOf2 T N E L E VAT I ON B Z��l i�� 3�-S�� GA��M�U1 Z. �`� �������vl� � Fi -J� � '��' �,� ; M�7�L ��El��i ,���• � } , BB WEST ELEVAT ION B 1 �-11�� ��-I�� �IXED /� ` ` p ,��Ld ��� �='N �� * x " ,, ��. `'k' �", �, �p ��, .� , O ���f''�I L- '��I I Gt"�L- �I�M p ,� �G C/T ,{;,� r r` :.._� �,. +.� 7u ��1� i I� I �[ ? ; � �RA�M� �R .� .�� �� � 1�1����� � �I��1~�-�'1_,1 I�� i3A�KI l�, T�D � ': � � ,r� r;� � , ; . !�1"Y r � .;�"r`�� i a", CC WEST ELEVAT ION B (�' �I�� ��-I �� �'Ix�� . � *yryr 3 Q �''") Ac�� S�A�P��T L I V I NG ROOM � II i u ` � w ��< � �� +�� ��� i DD SOUTN ELEVAT ION B I -`) �-I GA��EM�I-�T �j�� SEC.��101-1 2' A� �IZ WIJ�-�I�W SWII�� ��� I`� �� �� �/ � � .�. � �� M , , � ' �- �� X-!� � �� ID6 I-�IT o �AG 51 OF L4 �o�� I�IDE L41�IT ��' I � �I � I �� � f�� � �; � fi� � , � ��� � E E WE S T E L E V A T I ON B I O-� (� I �I C Z-� W 1-I� N i-} PE 5 I -- y � i� � 6 3�� ! ���►� � FF NORTI-I ELEVAT I ON B I �� Ca�I�� G/kS�M�E-It mCopyri�qht Arnol Gwathmey/Praff GG NOR T N E L E VAT I ON B PR. Z'Si1 '.������� ���j,,�E�-r Architects,P.C. All Rights Reserved This document,and the ideas herein,as an instrument 9f . ' I1 professional ervice,asthe NN NORTN ELEVAT I ON B 2�-II�� 2-II GP��ME��..IT I I EAS T E L E V A T I ON B PR• 2�-I�� ZI_�II C��MGI�-�T Gl1`�TOP�� RaD�u�b N EAD 1.�I.t�1 !h 6ov� - �E�, EA57 E L���T I U}�J property of Arnold�Gwathmeyl . Pratt Architects,P.C.and i� not to be used,in whole pr in I 11 i �� authorization of Fiobert L. J J N012 T I-a E L E V A T I ON B I -5 �-I I X ED part,without the written F Arnold,Edward M.Gwathmey ?2A�(��b I _ � .� I I G LAp �,.�GY�(� Jr.or Henry Pratt. KK NORTN ELEVAT i ON B f'R• I�-II�� 3�' II�� Cp�S�MEI-�T ����� R��u � � �i��� ���T �Yol-J Ij I _- OUN I T - B , GARAGE I �� I iI �IXEp LL SOUTN ELEVAT ION B �R� �' ll 3' �� ����M��+? Date 2'I ' UN I T - B , GA2AGE i n I I� �IX�.D �X O{'�K, Sll.l. � � 1 tit B PR• �- I I 3-I l - f3A,�KI E-�, �P SOUTN ELEVAT i ON GP�5EM�1-�T ��j �' • A�-1t7 S�L�t--IT UN I T - B , GARAGE I ii i �� �I� ���� �►x�a , ����� � : �� Revised: NN SOUTN ELEVAT i ON B 1'R. 2-II 2- II �A�M�I-JT CG��� Fll-1{�� :I � M�TAL xi��� .. . 00 WEST ELEVAT ION B nG�� �� N I�-O�� FIXED GUS?oM� RADIL�S�D �-I��p 1�1-�IT A�f'��y� -5�� W�"r �1.�1lA"nOu IX¢ OAk �IM �� ,: __ _ --. -. � � '�J.�CGa �C2 (.�.�F�I� �i 13aA Dt� W I Tk� 5 I . �� � I � �V� PP WEST ELEVAT ION B �l>�_O t� Z�-D�� �IX�D II I� I� il If II II I I ��� ���. ' ---' ��' �� � c��aiz F►�iSF+ �TEWafz �l,E`J�• � '; $ , ,,w � ► ;i �A5"1 � I �I `: -- � � � QQ EAST ELEVAT ION B ��M��N 2�_II�� FIXED �I II �i � � �� C��$ �Y�„�j,,tu, .i , I RR TNIS WINDOW NAS BEEN OMITTED � � C �j, ��.-�`'"- _�_—�:� I . Qr CQ�,� r �� i � w°��r / UNIT -A , ENTRY SS NORTN ELEVAT I ON '�' ��`5�� 2�"���� FIXED vp�Rl� ��`"' �� , U N I T -A , E N T R Y �� fM � q �� �p�µ _, r EDINARD M. '� T T A 2 5 Z I( FI XED ' „ GWATHf'��Y, 1R: � SOUTN ELEVATION ( i � ��,/ / i .- 1 � SD UTH EI_ T '- '� '- '' W (� L� I LL � �T U -�SI�D � S O ���� V i �I C.•�� !r ',� -��(� � �V,� IoN � 3 I I I 5 A N I N TI S .1AM � �E �.S � I U.�T P�I N �( � I �� 1 1 G I 1 � �`f� � �` � 'h1 W � .. ,i �.... � �:, 3 II._ ( I p l I , �',�'�`�� ���'�`� ;_ — - _._.._. . --°��°�►��,i, _ ; `���..�, , � � , �. � '�� :�'.� � � . - - � � �� � � � �,� � Sheet Num�er �� :�'C�W C� C� �' V _ -- -. -- , �.. _ � � ,_ � �;� � ._ . ,-� _ ��^�� � t*'�k. �: �._. .�_ ------ DA�f.E..���� A ,� � ; � fi� f3y_ .. . �._. _.. -___. . ---- ,}� � � * � .._ .`5'�::'_::, -i,_.i:., E_kY:�",',.. Y,,,.., � i .,., . 4 .�M1. ' , � a� '_'_' _ _' "' _�. � :� �� . � a, a '4 � r �,� f' i i o4 2 . '�-�� i.�. � -�F.� =.�;.t. �. ._.�. ... , . ,.. ., _.. .__ . _ .__ __ . _ _. _. _ _ --, -- .. _ , -. . .. ,- . ,. - - - , _ ,.� - -- - ------ - - _ --- - - - . _ . , . . .: , �- _ ` �' , _ ,., . , .�. �m � . _. . r, f, .: -. . . � f,r. , 5 �.. . ��: �:�1 y .. . .. .'� . ,. , , a` -.. . . . .. . .� : ;.- 4 � �. r , �l.. t. rfi tYv �f... , x .,. , . ^... :.� . .:r ' ., t _ .� . �r i. ,<�i�. � - h., i • ,'�!`� „ �',: .. s' i i P' :kh.�Z� ,, '�'. � ��F�`''� � f-� ' ,f . ' c '� _'�fr"�. I,�.�' . . .. , � . . . �a�,�°�t� �ycr# N . . . � . . - . _ � � , _ -�a . � - : r, �.. _ e _ . �1' �f. .tJ� ' . . . . � , � - . , „ . - . . . . 4� . ., �`Y�. , . ' . - .. ., - . tt�� . . ' . �r�`.,��j �f' . . - . - . , . - . �'� � ti '��.. �j. , . ' . J���r�k,� ;.-� �♦�,��' - . . . . . ,' .. , . . . „ . . , 1 � {.� '' . 1 . . �� . }=iy��`�y. 0.��,�wl,ii� . . YY. .. ' , . . ." . . . � �F , .���.. � • . , . 1}5��;Y� .y._'4.' , . _ .,. � . ' _ - �q `�7��.1n � � ' , .. , �fi;. 3 � ;a��P . , , .. .. 4 ,�..k. � � �. . , � ':� Ya'' ?:�L , . � � . . . _ . i r y}� . ��tli t.�. � . . �etk �4M' . . . .' . ` .' . . ' �' .. . � - � ��"�f . pIYISION i - GENERAL REQUIkEMENrS SECTIQN 01500 CONSIRUCTION fACiIIYIES ANO TEMFORARY CONTROLS �q����`� ��y ` DIYISION 2 - SITEWfiRK ' E. Fteld Eng9neering: The responslb�ilC�r tor lines., Qr3d�s and� l A N _________ " . I • � �r` � ; , leveis nacessary for pro�er locat5dn And •xeeuttar nf tho • , , x��x,{; ��� � SECTION O10G5 ADMINiSTRATiVE PROVISIGNS 1.01 TEMPORARY ELECIRIC1tY AND LIGHTTNG ; ���`t �'`,s� '�. 01vlsion 1 - 6eneral RQquirements applies to wcrk in thts divis�on. Nork rests upon the subcontraCtor who 'v111 sotaln a- 1„', • ' ��',� ,, compQtent instrument man for thls p.ur'pdsa." Carefully' . , 'A �• •; 1 .01 WORK COVEREO BY CGNTRACT DOCUMENtS A . SRrvfca: / The electrlcal subcontractor shall providQ � ; .t' �' SECTIOM 02200 EARfHWORK protect bench marks and rQference points. � �`'.'' ' temporary electrical servlce to slte for constructlon ;'�" � "^ �;.' . r ��- ` A. 1Jork under thls contract lncludes ;jll materials, equipment � purposes. The elect�ical subcontractor shall }�rovida `�,,�� : ��;+ FART 1 - G�iVERAL • . , ���.�� � and IaGor necessary to cumplete the work ind9cated, clrcuits, branch uiriny and distfibutian boxes as r�qufred `�� - SECTIGN Q2710 fOUNDATTGN DRAINAGE �- _ ' , F, ;-S spec�fied or reasonabiy Snferred therefrom. for temporary power and lighting. The electrScal �� � : 1,01. �EFERENCES , . . „3� �,'p �1 E � �; ' '� subcn�itractor shall proviQe temparary lighting for, �ach , ; ; FARt 1 - GENERAL { , � � ;� ` 1.02 CONOITIGNS ANO RfQUIREMENTS space and the General Contractor's offica trali��. '�.` �' ' A. Compaction Test; AS1M D698 Standard Proctor Qensltr. �` w`� �"' ' � . " "'�:p{ SK " , 1.01 WORK 1NCLUDED " �- r��"� A. DivSsion 1 - General ReQuirements goverr7 work under all H. l�he varlous subcontractors shell pfovlda ext6nsion cords and � +� �� ��`- PARr 2 - PRdDUCTS ' '` � � : � divlslon of the spectiflcations. lamps as required to convey elettrlcity tu intations of wofk +: `t� ' �; , A. �raSnag� plpe �nd fittings � t d11 p�rlm,�t'en�foundatltins and �< < � '� w; t.�` � and tu provfde task iiqht'�ng to permit praper executic,n and ��� � �� :� 2.Oi 1�PSOIL as 1ndlcated. � " • ��'' r � � � �. Yarious subcuntractors shall review with Tewn cf Va11 insr�ection of work. ,��'' k,-;. r i�,�: Buildln Oe artment and arran e for re uired ins eci:luns. `"' � : . g p g q p � , ,, A. Tupso3l� MaterSal tNat 1s strlpped from cunstruction 8. Free dralning gravei at ,Gralnage pipes. �_ :j. : , ;y�� , �r ��;� C.,. 1'he General C�ntractor shall pay for elQCtrRcity consum�d u'� �� ;>«;�, areas. +,�Topsoll �nay lnclude maderata amounts of nrg�,nic - y, ��;, , � { a; 3 �'' ��,, ; C. If it is necessary to use lifts, chutes or cranes, � ��ntil f1nn1 acceptance. �.� ���, '`' mafter. C. Protective covering between flravel and backfi}.1. � "l,F,� ,� �'�� . �,� 'x�`�,'� f`---. Contiractor to work with Tuwn of Vai1 to obtain npcessary �f''` ,�N � � . - A r .,jn ' $ 1 - ' �` 1.02 TEMf"ORAkY HEAT ANp ENCLOSU(CES - AI.LOWANCE IIf_M ;�''' � �` ` . � ' �' � � � n r ��" '�� permits and approvals. M � 2.02 FIlI AMD 6ACKfILL MATfRiAL p. �elated Sections: � �,, } , ��� �5p },� ,�.- - �. Damproof 1ng: SQCti�Q�► . . . . . . - ! r,a f 1`. ,.,p� 4`.��.v��<t��`:��n+a�}ti�., 0. Contractor to verlfy all dimensions and notify Architect of A. Frovide temporary heat necessary for the executlon of work. �%�. �.,. , �..' � A, Bnckflil and Fill: On sSte exc.avaEed or lmparted 2. Foundation wall drainaga/ Insulatio� bo�t�d: 5ectlon � �r : v� � ; any errors and/or dl�scrFpanciFS before Ceginning the Work. Install , maintaln and operate temporary heatin�� appdratus in *;�, � y non-expansSre material , f�ee of trash, dehris and organics 01520. � . r �` � ''��� A������';�' � �• such a manner as to facllitate the work on the pro�ect so �'•'" as approved by th� Geotechnfcat Enylneer. ' a�`•�` � ,�y,a� �' �*"�'�. '�� :� E. Nois and disruptive o eratSc>ns shal1. not be all�wed exce t work can cont9nue ar�d tMe finished wotk will not be dama ed e� °'� 1.02 DE�IVERY, STORA6E ANU HANDLING • , �: "`«� �;�'� -"'r�t�at"`" Y P V 9 x�' e.'� I ,, � ' �� a � �v z}. durin9 regular offlce hours; notify neSghbors c,F such therFby. � g ��' } 2.03 liNDER SLAB GRAVE� - � �a � + { r k a �� v � �.+� � operations. Pr•operly muffle equipment. �4���` � '"F, ' A. � Oeliver and store materials i� accordahce wit.h Section ; 1` � "r� $*�'�'"•°�.�, ; ,��',�''� ... . iv : . � a,�:^ . ..: ��i � �,_n w- _ B. FrovSde temporary enclosures as necessary for holdlny ;r.� � ;� A. ImpottFtf granular materlal contain9ng tass than 2x �assiny 01600. Stotkp41a a'nd stora materials so as not to bury or� . �; ^, �> ;. ,M},x (�".�•r,��, ,-�� : f. Control dust when construction �rocedures result in dust � tempor-ary heat such as enelosures for concrete work or for '�o,�+��'�,. '{ tha Np. 200 s1evA and mare than 50X retalne4 un the No. 4 dame9a• , ` �'� ' ;�"';b � ��`,k��. which becamQS a nu9sance. thawing Frozen ground. sSeve. . -� �', �� +""�`"i,„ F � � a`.�: . �' ' � " 'x_ PA R T ? - MA T E R I A L S ''�3 ; -. , E'� `n � � �Y�`r��;��, G. Control flow of water at site to prevent damaye ta others' 1.03 IEMPORAkY WATER , PART 3 - EXECUtION . . �;�� '' �` ,,, ' � �t'. prpperty and facillties; take precautions tu prevent F,' 'r - 2.01 t�iATERIAIS . . .. '' ;� t�;.: ��z i ''`,� a ' ' spilling ,snd litkering of water pollutSrg substances. Do A. Tf,e G�neral Contractor shall prov'�de tempora�y wate� � �,?�.' .'.�' 3.01 CLF.ARIN6 AND GRUBB1NG � ; ..' �.� "a ;;;h�, -' �` y �: not dump any foreign material� tnto sewer- arzd storm sewer service. The various subcantractors shall provide ali A. Foundation drainage pfpe to ba: 6" mSnimum d�ameter, unlnss ' ' �'_� = �" �`a "` �' col iection s stems. tem orar connections and hoses necQSSar to conve same to 'M� '�'� A. Remuve treas shrubs ar�d ve etatian w`thin the construction notgd otlterwSse, , '� � '` '� �( �`�' ' '�*a;���4 -- y 1 ces ny d Y Y �M �����- � � •r n � o f r tu9e emov from he site or buf . _ - 1. Pi e to be c rru ated ol ath le t e er•foratQd� ti� �` � �-r!'= � �y . : '�£`�` p a ee ed. . 4. a ea S clud�ng r o st uc r R e t y p o g p. y y t#o yp , p 1 , - � , { 1 .03 CONT�iACTOR USE OF FREMISES �. ° in cpmmon landscapSng arQa. Prot¢ct items to rEmatn. dralnaga areas antl unpertorated olsBwhera. ,. ; ' ;.. ,�� ti ��= '�a 1 .04 TEMPURARY SANITARY fACIIITIES � , , �`; 2. ProvldQ soiSd end caps At .tormin�tions: �;..,� *; � �.,}, .; A. L1mit operatfons under this contract to the are.a of the ' ° 3.02 EXCAVATION 3. Al1 connetkions solvQf�t welded.' t �; A„ �;� x ` property as indicatecl. No uperations will be ailowed A. The General Cuntractor sl�all provide and mair�taln adequate � a ' � ' '� � �,° 1 " �,�;� � , outside of thls area. chem5cal toilet faciliti�s for- the use of ali employees �: �' .'�%� ' A. Topso�l: Remove all tapsotl and arganic materlal at ar�eas B. Fervious backf111 material to ba free dr�aSnln type v+Sth � ` ;;&- , �_ + �;`, � ;; enyaged at the slte in compllaricQ with applicable � , . to retaive paving. bu11d1ng construction vr sldbs on graGe. less than 2� paxsln9 the No. 20Q sleve, ]ass �han 50X ` '..�;' ' ;,'� � � . . k.�.; a�� �� .� • 8. Parking on site will be extremely limited. regulations, ��� Stockpfle Por rein�tal�ation. passiny thg No, 4 sfeve 3nd havSng a maximurn 'sSxe of 2 �{ � inches. � _ �:, � 1.04 EXAMINATION Of SITE 1 .05 TEMf'ORARY PROTECTIVE fACIL1TIFS ,t�`' �� :� '� B. Excavate the sSte as required fur walis, fnundattons. piers, . �; .� ' ' �„�, y p`°� ti / �' { argas, basements, craWl spaces, p1ts, etc. , to deplhs C. Protective cov�ring pver. perv:lous b�tkflli to ba Nirafl 140N ' � � � ; � � , , '' , ,> x,{;.: ,.:, � � ,' � A. Failu�e to visit slte and become familfar with sSte A . ProvSde and maintain protactivo dav5ces and facilitias fnr �-: indfcated. All footSngs shal] bear an natural sotil beloH or approved substitute. Subm3t 2 x2 sample for approval. - , 1 ,. constraints and w��rkin� conditions will in no way relieve tF,e protectfon of the public and the general protection of ; . frust depth, 6esring maxeri�l shall be v�r9fied on site by � � '- k ` ' ' any Cor�tractor from necess5ty of furnisning matsri�el or all workmen on the �:royect including but not 1lmited to: ;F '�4 the Geotecfinical Engin�er. FAR7 3 - EXEtUTICiN ' �p �: rn ' perfortning work that may tre r•equlred to complete work in i , Danyer s�gns warning again hazards cr�aat�d by such r ,� ' ` .� ' � � I': �`,. accordance with Orawinqs and Snectficat9ons w9thout features for construction as protrudiny nafls, hoists, � �'r �'`;; i C. Keep excavations frea from rafn water at all times. Notify 3.01 INSTAILATION • �..;.: ' `' additional cost. well holes, window openings, stairways and falling ��� , � Arch9tect immed5ately of ground water encounterad sa � � ` ', , p� materials. � f,E° .� � permancnt dewateriny can Ae achleved. A. GerlQral: `. ' ;�- �. 1 .05 FIELD ENGINEERING 2. Fire protect1on equ1pment. � i. Keep trenches dry durt�1g installation of- draina�o � '''� ' --�;� , �'. 3. First ai�i equlpment. �` � ` 3.03 I'REPAFATION OF NATURAI GRQUND . sy5tem. !' ' _ � ; �: ,`; � , , , A. Owner will prov9de fielci enyli�eering se�vices to est��blish 4, rernporary walks, roadways, trenc:h cnvers, barrlcades, f � 2. Use ftittings at .3nter;ections anQ as requirQd. � �'; grades, linHS and levels by use of recugnized er�ylr�e�ring bulkheads, ra9linys, danyer lights and slynals,etc. � ?"' ` A. Scarffy upper 6" of all cut or fill areas under interior , , � � i sur�ey practices. Contractur :hall protect corrt.rol anJ r�quirad for thtis work hy fedEral, state and 1oca1 ', �� slabs un grade or paving and recomUact withln +2x optSmum B. 8pddlny�: °i4. � �•� `�` � 1? reference points. safaty laws brQ buiidir�g codes. rooisture content to a m4nlmurn of 95X of Standard Froctor 1. Placa yrad�d bedding and filtEr fabric prlor to laying ; ' ` ' ---- Denslty (AS1M �59$). pipa. !;, �:::. ;: 1 .06 REFERENCE STANDAROS 1 .06 fIELU UFFICE ANU tEI..EFHONE } `� 2. Rest each sectfon ffrmly on the beGding, through y"'�,? � 5 _� , >, 3.04 FILL AND BACKf1lL ent�re length of p1p�. , ' � � ' A. for products spectfled by assuclation or trade sta��dords, A. lhe C�eveloper shall provlde and maintaln field office wlth p� � comply with requirEments uf tha standard, excepl when more telephone. Nc� toll calls shall be allowed for �,,�+` � A. At ro er time flll as re uir�d and backf111 around wails, C. P1 a la in ' "'�` �' p P r Q A Y 9: 1, ,'} , rigfd requlrements are spzcif�ied ur are requ'ir-ed by subcontracturs. ihe field offlce and telephune shall be ' � plers, utc. , to bring the earth to proper levels and grades 1. Lay drain ilnes to un{form gr•ades and allgnment, wlth _� �. � ; applSc;�ble codes. availoble to the ArchStect. �, �`'� , for subsequent work. tnsCall backfill in aven 11fts nn both �ntinimum contlnuous slope af 1/9" per {o4t, , •,• r:' � �' ` E �`�` i sl�ies of foundattion walls and after supporting floors are Sn 2. Th�roughly ctsen lnslde of pipa bofore laying. . �` � ' : 8. The dat� of the standard is that in effect as �f the bid I.Ui CLEANING QI;R[NG CONSTRUCTiON plac¢ to prevent excesslvQ pressure on one side. 3. Lay pipe stralght and without unduletions. (''� '!� i , datca except when specffic date is specified. � +�� 4, Run to daylight. . � ''-*': �: ,k �;:` A. Each contractur shail kegp the bu5lciing and slte free of , , • " �. Placing Ffll and Dackfill : Oo not plate brush, sud, froten 5. Solvent wald alt fittings. �'; �� ;' �''� � 1.07 CUTTING AND PATCHING waste materials and rubbish. Each cuntractor shall daily � � materlal or other perishable or unsultable mat�ri�ls in the " , � � 1 transport s�ct� material to a deslgnated iocation on sit�. fill . Distribute matartal on the fill to avoid formation of E. Backfilling: Q Q�'.' � ' ' A. Openings in constructton which are requireil by other The General Contractor shall period9cally dispose fur lenses d4ffering substantSally from the surround material , 1. After plpe instdllaLfon has been actepted, place �' � �:', y Celfver mater5als to the fill surf�ce in a manner� to resu�lt pervious backfill material. When pldcinp backfill , , . �`� � , :� contractors shall be left b crafts involved. It is the accumul�ted waste ol'f site. ! res onslbiltt uf variuus contract�rs to su 1 in advance, ' ' �� in a well and unfforml com acted fill. 8efnre com action, tak� care not to damage, cruSh or dlsplace pSpfng. � ,. U„� ' 'r ^ P Y NP Y . Y P p proper and sufflcjently datailed lnformatSon. In event of B. Each Contractur shall leave his work clean at the completien spread fM1ll materiats ln approximately horizontal layers not 2. Wrap filter fabric over top of plpe and pervfous ` �n - �''i ` �- ,. ' failure to supply this advance information, cutting as may of his work. Clean intertor areas prior tu start of finish ; ' `, greater than 8" thtick Nith uppar surface approximatety backf111 before continuing to bacKf111 agalnst wall. � ' `� , � --� t+ be required shall be done only afler cancurre��ce of wo�k, malntain areas free of dusi, and other contaminants horizontal . FrovSde full lap of fllter fabrSc across top. - {.. ' ; ArchiCect and at ths expense of Lhe riegligeni, party. during fini5hing operations. • � � �' r , . C. Mo9sture Contr-ol: if, 4n the op#nion of. the G2otechnical . , � ; {„� .:;� i- 1 .08 ALLQ4iANCES AND ITFMS EXCLUDEO FRGM THIS COhITRACT S�CTIUN O1f00 MATERIAL AMD Et�Ulf'MEN7 �� Engineer, it 1s nut pnssible to obtairi uniform moisture ,, ; : ; '. content by adding water on the fili surface, add necessary 01415ION 3 - CGNCRETE � . ; A. The work covered by these spec3fications shall NOT include 1 .01 TRANSFORTATION AND HANDLING � - moisture to th� fill �aaterial in th�e excevation. If, ,ln the 'r �� . ' "�; ' . _ the following: - : opinlon of the GeotecMnic:al E�iglneer, tha materlal proposed DfvSsion 1 - General Reyuirements applfes to work of this dlviston. �/` F: 1 `' 1. Exterior landscaping. A. Transport products by methods to avoid dama9s. Deliver in ,T for use Sn the compacted fill fs too wet to permit ade��aate '�^�-+'; � ' , 2. P a v i n u n d a m a e d c o n d l t i o n i n m a i l u fa t t u r e r's u n o e n e d c o n t a i n e r s o r ':�I t o m a c l'1 o n, d r 9 n a n a c c e t a b l e m a n n e r r l o r t o l a c i t� S E C T I G N �3 1 0 0 C O N C F c E 1 E f U k M W O R K � � �' �� y. � P P Y p P P 9• t,-r'`` �-+;� # ;. 3. Caipet, pad and Install�tion. pack�y �nq, dry. ;, : ?lace fill and backftill materlal wtth9n +2X of uptimum" � . �. ` " �, � 4. Wallpa�er° bnd i��stallation. � moisture content. P.�Rt 1 - GENERAL ' �: � - �, 5. Bath accessurias (solSd blocl.in� IS included) . 1 .02 STORAGE AND F'ROTFCTIGN "` i • 6. Elec.trScal design and lnstallatiun. "' `� ; D. Compactinn: ldhen as acceptable, unlform molsture cantent is 1.01 RFfERENCES _ �`I �� ��,� � 2� • 1he above will be provia�u by uwner ur ,�itl be under A . Store products Sn accordance wSth manufacturer's r:,'�, nbtalned compact each layer by mechanical mathod acceptable a .,� '�:.� , `�;� separate contract tu the Qwner-. !n all cases, the Wurl: lnstruction, wlth seals and labels fntact and leglble. , . {, to the Geotectinlcal Fnglneer to the full dens�ties as A. Formwork: Comply ufth ACI 301 -, Speclflca�ion for 5tructu�a r �-.� " �t' shali be performed in a timely manner and the Gai7cral , Store sensitSve products 1n weatt�ertight enclosures; determined by ASTM 0638: Cuncrete far Bulldfngs and ACI 347 - Recommended Practica e�,`� , :. � ,�h,>,�1�': Contractor shall �ooper•ate and coordinate tl�e work as maintain within temperature and humfdlty ranges required by for Concrete Formwork. . t. � ,;' k� ',�^'° �+.; requfred. manufacturer 's instructloris. Interfor lJtillty Trenches Under Slabs on Grade 95X a� `' ,:,,t � ' ',{ ;�� Backfill Behind Retaining walls and foundation ualis 95X PART 2 -° PRODUCTS � ' '' *'�`' t, 9. The work covered by thesc� spacificatians st�ali include the B. For exteriur storage of fabricaCed products, place on Interlor Fill 95X � `� � `;; � following allqwances: supports above ground. Cover products subSect to ExCerlor Uttl�ky Trenches Under Paving 95X 2.OI FGfiI�IWQRK 1�1ATERTALS ; '� � �;; 1 . Floor and wall tile: installation only, deteriorat'ion aith impervious sheet covering; provlde ` Ext�rlor fill Under Pavin9 95X �� : . ��; � },�`. '�U 2. Tile countertups: instHllatian only. vQntllatlon to avold coridensation. ' Ttenchos Not Under Paving 95X A. Exposed Concrete: 66 Plyform � �, � : "' ; �z ` ti"' ; ' �'ti � �ver•tot Fii1 85X � . �:.�.:. ,t� }x SECTION 01300 SU6MITTALS 1.03 SUBSTITUTIONS , � - B. Nor�-exposed Concrote: . Piywaod, steel or dr�ss�d lumber. � k � G � ��„,` ��? ' ` � Tha usa of fres water (puddiing} wili not Go allawed. � `' � �. {`��" ' 1 .01 PROCE�URE A. Document each request wfth complate data substantiating �`, � `��'' 2.C2 FORMk�ORK ACCESSGRIES � '� � complidnce of proposed substitutfon with Cc,ntract �5' .' 3.05 UNDER SLAB GRAVEL (SCREENED RGCK QR StNGIE FASS) ' ' A . Subrnittal: The General Contractor� shail make submlttals to Oocuments. Submit Froduct Oata and samples as required. �' A. Forin Ti�s: A��justable in longth to perinft tlghtening of - , the Archftect. Do not make submlttals directly to the A. Install to tompmcted thickness of 4" under all ir�terinr forms and of such typQ to leavp np metal closer than 1" of m CopyrigM � Archltett 's cc,nsultants. Submittals made directly by B. Request r.anstitutes a representation that Contractor: tM slabs on grade. the surfaca r�ot holes or depresslons larger than 7�8" in ArnoldlGwathmey/Pratt subcontractors ur su liers will not be ar.ce ted. , i. Has tinvesti ated ro osed roduct and det�trm5ned that w � ' x diart�e�er. � Architecta,P.C. i . P� P � it meets or-�exceeds,pin all respacts, specified ! A 8. Paver subgrade to ba Class 5 aggregate ba5e minSmurn b" in M�, . AIIRightsReserved B. Review: Architect and his consultants will review submittal GfUt�L'Ct. F " ` �� ' depth compacted to 95S standard proctor �Sthin +1/4" . �. Clan�ps, Brackets, Braces. 4leshers� �f�dgas, Water, Etc. : - Thisdocument,andtheideas � with{n 10 days of receipt of submission for conformsty with 2. Witl provfde the same warranty for substitution as for r Contractor's optinn. �' ' anddesignsincorporated ' ' deslgn only. Quanti[ies and dimenst�ns are the specif ied product. • 3.C6 10PSOIL herein,asaninstrumentof ', responsibility of the Cnntractor. Proper filtiny, 3. Wiil coordinate instailetinn and rnake othar changes �� : C. Shoring System: Contractar's aptSo�. professionalservice,isthe const�uCtion of work, fur-nishSng of materiais and wc,rk. whict� may ba requlred for work to Ge complete in all A. SAread stockplied topsoll over all areas distu�bed by propertyofArnold/Gwathmey! ' requ9red by the ContracC Oocuments but not tindicated in respe�ts. " constructton. 2.03 MISCELLAN�OUS MATERIACS , PrattArohiteets,P.C.andis � submfttals. remain the re�ponsibil5ty of the Contractor. d. Waives clairns for any additional costs which may " nottobeused,inwholeorir� Rev12w of submittals shall not b� cons[rued as a roval of subsF uentl become a arent. 3.07 FINISN GRADIN6 A. Form Oil: Non-stalntn , Contractor''s option. Part,withoutthe written ',;. pP Q Y PP 9 � authorization of Robert L. deviations from rQquSrements of Contract Documents uni�ss ' Arnoid,EdwardM,Gwathmey deviations from Contract Oocuments have been specifically C. Substitutians will not be considered when they are tin4lceted A. Remove excess materfal from the site or spread on-sita 1n 8. Expanslon Jo1nt Ftiller: AS1N A175l, 91tum1nous fiber typo. , Jr.orHenry Pratt. . noted as such r,n submittals. or impliQd on Shop Drawinqs or Product Data su4mittats area accePtabla by Owner. ' ' � �_ without separbte wrltten request or when acceptance w1i1 C. Naterstops: Gresnstreak PYC type �123 or approved � C. Resubmittal: Ttie Gen�ral Contractor shall maY.e resubmlttals requfre substantial ravision uf Contract Docuin�nts. � ;- B, Cut and fi ) 1 all arQas es indic8ted or reQulted to permit substikution. until the concurrence of tt;e Architect �s obtalned. finSshSng to khe flntish grades lndicated. '�' D. A.rchStect will determine acceptabllity of proposed PART 3 - EXECUTiON ,, . ; 1.02 Sll8M1�TAl.S substitution and wtill r�otify Contractor of acceptanca or `' 3.08 DAMAt,ED FARTH �, Dat@ L_ �ci .G�l k, rejection ln writing. f , 3.A1� ERECTION ' - � A. 5hop Drawings: Submit sepia and three bl�aline prinls each. R ' A. Remova and replace eart,h that has been rendered unfit to �'� k �:ECTIGN 107U0 CONTfiACT CLOSEOUT + `' ` '' re<eive plantir�g due to concrete water, mortar or limp water A. Walls and footings: The use of earth as a form_ not R@VI$e(�: ; 8. Prnduct Data: SubmSt five topties each. , dumped on 1t. � aliowed. l.ap farming w4th dressQd lumber' ar .plywo9d not ; 1 .01 fINAL CIEANING ��`.�, , alioweQ. Provide layout from 4osi�nated base11t10 dnd � C. Jpb S1te Documents: Only accepted Shop Orawings or Product 3.09 FIELD QUALITr C6NTR�l b�nchma�k, and verlfy that footlnqs dr0 excavatmd to pt�par : ' �I� � '� line and dSmenslons of � '` � , Date sha11 be kept at i.he job site. The General Contractor A. C,lean interior an,i exterfor surfaces exposed to view; remove , f depth. forms shall c�nform to shap�, , shall keep a cumplete sat of such documents on file at the t.emporary labels, staSns and foretgn substances, pnlish ���. A. Excavatfon: ObEa1n tha 6eotechnfcal Engineer's appruval of the members indicated and shall be substantiat ana k ; � �� �� Sob slte. t�ansparent and ylossy surfaces. Clean equlpment and depth and extent of excavatiori f�r structures b�forQ suffSeSently ti9ht to prevent te�kage cir morCar. Properly . �' ; fixtures to a sanitary conditicn; ciean �r replace filters start9ng fflliny c,peratlor�s. brace ar tfe to malntain posltio(�, shape brld lateral ��'• ` r ' 0. Field Measurements: Required fiQld measurements are the oi mechanicbl aquipment. Clean roofs and dralna9e systems. , staDllity and provtide sufflclent st�enyth to carry " � � responstibility of the Contractor and will he made before Clean site; swaep paved areas, rake clean othor surfaces. 6. Fillfinfl; Qbtain the Ge�technlcai EngSneer's approval of constructlon operations and matertial dead loads uithout �`.' ` Shop Orawings are submitted to tha Ar�h}Cect. ' x,: fili and the method of placin� and cumpection before �ieflettfon or vibration. Uhere flntshed Goncratp to remaln' ,,,,. � ' 1.02 GFERATIGNS AND I�IAINTENANCE aATA ��� ,;; sta�ting campacted fiil or backf111. Obtain approval of the uxposed, spac� jofnts regul8rly dnd hotQ a mtnlmum both ' E. Contract Oocuments: The General Contractor shall k�:eN a , completed compacted f111 and backfill from tho Geotechnftal horizantally and vertically. Yerlfy placement of wall and I record set of contract documents at the site. A. SuGmit (2) copies of uperation snd ma5ntenance instructions EnglneQr. SufFicient tests w911 be made to assure fouting steps pr4ar ta placement of concrete. ,�, ' for equlpment and systems. Include parts �ists and local � " ' complS�nce uith these specifications. If, because of j° 1.03 SAMPLES , serv9ce a�er�cy. 4 - , unsatisf�ctory test results ft is necessary to retest after B. Construction Joints: Use construction joints at temporary �,�;��� �(, 0� �4109 x , corrQCtive work, the cost of all tests other th�n the stoppiny of concreta placement, l.eave Jofnts rough and ��u ` ���� qO� ! A. The Archltect w911 provide the General Contractur with a 1 .03 WARftANTY `?,',,. ' initiai tests shall be paid by the Cuntractor. p�pvide lonyttudinal or vertica�l keys at least l;l/2" de2p. '. 3 � list indicatiny color, texture and fin5sh. - , ''�* ` Install co+�tir-�vous watFrstop fn walls where exter9or g�ade �� ;�` �. A. Orie ear- after CO date. ' f ,� �� C^ SECTION O1d00 Ql1ALIT1' CONTROL y � • nr�,'� k` . C fi1l�mate��alstto�beeplacediw111 bemobtainedrb�r�h�ntstive ix above lnterSor floor _1i�4. ��� E�WARD 1alJ� ,, �- •' GWATHfJ'i�Y, � �'',� Geotachnicai Engineer far determinatlpn of maximum densfty C, An.chors, Inserts, Biotkouts '3nd Hui1t-jn It�amss Satur�]y �� , :� , 1.01 GENERAL M1i� � and optimum moisGur� for these matQrla1s. lJnless indlcated fasten anchor bolts, insertsN`farm bl4tkou�s �n� o1,he� itamt � �,' , (�_���„jt - � �: , oth�rwisa, tests fo� this daterminatSon wil ) be made using buiit into the concrate� to fGrmwork or hol , ('n piac_e. w3th ..: ��': "� ' , P: +., A. General Contractor shall maintain quality control over ��r�;�. �� methods conforming to �equirements of AS1'N p1557. Gopies of ' #emplat�s. Insertion lntq tpnGrote �f�er ��u�ing is ��' ry � ' lj�., ,;,�. ,r` � suppllers, manufac,turers, products, services, site � ,'r.. the results of these tests wi11 be furntshed to the allowed. For ve�t3ca� foat,tng 4owets ah� h�.h�r bo1C;. �':� `�, . � � �i*,�;. � cunditions, and workmanship to produce work of specified '," , , Contractor. ThQSS test r$sults wjll be thQ basis af cuntrol ;� �;: e �' ��,'' '` qual9ty. . ' . ,,��f for compactive effort. 3.02 FOFM COATING �' «-, `��D A"���'� (, . . _ . , � ' d.� �:r . - ' ,. ; . : . .. ' • .. � . " ' i�fi� -�..� i � � � ' ' 1.02 TESIING LA90RATORY SERVICES - - ,��,% , D. Density Tests: Tho denslty and moisture contpnt nf each ' A. Co3t the surfacQ of �'o.rm � rSor t'o eaGh �➢oprt. A�b1y,.: �; - d� '' :,; , i , � . �+��;��;, ''i layer af camPactad Pili fn place will be datermined try the codttng p�1or tu th� pt� Q 4s8'thQw.re„n �. ,��''.,;: A: Dovoloper wtill employ ar�d pay tor tes�fng labor•atory . � -'�-� �� '���i Geotechnital EngineRr lrr accor.dance with AS1M Di556 or w; � �> ' ' ' , �m'?;y; . j,`. . 1nsp9ctions and tosts. - ,;F � ��+4%ye . ;.• �� ��y,'M ,�,� D292�. Racompact any matcrial found not to cnmply wSth the 3.03 REMOYAt, " '^ �;��� �� min\�murn speciffed density unti] the required denslty is � � �� �'� l '� ' Shee# Numbet � � ; 8, Cooperate wStfi testSng laboratory to furnish access, samples•t. . 3 �.:��� � �a `� obCaln@d. � A. Remove forms tin such a ��ann r g a. 1; ��, ti , �. �k� �� � "' and kemparary facSl{ties as reyuired. Fruvide testin9 �, �rt �.:���� ��� , safety of the" structuro fQrms in g$.n4����.�l;►D�=,.�&'tpmovod .y. '- , • • laboratary suffic9ent prio-r notice for serv9ces. � : ,�,�� �, '-",. � r � from vqrt9tal surfacQS . ttqr' .h" ur�� .f.�dm.;#�:1�hit'AP p��C,in9.. :, .; ` � : t ` ' ^ ��3 �; �nd from horl�ontal sur atem�(�o , ?, f trt (�e��.r� I ` � � ,�:�.`; � '� "' � �• r ��` t . �� d4 `�'b �„'�"�9 t�, " E ' . � �`r: � �, �.;� �' .-• untass otherwSs'N spaclf �Q u� eF Z � L I' SQ'V � � I:�:.• ��`� � �> � ; , � : � ,. qy� �*,.��� � �� b}�i� . � ozzao. • _ r� h, � :a �;;,' ;*�� r�ga !i�- . . ' . - - . . ,i� '. .)-. 4. 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' .:� � , . .• ' R �`4: k p i;. . . � - ' , *H�� � �'��.� y� k.. . . F i; • . SECTiON 03200 CONCkETE RE1NfORCEhfENT B. Vert9cal ,Surfaces: Clean surfaces of loose sand. mortar, '=� � � � B. Upon r.ompletion of poSnting end cleaning, leave the work p. �rettion Tolsrances: �rect 1nd1v1dual pieceS:�SO that the ,� i debris and grout. Spray 11�htly wlth weter and coat wtith a �`-��� ;;, area and surrounding su�faces clean and free of mortar deviation from plumb, lave�i and a1lg.nmPnt sFreli not excQed 1 �* ' ' . ' ' �' ' tia PART 1 - GENERAL • clear or translucant curing compound as soon as possible '�y�� Spots, droppingx and broken masunry. to 500. '� ,� � after removiny forms. Apply curtir�g compound the same day ; 4�,� ;r � • 1.01 kEFERENCES ti,at the forms are removed. ,;:' ,��; • • SECTIpN G0490 SION� E. 8ase Ptate f,routing: See SQCtion 03600. � , , � � A. Relnforcement: Comply with ACI 30l Specificat.ions for L. Hnri�ontal Surfaces: As soen as possibla aFter finishSrig ,�``��' PART 1 - 6ENERAI SEC1[ON 05500 METAL FABRICATIONS k���� � Structural Concret� for build�r�gs, ACI 315 Det�tilSng Manual concrete surface, apply curing compounC in accordance wlth _ _ �;; �nd ACI 31i3 Builpiny Code ftequiremenCs for Reir�forcNd manufacturer 's instruction. 1 .D1 WORK 1NCLUDEA PART 1 - GENERAL Concretd. � � . � : , 3.G5 SCHEDULE OF CUNCRETE MIXES ` A. Furnlsh and fnstall : 1 .01 IOCATIGN OF WOkK < �. PAR1'� 2 - PROOUCTS 1. Stone venesr at f9replace. � `` : � ' 2. Cut stone rnantle and hearth at fSre lace. A. As shown on the Urawin sand as re ufred b 5tructural ' z:'� A. Interior Floor Slabs on 6rad�: P 9 G Y 2.01 MATER1Al.S 1 . Strength: 4,040 psi . 9 : 3. Fxterlor• stune veneer. En ineer. ,� � 7. Cement: Type 1'. ` 4. Steel angle and ancr�ors as needed for ledger and , A. Reinforcing 8ars: ASTM A615, Grade 60 except as ntf�erwlse 3. Aggregate: 3/4" maximum slza (use 1I2" maxlmum size • lintels. 1 .�12 QUALITY A5SURANLE Y ` ��; indicated, sizes as indicated. for topping). , 5. Cut stnne pllaster caps anJ stnna wainscote caps. '.� f` 1;•'� + �'" 4. Entra9ned Air: 3X maxSmum. � `" 6. As no te d u n t h e Drew i n g s. A. M fe l d e r s; A w S c e r t i P l�d. fi ' ,t�� xn ' i-. B. Stirrups and ties: A5TM A615, Grade 4G. 5. Slump: 4" max9mum. ,r ;: ' � Y � ' " � �� �� �t�' � 6. Wa ter Re c�uc 1ng Aflen t: ReQu tre d. Pro tex� Mas tar ;, 1.0 2 A. S a m p l e: S u b m i t s a m p l e s o f c u t s t o n e a n d s t o r i e v e n e e r f o r i.03 R E F E t 2 E N C E S .', � , �4f •�4rt, + „� .,� .; C. Welded Uire Fabr{c: ASTid A185, sites as indicated. Buildprs or accepted subst�tute. ;� • approval by Archltect. � , 'r: �, � �; " - �._ B. Sample Par+eT: Cunstruct 3' x 4' walt panal nf sto�ie veneer A. Metal fabr9cation Work: Comply with AISC Specificatlon fpr � ,;, ; , , _h �3;� ������'^';�. , D. Anchor Bolts: ASTM A307 B. Footings and �lalls: „ `� in location as dlrected br Archit�ct. App�oved sa�nple wail t�e Design� fabricatiun and Erettion of S�ructurai SteQl for . � ^,;, �' � t ���� �t,�yr��k' �}{`� ti,� 1 . StrPn th: 3,000 ps1 . shall bo standard fur rcmainder of work. Bu�tdrnys. r !},�„ •; � "�a �`3 ! Y'•+t' PART 3 - EXECUTION 2. Ce�r�ent: Type 1 , , � � � �, k ��` �' J�' ;�� �` �`:, 3. Aggregate: 3/4" maxlmum s{ze. . 9. Exposad Metal FabrScatSon Work: Comply with 5ectinn 10 , �_ ' � ,q �� � '�` ;�� „ 3.01 PLACEI�IENT 4. Enlrair�ed Air: 6X + 1-li2X. PART 2 - FRGDUCTS Architetturalty Fxposed Strutturai Steel of AISC Coda of F � ' ;,., ,�.�, F�'� r�,. 5. Slump: 4: maximurn. Standard PracCica. � �' 't� t.. � ^'�`��,. } � � ;: A. Plaeing: Pl�ce reinforcement actur �Cely arid ti�ld f irmly Sn �, ,' 2.01 STOfJE � ` '� �j��� �, �,�.�� ,r, place before and durSng deposlting of conrrete. Pruvide �ECTIGN 03600 GROUT C. Welding: Comply wlth A�i5 Structural Waiding Code �'"Steel ` ': r4►e��k, ���� �� r�J • minimum cuncrete protective cover for �01f1�0�'C�ineO� from thr . A. Stone Veneer: Reinbuw mSX wlth maximum of 10Y red ar�d �1.1. - E "�--� �--»?. r �? a,�:, exterinr face of inembers in accordance w9th ACI 318. Dowels PART 1 - GENfRAI m1nlm�,m 60I grey, 4" to fi" nom9nal s1ze. Gr�dation to match �� '� f���,�,;; shall pro'ect 36 diameters unless otherwise shown. Wire ,s , , app�oved sample pansl . 1 .04 SUBMTTTALS �> � n' �^���*�Y��' ��'�s bent dowe�s 1n plar.e before pouring. 1 .01 WOnK 1NClUUEO ; 1_..�, . �'�w��,�h;� ; B. Sto�a Mar�tel and t{earth: Coloradu Buff sandstone to match A. 5hap Draw9ngs: Submit l�a accordance with Sectlon 01300. � �; �y�� � r . �4 1'r���} 1'� B. Splicing: Do not splice at points uf maximum stress vr A. Curnlsh and install : �' ` : same !n RBSnbow idix abov�t. Th�cknesfes as lndicated o� tlie '; � a � ';�,� n zwr� ; spllce adjacent bars at the same point. I.ap conttnue bars 1 . Grout under steel beariny plates. , , � O�awings. FARi 2 - FRODUCiS �° { ..;�, ;,�'� ��z �&4y:'t 4 ','+,+ 36 diameters where splSced but not less than 12" . 5tagger ° ' � � ` t�� ;..�"' lap splices of horizontal bars in concretc� walls. PART 2 - FRODUCTS � C. Steel L►ntol: See Section 05500 Paragraph 2.01. 2.U1 MAlERIAI.S ,„ � Q�, �1; f�°r&�,,��,` , � , ;: � . . : � ; t 3 �"� ��''e'. 3.02 WELDEO WIRE FA4R1C 2,01 MATERIALS � : 2.02 MORTAR AND ACCESSORIES A. Steel Shapes, 8ars and Piates: AS1M A36. x (,�., r�4�� ' � - j � � ! A. l_a mesh continuuusl with full mesh lus 2" la s, tie and A. Ac�:e table Pruducts: : A. Mortar: 5ection 04100 Mortar 6. Steal Pi�e and Tubingc ASTM A53, A501, or A506. mtnlmum t M � A _ place overatl pipingyand conduit. lift to �Et�r.pt- or slab l . t���ster 8uilders MasterftoN 113 �Y wall thickness 11 gauge. 5ea drax�ngs for pipe railin9 ; "� ��', :. 8. Uall T�fS and Accessories: Section 0415Q Masonr sizes. � ' �i�.V ��, �Si'' duriny po�riny. 2, U.S. Grout Corp, Five Star Grout ` ' �, y t 'r 4 � 3. L � Id Chemfcals trystex � '�r Attessories. � ��,. �$;'- � ` SECTION 03300 CAST-IN-PLACE CONCFETE 4. �urke Non-Metalllc Spec �: C. Materials: Ne++ stock of typQS and sizes indlcated. � 5. Appruved 5ubstltute r, , y ,:� PARi 3 EXECUifGN � ` � ��' , �. r PART 1 - GENERAI , D. Ornamental iron for railings. Patnt and fSnish as dSrected '` � " � � - 3.01 PRCPARATIGN b ArchStect. � �_ °.z� 1.01 REfERENCES FART 3 - EXECUTION " n Y , �R' " x,� ' 3.01 INSTAILATION ' � A. Clear�ing: Remove d1rt, Ice, lause rust and scale from F . PatinC; Red metal pr�mer or Rust-01eum 1069 reA pr•imer. ' � � ; ��y: {�' A. Con�rQte '�Jork; Comply with ACI 301 �pecSficatic�ns for � ' ' walls, tiQS prior to instaliation. Ffeld appiy asphaltic base paint on aii below qrade masanry ' ; . � � :i � , Structural Concrete f'or Buildings and AC[ 318 BuildSng Code . A. Com platel y fill with grout under stesl bearin g plates and as suppor•ting led�er panols. See Divisipn 9 fcr finlsh 4 ' ' � { ;: � `, Requirements for Retinforced Concrete, indlcated. - � ' d. Coopera t Son: C.hei k re la tions h ip o f masonry to wor k under pa lnt ing. � \� � �h� �,a sectlons, cooperate with nthers and proc�ed as desirable for � � L� �. t 1.�2 SU6MITTALS . +� � general pfoyress an�] best intarest of' pro�ect. � ^ . , � ,�� � • � � � A. Not necessary. QIVISION 4 - MASONRY C. Review site plan arid includa ali equlpment necessary to DIYISIGN 6 - �lOOD ANQ PLAS�ICS � � • � � --'- - stock matertats to var9uus work areas, ? �� ,, , ,�� � ;by�, 1.03 DELIVERY, STGRAGE AND HANDLING ' Uivlsion 1 - General Requirements applies to work of thls dlvisfon. '' Divlsian 1 - Generai Requlremertts applfes to wofk of this dlvislon. `- f r '�-`` _ , �;;; � 3.02 INSTALlATION pF STGNt VENEER ; � � ;,� . SECTION Q6100 ROUGH CARPENTRY ` � ` ' '� � A. HaulSng 1ime: 01s�harge concretE transmitted ir� a mixer ' Sf_CTION 04200 UNIT MASONRI' ' ,' �, �,, within 1-1/2 haurs after the mixing water k�as beEn aaded or A. General: 41a11 textw e shall match tt�e approved sampl� � �' , .� � as approved by eng9neer. PART 1 - GENERAL ' ' , � panei . Joints shall bQ full bedd�d and back pr�uted in PART 1 - GENEfiAL �: �' � .� � _{' ` ;z= drystacked 4nsCallation. Caps shall be slop�d a minimum of ? ' -� "; �. 1 .04 JOB CONDITIONS i .01 WORK INCLIIDED t 112" per fout to provida posltive drainage, bnd terminate 1 .U1 RfFERENLF.S . ` '{`� 4 '� F' under stuc�o ground. ': �, `""" """ � ��"�} " � : A. Wood Frsming: Cun�ply wtth requirements of Uniform 9u11dShg ; . " SA -�jtE�k � A. Envlronmental Re ufrem�nts: A. furnSsh and install: �`� , 6, W9res: Cut aFf an wires beneath the surface that arc� used Code, 198$ editton a�d `Nationdt Des1 n S `"' . ' " ' " 1. Cold Weather Flacemer�t: 4lhen d�pos9tiny co�icrete 1 . Block and stc;ne sett9ng mnrtar and grout. Y g peciflcatSons ft�r ; t�;a' ;� ' after the First frost or when thF mean daily 2. Concrete masonry units. . „ for typ ir�g tha store in place duriny mortaring. Exerclse Wood Construction", 1y8.2 Qdltlon, as publishad by Natlona�l ; , : E : � �` ' ���' ��� Fj 1;emperatures are below 40 deyree� Fahrer�he9t, fullow 3. Placement and provision of anchor bolts. care thdt s�ch ends are prGperly covered to prevent forest Prudutts AssoClatSon. � a;; '' i ���°. recommendaCions of AC! 30b. occurrence of rust. �' ' '""'�r ��'�'�'" 1 .U2 PRFF'ARATION ' �t` B. Lumt�er: Comply wtith Standard Grad9ng Rules for WQSte�n ; ° � . � 1'� "': � ,: � .��. B. Protection: Protcct newly finish�d slabs frurn rain damaye. t C. Butilt-In Iterns: Lumber publlshed by NestQrn Wood Prnducts AssociatSon. Each , i � `": ' A. Review site plan end lnclude all equiprr+ent necessary to * ° 1. Cooperate to build-ir� ltems of others lnto masor:ry as piace �f' lumber shall bQ grade stampad. �� , 4� � ��s»' �= PART 2 - ,PRODUCTS stock materlals to various work areas. wurk progresses. . w � ; � t"�`��� � ' 1, Lintels: Install for openings over 16° 4n ui�th. C. Plywood: Cumply w9th U.S. Product StandArd PS 1-74 Por , � ( � ] �' � 2.01 CONCREIE MATERIAL� FART 2 - PRODUCTS Instaii beds �f mortar end do necessary pointing. Softwaod Plywood/Cortstructtun artd Industr4a2. Each pttnBl � f, � � ;:,N ,�"'�,��t; I ' - shall be Sdentified with the qrade trademark of the AmQrican � � ,' h ,; A. General: ASTM C94 ready-mixed concrete. On--jot, mixed 2.01 MAS�NRY UNI7S ,�h D. Startiny and SCopping; Where fresh masonry joins masonry Plywaod Association (APA). r " � ' � �,'; concrete not allnwed. ,: � that is partiaily or totaily sr�t. ciaan the expnsed Surfaces ' �'• '," ; � ''�ti ,. - '' � of the set masonry and wQt ils�htly to nbtain bc3st possil,le 0. Qrier�tad 4taferboard: Cumply with ANSI A208 1--19. t� ���'� '�' A. Lightweiyht Block: ASTM C90, Grade N, sites as requlred, ; . �^ �, ���t 8. Cement: ASTM C150, Type 1 . minimum net compressive strenyih 1350 psi . , "; bond ++1th n¢w work. R�move loose me5onry and mcrtar. , , �„�,� . ,; uY �, i;., PART 'L - F'ROaUCTS ' f' , �� `� � C. A99regatie: AS7M C33. , 2.U2 AC.CFSSORIES '°`. E. Acce3so�(es: Instal ] watl t�es and other accessor� 9es }n � :`tF ��,� �'� � ' actord3nc�e wlth 5ec.tlon 04150. Lncate ti¢s I6" u.c . ?..01 ftOUGN HAROWARE . ' ' � `� i` �' ,�-;�'> '�'" ; Q. Air Entraining Agent: ASTM f,260. A. Norizontal Re{nforcement: Dur-O-Wai , AA W1re or approved v�rtically on each wail stud. # � '� + , ; ,�'r�G�- substitute, welded truss design, full NfGth of walls. Use A. Provide necassary bolts, screHS, na11s� CJ1ps, plates. ' • �'"� �"°��� '��{a.�5,. a 3.03 FOINTING AND ClEAN1NG stra s han e :,r. ; °u • " � � `� x E. AQmSxture: ASTM C0.4, prefebricated corners and tees, p , g rs, ett. , necassary for the tomplaCSon of rough , �� ; ' cerper�try. Use correct materldl of proper size and st�en9 th *' ` � � �'��:`"^'���' . . w ° *.,+ $rv,�i E_�,. 2.02 MISCEILANE0i1S MATE.RfALS 8. Stone Veneer Ties: 22 au e alvanized corru, ated ties. `� � ' p A. Point1ng: Cut put defective jaints and holos in exposed for i.ha purpose 1ntended. Conform to the requlrements of ;j ,'; ,�„� r ,;� � e` � � 9 g 9 "� rnasonry and repatint with mortar. Dry brush masanry surfaca thls spacification, tha notes on the O�awings and appiitat�lq „-., �,�f w �<�bR' A . Curing Cumpour�d - Vertical Surfaces: ASTM C"sG9. C. Reinforcing Steel : ASTM A615, Grade 40. ' aftQr mortar has set at �nd of each day's work and a{tar l�ulldiny c�des. ` }: K � ,�,, �,. , , " , final potnting. " � ��' �.':{ y 't"�', ' r"• ' ' 8. Cur9ng Compound - N�rizontal `urFaces: Sorir��Uorn 2.03 MORTAR MAtFR1ALS � 2.02 �RAMING l.UMBER x ,``�, {� � ,�� < Kure-N-�eal , L 3 M tlress and Seal . 8urke Sparton-Cote or r ' 0. Cleaning: Upon rompletiun of pointiny and cleaning leave , } '°: _ t µ`�' �" }�,?�,�' �tx?;k�°, f approved substitute. A. Portlarid Cement; AS1M L150 � � �" �° the work area an� surroundSng surfaces clean and f�ee of R. Studs, .l�ists and.Neaders: As indjcated on St`ructur�l ; s� *,zy �t,�4�.;���; � � -^ mortar spots� droppings, and brokeri masonry. C.lean sxpas�d Crewings. �: '�� , �,��y '�,� �Q. t 2.03 MIX DESIGN B. Hydrated L1me: ASTM C201 , stona wiLh stiff br•Sstla brush an0 water. CommercSai �s��q��'�;;��f� �'"}'� ��_,. cleaners and diluted acids sh,jll not he used. B. B10cking and Furring: Douglas Fir or NSin°Fir Standa�d Grade M�. � '¢ � a"` � � �� �' � A . Design: Proportiun i�7gredients for mixes in atcorAance with C. Aggregale for• Mortar: ASiM C144 or $etter. > `,�ti ° ``��;` �,. ; ACI 301, �tction 3.8.2, Mathcd 1 nr ?. , or Saction 3.8.3 - „. � ' � * * �'�„dw' , �,- ,�Yt"�L�°'�i I D. Water: C,laari and freo frarn deletti°ious amounts of aclds, • C. Plates: Dougl3s fSr 5tandard Grade or batter. Si11 pletes - i t �-�k , � ?��_��`�:' �;_ 8. Afr FntraS�ment: Hil concrete work that wfil he exNosed alkalies or organic matcrials . ,' DIVISION 5 - ME1ALS shail be prassure #re3ted Duuglas Fir or Redwpod. � � to frost actlon in it.s final form shall ���nlain .�n air ' { antraininy ager�t. Other concrete work may also t�ave an air E. Antlfreeze C�mpounds: Not permittzd, . General ReQufrements: G¢neral Cnnditlor�s, Supplemei�tary CundSt�ons and 2.03 MICRO-LAM BEAMS entra9ning ayent at the option of the fontractur , k Dlvision 6eneral ReQuirements apply to wc�rk of th9s Dtivisfen. � m Copyrigh�t ' F . Uther Admixtures: Only with permission of Architect. A. 8sams: Trus Joist or approved substttute laminated oF' ; Arnold/GwathmeyiPrai! C. Acimixt�res: No admixtures wili Ge alloweJ exiept es SfCTION 05120 STRUCTURAL STEEL aouplas fSr. � �.'' Architects,P.C. ` spectified Ot d(?�ifOVBd by En�ineer. C�icium chlor•ide shall 2.04 Id1X[5 � AIIRiqhtsfleserved not be added to concrNte. _ FART 1 - GFNE�AL 2.04 Sl�EATNING A . Dlo�k Settiny 1�lartar: type S containiny Portland cem�nt, Thisdocument,andth6ideag D, SCren ths: �,000 si unless otherwise ir'idicated or h dratied lime and a re ate. The use of accelerators or , i.A1 QUAIITY ASSUfiANCE A. Floor Oecklrig: 3/4" I & 6 PlywooA, expesure (interlor wtith and designsincorporated � u Y 9 9 9 herein,as an instrumQnt of sche�iuled. a 000 Si for all sla�s. antifreezes not ermitted. • ' extorlor glue). � �'� P professional serviGe,is the '+ , , A. Welders: A�lS QualSfied. �� proparty of Arnold/Gwathmeyi . � - 9. Wall Sheathln . !/2 Loufsiana Paclflc 4iafe�board. 2.04 MIXING 6. Stur�e �'�crtar : Or�ly non staininy mortar shall Ge used far 9 PrattArchitecb,P.C.andis ,tore wcrk. Mortar shall constst of non-staining Portlarid 1.02 REFERENCES nottobeused,inwho�eorin - A. Comply with ACI 304, ceme��t a;id aggreg ate. Prupnrtior�s of mortar mix 5hall be , C.. Roof Deckiny: 5/$u T b G Plywood, exterl0� grade. paR,withouttH6written � ,. , aGproved by the ArcFiitect tefore beginning work. A limlted -A-: Structural St¢el Work; tomply wikh AISC SpecifScatfon for 3uthorizatipnofRobertL,. ' fART 3 - EXECUTION proportiun of masonry cement may be used upon approval of ` _ the Daslr�n Fabrlcatiun and Er�ction of Structural Steel for D. Floor QQtking &lue: AfA recommended. Arnold,Edward M.Gwathmey, , Archftect. The use of acceler�tors or antifreeze 1n �r+ortars ' ;; ° 3uiidings. Jr.orHenryPratt. 3.01 PREPARATIUN is pr-ohiblted. ~� 2.05 I�IETAL FRAMING ANCNGRS , �. ;�f B. Gfelding: Comply with ANS 5tructural ueldiny code - 5teei � , A, Do not begin concrete work untit opzrat.ions are complele C. Grout: 300 psi . 01. 1 . A. Atceptable Manufatturers: ; er�ough to allow placein�nt Lo be carr•ied un as a �:�ntir;uous . l. Slmpsan Campany. . ! i uFeration. Clean forms of debris and ire. Wet (except in r�AFT 3 - EkfCI.1TI0N 1.03 5UGMITiALS Z. ApprovQd substftute. ! freezing weather) and c:oat forms as specif5ed Su 5ectiun , . '. �a�Q �y� �.•�, 03100. if water accumulates in the forms, pump it out 3.01 INSTALi.ATiGN A. Shop Orawings: Submlt 1n accordance wtith Sactiun O130U. 8. Tyj�es dnd S1zes: AS indlcated nnd r'equlred. ^. , ; before concrete is depositied. Clearly mark f�ni<_h top �; s � n } surface of vertical men�tiers of Che form walls. A. Cereral : Unless otherwSse indiceted, iay block in runntng 1 .04 OELIVERY, STGRA6E, ANO HANDt-ING C. AccQSSOrfos: ProvlQe nalls dtld bolts as rQCOmmended by �*.� '' i f1eV�$e�: 4J' ' buucl. manufackurer. ��� r s. t , 3.0? P�ACEMENT 1 . Where cutting of units is necessary, make cuts with a A. Materials to be installad t�y Others: DelSver an�tluruye t �!y,ui (2 I � motor-driven masonry sbw. ; dQVices whfth are embedded ln cast-li,-place cuncrete ar F'ART 3 - Ef(ECUTION ��.r; ` �� ' A. Piacement: Comply w'ith AC1 304. Frovi�ie pumping eyuipmenC z. aoti�,ts shall be plumb or level . Tool exposed block �»� masonry cunstructiun to ih� praJect site In tin�e to be }, � ,• C� 1nstallad beforo the start of cast- ii�- i,�ce concreto or 3.01 GENERAL r °''' - '-� as necessary tu f'acilitate timeiy placemer�i. joints. Rak«� or• strike flush Soints in con�ealed P , " block units as tndicated. masonry work: Provido sattir�g drawings, temp1ates, and '°��_ � '�` " 6. Cumpactjon: Compact cc�ncrete durin�� �nd immedlately after 3. Adjust masonry dlmensi�,ns and install starter units as , directSnns f�t' lnstallation of anchur bolts and other A. Cooparate wyth other tradQS. Provido wood grpunds, . �'t � AeposiLing �very 2' of height of pour Gy means of rr�echenical required to elSminate sma11 cuts and to maintaln bond. ' - devices. biack9ng� backing and framipg rQyulresi, tor .niher tr�dns. ��� .�`'; � ; . vibrators and rodding. Presence of n�reycomb will be � Cut and patch rough carpentry as requi 'red. '+� ,�; � , . suffScient cause for rejectiun of cun�rete, B. Bu91t- in Mcmbers: Sleeves or proper size shall be �rovided ": PAR1 2. - PRCQUCTS • ` k ���, � � ° by otl�ers to permit p�ssege �F pipes throuyh walls . 3.02 IMSTAI.LATION ? } �,F . i C. Fin9shing: Where tops of pourad w�lls form a f�nisi�ed Bu11t- in wall sleeves, anchors, plates, llntels and other ' 7..01 t�(ATE.RIALS �r� tr �. ! surfac�, immed5ately finSsh in tl-�e f�� rn. Ar�y such walls or steel membrrs piovfded by athers. Properly set such A . Generel: I�stall framing sh�Edth,ing d�td mett�l framin9 t '� �, surfaces not fini.hed t.n a level may be urdered removed and built- in members as wails progress and und¢r the directtion p 9 �,���� ' - A. Steai Sha es, Bar's and r lates: ASTDf A36 anchurs !n aCCOrd�nCe w{th the. UnSiorrn Bulldln C4de. '� Y .�_.;_� '"'y�, re laced. �f � H. Framfr�g: . . - p party providing san�e. .�Y" t ;' K ; B. Sea�nless 5tea1 Pipa: ASTM A503 r�` ,�� �� ��C�� D. S1aAs Formed on 6r3de: Where sl�l,� are deposited on earth, C. Precast Concrate Sills: Set and group level after T +. 1. Perform framing in subs�ahtial manner cqt�s�stent wStl� . ����.,�_! ,�"� �, .�O care shall be taken to obta5n a smouther, level surface so cqmpleCion oP stor,e work. At butt �olnts. add color to � C. Standard Bolts and Nuts: AS1M A30T actepted standards of �he tatpentry, trade. Erott • ` " ' Lhat slabs wSll bQ of a uniform thickness. mortar to match sill . � " ' frsming piumb, leval dnd' true, and f�gldly dnthor 1n �'n, " � � � � a , ,� �� 0. Pa in t: Re d Qx i de p lace. - ° F ' ' EDWARD N�. � 3.Q3 ft_A7wORK � 3.02 ACCE5SORIES 1N�TALLATION - 2. Locate ali lnterfor. studs: l6� o�c'� and ,�}l exterlqr � � � � ��Np��f�EY, ��• .� E' ' F A R T 3 - E X E C U T I U N s tu ds 1 6° o.c, un less in d.tca te d. o the�w 3se.: . Prov f d�' ` "+�?. ' r r A. Screeds: Establish flnish piace of hurizontal surfacas by A. H�rizontal Reinforcement: Install continuous�y 16" o.c. � � �? . double skuds bpth sidesS' .o_�' openit�y�s dnd at a�1d pf. � � ,��`; ' _`�3 Q 1 , ,� � scr�eds, al9gned and sec:urely set, �pated not uver 8' aparC vertically. Lap 6" . Install additfonal piece abovo and S ` :• 3.0 1 E R�c r i o N wa�is. �` � , 1' ',` ; and installed at the proper leve) ur slope, prior to the balew openinys extendSng mtnlmum 2' beycnd open5ng. � , 3. Locat� roof joists aS Sndl�eted, Provlde con.�ics�aus , C/' : ��J�''� ` depositinq of concrete. r•' A. General: Erect structural steel fn accordance wSth AISC head�rs o� solid blotklng (a9 indlc�t�z�) et ,�'ntnL , ;� ! 8. Reinforcting Steel: Install in block as indicated on the 5peciflcation. bearings. !'rovlde br1d91nq as lhdite�Ad �' ' � �,� . B. Tolerances: Floor slabs shall be level , within the maxfmum Grawing. 4. Rep�dte warped lumber. 1nFv � '-�'� +� -'� ' � tolerance of I/8" in 10' except wt�er�r drains occur . Slope � ', 6. Tempa�ary Bracing: Provlde temporary bracing As n2cessary insta�ilatiqn n 5 Sw' �1te. . 4 ` r ��'", , far dead toad Nind an�! ereckion strea�ns. 5. Anthar i s ' 3n atr ��` � to the drains as indicated. 3.03 POIWT AND CLEANING , p atg� ,at b �r1n �1 ' ; otherNise 1n� ,'tat , L � e ,, r y• %� �i � � , , C. 9ear i� Plates: Ali n lndtvidual b�arin 1 ' � 3.O d C I I R I N G P R O T E f,1 I 0 N A. C u t o u t d e f e c t i v e j o i n t s a n d h a l e s i n e x p o s e d m a s o n r y a n 4 . � 9 g g p etes for beams' w i t h 5/8" x 1 �" tii 1 4 �. � $'� .,�`]� y , '� �, ; ^ � rejolnt with murtar. Ory brush masonry surface after mortar and sSmilar structural members with �tee1 wed9es or shirns. �irectSon fF1 t. n b ,��'�� '� � � �._. Sheet Numb�r� A. Generat : Protect exposed surfaces of con�rete from has s�t at er�d of each day's work and after flnal pointing, r' ' ' '�-F�� ak.�: ; - premature drying and frost. Prot�ct freshly placed concreCe Clean exposed masonry and pretast wlth sfils stiff brush and � /!�, 1� , �; L� � , against wash by rain and rapid dryiny. . c.laan water. No acid alldwed. ��� ,�, � �" � �:�x�.�:�"�` h '� ' ,- �, �� ��' 4�� t a'���� r:A i � ' * �, � w . ��' 4 ¢, � • ��+�34ks � t, j t, c ` � �i �_; t. Tl�. � ' . . 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' ._ .. . . -�r'' . - ---�-- --- .__. . _ - _ __ _ _ _ ____- - --- _ ____ _- --- - --_ _ -.--,...� _..--- - -- _ _ __ _ _ _. - -- . ...._.___, --- r �.. � �.»_i� , . ..- . � ��' � .. , � � . . . . . �� X- . . . - � ' � ! .j�`�t��"f . . - - . � , . . , . . . .. �� . . , . - � � - . � < 4 +ry.Y}'r _ , . . . . . . ' . . . . , . . � '4 . t 'r �: .ti ;� � �� i_ ► , ��' "��"�e�� . . . - � : ;�. ; - b$�.,�5� h�� _ . ' . ' . �) . . ' ' . , � w r^t� . , . . P ` �i1�� y� �'�� . 4.. ' , . , � 'F�*, . ��. f� i� �` �W', . . .. . . " 1 i�i�l . . . . . }`dy 3 '�2 7 � '� . . . . - ' . - . 1��Sb� a c � � � ' I � . ¢: ��. � . , - . . . .. w� ��'A��S � ' ` �5 �1p 9 '�; � . - . � '. i �s.' ii�1 �,� . � • i' . . � '�'�b,ri; y� � � . . . ' ' .� . J`-t',. � � -. i � ' � � � y � y� � �-� � . -� . - ., s, �r°k�. �' E-i`Y� ' i' 4 , � '' . R"�t,� �y_ . . . . , ' . , , �1�„r ., . , i �'a .�4 ' .; . - 4 r� .i 1 C. Sheathing: Install she3thing panels wiCh face c�rain across 2.02 EXTERIOR 1�1ATERIAL5 �`'`k+ �£� ` . �y . SECTION 06600 I'IASTICS B. 8lanket Insulation: f5 HM-1�521F, Type �, ur+fe.tad .f�bor : ;A' ;�''�Y � ; _ glass batts or blankets. Prdvlde tharmal resls��ncas�as r�."� , ��� �•�� �'�° � su orts. Glue ail T b� G floor sheath9n� at all uints ar+d v^ � "' • � P� � � A. . Wood Fascla and Trim. STK (Select Tjght Knat} re-sswn ��; ° 1` ` rART 1 - fENERAt. � inditated �nd as foilows: � � �Fr-"' �� � supports. Inspect for squeaks. , � western reJ �edar as fndicated. No knots allowQd in b�ttom ,� �, ;; 1. U311�: R'19 � �Yx ! ' � D. Metal i'ramin c� Anchors: Securel y fasten tn place in edyes. _ '�. 1.U1 OESCRIPTION OF WOftK: 2. Roof: Fi-30 (minimum) ; � ''_ � � accordance with manufacturer's �ecommand.�tions. �� ':' �^: 3. M t a 1 T s a t o u n d B a t h. T o i l a t s, B e d r o o m s, 1�a s h e r i D r y e r ` ,�' ? ' � B, Exterior wood sldiny anC soffits,Lo be ix6 nom T 6 6, F'� f' A. Kitchen caunter•tops end backsplashes. Closets and In Plumbing Kd11s: R-11 edch s1de: �y �. ; � SECTION 06181 GLUf_U-IAMINATf_D STRUCTURAL UNITS - U-6roove, selact t9c�ht, knot (STK), re-sawn w�stern reQ csdar " ���' � • ��� �'r ; . � - sidfng. Locatians per.• the Drawings. '� � '�� � , 1.02 GUALIIY ASSURANCE: C. Vapor 9arr9er: - - ' �;,- PAR1 1 - GENERAL 1 , Oellver, and storA at as early a d�te as posslblo 1n <:� "� L 11a11s and Roof: 4 mil palyet}�ylonQ Detweeir dryNa�1 �� ` r,,��� , ; ' a�der to reduce inu isture con ten t as muc h as poss i b le. � `�; A. Ins ta 1 iqr, s ha l i have no t less t har� 3 years success fu l a n d i n s u l a k i o n. ,���� ; 1.01 GUALITY ASSURANtE Material shall be kiln dried and delivered u5th moisture , •' -;� experipnca 1n lnskallation. �f plastic count¢rtops sfmllar to 2. Use f'SK fbil at unfSnished base�nents, : c�ntvr�t not tu excee�i 8Z, 6X 1s prQferred. k � requlr�rrients for thls prc�,�ect. . A. Manufacturer: MemGer of Amer9c.an Institute uf Timber s:' : SECTION Q1212 CEDAR SHAKE ROOFING • �' � ° Construction (AITC) and fives years experience iri C. 15 puund feit bufidlng paper , Bullding paper instaliation �� ! �A' 1,03 P�QOUCT HANDLING: , • '; ; �� `` ` fa�rication glued-lamiriated structural units. to meet Eagle County 8uilding Department requirements. � ;. '. PART 2 - PROOUCTS � ,�� A. Dellvar, identify, �and store piastic materiais and , Y� r '� � �t�} ''�h � � �°'���� B. Qual�ty Mark: tdembers shall be marY.c�d w9th AITC quality 2.03 CLOSET SNELF AND ROD ,� } � fabricatSons. Protect frum damage untii instelled. Frutect 2.01 MAIFRIAIS 'w' ' � �, ; " { #'. mark indicatiny conformanc.e of ANSI 190.1 . i . from damag$ subseyuent to 1nsta1Tatior� until acceptancQ by ; � A . Melamtine sur�fated particle board shelf with Red Oak nosings , � ' , A . 30# falt lnterlacing. Y '�s.p � v � ' tho OwnQr. " �� � � Y�' ' 1 .02 REfERENCES and rod, both supported by metal wal i brackats located 4'0" �r� . , �'' " i f� � ` �# ' max. o.c. g �ART 2 - FIATERIAlS � 'Jk N` � �4�� �� 0. {�UUt1 shakes. •; � y j � � r,,,��C a�� at� `; A. Design and i�tanuf3�turing: AiTC 117-82 Uesiyn and ' 1. #� Medium shakas - 24". ` ' ` +� `��"�"���`� °� �2 ,��`�;p' Manufacturiny, Standard Specifitations fur Structural FART 3 - FXECUTIUN 2.01 PRODJLTS 2. H{p and rldg@ pletas. . � . �„ f' #''�� ;.��` ,, a `"��`;��x, " Glue-LaminatecS TSml�er of Suftwood Species. 3. Appropri�te starter shdkQS. ; < <�Y � ` � �"' K'r ��� 3.01 IN1EklOR INSTAI.i.ATION ;, ` r � n ": " " b. ' '+` �' A. fluPont Cor�an 1/2 t,hlckrtess with 1 1/2 frnnt edgo. y � � ",�'�` ° 7 '`�Y� � � }�` �� u� : ,,q ,, _ ry �'� 1.03 SUBMITTALS ',' � N,� , Tap edgo treatmant tq tre 3/8" bu.l lriose. 9atksplashes ta be PART 3 - ExECUTION , , ;fY � �y. w„�..,� �� ;��?;�: A . Ouality Grade: AWI Custom. - � � 4" hSc�h. Cnto� t�.-�a+� "Sierra 5ai�dstone' untess �llrQCted . � ?�� "`; A. Shop Drawinys: Submit in accurdanc� with Section 01300. � � 3.01 1NSTAl1.ATI0N tOkfl8fM�5! br ,thsr"O�rner. x ��� 4 � 4 � ��v�'" nr� ' B. Intertor Finish: `5 ��. ' . � � �� f. ' 1.04 GELIVERY, STURAGE AN� NANDLING 1 . wher•aver pusslble, each� lenyth of flnfsh shall be in . FAR7 � - EXECUTIGN A. Instalt shakes wikh foit interlactng and with 10" exposure. YY �� i ^�': ,r 'fi'���}�,' sfnyle piece. Mlter Sotnts at corners. , �+ `� Note shakas to Snstal] over told ropf typq f�a�tipg as shAwn ' �I ° 6�- }�ft����; , �, � - on tha Graw3ngs. Adjust fasEener slres as. reQul�ed. ` ' � '�'� �`�` A. Members Protection: ?rovide protection for menibFrs dur-ing 2. Install 9nttriar finish level , plumb and t�ue and ; � � , 3.01 1NSTALlATION: �,;,�,��- � ���� �: � . rti htly sv_cure tu braciriy with nails, screws, glue, " '� . " � ��,,.e � ,,, ,. , � ,� transit. Members .,hall �ic� bundle wrapped. 9 � ' = etc. Blfnd nail wherevRr possible. Where sur£ace ' � ' � A. General: Ver3fy ail measurements and caardinate wltiz B. Cornply with U8C Table 32-8-2. � �z ,� `;� �,.-� �� 8. Use non--marr•ing slinys for haridlinys. Keep wrappinys intact nailiny Ss necessary, use finish ne11s carefully set �;j'� � � casework Qesign as rQquired. Fabritat�s and Snsta.11 i 4 A �' � �'�' until installation. with nail {�unch ur use pneumaxic fastening dovice. � A'Y" materldis in accordanc¢ wlth manufacturar's pr9r�ted C. Reference: Gne yaar written warrant�r commenc4ng date o�' C0. `�> ��;� � '�'�'; °� 3. Except where moided, m111 trim wfth perfectly square :'' , instructfoas, and to comply with industry standards ' � �= y -�-� � ,'. ��° PART 2 - FRODUCTS edyes. After erection, slightly ro�r�d exposed edges '`" _ � appltcabla to tho work. SFCTION 07600 FLASt1ING ANQ SNEET MfTAI ,,� , * , •.;,� � , k `: by sandin9. . � � .:�,�p ''� 2.01 MEMBER� 4. F9nSsh <.hall b� hand smoothed, ready f�r pafnter and :�� a � B. Joints: Minimlze to greatesk extent possible wfth longest PART 1 - GENERAL � ' #, � *,, - r 3n r u hness. � • r tre the sh�lt be I' �. . free from machine or tool marks o y o g `r st��at sSza. rfh�r� jainks a Q r�qu d, y _ A. Species and Gr•ade: invisible to the greatest axtent possible wlth the specifiied 1 .01 REFERENCES ; ,�':. 1. Species: Douglas Fir C. Nood Door Frames: lnstall framcts sq�are and plumb tin the �' materiai. � �V 2. Grade; Structural Grades as indicated. opening, wed9e, And na11 w1th f1n4sh nalls. � a A. Reference Strsnsard: Comply aith recommend3tinri of' SMAC4A � � `; 1 . [nstali piumb and true and r9ghtly secure with nails, � - C. Jnstallatian: Install t�vel, plumb er,d true and per Archlt�ctural �heat Metal Manual, latest eJition. � f l 8. Cond9tions of Service: Wet Conditir,n. screws, glue, etc, Blind nail wherever posslble. , . . y p � UF�ere surface nailfn is necessar manutacturers and industr atr,ndards. lnstall backs lashQS r \,,J g y, use flnlsh naSls wSth miters at corn�rs snd Uo�d togethsr and to cc>untertops PART 2 - F'RODUCTS , � '�` ` ,. C. freservativ�: Treatment: Untreated. carefully set with naSl punch. wilh Jo�nts 4nv3sible. ' � � �° , 2. Finish shall bo hand smoothed, ready for painter and � 2.01 MAiERTALS D, Appearar�ce: free from machine or tooi marks or any roughness. ' 3.U2 CLE.AN-�UP: � 1. Conr.ealed Members: Industriat Grade. A. Galvanfzed tron: ASTM A526 commerctal qualSty shaet steal �, � � `� `� 2. Exposed Men,bers: Architectural Grade. D. iJnder laymen t, a t a l l t 1 1e f�loors - g lue an d na i l w i t h $d A. C lean exposa d sur facQS o f p las tic tops an d bac ksp l a s h es, wSth A529, G90 commerc{al hot di p gelvanlztn gr phos phetized " � rinysharzk. - including edges, atc. , compiyyng with mar+ufacturer's for paintlny. Gauges as tindicatad and speciflE:d, 22 gay�+� � - . '� � � E. Prot�ction: instruttions for cleaning. Remave and rpplac� wo� k wh ic.h m in imum. Usa for f las h tngs, gu t te rs an d s h e a t m et a l �h lmne y � � � , 1. End 5ealer: Apply to ends as soon as p� acticabl� after 3.U2 EXTFRtOR 1NSTALLATICN • cannot be successfully repalrad to permanently elimSnate top fabricatlons shos�n on tho Orawings. , . �; � (n , s ; t r i m m i n�, i f e x p o s e d. evfdence of damdye. . , � �'' `�J '' � - 2, 5urfaces: Sealed wtith penetrc,t9ng s�al+:r, il' exNosc��. A. In�tall ali exteri�r trjm and �idtr�y in niax5mum lerigths. 8. C l ips or C lea ts: Sama as m a t�r`1a 1 b e i n g in s t�]1 r d. � ` , � �" ',' S��al �it surfaces, lncluding fSetd cut suriaces, witti clear � ' n' ' 2.02 HARDWAKE waterproofiny type seaier befure installatlon, install ell _ ' C. Nabls and Fasteners: Galvaniied or cement coated. • r L r �. �' , ' , ex ter ior trim ori d s i ding us iny ho L-d Sp�,e d ga lvan 3ze d na i ls �I V I S I O N 7 - T N E R M A L A N D M O I S T U R E F R O T E C T I G N � + �, `�'} � �--- q, Solder-: 1/2 laad, 1/2 t1n. � �""': � " A. Mate�ials: or non-�currosive typp screws. . - �.. 5 L g e 1 ; A S T M A�6 D Sv ision 1 - Gener�l Re qu ireme n t s a p p 7 ie s t o w n r k o f t t�f s d 1 v f s i o n. , 2. Bolts: ASTM A3Q7 8. Ext.erlor sidlri�: tnstall sidSny over sheathing ar�d 15 lb E�. Sea lan t: Po lyure t hane. Ro o fer m a s t i c n o t a t ce p t d b l a. - �Q 3. lay �crews: ASTM A3U7 bu Siding pape.r. A l Sr�d na i l us jng ho t-d S�Ge d ga lvon i,ce d S�C t Tu�l d I l Z S S E�.F-A O H E S I V E M�M B R A H E �l A T E R F�R O O F I N� , � -.�' '� naiis. PAR1 3 - �XECUTION . '` ' 8. fSnish: Steel prime cuaC. �'S PART 1 - GENERAL � � "'�" C. Fre are as required fc,r fin9shes as indicated. � � F � j 2.03 FABRIL'ATION c �. i 3.01 A�R',�lashin s: Ir�cludtn : ' �?, q p � .,ECTIDN C6431 PLASI�IC l.AidINA1ES 1 .Q2 1JORK IMCLUDED Q" �»:� � �, � r ne e r fin at the foilowin 1. Counter, Base ar�d Chlmney Flashing: 22 gage. " `F ' �' , �. ', t r.¢ `r: A. Fabricate in accordan�e with AITC ..i.an�ards. A. Furn9st� �nd install memb a wat rp oo g 9 FART 1 - Gf.NEFAL '' locatlons: 2. Edya F'lashing ek Shingle Roof{ng: 22 ga��e. � � ' n . IW '� ' �= FART 3 - EXECUT1CrN � � � 1. Defore lnst�llation of culd r��of framin�, provide full 3. Base Flashing at 3unctures of Shinyle .Raufing W{th � ,. L_�_.. ` ' ;; Q` �� , �. 1 .01 C�ESCRIPTIO� OF 'dORk: ,,, coverage of all roof surfaces and Qxtend 1 '-6" up ariy Vertical Surfaces: 22 gag�, . � h r � 3.01 PREFARATIaN ��" . vertical walls adSesent to roof. 4. Yalley flashing: 22 gage. Yti , � �� ° t " e• A. As in dica te d an d as s hown on t he draw ings. Types o f p las tic ` 5. O l.h o r l o c a t i o n s a s 9 n d S c a k e d o r a s r e q u l r e d f e r p t o p e r t1t ,� g ' A. Inspect praviaus work �nd field measur�� as required. laminate speciffed in this SBCtliln includo: DQtorative h9�h K r` 1.02 SU8MiT7AlS , installaCion ar+d durab111ty. . ' !�. �: �' �k pressurH laminata. f ' ' 3.02 E.ftECTION AND INSIALLATION A. Proc�uct Data: Sutmlt capies af m�r+ufacturer's literature B. Clea+i and prep as requlred Por painted finlsh whrtro ' �;.� ' �i . 1 .U2 OI;At.ITY' ASSURANCE : } , ° for ail products fur�lshed. Section (31300. indicated or v9sible. P�Src�e and pa,int as specffied 1n {�� �: n' A. FSt membe+'s tugether accur3tely witn��ut n�udificatiun. �, Oivisiun 9 of khese 5pec9fiCdtions or as dlrected by tho L� r �'` , AccuratNly assemLle to lines and elevatiur�s iridicated un A . lnstaller shall have nc,t lc�ss than 3 years successful . 1 .03 JOB CONDITIONS Ouner. f_xposed flashir�y5 and fabrlcattions sftiall be primed . � � :� � �hop Draw ings. e>p e r i e n c e i n i n s t.a l l a t f o n o f p l a s t i c l a m i n a t e s i rn l l a r t o , and palntad prfor to insta�latiun ar�d f1na1 flnish coaG w � �« '� •_� requirements fur this pr�ject. A. Environmental C,onditions: �uring cold weathQr, maintain applfed as required after irastallation. �: " SECIIGN 06196 FLYWOGD wE8 W000 JG1�T� , � ' substratu temparature at a�5nimu,n uf AO degrees Fahrenheit. SECTIGN 07900 JOINT SEALERS � ��' � " s �,r � ) .03 PRODUCT NANDI_]NG: �� ,;� . �, '��.;� ' �'ART 1 - GE.NERAL , PART 2 - 1'RODUCTS ' A. DelSvar , id�ntify, and store plastSc laminatr� materials and ?ART i - GFNERAL 1 � 1.01 SUFlMITTAIS faGrications. Protect fraru damage until lnstalled. Frotect 2.01 WATERFROOrING MEMBRANC � �� � frum damage subsequent to instalietion until ac�Qptance by 1.01 �UBMITTALS . M e,; U z�`� � 4Y A. Sh�p Dr3Nings; �ubmit Sri arcur�ancP withi Se�:tior� �13Ci0. the qwner . � A. Acceptabla Syst�ms � ; � �� 1. ?rntecto Wrap JSffy Se�l Ice and Water Guard r�ikti all A. Samples: Submit for cotur selection fn accordance wgth p, �"�','�,�`� h fi ; Seet4on �I30U. , ` � � �; '� ,;`:���' `�4i' ' I'ART 2 -- MA7kRiA�S Z, Approged�substikute�- N.R. Grace Dituthana. � - q 1 .02 DfL1VERY, STORAGE AND HANULING � t A. Store jo5sts in v01'tIC3) position, uff the ground and 2.�t f'RQDufTS + ' , FAR! 2 - PhODUCTS - � covered for protection from weather. " , A lA S � �' �.� . ��� PARi 3 - �XECUTIO,N 2.01 M T�R L � p�s Xi ��8s p A. I.,�minates shall be as spec1fged by t.he Architect or the , � V � �,. a , � . '� PART 2 - PRODUCTS Owner , 'or �s shown un the dr-awfngs. l.aminates shall comply 's.01 APPIICATiON `^" "�" + s ' w i l h th e f ollowit•�g re quirements: ��'' A. AcceptaGle Manufacturers: s ' 1 ' r��'`a � k'r , , �� , � ., ,wa,t , 2.01 PI_YWOOD WE9 JOISTS 1. NEMA L.U-3 for type, thickness, culor, pattarn and � A. Prlminq: Prime surfaces if rec�+nmended. 1� p��� I��• � � � r±� , a �.: flnish of laminates selected by th� Archltect or 2. Parr, ln�. � _ . ��� � ^': } � A. Jolsts: TJl :ieries by Trus Joist Corp. ar approved Owner. B. Jotr�ts and E3reaks: Appty a 6" wtide x continuaus str-ip of 3. Pecora Corp. , �„<� �� :� substitute. 2. AWI Sectjon 4U0 for lastic laminate covered casework �� �� p waterpr�oofing membranP beneath all joints and at t�ur-izontal 4. Sonneborn BuildSny Produtts i' "� " j, �� ��t; ar�d cour7CErLop5. to ver-tical transitions and at all corners ,�r�d angles befar�s 5. Tremco Manufacturin Co. `;4 ,� y 8. Accessories: FrovSde bridyi��g, accessories, and attachment 3. Provide laminate in rades indica#ed as follow for the � � � '„ � nd r n ed b manufacturer-. followiny types of finished casework: apptying ir;embrane. 6. U. R. 6racQ and Co. as indicated a ecomme d 7. l�tameco 1nternatfnnai �' Y a. Exposed surfaces; Nor9zontal and Vertical: GP-50 '' C. Term9n�ttons and Fenetraklons: Apply a 6" wide x canttinuouss 8R flow Corniny ,� ' FART 3 - EXECUTIGN ' (O.G50" thickness) . ` � strip of inembrane with m�stic sealant os rec.ommended by tha 9. C,Qneral Electrtic �; m Co righ�t G. Expused surfaces: Post-fcrmed: GP-42 (0.042" manufatturer at ti�e perimeter of all t¢rmltiatlons and 10. AGproved substitute �� Amold/Gwathmey/Pratt 3.01 F:RECTION AND 1NS1AL1_ATION thickness). ' - penetratiuns and as indicatQd on the CraHings. �; Architecte,P.C. � c. Semi-exposed (cab9net 11r�ings): All : GP-28 8. Types: � AIIRightsReserved A. Place SoSsts in positions indicated on Shop DrawSnys and (0.02$" thickness) , . D. MQmbrane: Apply membrane �ystem as recommended by 1. ExCerlor: Two camponent P�lyurethane. support 4n manrer in<iicated. Keep joists in upright d. Cor�cealed (backing shests): All : GP-�0 (O.11?0" , manufatturer, Discuss avatilable optiuns for ailow'ir�g r�of 2. Around 8athtubs and show�rs: Silicone, Thisdoeument,andtheideas position at all times. Hold chords in a slraiyhti line from lhickness) tn "breatFie" with Owner and Archltect before �egSr�niny tHe 3. Interinr: LatQx Acryllc ` � anddesignsincorporated 4. Foam Sealant: W.k. Graco Po1 cel Gno or Insta-Forro. herein,asaninstrumentof CSme of settinq untSl st�eathiny is applied. e, Cuuntertops: Except as otherwlse Sndicated, work. 1' professionalservice,isthe � provide separate plast9c laminate countertops to propertyofAmold/Gw�thmey/ S. Install bridging as erection proceeds. tnstall temporary cumply with reyuirEme.nts for casework fln5sh. ' S€CTIGN 07150 OAMiFFR00fING C. Colors; Salected from standards by Arthitett. � :' Pratt Architects,P.C.andis bractng �o maSntaSn alignment and prevent lataral muvenienk. f. Grade: Custum. ; , ,.,- nottobeused,inwhpisorin SECUrely arichor as indf�:ated and recommended by ; FART 1 - 6ENERAL �. Accessortes: Provide 3o1nt backiny and bond breaker as F; part,withoutthewritten m a n u f a c t u r e r. � Amold,Edward M.Gwathmey PART 3 - EXECUTIOfJ y ' �. , recommended b manufatturer, !` authorizationofRobertL. SECTION 06200 FINISH CARPEN7RY 3,01 INSTALLATIGN: � � 1.01 IOCATION GF WOHK PART 3 - EXEtUTIDN � Jr.orHenryPratt. FART 1 - GENE�tAL A. Outsld� surface of all concrete or b]ock foundation walls. ; � A. Gener-a1 : InsCall rnaterials in accordance with Extend d-nmpproafing up to b" below fln�sh yrade. 3.01 1NSTA1_lAT1QN manufac.turer's printed fnstructions,, and to comply with � ; � �::, r 1.01 REfERENLES governiny ragulatic,ns, fire res9skance ratiny reyuSrements t,0� FROJECT CONUITI4N5 , A. General: Apply 1i� accurdance wlth mariufacturer's ' 4` ' as indicated for plastic laminate and �dhesives, and rQCOmmendations. ; � � A. Cumply witfi custom grade rcyulrements �f "Architec:t�ral • fndustry standards applicable to the wcrk. � � A, Environmental Requlrements: Do not �pply fF air temperature ;: �atB Z�' I� •� I '�doodwuri. Quallty Standards an�J Guide Specifications", 1985 or surface temparature is oelu�+ 40 deg�ees Fahrer�h�it. 8. Joint Sealers: Apply in continuous bead w{thout Open edition, as published by the Architectural Woodwuik B. Joirits: Miriimize tu greatest extent possibie with lonyest Soints, voids or air pockets. CanFine to jolnts, removq ; nstitute AWI . sheet sSze. f'Akl 2 - FkOGIiCiS J � T � } excess. Leave joints siightly recessed. '� A �QVIS@C�; .,;`°a.� � PART ?. - rRODUCT5 C. lnstallation: Decorative lamir�ate must be bonded to �.Oi MA(FFtIALS 3.03 SfHEDULE ' F, �I � plywood, partir.leboard, �r flake Goar� oF reliable �uatity � 2.01 iNTF.RIGR MAIERIAL5 usir�g adhesives and tech�n9ques as re�ummended by the A. Pr-imer: P'lintkote 11'0-01 �r a�uai , A. LocatSons: � �' - adhesive producer. Care shnuld be taken to assure that • . 1 , Jolnts Setween Exteribr poor and WSndnw Frames and �' �' �! . A. Quality grade: AWI C.ustom. excessive moSsture Smbalance batween the plast9c and tho ` B. Asr,halt Emulsion: F1Sntkote 700-03 or @QU3� . , R�ugh 1Jood Framing: F111 ga�s completely with foam ,:�� J C�� subst.rate does not exist. A cumprnm�se climate for sealant. B. Interior Tri�n: fabrication would be 75 degrees f and 45X RH. . Piastic PARi 3 - EXECUTIGtY � 2. poor threst�olds. �Y�� 1. Clear No.2 RHA Oak. Finger jointing nnt, �rcept:-�hld. should t�e stored under drier conditior�s tihan the subsLrate 'y . 3. Open joints between dlssimllar materlals. , � ` ,�, Tr i:n to be 3/4"X .� 1/4". Pr•ofile <H.'�.LL ,.'k= _ti�l'-��r'�,� �`ICJE��f`� when posslble. 3.01 ('REPARATIG�7 4. Around bathtubs, showers, a�d lavatorlQS. ':���' �.,: � �E,L�'fED �YC''��N�fz. Use p 1 inthe • . 5. At interface �f stone caps and stuccp. , s • y � � , A. Cleari surfaces to be dampproofed. Fill volds and h�neycumb j �'� b, � biocKS at door' trim;� m•iter tup corn�rs at duor trim. 0. S uare cut insSde corners should be avolded. All lnside 6. Other oirits as 1ndlCated and reQuirQd. ' ,. G. 6ase to be 314"x 5 1/2" . Prufile .�s selected Gy corners s hou l d have �a d ius �n d a l l e d ge s s h a u l d b e r o u t a d ` :- in concre to wa]is w 1 t h g rou t. 8ru s h d o w n s u r f a t es L o r e m o v e ,�r""`r -:�" Owner. smootF,. , _ lr,ose scale, fins, dust, otc. . I r N ^~ c. F9nish sta5r treads and risers at Primary Unit ta ' 1 .��s a�'`� O� �4���� 4 :. , be Oak ku match trim. f.. Methods: Fabrication of curnpnnents should be made us1ng - 3.02 AP�LICAiION - DIVISION 8 - UOORS AND NINDOWS ' d. lx stock as reyuir-ed to wr�ap exposed ylulam beams . approved meihods. Assembled pfeces should meot � L?� �� ; spec�fScations of NAPF 4S1-1965 (N�tlonal Associatlon of � A. FrSmer: 6rush or spray prfiner onto surface at rat� of 112 Division I - General Requir�ments applies to �ork of thls dlvSsion, z "' r. C. Wood �oor Frames: Clear Na.2 Red 03k. Piant assembled wit,�i Plastic Fabricators) where applfcable. � to 1 gallon per 100 square fe�t dPpendint,� on s�rface ! ' . ` � EDWARD M. ' cornQrs dadoed and yiued. Finger Sointing not acceptable. porosity. SEL`TION 08210 N000 p00RS �" r,I ��,� GWATHPJ{EY, �R. .� ',. � 3.U2 f,LFAN-U(': � ` , D. Wood Stairs• Stringers shall ha select struc.tural " ,, p. Asphalt Emuisian; �rush or spray two coats of emulsion uvar PART 1 - GENERAI r ,�, ' � '2 3 0 1, Y kfln-dried Dou91as Ffr. Construct treads uf 2 ldyers 3/�" A. C,lean exposed surfaces of �lastSc laminate includSng edges, ' ^ prirnQd surfa�:n at rate of 3 geilons per 100 sc;u�re feet. . � GDX {�lywood anci 1/2" CpX plywoad rlsers. Install 1/2" etc . , cumply5ny wSth manufacturer' s lnstructions for 1.01 REfERENCE5 � � � �/ �� 'f plywood over stair striny2rs glued and nailed to strinyer _ cieanSng. Remove and replace work which cannot be �"L SECiIUN �1210 BUILDiNf INSiJI_Ai1GN ` '' . � .( �' � � with API approved adhQSivQ. ?�ovide glue blocks as su4cNSSfully repafred to perrnanently eli+ninate evidence of ; A. RefQrence Standards: Gomply H1th: A �` � � 1. NWMA tndustr S�andard 1.5.1^�y8 - Wood 41u.sh paors. fi ` � "'� ' reQutred. Natil anA glue joints not supparted by angles. dama�e. + tART 2 - F'Ri��UCTS Y - t .:: � � �� �i��� " �' 2. A11I Arch�tectural Noodwork Qublity StandarGS, ` 1378 � ' . E. Wood; Flooring to be 3° num width T b G square-edge Fed Oak. .. 2.01 MATFR[ALS �dltlo��. " V� ' 1 �' '� � ' Orsfna e Insutat�an Bvard: 2' thick x I.02 SUBMITT�,I.S "°"""`°`°"` , - k"` k I F. P�a-manufactured stair har�drails and bultusters shall be A. Perimeter FourrdatSor� g . ,.;, ; i,°; �� ��` ctear Red Oak, unless noted otherwlse. Verify desSgn and r ' �` � � 24" wtdo. [nsutatiun SpezSalties Extruded PolystrenP wa�F�� Sheet Number : shapes wSth Owner before placing order. Finish as directed Dralnage 8osrd 1r�sulatian. A. Shop Orawln s: bm' n c c h o � �i t • i . by pwner. � � � � � �.� �" r ; � �� ' >i�� "° ` , s G. Underlayment at all tile floors 1/2" A .C. piyNOOd. ' ��• `' ' . x . � � i . yx �r � �; , . . �.y .. q. �� .' . . � a� i . ., ; ' � � � � �,. . . � W �/ � V � �/�1 • 4�1 M �' ' � V y' � � � � . 'Y > � � � I ¢ [ ,, . . . ' ��{� ' .. ' � ���+. �' F,: 2 'S' ) , y 4 ( Y. 1 Y ' S-. .. P.lv �� ' . .. �5 R :;� S '�4 f .y, ,»�:�A � .�'- �,r' " ` �� � I ` - � ,, � � ' ___ . ,. , �,- i� � _ , . :. ;�, , �; � , , Q ,. � _ .,. , gY__ .. �'.?. .- --. . ........... . �'�.��� �_.` ..� � � � �" . � ^, „ ' ., � ,�• �" � � � '� � . � �ti� ( i " � - - . . � ., � � , �{' f-,4 , � 5� ' . � . , �,�: !t� �1 �1j'.,� . � . . - ' ^' :.i ;. '. u P J t '.:I' � � �y . � �., . . . � . '. Y� k'� ��r . . � 4.. f` . .. ' . { �S`�., .. � `. . ,' .. . 1'. ,� ' . ,' . . - . , . . , � .' . `� � j 1 l-f�� , �� � . .. , . , : .}. r.:'��� �.Y�, , _ 1"'�`. ..d, {ix.-... t. ' . �.-,i:. ' - . � ._.... ... ._,. _ __.,. . .._�. .. _�_._' _ ".' '_'__ `__"__'_ '___.. ._._ ..._. ._.."_�"`_."`_' . __'___'_. . . _"� ' '_ .._ _..`�.. �_ _. e._ _.. . _._....." _'_._1�1�._.....:_5...�.1..:.._.._.._�,�_� 7w� _' .._ . r �' .. ....r.� �� � . . . _ _ . . . . . . . • �C . .." " ,u .ivl � .. ..� .. : .', .. , . k. T', - - _ _ _ - __ �A�. , _ � ���� �.,� ' ,�„ � �. '�� ����� �, � . : _. � �, �M;, , � , � ; ' ;,� ' #'�= ���� ��� � ! , n _ �+r �'�i, t, _ . . 4 t .� F f�i ���� . ,� ' � , . t �. ` � -�'*��;. ' � . .. - , . # _` , , . . , , ��.. � . . . � - F ff�`'-`� � . - ' ,.. ` `k+ �� ► ::e, r� . . . - . _ �. -i. . � ♦ ��C.� �, � `,.S, �t"S.',. , . . . . - �" . I 7 � f.- , . . +� '�� _ �. �. . � ...�. 4., , . . . , � - i '. ._' Y.�.�� �� � . . ' . -- . ' '� � I �F; M � . . . � � k r �." , t I ' ' a:.j'1�r + � � � • � "' k � F� �. � w � p � . . ' L �,:w �4 ..� -, t. , `�. _ . ' . x i - � r� PART 2 - FRObUCTS � 8. Requtatory Requirements: F'roviGe UL listed hardware for , ;. � ,:;, 3.03 ItrSTAILATION OF fIi�lSti COAT PART 3 - EXECUTION • ' " , � � ,��a ��� ��� 1 �.;. i ' fire or ac'tSdent hazard �.���re scheduled or rQqulred to {";�� G ' e' . � ` f.,' 2.01 EXtERIOR ODORS maintafn rating of opening. ,� .�n� A. General: lnstall fSnSsh coat 1n accordance wSth 3.01 1NSi'ECiIdN: .. - � , ,, ,� '. i, .� ' manufactur�,r's recommendations. . ,, , t� � • ' A. Ali Entr and Exterlor doors shall be as specified 1n PART 2 - PRQdUC1S ° , " �' , � A. Ex�mine surfaces to re�alvg C11e wurk and tond�tlont und@C , y ;; Sect�on �861G fo� manufactured wood Hindows, ezr.ept as noted ''�;, 3 . � B, M1x materials in strlct conform3ty uith m�nuPackurer's whSch ttlo wl11 bQ Stistal]ed. po not procead wSth tlie wotK " ° ��+ ;; � • �a beloa. � 2.01 FiN1SN liAROWARE � �`.� �d `�;'.R instructi�ns. Cuntrol amount uf aggre�ate used to provlde until surfaces and tondltlpns comply with requl�emet�ts; f . the exact amounts called fnr. Indlcated 1n rQferenced tilp installatlon standard. � � - , . � , 8. Metal clad doors at garaye, as defined by the Dr�wings and A . Locl:sets: Sr.F�laye F arad K Serfes. Lever handie typo as � Schedules shall be as manufactured by Peachtree or app�oved selected by Ownei• with PolSshed �rass Ffnlsh No. b05. Y �` � C. FinSsh Coat: Apply with clean trawpls Im cnntinuous 3.02 INSTAILATiON: GENERAI y e ual; R f;. � operation withvut cold joints anci w9th colar and textur•e tn t, ' ';� la �hickness: 1-3/4° so11d �ore unless otherHise B. Hinges: , � match appraved samplQ. Take all steps nec�ssary to ensure A. Comply w9th instattation maihoGs g,lven 1n (he Ttla Counci) � ' � r indicated. i . Exterior: 4 x 4 polished brass flnish hinges. ��'' � unSformlty of coloration th,roughout jnD. oP America's "Cerar�ic T11a Instalia��ion Handboo.k"� or 1f nor v� � i, � 2. Faces: �letal clad. Provfde weather flashing top and 2. Interiur: 1-t/2 pair butts with polfshRd brass h�4•�; f° + ' indicated, as appilcabTe to fnstallatSon ton�Sti4ns xhown. .,� � � � hottom. finish. c� ' SECTION 09250 GYPSliM WAL.L 80ARD 1, Hath and Shawers: Instatl per TCA methods w2Z3 and � �r � 3. 6lazfng: As applicable; factury ylaZed witt� clear '� :, , ' 8413 c�nd AN$I A108.4. ' ' $� , t • ,. � ,.,g R'.„ e f ';,"' �; tempered lnsulatiny ylass units. C. Thrasholds and weatharstrippiny� at interfur d0or to gara9e �' *" ' ' FART 1 - G£NE�iAL 2. Floors: Instail p�r TEA methoA F132 and AN51 A108.4, s t , " �'3 ' _ � '- ,Yr��;s#. ; C ' 4. Hardware: Section 08710. and al1 exterior duors to be extruded alum 1nun� type w9 t h �,.�,,,s�; * ' 3. Insl:all f)oor bnd wall membranps per, manufacturer.s . , � ". � ��`���a� ' S. fisld Finlsh: Section 09500. Gulk type weatherstripping and Pemko 222 DY doar bottom wlth ��t,," � l .ul SUBMITTAlS instructions and �s requlred for watertight seal. . ` ;• � 5 �, . ;,;�,� °� � Heathsr protectlun. �`*�� a,. � - : �'. , � ` ,; r.' , I,C., 2.02 INTERIOR DOQRS �,' ` A. Not req�ired. A. Extend t11p work Snto recesses and under or hehSnd e�uSpment ` �5 " ;'� �' ,�` "' ' � D. C.losFr: At lnterior door to qarage. �,`��_' anci ftixkurQS, to fbrm a tomP lete cover3ng wllhout ,. �� ��r k ',' 4 j .� � ``���`�' ih, A. As locat�d by th� Orawings and 5chedules: 1-31a" six panel p,`" f'ART 2 - FRODt1CTS • interruptions, except as otherwisa shown. Termin�tQ work � a �y� w �.' N ` ` K ?':, �e°+,x�+t� ' CVG Fir or ciear Red Oak. E. Stcps: Spriny type brass flnlsli baseboard mount, ProvSde 4 .��-= , neatly at obstruction5. ad9es and eorners wlthaut tlts�upting ; ,� �. � ; �,�h;Jt:; 'r, wood blockiny In wall. Pollshed brass finlsh. `�N�`: 2.D1 MA1ERiALS pattern or jolnt alfgnments. 7 ,'� ,�� f t�*:, � � PART 3 - EXECUTIGN � . fi =: ' , �, ' , °� , "x��Y, F. Slidfng and Bf-Fold Closet Doors: Extruded alumSnum tracks � , A. 6ypsum Board: C. Ac.curately form intarsettions and`returns. Perform cutting � . ` � 4, �, rTr�: �; � . ;� ! 4 3.01 1NSTALLATION with vinyl roliers. � * 1, through�ut: 5i8" Type X, Teper�d EdgQ where ar�d cfri111ng of tS1Q wlthout marring vSsiDlq surfaces. � t �r ��'�; � requtired. Carefully yr{nd cut adgos of tile abutting trSm fSnish n� , � � * t` � ' ; ; 1 A. General: FART 3 - EXECUI'ION t ' 2. Moisture Resistsnt: 5/g' Typ�a X USG 1li(i. Usa in bullt-tin items for straight aligned Jotnts. F3�' tlle "� a :� r �� , t. 1. Fit to wldth by planing and fit to height usiny hand � .", • bathrpoms and garag�a. closoty tU electrica) outiets, piping, fixturQS and other � �"''' � �'"� ��''= � � cruss-cut sau. 1lhere required, doors shall be 3.01 INSTALLATION � _ "� p�netrations so that plates, colla�s, or tovers averlap � i ' , � ; � ' � �2,�,;' constructed to fit irregularly shaped openings. 1n no � ,� 4. TSIe Backer Board: tila. � �� � ' 4 k,� y ; � case shaii �foors be cut down to opening sizes ar�d A. Fastening: Furnlsh items of hardware wlth attathment H, . � 1. As notpd on the drawings and bPhfnd all ceramtic and ' � � � � ' •-,+ ._it �4 �;"n: , shapes d1ffqrent from those for whSch C`rey ware screws, bolts, nuts, atc. , as require� to attach hardware to R':..'. stnna til�. 0. Jntnting F'attern: Unless lndticated ot,hRrwise, lay tila 1n ? x .� k ' manufattursd, ty�,e of malerial 6nvolved and witfi fin9sh to match hardware � , 2. Durotk 112" nom, grld �attern, Alfgci jolnts when adSoinfn9 t11Q5 on flopr, � ;� � f` � � �� � wlth which khey ar•e to ba used. �" ' • a. Acceptabie substftute: 'rionderboard 1/2" naminai. base, walls anA triro are sama s1ze. layout tile w�rk and ���� ' � �� � B. H�nging: ' center ttle flelds in botl� directions 1n each spacR or on _ , � , �• �y�''t ar .�. � ' 1. After siting daors, fit for hardware as sch�eduled. B. Weatherstripplr�c� Thresholds: Run weatherstripping full C. AtcessoriQS: each wall araa. Ad�ust to min4mize tlla tutt5ng. Provtd�t �'� �; � ,� �' �°;, ,�#���$ � Before installatiori uf harc�ware, brush apply an helght of both �embs and full width of head. Run thrasholds 1. Trirn: U5G Na. 2u0B and 101 . unSform �oint w�dths, unlass otherwisa shown. fo'`ry���y� � � exterior seal coat to �obsite cut ��rfaces full witlth of openlny. Run door bottoms fuli width of 2. fastene�s; Orywall str�ws oniy. 1. Prepare joints and appiy sea1ants to tomply wif.h '` '� � ;� �'` �� doors. Set thresholds in caulktng urder Sectlon 07900. � ��. 3. All outside-corner trtm to be Beadex 3I4° radiused requirements of referenced standards and sealant �' � ` i t' _ + r', �'! �4 . �, 2. Hang doors free of binding with hardNare funttioniny cq�ner be;�d. manufacturer. "� .� } ''� �� , pr�perly. ' C. Adjustiny: Prior to final inspection, inspect and ad�ust :�, d. RJC resilient furriny channels. ' � � � .� � r � � ., door closers, locks and items rk>quired close �dlustment `` `" �*� E. G r o u t t i t e t a c o mp ly w i t h r e f e r e n c e d l n s t a l t a t l o n s t a�n d a r d s, ' !r^� '.,` f` � SECTION 08360 SECTIDNAI OVERNEAD DOORS regulation and check all keying. •` � C. Joint treatment: usSng grout m�ter9als 9nd5cated. °: ' � ' 1�,J ,� ��- ,, � i. Grywall: USG Perf-A-TapeJDurobon� systern or pqual. �� ` ° ;, � ��'� � N 2 F A R T 1 - 6 E N E R A L "� ' : 'l. T e x t u r e: U 5 G T p x t u r e. T y p 1 c 9 1 t e x t u r e t o b e h e a v y 3.U 2 C L F.A N I N G A N D F R O`(E C T I D M: : , �r��' "" ,���;m, 6-.� ', . .�l � ''-. L� } t �� � , ,� , , hand trowel'led type. unles5 dire�ted ot,herwlse by Lfie - + �t�:: ' 1 .01 SUBMITTALS DIVISIGN 9 - FfNISNES � `::, � .. Owner. Where �+ailpaper is indfcat�3d pn the drawir•�gs A. C1Qanfng: Upon tumpletlon of platement and �routing, t1Qan - ; `� � 'f,' ;� �` �'rt�; j ` � ��� � "f�' texture shail bo smuoth type. C�iltny texture to be all ceramlc til� surface9 su they aru free of foreign � ` � ` , k�� � . � ' A . Shop Orawings and Product Data: Submit in accordance wit.h General RPquirements, f,eneral Conditions, Supplementary Condltfons and �-� smaoth typ�. OfiRer texture to b� 11ght oF�nge pedl matt�r. • � ;, r � Sect�on 01300. Division 1 - General RequSrements apply to work of this Divlslon, as dtirected hy the Owr•�ar. C�rrsult Architttct or Owner � ri G� r � ' �'' � � '� for addltfonal cla�if'ication. B. Flnished t11e Nork: Leavo flnished fnstallatlon clean and � �� � ;, � �w ' PART 2 - PRODUCTS SECTION 09iG0 LAT�i ANO PLASTER Pree of cracked, chfpped, broken, unbonded� ot' oLherwSse " ; , �* � r ��" �� �y F �' ' . PART 3 - �XECUTION defective tSle work. � ,� ' --^� ..s fi `�3 2.01 OYERHEAD DOORS FAkT 1 - GENERAL � �- j�' ' �: � <: `{ ° . 3.01 iNSTAI_lAtI6W C. Protectioni Glhen rQCOmmendeQ by tite manufaCtur�r. app]y a �R , �z ^ �' , r ;��! � A. Approved manufacturers: A. Referer�ce Standards: Lomply wlth the followinq: ; � " pr�tective coat of neutral protettSve cleaner ta completed ' 1 � '` � ' `" � "�,` s •: '?�t� � / 1 . Overhead Door, Frantz Door 1 . "SpecifScatioris for Matal Lathtng and Furr9ny" as A. Genaral: Apply and finlsh 1n accordance with Gypsum til� walls ar�d floors. Protet� instal3ed Lila work wit,h r � �� `., ,� �_: � �_ �. �� , 2. Approved substitute. preparsd by the Metal lath Assoclation, 197d edltion. � Assoclatiun standards. f1t acoustical insuTaCion tl9htly kraft paper ar other h@�vy covetSng dur�`ng tonstructlon. , � � 5.: t+ i� �, +�. , 2. ANSI Designation A42.3-1971 "Lathing and Furring for � into siud spaces- s�e 5ection 07210, perloil to pravent stainSng, Qamago �ricl wear. � Y" ,�� i; �-�.j� � , �a�,'' ' B. T e: Fiush onel insulated t e sectSanal overne�d doors Portland Cement and Portland C�ment-lime Plasterin ' `'�� � � `�' " '�` ' � yp p Yp 9' � 8. l.a out: A 1 anals In as lon ten ths as ractit�l to D. Pruhiblt foot and wheQled traffic frum usln tiled fioors �:? �� `'` �' , �� � -'. , wiLh masonite sk1n; or approved substltute. Maturized Fxterior (Stucco) and Interior". � y DP Y P 9 9 P � � � ,�`�;` operatiori ufth handheld operator and inside swStch. Providp ` , ke�p �oSnts ta a minfmum. f�r at least 7 days aft�r grouting �s compla,tad. , ,� ,` 1 ;� $ xtk �r: �'� separate uperator and sNStc.h for each dncrr. I .02 SU8P�I1TTAlS ' . �� ` t '� '' �y'' . t , . C. F3steners: Apply i�oards to wood framSng with nails or E. BeFore fSnal fnspectlon� remove protectivo` cover{nga. and � ' 4��, ° � �; 7 ,*i^ t• �� C. 5ite: As indicated. A . Color(s) shall be as selec.ted by Archltect. Sample b.qa�d � screws. rSnse neutral cteaner from tfile surfates: , 'r ' r � i��e. � � mlasur5ng not less than 2 feet square shall ba submitted to - � �y ��• ' *� � �"' ' D. Track: Pravide standar-d track. the Architect for a,�ch color spec}fSed, ' 0. Mofsture ResisCant: Appty u/ht sealant tu cut edgQS ar�d SECTION 0490J PAlNT1NG t , ' � K; � . '� {,���� 1. Modify track as requlred for ad�ed weight of ,�ood � � . nail heads. A , � } "' '� sShcny applled to outside face of door. 1 .03 FROJECT CONDITIONS PARi 1 - GENERAI � . � ar' ,; ' E. Cut Holes: Noles for electrical devSces, pS pes, etc. , � : `'� a�' ' ��� E. Nardware: CounterGalance door with torsion spr{ngs �3nd A . Environmental Requirements ' U , shali not .¢xceed size of cover plats or estutchmon. Repalr 1.01 SU8MI�IA!_S . � 1=-t �-� a.� r�!` galvanized lift cable. Provi�e standard hardwa� e fur inside 1 . Cold Weather Protection: Do not avply plastar tc� � overslze hole with new panel of gypsum bo�rd; sp�ckle �,: r ',_;;;' `' � '`� ,� ` latching and cylinder luck. Digltal pad with cover• ar,d �urfaces fr�zen or containing frost. Protect �laster fflling will not be permitted. - ��A. Paint ar Stain 5ampl�es: Make polnt or stain samples as, ; Y, '` Y;; r t� Y'.; 5 light. coats a�ainst fr�eting for a pe�iod o£ 24 hours after � � requested Dy the Archtite�t, R�make sampies uniit �ppr4vQd. ; ` � �� � �� 1 . Modify sprfngs and hardware as requlr�d for addeJ �,pplicatSon. Do not use frocen materlals in the mix. F. Tr-im: ApNly at corners, Where drywall abuts dSssimilar � � �,,�s �,�''-c; weight of wood s9ding appliad to outside face uf door If artificial heat 1s used, lotake the hedtQr to t ,�;, ' materSals and as indicated. 1.Q1 JOB COND�rIflNS �' �'� � ;'` �r� :; ,': � pariels. prevent cancentration of heat or fumes an thp � �-,° � ' � " ��� ` � ; : '# plastWr. Do not apply interior or exter9or plaster if � ��' ,- G. Ffnfshinq: Fini>h joiiits and f;�stener djmples as ," A. Env9ronmenCal Requirementss An nat. finlsh outside fn � v.,� �'-' ' i F. FinSsh: Prime coat doors at ir�Cerior and ext;eriur. J�b tFie amblent tcmperaturQ Ss less than 49 degrees ,�:� recomn�QndQd by manufacturer and smnd smooth. Apply axtreme told, frosty, foggy, an damp w�ether, 1n wintRr �,� �' � finish by pa5nter. Fahrenf,eit. Matr7tain this temperatu�e 48 h�c�urs pr-ior �:�. • specified textures foliowing ryplication of prime Goat by , weather, finish only wh�n the temperature is 50 dQgr.ees t ' � `' � r�i � : ;f ' to applicatian, durin� applfcatlon and duriny curin� , the palnLer. Fahrenha�t or over and surfates� are absolutaiy Cry. In no . �.�-�! �,, }„ � I G. Support: Provtde necessary suppipmental framing for support by the �se of temporary heat and enclosure if , , � ' case will exterior painting be alTnw�d whS1Q 4ust i5 � . }-°`� � ,, ,� r ;: ' . of tracks. necessary. N. Clean�up: Provlde cornpiete clean-up uf atl scrap matarlals ' '/ blowing. , ga, 4; I �� 2. Hot Weather Prolectlon: Protect plaster ay�:�irist �"""^ on a da91y bastis ta designated racaptacle. At a{�prupr9ate , � � �-�-��.� ;���^� 4 I H. CoordS�iate as requ1red w�th Owr��r contracted electrical ur�even or excess9ve evaporation durSng dry, hot ,,. } stages, cleari all mud and overspray from �djatent surfacQS. B. Cond1tion of Spaces and Surfates: Spaces must be- ttQdn r .. � .,.,� ,- j sub-contr•actur. weathFr and from strcny hlasts of air, either natural , Gefore f1n15hin9. ls started. Do not flnish tn ruoms or � ;� � �; F {�`i,��� ur artiticial. SECiiON 09300 STGNE ANU Cf.RAMIC TILE spaces whare 'rubblsh has atcum�lated ot whI1Q rubb�sh .1s �� ,� � :� - ; � PART 3 - EltFCJTION "s. Temporary Heai.: Provid� temporary t�eat and enclosures being removed. finislS3n� w911 not ba aTlowed 1n dutty - J�'� � � � � � 4` �,..� `� ' �'a ,j r�ecessary tu prntnct work du�ing hot or cold w�ather . PARr 1 - GENE�iAI rooms. Do not remave rubbish whSl� finish is fresh. Aii �� ,i _ 3.01 INSTALLATION � , '' � surfaces to whith finfsh is to bo applied thall ba dry and '" `� � ���' �";� � ' I'ART 2 - PRODUCTS ` 1 .01 kEFERENCES clean. , " � ; ,� � � A . General : Install overh�ead dour-s according to manufacturer ' s - � � � :: "� '� �{ �` ; ;i lnstruction and reviewed Shup Drawings. 7..01 I.ATNING htATFI�IALS � A, Refer�nce Standards: Comply wit,h Tj1e Councll of Amer�ca C. Protectlon: furnish and iay drop cloths or mask off dr�as � t� ' e r ,�',- �I r. � �TCA) Handbock far ceramtic fiite i��stallaCicn and reference k�here palntir�g is being done to protect il�ors and oth@r � �"� ' �z ` F 's �,; ;3 a. ' `_ � SECTION 08611 METAL CLAD W000 41IND0'�IS A . Extruded Polyethelyne Rigid lnsulatSon Board: ANS1 staridar4s, wnrk frum damaqe during tho Qxecution of th15 work. Uhera " �"' ,� ,, , .,� � �? 1 . Thickness to be I/2" minimum. ` it beeomes nQCess3ry to remove temporary roverSnys piacQd by ;�E� ,` � �' ; '� `�� I PART 1 - 6ENERAL �. Ir,sulat5on board t� have T�G or shiplap edges. i .02 OESCR[PT10N OF WORK others in every branch nf the work, replace same in prope� ' �- �';,; �� �,' ��'�`'``� ' ' 3, Mech�nical fasteners as recommended by 9nsulation manner. Remove oii rags and weste fram the building every '` '� � '•,: + , �w,�° 1.01 SUB1�11TTAL5 �nanufacturFr•. " A. Extent of til� work Ss as indicated on the dr�wlnys. ntight. Do not aliow to atc�n�ulate. ` ° `,.: '•�` s } 4. Acceptabla manufacturer ' s and praducts. , lnclud4s ti ]ed countertops. `7 ,� ; � F ;;� ' `� v � ' A. Shop Crawings; SuGm1t Sn accordance wftt, Sect;�,n 013G0. a. Am�co "Amufoam SL" . D. Dam�ge to Woric of Others: Be r.espansible for any damage , d " �, y :•.,� _ b. �ow Che�nical °Styrofoam" . , 1 .03 QUALITY ASSUCiANCE done tu the Wark of other tradQS. Replace any rnat�rfals � FART 2 - Pf20DUCTS c . UBC Industries °Faamular". damaged to such an axte�t that k.hey connot Ue rQStored to . ' d. Approved substitut�. A. Materlals shall ba eotained fram one source for each typo Lheir orlgi�al conditlons. j 2.01 hiANUFACTllREO IJOOD N1NUOtJ5 and color of tile, grout, and settSny materials. �C�y�g�� 4� ti. l.c, pound felt building paper. Building paper 9nstallat9on fART 2 - PR04UCTS , Arnold/Cwathmey/Prait A. Pe71a, or approved substitute. to m�et Eagle County l3uildiny Uepartment requirements. 8. Nandie, store, mix, and appiy proprletary settin9 and j ° ; Architects,P.C. ; ; groutSn9 maCQrlais 4n cumpliance witti th� manufacturer 's 2.01 hfATERIALS � , AIIRighisReseroed I B, FSnish: f.lad, m�nufacturer 's st�n•j,�rd custc�m color as C. Stucco l.ath: Galvantized 1" No. 20 gau�e woven wire or rust instructlons. TFiisdocument andtheideas salected by Gwr�er, unfinisheii wood ir�side. ra5S5tiirit rnetal lath. �' A. Products not sUetified by namp s�ali be "best. grade" or � , 1.Qd PROOUCT NAN6�ING "flrst 1{ne" products of atceptabla manufacturo�s. Uhera anddesi9nsincorporated C. Weatherstri Weatherstr i ed. D. Curner Beads cuntrol ossible all mater ials shal l b¢ of a 51n le manuf�c,turer. herein,asaninstrumentot p: p{� , j o i n t s a n d t r 1 m, a t c. : R u s t � e s 1 s t a n t P � fl professipnai serviCe,is thA 4 metal or �VC as upprovod by krchitect. A, Cellver and store pack�c�ed matE�rials .3nd store 1n orfginal . propertyofArnold/Gwathmeyl i D. G1�zSn y: True divlde4 li yt�ts as indicate.d un the Dr��win ys. , containQrs wlth seais unbroken an4 labels intact until t9me B. Acceptable Manufacturers: The best quality matqrials as f"' PrattArchitec#s,P.C,andis Factor•y glazed with light solar brpnze insulatiny glass, 2.G2 BASF i,QAT (SiUCCO) MATERIAl.S °a of us�. Prevent damag� ar cunkamination tu materials by manufar.tured by any of the following mdnufacturers w111 ba no�tob@ used,inwhoipprin � ' unless noted otherwtise. �rovide tempere:i gl:�ss in iocatiuns water, freezinq, rpreti�„ matter or other causes. acceptabla for use on th� work; ' part,withoutthe written �, raQuSred by applicable codes. A. LeHabra Wall fiber�d cement base coat. DeYoe authorizatignqfRobeRL. � 1.�5 1'RO�ECT CONDIYIONS Pratt � lambert, Inc. ArnQld EdwardM.Gwathmey , E. Accessories: Provide necessar•y hardware, anc.hurs, .ai�d B. Aggregate: Clean natural or manufactured sand that 4s free , " Kwal-Howel is Jr.or'1�enryPratt. I reiated items. from deleterious arnounts of loam, clay, salt, solubie satts, ` A. Mbintair� envi�ot'imental condit5ons and prutect wdrk during McMurtry/Yalspar bnd organi� matter. end after 1nst�llation to eompiy wlth raferenced standa�ds Kelly-Moore y` f. Trim FiashSngs: Frovide all related trlm and �flashirig�. and manutacCurer's pr-Inted recomendat9ons. Olym�ic i I' � 2.U3 FiNISN COAT (STUCCO) S7STEId Benjamin Moore I G. Screens: Provide f'iber �lass mesh screens for all uperable , B. Metntain temperaturos ��k not less than 50 degrees F (10 Flood 1.; sash windows. Sh1p screens separaCety, bundled hy unit. A. PrEmixed Laiiabra �fall fihered cement base coaC w9th LaNabra degraes C) 1n tiled areas duri��y instaliatlan' and fnr 7 , � Da#e 7..���1 �� � lntegral coloring. days aFter complation, uniess highier tc,mperatures requlred C. See Sectlon 0T900 tor sealants. "; � ' 2.02 MANUFACTURED UGOD DGGRS - by referenced lnstaliation standard or manufacturer's ", ; , B. A re ate: Cleari natural or manufactured sand that is frea instructSnns. PART 3 - f_XECiJTION _ � ; g� 9� Revised: . A. PQlla, or approved substitute, models and sizes as sliuwn on from deteterious amounts of loam� clay, salt, solubl� salts. �,� �°' � .� � � • � i tho Cir-aNings and Schedules. and or9anic matter. F•�� FARr 7 - PRODUCTS 3,Qt PficE?ARATtnN B. Finisti: Manuf ctur r 's tandard finish insi.�c: ard outsife. f h I1 f5ni h Z.O1 GENERAI : A. 6eneral ; . � � a e s , i C, inish texture Snall be smootti and tiruwe ed s simtilar ���. tu that found at Bi�.hop Park 1n Vafl , Calorado. I . Sand finishes on wood �nd matal surfaces between coats C. Weal,herstrip: Weathcistrippe�l. Instructions given t.here were: 'Make St louk ilke someone A. Tila and grouCs shall Ge as selected and provided by to assure smoothness and adhesion of subseQuent - i�: was t.rying tn provlde a smooth fin9sh but d`dn' t do a very - Owner. Sae SsctSon 01045. cuats. Use extra f�ne satid paper to avotd cuttin9 the . 0. Glaziny: �actory glazed with Snsulating ylass as noted. yood }ob of it. " eGges when sanding. Apply putty or spackl�ng compound Frovide tempered �tass as requ'rred by appiic�ble codes, 8. Tile backer board 1s specSfied in sectio+� 09250 of these after surfaces are primed �n4 primQr 1s dty. Brfng �- PART 3 - EXECUTION Speclficatfc�ns. fSller materials flush with ad alniny surfaces. 1 I E. Accessories: Provide riecessar-y haroware, an�hors, and `"mr 2. Wail shall be pNrfectly dry� C�edn and smooth�bafore `i relatad items. 3.U1 LATH ANU ACCFSSURIES INSTAIt_ATION 2.02 WATERPf�00FING MEhiBRANES startlny rrork. fill cracks, holQS or Checks full and ' make smooth bQfore finish 1s spplied tp surfaces: � f. Trim Flashings: ProvSde all related Lr1m ond flashinys, A. Ir�stall rlyid tnsulat4an board over exterior sheathing. R � A. Nobl�Seal TS as manufactured by Nuble Co. shall Le used Fjll c�acks, etc. � whicM occu� after walls are slzed. • �`C�� f��'"' Install har5zontally wfth tonyua up. Stagger� vertical , s4� ° b�hind all t�iQd and stone tiled steamshnwer Nalls. Wail shalt be perfectly dry and smanth pefofp� finlst� , �`r ��,�� . PARt 3 - EXECUTION joints and locate over framing. Mechan'�cally attach inta � „ � Provide and lnstall �11 adhes�ves, sealants, atc as is �ppii`d. . �Q�� ' ��,�►� i. stud iramfny as recommended by insulatlon and/ur stuccn . �equired for pruper installat�an. � . " i 3.01 INSTALLATIGN AND ADJUSTMFNT m4riufacturer(s), usinc� fasteners of adequate ien9th to meet � A. Interior Wopd Surfates:. ,TputhYup Sep and knuts with � ""� � 3 cade requirements. ` i' 8. Chcoyaloy �.hior- 1nat�d polyethy�ene (CPE� roen�brane� as saaler. F111 voids �lth �ead putty after primer is'dry, EDWARd M', '� A . Grneral : Install doors ac�orriiny to m�nufacturer� 's , manufactured by Noble Co. shali bn used at all buSlt-up ` � .� � GwAr�ir��Y 1R. ,�i ' 1n5trucClon and reviewed Shop Drawir�gs. Hany doors tu swfng D. IatF�: Instali horti�nr�tally over 15 ib peper and lnsulation shower floors. Provide and lnstail ail adheslves, C, tnt�rlor Ferrous Motals �ReinovW foreign matetla,l frum �, ► freely wilh ail hardware fun�.tir�ning properly. Re-adjust at with minimum 4" lap. Mechanfc.ally attachi into stud framing aealants, etc as reyuirQd fur praper installatlon. unpriroed matal witli wit'�t bnush and Cus� tls�q'� ' (�"��O� completion of the job if direcie�i by the Architect or Owner . wlth recommended type fasteners at 6" maximum spacing. , , �;� ,� , W �� - 2.03 Sf.TiINf NiA«RIALS D. Shop PrSmed Metals: tnuch-up shup primed� maCals ,���th a_. � � ' 3.02 CLEANING C. Curr,�� Eead, expansion Soints an� trim, atc: Ir�stall per ' prlmer slmtiar to thq axlsting. � � � � ` '�� ' i�dustry standa�ds at all tocations as required. Provfde A. ProvldQ portland cemer�t m�rtar lnstallatfori mater{als to . � � . r �+ �'� ' A. Leave doors in a job clean cond9tinri. Fi��al cleaning of recummeridation tu Architect far locations of expansiun � comply with ANSI A108.I as reQuired for instaltation mothed E. Interior zlnt CoatQd Mekal (Galvanixad SurtB:�es),i4 Mjas� ultti �_ , ,+ �� ���`j glass wtill be done under SectSon 0170C. �olnts, as r�ecessary. , desSgnated, unless otherw55Q Indicated. miner�l splrlts and primQ as specifled. - � �';: j� � _ � . . . , .. .. . .. . . . ' P ai� �` j SECTION 08710 FINISN HARDWAhE 3.02 At'PI_ICA7ION UF STUCLO BASE COAT 9. for thin-sat purtland teinenC mortar a�plScatfnns, use F. tnterlor Wood to ' e � � � �'" � �y i � . latex-portland cement mu�tar to comply with ANST A118.4, fintsh. Pill vo1 s an4 nafl holes' o€kar E�3 s.t ceat' },s:.� dx . � � - � ` PART 1 - GENERAL A . General : Comply with reference stanaards, Appty base coat � 1:1 Portland c�m�nt/sand c�augQd �+ith Latitrete 423) Tile using a.f911e� cu patl q , S: y.s' i� rr E, � � ,°; per mar�ufacturer's recommQn�ations. Setting Llquld, unlesS n�te� otherNise. tolor. � � �' � � �9 : , �T"a ,; ; Sheet Number � i.oi Qua�t rr assuRan�cE .. ; . , , : . � -. , 4� B. Mlx materials {n strict conforin5t with manufacturer's 2.Od GROUIING MATERIALS � � � ' �� ' ' • A. Supplipr Qualifict►tions: The hardware suppl �er �nust. have in Snstructions. ConCrol amount of aggregate used t� provide `}� � , �� �, � ,., � j , ; - h1s employ a regular n�ember, in yuod st�ndiny, of tr��� the exact amounts called for. , A. Grout: l.aticrete drybond grout and �o1nt fSll¢r yaugeJ "�'�"(� �" `, 1i ` � t��; : ,;.:� � Ameritan Society of Architectural Hardware f.onsuitants, who � , ? � with Latierete 3101 admix, unless specif4ed othar�wise by 1 �./ �' � ! Y �l 1rw ��, �.` "+ � � F._- _ shall be respo�isible for the dQtailSny, scheduling, and ,., � � ArchiCect or Inxerlur Designer. Mix as recommended by . , . . � t� 5 f ��!► �'�`;°'�` ; � ' , nrderin of the finish hardware. , manufacturer. Cnlor as seiacted by Architect. �,,, � . ;� , ,...,i. ., ' i 9 �, . , 3 , � , .- � ��.���' � , 8. Cleaner: Product specif ical ly attQptable lo ,manufactur�er ` ; � _? .� �,.�z �,' ` ; � .+. ,.. •;: ��,�.' of tila and grout manuf�tturer for appllcaCio,n inalcatpd $Y_....;'. � .. s�•�?�............... �?n'��C .7_ .�_ . , � �,�� �, � �;�;;' and as racomntEi�d�d by Nat{ona'1 Tlle Pro��atiorf FederatSon or ; � TM,f� : t ; - � � �� ,� Ceramic Tyle Institute. ' �m �'�v � ' , �{�� ,}�� r . , ��t��� 1 '� $ k. .dy �y�f� ,y. , � . . . . . . . . � ;�., ', �.' i��` .SC� � . � . . . {•,ii' . ..�� � . . . . . . � . . . . . .. . .. , , � .�. � - ' .�. - � " . ..'¢ Y�'•;�.`p�-�� �, r�..1� �?,�', ': , • . ; ,� : . . . , � . :: ..�- . .?:.' ' - � . . _ .. , � . .� s.ti . ' . .' . . .. __ . . _. __. . . . .. _ � - : . ------------ ---� -- -. ----__ -- - - - - _ . . -. .. ., _ _ . , _ _ - •k - . - - -:-� .-.. _ . .. , , > . . ..,•: :,-. 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P�'ovf�Q.o`� �s. serWtte:.'es�re u1r�d to G.al,ter�; tooking.`. �;. � . �::, ;�,� � �`.�; " " , unprimed metal w1.th wtre brush a�d dust clean. ` � , hous�►. Non•cSttutaEln t pe domastic h,ot water syatem , . 9. q , . .s PART 1 - f,ENERAI. � � Y � equipmer��� fft�paece�':an .aflpl�a,hc�s�. atc.-i .Prov.id� gaA. t •, - � , � . ,;,4< ,,;.y, tu bo (n Insulated p�p�npy, . CfiamRSttc hct watec shall , , . `` :- ;.: .: . . _� � , � " ' �, .r . +,:."w� �=.w , _ < ¢ � ui h .. ';�': : � _ � • ., . . t Serv.l4e and� industry. s�a,� ��'f1� �d �: R(�tSnfl� tti B�uCdoor da;c �:a, � . N. Exterlor Z1nc Coeted Metal (Galvanfxed _urfaces). Uash t �_ , . . 1 i stel at loc tions s. , � . �. - tse vSa gas flred bollers (s�A.arate frbm sp�ce h!a ing � . , ` oc Sor�s�' * ' on�Srmed b . Ow�er: ::�. .` `''' ' ,•� +�""`{'� '� , � minerat s lrfts. 1.01 Tub and shower enciasur�s s#t� 1 be n 1ed a �! . ,....; , P f i h � h _:.. - � , , - , n on the drawin s. All enclqsu�-es shatl ba u 1 a p t,.. � " - bo11e_r). but betkup capacity sh�ll b• provfded by heat , r qes artli. .l a.! a,� � Q•� ,' + , ; ,,;; ,, show g � ' , . - . . . , -,;.. . ��` -:�.�2 t�ti,. . . �. . . �0 _ . . . . � unlass shown or noted utheruisR. Enctosur�s shail h:a++a 4fDS5 @XCh8fl9�f Srr sPate heating boiler. A11 heaG '���,, ' 3.p2 uOR�MANSHIP � ,' ,:: . , r frames end clear tempered glass pef codes. ,,r ° QxthangQrs to be stalnless ste�tl. Provide �2) 50 i � � . _ 9a11on storege �anks for resSdential hot wat�r in aach ' �r� ' • _ 5 .;w � r �, , . A. Spread �paterials evenly without r�ns or saggin9 of ," OIYI'SIQ[� I6�-. E�.�CtR.��Al.; , ;��r � �i ' ` materSals. If the surfaces are not in proper shape for PART 2 - PRODUCTS y , �,n'. � t�n�t' . , ��^ ' ir r 6uild 'or refSntish befor•e roceedin with ` �" 2. �fater s�,pply and hock up for lcemekers as required. ' $ , SEC.TION I64a4 EtECTRICA� ' �. • � � �„ palntSng, repa , e f� 9 � , . ,. �. , the work. Otherwlse, be responsible for any poor wcrk 2.01 As shown on the drawings and QxcepC as s�aclfled in Olv{slon_ 15,- �' �° 3. Pro.vldQ end fnstall new plumbin9� f;.itturos end . � j ,, fittfn s as lven below, • . caused b Sm roper surfaces. • tub and shower enclosurRS shatl ba as manu�'actured by „�atdr+ln " ' �, � � PART 2 - SENERAL '$ ,;�: ' y N Bross. Fin4sh shall be manufacture�'s standard pollshsd brass �� 4: Centra huretidiflcation aE r�sSdential units. ' ' � ` , • v � - ' CoD�dinm'te desi9n uith mechanitai. and provide noisa ' n �"':� ' , , • �'� � rellave #605. Submit manuf�tturer s 1ltecature fof appro a by . ;.�� � ` ' B. The appllcatfon of the flrst coat does not _� - '. Architact before orderSn roducts. . �eftlgaClon for humidifler unit and oven dlstrlbutfon i.01 SUMf�1ARY respor�slbllSty for the base. Do not apply any c.oaCs on 9 P ,�; , ��'" ' f'�� '� r~ aither damp or wet s�rfaces and in no case until t,he bf hum4dlty throughout un4ts. ' , PART 3 - EXECUTION � ?`'� A. Electrical is under separata t�o thk Owner, ' ` + `� `�' �+�'°� � proce�d6nq coat 1s dry and hard. Spraad flnish evenly ard , '�� p*/�`' , t - � �.. �'•, a .a�y � �?. C• �E7t UI{ ''"� � d t r � . ats. Finish the 1ns llation of thQ wnrk of � horou hl brush out. Sand work between co . Pr{ r to roceedln w`th ta B. Owner and ElectrScal Sub G4ntract,or shall perforrn. iry,a r'.', � ,f, r*x`;1:`.�, `w�����r'^�4� � a y 3.01 INSTAII_AT10N � 1 � p 9 , u per and tower edgas of wood doors tt,e same as the face. �� � this 5attion, submit desi gn drawings end timeiy m�nner and shall be`' aYa�iat�le for cop,rdln�tionywlttt °_ a: � � . � �� �`� � '� � P Yhis work shall be done in all cases after doors has been � � , al lndicated. Ensure ro er spaClf�tations to the Arr.hitect fot� approval. other Contractors. *u:' ;;=� ,�y"� `�� �,�� �'��;,�W�'�,���gJ.�'"�� , fltt�d and are ready for final har,dling. A. 6eneral: Securely insta as p P blockin9 has been lnstailed. a. Fuily dQSCribe tho maCerlais and methpds proposed {" r;�} <'�r, *,� ��� 'r�4�� �'"� �� C. FinSsh coat shall he 1n cular as selected by Architect. , �u b8 uspd. ' s'fa��`�`� � ' � , ` � ,b y'' � s t ,�� N ����,�, , b. Include cataloq cuts of pTumb9ng and mechanfcal � '� � � �rs ��` �£' � . Tint primers to match finish coAt. ° P . fixtwes, trim and equipment. 1 � � f � � ��� 4 4`, `�' `,�+ r�'�na,t�, � ±. ' WI-� re a5nt or er,amel is rolled on, use a fine nap roller so DIVISION 11 - EQUIPMENT C. Show on the data that the design has been app�oved �, � x �h:. Y�Jr :� gd�k��f i�;J*4�t�,�' D. e p ---- by �ll governmEntal ag�nties having �urlsdictfon. �, �� , �' �'��q'Y*�s��� ���� �� �' a nearly flat or �range peel texture 1s c.btained. ' 2, Oesi � of plumbin installatSen shall include the . � `�' f'� (� � r��w�*� pivisian 1 - f,er;eral Requlrements appiies to work of thls dSvisfon. S� � � � �,��'� x � r' 6 ' 3.D3 COATING SYSTEM - 1NT(RIOR � � folTowin9: • • , �' � " ?; SECTION 11452 RESIDENTIAI. APPLIANCES � a. A i l was te p ium b in9 ta be in cas t 4 ron p i p e. ! t � �' �� 1�x��'�A� � A. Ferrous, ZSnc CostEd or Factory-Primed Metals - Painted: b. At l su p pl y plumbin g to be in co pper plpinq• 3° � h� c. Plasttic piping will ba accepted for vent pipin9 ^ �� � � � r��,��� * 'r FSrst Loat Primer cr Far,tory-Prime Ceat PART 1 -- GENERAL ' ��' � ry ' r���f "��*?' � Second Coat Enamel Jndercoat �ntY� � � c PART 2 - PRODUCTS K� ��� � �'��' � �� � ,�b �: r:;' ';'� _,. _..�,- Th{rd Coat ��mS-61oss Er�amel PART 2 - MATERIALS ' �� i ' � � , 8. Drywall - Painted: 2.01 RESIDfNTTAI APP�IANCES First Coat Sultable Frimer A . PlunibSng Fixtures and fittSngs: New fSxtures for Primnry -� � ,y ,� � S nces are s scifle� for each un1t. linit (Unit A) by plumbing subcont�actor as follow. All °� ' 3 � g` �4 y j 7 �+F�S I� Second Cuat Texture appl �cation by drywall A . The following appl a p ' y:; suhcontractur ManuFacturer and Modei No. : fix�ures to be white unless noted otherwSse. , , Third Coat I.aLex Flat (Semi-Gloss L-atex) 1 . Cacktap: Thermsdor SGCV36GK. 1. Kltchen: k r♦ * � �' � a. Kftchen Sir�k: Kohler °Lakefield" K-5924. ' �` f��', I� � {Enamel �t Kitchens and Batt�s) 2. Cool:top vent and 1r�take. ThErmaGor CV�536 (cabinet) ''-� ' ���ga,� �' � � and CV2236� b. Kitthen Faucat: Eurnplus (bla�.k/hlack) . ; ,� .���� � �,_# ' Fourth Coat Latex Flat (�em1-Gloss t_atex, c. Ois usal: ISE Madet T7SS. "• (CnameT at Kitchens ynd Baths) 3. �ishwashQr : KltchenAfd KUDS220T with ktit as required d. Instant Not: ISE GN38 Z + �"�?x�� l to receive custom wood panel front. 4. Trash Compactor: 15" wide KitchenAid KUCC151. ?. 8athroom 1-A: � 'T ��'��" � �' � C. Woodwark and WooC doors - Stain finish a. Lavator slnks: Kohl�r "Farminc�tor�" K-29�5. a�"r'� 'r it+" First Coat Stain 6. Double OveniMlcrowave: KitchenAld KEMS37hBL. y � H `� *' �' ' ,, Second f,oat Clear Lacquer 6. Refr`garator: Amana SBfl20K with trim k1t as rsquired b. �av fsucets: Moe.n 4344 w/ 14903 insarts. � Th1rd Coat Clear Lacquer Tor installatinn of custom wood panels on donrs. c. 1'oilet: Kohler rWellwArth° K-3520-EB w/ K-�1652 � � ���� � � r "�K�+ � • 7. Washer: GE u'vlA16T$M (white) . seat. f'olishad throme tr�m. � �' � �'� 1#� '��_ Sand with No. 00 sandpape�- between coats. 8. Dryer: GE DOG5888M (whtito) . " d. Bathtub: Kohler "Uillager" K-716 a/ K-71b0 � i �� . is osal: ISE Model IISS• see Divtision 15. drain. Polished chrome trlm finisti. � � �Y � '��st k`�} a �� � ; � � p ' e. Tub faucet/diverter: Moen 2235. - , Jltt{� r �e� 'Y � 3.04 COATiNG SYSTEH EXTERIOR + 3, Hathroom 2-A: � ,•„� ta�' � �,.� a� ri,� � PART 3 - EXECUTION � a. Lavatory 5ink: Kohler "farmtngton� K-2945. . -,, , �,� �, ;,. � A. ferrous Metals � `� � first Coat Factory Prime Loat or Prfiner. 3.Ot INSTALLATION b. Lav faucet: Moen 49db w/ 149Q3 inserts.. �` " ' � n 1 x erior. c. �o9iet: Kohier "Weitworth" K~352D-E8 w/ Y.-4652 ` '{ Y��` ``: Aik d Semi-Gloss Ena� e , F t � � j �econd Coat y ' Third Coat Alkyd Semi-Gloss Fn�mel , fxter��or, A. f,�nera l ; Ins ta l l a p p l l a n t e s 1 n a c c o r d a n G e w i t h s a d t. P o l ti s h e G c P i r om e tr�m. ; ' manufactw-er's Snstructions. Where required, remove stock � ci. {�atht�b: Kohler "Villager"' K-715 w! K-7160 1 �� ���• ` front anels and install tr1m kSts to receSv.e custom wood drain. PolisN�ed chruma tr4m finSsh. �� � 5 �ry � I I ' �4 �i'r �y�, h -s6''�, y.#,R� B. Zinc Coated Metal (Galvynizeil} : P i ` First Coat Galvar�ir.ed Iron Frimer. fronts. e, Tua fautet/dlverter: Moen 2235. � SeconQ Coet I atex Sem1-Gloss Ename�, Fxterior. 1 4. Bathroc,m 3-A: ' , ��'' {+{}� ��; . v or sSr�ks Kohlar "Yfnta e" K-2220. � � � -`' �`�' tj'.+' � Third Coat Latex Semi-Gloss Enamel , Exteriar . 8, Dal �very and Nandling: Deliver appllances 9n original crate a. ta at y 9 ,� , and certons. ?ake precautions to protect from d�mage. b. Lav faucet: Moen 4944 w/ 14903 inserts. � �` U ,: : Repla�a damaged appllences. c. ToilQt: Kohler "4lallwnfth" K-3520-EB w/ K-�552 J � § �� r' �j ,.�'�`d" i ,{�? i � `4'; r C. Redwood Deck: 7op , ' ' First Coat CWF. seat. Po7lshed chrome trim� r ' ,, � � Xe# � Second CWF. C. Utillty Connections: Conr�ect appl5ances to utltity supply d. Bathtub: Kohler "Mendata" K- 506 w1 K-T160 dr�ain. ' �• oints. � �:�. ;. Po11shed chrome tr1m P1nSsh. ^*'r � f� ' �z�;� 4' P , E. Wood Siding and Trim - `?emf-•Transparent Stained: , e. Tub faucet/dfvertar: Moen 2739. , ? t _ Y � k t t , . first Coat Olympic Oil Base Semi-transparent 0. P.emove all packing mater1sls ar,d operat1ons manuals. 5. Powder 8atfi A: �" r n als in secure � a. Pedestal stnk: Kchler "Chardonnay" K-2130. � � �� f � h , . staln. Apply tu all sides prior Dfsc.ard pack1ng matertials and sto a ma u � b. Lav faucats: I�ioen 4946 w/ id9Q3 inserts. ' 3 a �` � #' to instal ation. lccation until turned over to the Owner. � � � '':, ^ ,��'(� + �yq; , Second Coat Olympic Oil Base 5emi-kransparent; ' c. TuSlet: Kohler •San Raphaet" K 3397-EB w1 , ` staln. After lnskallation. pollsheQ brass trlm and fittfngs. �'` � � 6. Master BakM A: �d.i'' �`��'"�"" �. �` _- � S a. tav3tor sinks: Kohler °Farmin tcn" K-2905. � . �� [C�Y �f" `' ��� e � f - i of Wood Decks - OIYISIGN t2 fURNI NING y 9 F. Wood Tr ,m and Bottom S1de and Under r,�m ng - - 1�l-.1p�' r #�r��c�, k4 Solid Stai�ed: ^ b. lav faueets: Moen 4946 w/ 14�03 lnserts. a ir t oat �ulid b�d . A 1 riar to ,' t. Toilet: Kohler "Ssn Raphael° K-3397-FB K/ 1 � 5 ����t '�+' F s C y pp y p DSv7stion 1 - Gpneral Reguirements applg�s to work of th�s dtivfsfun. � I � ��, v polished brass trim ar�d ftittih s. �,, � s, '� '� }b installatior� on all s5das. �i., S a Tub: Jetta. J-6 wl pol�st:ed Grass trim anA � . ��,�f �r���� �� ' � SELTiON 12's90 RESIDENTZAL CASEWORK � , p econd f.oat So11d budy. Apply after f1ttings. � � � � ° � , ;:�,r fnstallattcri. � e. Tub faucat: Mo�n 6991-P w/ 14903 inserts. ��P ' , PARF 1 - 6f.NERAL '� f. Shower valve: Moen 2926 valve wl 14903 inserts � •3 ''�_' ��, 3.05 MISCFLLANEOUS RFQUIREMENTS � and 94398 shnwer arm and head. � T � r � F <>. �,':_ 1 .01 Sl18MITTAI.S - A. Fireplaca Flue Caps Abave Rouf: Faint steel stack j g. Master Bath Stzam: Kohler K--1559 rt/ po195hed � . ra s: Submit Sho Dr�win s in accordance i brass f5ttings. Ver9fy a4equate for size of y � T � s�+�#t��� ; � hea t-•res Ss tan t s tac k pa�n t: S he rw i n-4 1 1 1 1 9 a m s S W S t a c k. P a i n t A. S h c p D w i n g p � � with as ,haltic base ar e-. ual . witfi S�ction 01300. � s teams hawer: �}�h ,''s � : ( � 1 py h. �hower door: K�hler K-58�9 wl polished brass {� F� � ,�� � s � �t �;'�` , . B. Sam ies: Submit sam ies of lastic �aminate arzd a flnfsh. ha roUf ir.cludin p P p , s he rawin s. � ' r � "a'� b'ect on t r t( er t . 0 et 1 o s o.a on ;"�_ r.. � :':' J Y'� e + 1 +� 4��Y' ,: B. Ob}�acts on Roof: Paint m a � _ 9• _ but n��t liinitied to, flashing, vent.s, atc . , :ys s��acified cabir�et ffnlshes for Architect's selection. j 7. Frust proaf bibbs: L p 9 � under ferraus zinc�-r.oatE�d metals. ` � .� ��{ ,�` _ ' B. Plumb1ng Fixtures arid firtings: N�w fixtures for Sec.un�iary � "'"�� � PART 2 PF6DllCTS A ' � �� f �i'�� C. Oti-�er Exterior: PaSnt all miscellaneous exter '�cr grilles , Un1t (UriSt 8) by plumbing subcantractor as fo71Gw. All �` � i � �`��",�` 2.01 RESIDf.NTIAL CASEWORK fixturas to be whlte unless noted ott�erwlse. ' � � '. ' �'�N°°���` � ` vent taps, etc tu malch adjat�nt, maL'erials as directei by , l. KStchen: k; £ �9 ����� A r c I'��t e c.t . ,' ; y. , �; t �r ,� ,x A. AWI Custum Grade: Wood spac5es to b2 clear red oak. �. K{tchen Sink; Kohler °Lakafteld" K-•5924. �.;� r ��: � � �' � Ott,er Interior: Paint all ceilin dn3 wa11 reg9sters, � Finish to match trfm. h. Kltthen Faucet: Eoroplus (blackiblack). ' , , ° � ' �x�� � D. 9 at.cess dc,ors, misteller,euus tri�n, etc . iu matth adjacent 1 . Eur-opean box styl� with full flush overlay doors c. Oisposai; IS[ "Model 77SS. " r" aterials as directed G firchit�ct. and �irawer fronts wfth raised panel arched doors. d. Instant Hot: ISE GN3B { � m Y 2. Sathroom 1-Dr � ',� n ��, k a. �, �T�r�;r_�' #���, r: 2. Red Oak. i ¢ � �' ' 3.Ob CLEAN !JP 3. Melamine 9nterlors. a. Lavatory s9nA; Kahler "Farmington" K-2905. � ° _ ��" `` � � 4. Bium european type hSng�s and standar-d hardware as b. Lav faucet; Moen 49A4 w/ 14'�03 inserts. c. To11et: Koi�ler "Weliworth" K-3520-EB w/ K-4652 ` ��'�, ���s���,� fx�^���� A . At the complE�tion of thc wurk, removc: surpl,�s m3terials, selected by Owner . �' ��� ��F staging, rubbish; clean off paint, varnish, stains from 5. Cesign to include light skirt and cornice trlm at , seat. Polished chrume� trSm. " " '' �"�" floors, glass, walls, h�ar�wa+��; and leava the prem5ses in cabSnet tops as shown on the Draw1ngs. ; d. Bathtub: Kohler "V911:�ger" K-116 w/ K-716U " � clean cunditicn. 6. Inc.lude match9ng appliance panel lnserts as drain. Polished chrome trtm finish. _ requirrd. ' a. Tub faucet/diverter: Moen 2235. '; pCo ri M 3. 8athruc,m 2-(i: � 2.Q? COUNTERTOPS, BACKSPIASHES, ETC i a. Lavatory sSnk: Kohler "Farmin ton" K- 29C5. � Arpno wathmey/Pratt GIViSIGN 10 - �FCCIAl.7?FS b. Lav fauc.et: MoEn 4944 w/ 1490� lnserts. �: , Archit s,P.C: -- - ---- A. Coord9nate for Snstallatio�� of a11 c.ountertops and � c. Toilet: Kohler "Weliworth" K°352�-EB wl K-4652 AIIRigtsReseroed ' backs lashes as shown on the cirawin s. � seat. Pulished ct�rome trSm. , � Division 1 - General ReyuSrements a��plies to work of thSs division. _ �' 9 d. 8athtub: Kuhler °Villaqer" K--715 w/ K-71f,0 � Thisdocument,andtheideas � and designs incorporated ` . SEC7ION 10305 I'REFABiiICAlED FIREf'LACES FART 3 - E%ECU?1�iN drain. Pullshed �h�rnmp trim flnish. , , herein,asaninstrumentof e. TuU faucet/diverter: Moen 2235. professionalservice,isthe � � , , , � 4. P o w d e r B a�h B: � roperty of Arnold/Gwathmey/ FART 1 - GF_NERA� 'i.01 I,J�TA; ,.ATID,J a. Pedestal sink: Kohler °Chardonnsy" K-2130. �rattArchitec�s,P.C.andis r . ' b. Lav faucet: Muen 4946 w{ 14903 inserts. . A. Gener-al : Install Sn accordance wSth manufacturer' s nottobeuse�'J,inwholeorin � part,without the written 1 .01 pUALITY ASSURANCE � r�coromer�dations . Spk casework levQl and secure tu � c. Toilet: Kotiler San Raphael K•-3397-E w ' . A. Regulatory Requir�:ments: Fireplace, Flue and Accessnries: floors and walls. Provid� cunnecting anG attaching polished brass trim and fittin�s. : authorizationotRobeRL. � ' Listed and appruved 6y UL and ICBO. �'QV�CP.S, r.losures, and trirn as r2qulred. Install � 6. MastFr 8ath B: t Arnoid,EdwardM.Gwathmey ` Jr.or Henry Pratt. underlayment as may be re�uired for all countertops. i a. Lavatory sinks: Kohl�r "Farmir-�gt�r�° K-2305. b. i_av faucets: Moe� 494b w/ 14903 Sns�rts. " 1 .02 PROGUCTS - t . Toilet: Kuhler "San Raphaet" K-3397-EB w/ � ' 7.01 FIREPLACE AND ACCESSORIES ' pulSshed brass tr•im and fittings. DIUISIGN 15 ° MECHANICAL AN(1 FlUM6ING ; d. Spa Tub: Jetta J�-7 w/ pollstied brass trim and , A. Living Room: - -- --- - � f5ttings. , q. 1 . Unit A: Sup�rior ST3�340-i . Provide in all black witt� FART ; - C,EyCRAt _ e. Tub faucat: Nnen 6990- P. �ate �i� � � II glass duurs, outside combusticn air kit, d��uble wall f. Shuwer valv�: Muen 2926 va�ve w/ t4903 4nserts � flue and star�dard chimney termination. 1 ,01 SUMh1ARY arid 9439A shawer arm and head. ' 2, tliiit D (Sccondary) : Superior RO-3t?p0. Frovide Sn all , g. Master Bath Steam: Kohler K-1559 w/ pollshed RP.VISEidt black with glass d��rs, uutside co�nbusCSon air kit, A . i'rovide cc:mpletr dest�n, >ecure all necess�ry pern'�Sis nnd Urass fittings. Verify adequake for siie of double wall flue anJ st.�nd�rd <himney t�>rminaiion. apuro�als, and providP a complete mechanlcal system for the steamshower. �I � t ar�as shown on the �rawir�gs, oper�ting, tested, and h. Shower door: Koh12r K-9809 w; palished brass B. Masker 8edrooms (both units): Superiar GHf,5DQ0 gas approved. finlsh, !' appliance. Provide in all black wlth ail glass doors, fan 7. Frost proof bibbs: Lucatlons per the DraNings, � , kit, combustion air kfl, required type B ver�ting, chimnoy B. Relatad work: � conQ and standard termiration. Cuordinate i+istallatinn with 1 . Document; affecting the work. of this Section include, FART 3 - EXECUTION � , ; elactrical sub�t.ontractor. but �r-e not necessar9ly limited to, General �� - Conditions, SupplemFnkary Condltions, and sections fn A. Rough-ln for plumb5ng fixtures and fittings per " � FART 3 -- EXECUTION Qivislnn 1 of thfs m��nual. mar�ufacturer's Snstruct9ons. Instail ftixiures ancf fittings � ?. io Snclude all permits, sal,�s taxes, and frei��ht to a�id p�otect frnm damaga unCi1 actept�d by the Owner. ' 3.01 INSTALLATION job s�te. $. Rough 1n for refrlgerator lcemakEr bnd connec� to � "'? ��'� A. General : Install in accnrdance with marufacturer's 1 .02 OUALITY ASSGRANCC rafrtigerator as required. . '4 . ^� . �. �; ,,,tit� '����' ��.'� �`��"t ' recommendations and in c�,mpliance witt� epplir.able codes. , A , l)se adequata numCers of' skilled rraftsmen thbr•ouyhly , C. Provide and install watEr meters with remote read-GUts. ` �'" "`��y ' �`� : 108�0 BATH ACCESSGRIES fymillar w5th the specified materiats, methods, and � r ' µ F�`r � ' . .; ,.•R �4 '�e�l�'1,. - reQu1remenl:s needed for proper performance of the work of D. Insta�l new boSlers and vents. Ir�statl ductwork arid � EDINARD M. th�9s Section. � insulate to provlde eff iciEnt arid quiet operat'�a�. '�� . PART 1 - GENERAI , �;�, � ,: El, Except as moy oth�erwise be called for on tl-�e �rawin3s or in E. 8alance system at cumpletion. , it GWAT{���{�, �R.. � � 1.D1 SCOPE OF WORK . this �ection, prov5de only such materials and met�uds as are `' ' � '2301 A. As shown on the Clrewir�gs. re.auired to comply with pertinent requiremEnts of tha F. Prnvlde operatlon and malntenance manual and as-buflt x�` gotierr�merit;�l ag�ncles having }urSsdlction. drawSngs fnr ali work. � � � ' PART 2 - MATERIALS � � �F.;, � Ur{G ��L 3 . ' :,� � p� � 1 .0 3 G E S I G N �,at. ,p,l,.l,. D�-�A.""�= i N �ZAW�-..,�' � .� �i� ',.� s � A l� �� p 2.O 1 �R 0�U C T S "f0 ��E 11^�L.�'cT�`U . .. . ; A. MECFiANICAL: ` - , j, A. As supptied by the Owner. See Secttcn 01005. 1 . hlechanical subcontractor to design-build gas flred �1 Au.,, P,�ur1gir.� N �� �c.�-roe� I�`�I,JLJ�E.(� - � �'' ducted air system for e�9ch house wjth c�ntrautlat ��� T N - �� '?���"��S�W�EEI-�E������.- , f'ART 3 - EXECU110N hum5dification. �Upply shall be via floor o s �U�CO��1`� �- ��� • � w l t h p a�n t e d r e gisters. Zones are as follaas: � ' rtim�r Unft: 3 zones Tus ara e ione. � �i S h e e t I V u m b e r 3.0 1 1 N S T A L L A T I O N a. P � y p 9 9 b. Secundary Un1t: 2 zonos plus garag� zone. � �� �, �'�► `�� � r . ' A. General : Securely install as indicated. Provide an�� 2. 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SQf PSF C. LAMINATED BEAMS F100R JOfST RE: PL4N W/ 2X CONT. W/5/S" � � ..� � .� �.. � . SIMPSON LB HANGERS RE: PL41J ��� - 1. ALL LAMINATED MEMBERS SHALL BE FABRICATBD OP 2 X CONT. W/5/8" D1A. X l0"A.B. o 0 0 B. TYPICAL PLOOR . . . . . . 4�) PSF � X 10° A.B. �4'-0 _ I o0 u0 c0 ��� � DOlJGLAS PIR LARCN AT 12 PERCENT MOISTURE CONTENT � °OO�O°°QI¢op°OO — � '+e-.. � � � •a� �.... �... 4„ � C. WIND IN ACCORDANCE WITH WCLIB. ALL S12ED SIiOWN ARB �4-� II I— ' '� • 8" °O o,00 0,00 0, f 1. BASIC WIND SPEED . . . . BO MPH N6T. - LS X 5 X 1/4 W/1/2" 2-���� = � c ° °� ° °b° 4+� 4" S.O.G. W/ 1/2" ,� • OO°O�OO°O�O°°0o - - - 2. EXPOSURE . . . . . . C DIA. X 5 D(P. A. � 4'-0 � 2. LAMINATED MEMII$R SHALL BS DETAILED AND FABRICATED 150. JOINT RE: ARCH FOR LOC„4TION 4" CONC. SL4B- (2)-�5 CONT. I D. EARTHQUAKB . . . . . . 20NB I IN ACCORDANCE WITN THE STANDARD SPECIFICATIONS FOR ON-GRADE ON III IIII THE DESIGN AND FABRICATION OF STRUCTURAL GLUE =IIIII 4" GR4VEL BASE • II— 2. NON-STRUCTURAL ELEMENTS: LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY � � = IIII A I T C. — �5 � 2'-0" X GRAVEL BASE A. ELEMENTS SUCN AS NON-BBARINC PARTITIONS, ETC. ATTACHED 3. PROVIDE UNITS CONPORMING TO AITC 117, 22FV8, D.F. , � � �°"b� � "�• 2 - �5 CONT. ,j•-Q �S � 2'-O" TO AND/OR SUPPORTED BY THB STRUCTURE SHAI.L TAKE INTO • ' • ACCOUNT DEFLECTIONS AND OTHBR STRUCTURAL MOVEMENTS. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV3 c0 odo0 o�c0 0 • �� �5 � 2'-O POR SIMPLS SUPPO�2T MEMBERS. MEMBERS SHALL BB pov�apov Rov� � I�I� • � DESIGNED WITN 2ER0 CAMBER NITfi TOP SURAACE CLEARLY IIUIIf II 111 + , 3. FOUNDATION3: _ , • �5 � 18" HOR. N ���j . STAMPED ON EACH MEMBER. „ A. THE ALLOWABLB SOIL BEARING PRBSSURE ASSUMED IN DESIGN — . " " � k�' ���� IS 2000. THE CONTRACTOR SHALL RETAIN A LICENSED SOILS D. P LY W O O D DEC K A N D/O R Y IAFE R B O A .�1 =�I I ° • 2 X4 KEYWAY 2 X 4 KEYWAY�7YP.� � , �xN ' '" � ' ,, �h.' / . ��'•� ENGIN$ER TO INSPECT THS FOUNDATION EXCAVATION. SOILS � =III �5 � 18" VERT. =IIIII �5 � 2'-O" X � "�` • ' ' �t� :�; ENCINBER SHALL VERIFY IN WRITING , THE ACTUAL SOILS 1• PANkL THICKNESS SHALL B�p:AS SHOWN ON THE DRAWING. ' CAPACITY IS EQUAG TO OR GREATER THAN ASSUMED. APPLICATION SHALL B8 IN ACCORDANCB WITH -- - �GS ' I IIII � � �',� pµ � RECOMMENDATIONS OF THE AMBRICAN PLYWOOD NOTE: JOISTS FRAME 18��� ALT. O ' . • ; � $. ALL FOOTINC BEARING ELE'VATIONS SHOWN ARE ASSUMED. ASSOCIATION. CONC. FOUND. WALL • OPPOSITE DlRFCT10N ..� EXACT BEARING EL$VATIONS SHALL BE YERIFIED IN THE F�ELn REINF. RE: SECTION 3/S2 � S1M. SECTION = ___�_ s„ SIDES 2 - 5 CONT. WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF 2• EACH PANEL SHALL BE IDENTIFIED WITtl THE , _ _ �— 2 - ,�S CONT. — " � � � � �� GRADE-TRADEMARK OF THE AMERICAN PLYWOOD � IIIII= � SOILS ENGINEER AND ALL BOTTOM OF FOOTINGS SHALL BE A pSSOCIATION AND SNALL MEET THE REQUIREMENTS OF e e • =�III=IIII �I�I RE: PL4N �Y � s� MINIMUM OF 48 BEI,OW EXTERIOR CRADE. U.S. PRODUCTS STANDARD PSI, LATEST BDITION PoR • MATCH VERT. RE/NF. � . "''• 1, C. ALL POOTINGS AR$ TO BE PLACED ON FIRM, UNDISTURBED, PLYWOOD. ALL PANELS WHICH HAVE ANY EDGS OR � =4 SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL LEGS ALT.SIDES � . � � '� ; ' NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED �8�� BY THB SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO BE OF THE EXTERIOR TYPB. � u� 95x (MINIMUM) STANDARD PROCTOR DENSITY UNLESS OTHERWISE � ��G I O�I q 6 ��G I O � I � ��G T I O�I ' � �� „ RECOMMENDED IN TH8 SOILS REPORT. IP SOPT SPOTS ARE 3, FOR FLOORINC USE 3/4 " T&G STURD-I-FLOOR SHEATHING T I �� T 1 ENCOUNTERED REMOVS SOIL AND RECOMPACT WITN APPROVED NAILED AT 6" O.C. ALONG PANEL EDGES AND AT 10" 7 �' FILL. ALONG INTERMEDIATB SUPPOR'�S. � � �� 3/4" = f'-0 3/4" 1'-0 3/4" = 1'-0 �, " �' ,. D. DO NOT PLACE BACKFILL AGAINST IIASEMENT WALLS UNTIL 4. FOR ROOF USE 3/4" T&G 48/24 APA EXPOSURS I SHEATH- ' ((� - BASEMENT FLOOR AND PIRST FLOOR ARE IN PLACE. ING NAILED AT 6" O.C. ALONG PANEL EDGES AND AT 12'� `+� ` �� ^+ ALONG INTERMEDIATB SUPPORTS. S/MPSON LC8 EXT SND WALL � / � � a,, $. CENTER ALL FOOTINGS UND$R WALLS. COLUMNS OR GRID LINES POST 8,4SE ° UNLBS� OTHBRMIISS NOTED ON PLANS. $. EX2ERIOR WALLS SHALL HAVE 1 LAYER OF 1/2" EXP4SURE —cn— FLOOR SNE4THING � � �rr fi `�.. � ,, 4- . �. CONTRACTOR TO PROYIAB. AT HIS EXPENSB. PIELD D$NSITY I SHEATHING NAILED AT 6" O.C. ALONG PANEL EDGES. 2 X CONT.TREATED JOISTS RE: PL4N W/ 2 X CONT. W/5/8" 4" SI�B-ON-GRADF � (� � -� '� F LL UNDER FOOTINGS AND INTERIOR SHOWN W/5/8°DUl.X1O" SfMPSON LB HANGERS � X 10" A.B. ON 4" GRAVEL BASE "' � F p ` !` �`' TESTS ON COMPACTED I 6, DIAPHRAGM SHP.ATHING SHALL BB THL� THICKNESS SLABS-ON-GRADB. A MINIMUM OF 2 REPRESENTATIVE TESTS A.B. �4' O � 4�-�" � � SNALL BE TAKEN POR F.ACH FOOTING AND SLAB-ON-CRADE. ON PLANS WITH THE PACE GRAIN PERPENDICULAR TO PROVIDE 1/2" � SUPPORTS WITH END JOINTS STAGCERED. (3)-� 3 TIES STEEL SHIM (2)-�5 CONT. W Q ��•� ��,�y f; G. NOTIFY SOILS FNGINEER WHEN EBCAVATION IS COMPLETF.D SO 7, INSTALL SUITABLE EDCE SUPPORT BY USE OF PGYCLIPS, � ` � ,Y THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OP 2 - �5 CONT. — I � � � �� � � ( � � ? TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING . V�'' �' ANY FILL OR CONCRSTE. BETWEEN SUPPORTS. -'l �� • o orJuc abc orJcc obo ` '�`y i ( LS X 5 X 1/4 W/1/2 ' O° 0�0°�'000°�'Om�0� �y' �, � a:� 4. CONCRSTE: e. 'GENERAL: 3„ �_ 12" DIA. SONOTUBE LS X 5 X 1/4 W/ DIA. X 5" DCP. A. � 4'-0 • = �:� �. A. ALL CAST-IN-PLACS CONCRST$ SHALL BE MADE WITH TYPE _I�I I I�) C O N C R E 7 E P I E R W/ 3/4" DIA X 8" IXP. • RE: ARCN FOR LOCATION _ �' I PORTLAND CCMENT. STONE AGCREGATE AND SHAGL A• ENCINEER�S ACCEPTANCE MUST BB SECURED FOR ALL 3'� � " �— (4)-,�5 X A. � 4'-0 RE: _ � A UBSTITUTIONS. III � �`+ � a �', S T R U C T U R G s 3,� '. • I INTO 9„ ARCH FOR LOCATION I I II 1/2" ISO. JOINT W � � DBVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. . � . ,. IIII FOOTING ' IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL g, VERIFY ALL OPENINGS THROUGN FLOORS, ROOF AND WALLS WITH �� , PROVIDB OWNER IiITH LSTTER INDICATING�COST RSDUCTION AT MECHANICAL AND ELECTRICAL CON'fRACTORS. VERIPICATION OP �3 TIES � 16 , : � ; � ., TIME OP BID. LOCATIONS, SIZES, LINTELS, AND REQUIRED CONNBCTIONS ARE � . ' �5 � �8" HOR. ` � "� 1"'� � � CONTRACTOR'S COMPLETE RESPONSIBILITY. —II ' • � IIII �5 � 2'-0" HOR. III— � � B. CONTRACTOR MAY P4UR SLABS-ON-GRADE CONTINUOUS AND , . . IIII ` i t�� � H SPACE 15 FEET AND I ' ' REINF. -III . �` { � � ' ' SAWCUT JOINTS. JOINTS S ALL BE D C. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD I i ' .• � �� RE: Pl.4N 5 � f 8" VERT. � °'� SAWCUT 1 � DEEP X 1/8 WIDE 41ITHIN 12 HOURS APTER POUR- EXPOSED TO TBE EARTH. Z . , • � . , � . • � 2 X 4 KEYWAY � +`�,*; � + ING. CARRY ALL SLAB RBINFORCEMENT THROUGH JOINT. • • - ' ,.� � • 2„X4"KE?'WAY �w' � �. C. SLABS, TOPPiNG, POOTINGS, BEAMS AND WALLS SHALL NOT D. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR a . '� � • ' ' ' • , ' . ' REVIEW OP ALL REINFORCING, PRECAST CONCRBTE, STRUCTURAL � ' IIII �5 � 2'-O" VERT. IIII "' � 'r.� ' HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CON- STEEL, LAMINATED WOOD FRAMING MEMBERS, TRUSS JOISTS AND � , , _ ��" — Y ('�y � � �. CRSTE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH OP ANy • •, � . . • MATCH VERT. REINF. _ ____�._ _ ° � � `�"� �� }',� METAL DECK. THE MANUPACTURER OR PABRICATION • — � w ' VERTICAL BULKHEADS AND HORIZONTAL SHEAR KBYS UNLESS ITEMS PRIOR TO WRITTEN RSVIEI� OF SHOP DRAWINGS WILL sE _ _ � = �cs A�rsraES 2 - �5 CONT. III) _ ` '^; f ; ' OTNERWISE SHOWN. ALL CONSTRUCTION J07NTS SNALL SE AS ENTIRELY AT THE RISK OF THE CONTRACTOR. IIII=IIII =III III 18" IIIII=—IIII== =III ' ' `� � ' W Y ENGINEER. R�� P�N -IIII= • "' 2 - S CONT. �, � � � ,�� DETAILED OR AS RBVTE ED B TH6 L _IIII IIII � 1 � D. ALL CONCRETB WORK AND REINFORCEMENT DF.TAILINC SHALL BB E. WATERPROOFING, VAPOR BARRIERS, WA'fERSTOP. ETC. , SHALL = BS AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDI- 6r, �5 O 2'-0 �r�. � �4�,� -IIII NOTE: 0 SIM. SECTION ` � IN ACCORDANCE WITI{ ACI BUILDING COD6 318-83. UNLESS CATED IN THE SPECIFICATIONS. NOTE: NO CONCREIE PIER � SIM. SECTION NOTE: �; SIM. SECTION, JOfSTS FR,4ME OPPOSITE DIRECTION CR,4WL SPACE IN UEU r (�} �' ' � j�� NOTED OTIiERWISS ALL EXPOSED EDGES OF CONCRETE WORK 18° LEGS ALT.SIOES OF SL4B ON GR,4DE. V !: s; �Jh.; " i• SHALL HAVE 3/4 INCH CHAMFBR. USL STANDARD HOOKS ON F. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CNECKED N L N (� DOWELS UNLESS OTHERWISB NOTED. RCHITECTURAL DRAWINGS. G O O n � G O � " ' � V1'�' � � - AGAINST FIELD A S� T I I � 1 6 � T I I � , » = s��T�oN 6 ,, , � ��,� .�� � 5. R6INFORCEMkNT: C. ALL STEEL BEAM TO BEAM OR COLUMN CONNECTION PLATES 3/4 1'-O 3/4 1'-O , . SHALL BE WELDED TOCETHER UNLESS SPECIFICALLY NOTED 3/4" = 1'-O 'I A. ALL RSINFORCING SHALL BE HIGH-STRENGTH DEFORMED •BARS � ~. �� r:,, ; " OTHERWISE. �('� { � ; COiVFORMING TO ASTM A615, CRADE 60 EXCEPT TIES, STIRRUPS '`��,° .{' ' . � x ' ' AND PLATB ANCHORS WHICN SHALL BE DEFORMED BARS. ASTM- ��`, (' + � DESIGNATION A615, GRADE 40. a ` x-•S '` { EXT. STUD WALL ` �"�" �.h '� , B. WELDED WIRB PABRZC SHALL CONFORM TO ASTM A185 AND SNALL �2�-�5 CONT. '" � BB LAPPED ONE PULL MESH AT SIDE AND END SPLICES AND 1/2" WALL FLOOR SHE4TNING �} �,,�. °'� ' � WIRED TOGETHER. SHFI�THING ' �� ONE SIDE �5 � 18" HOR. JOISTS RE: PL4N W/ �; �� � �'� u 2 X 6 � f 6 LOAD BRG. WALL ' .} ' � C. POLYPROPYLENE FIBER REINFORCING SHALL HAVE FIBER LENGTN �NLY) 2 X CONT. TRE4TED EXT. STUD W,4LL SIMPSON LB HANGERS +•' a 't�'; COORDINATS WITN ACCREGATE SIZE AS PER MANUFACTUR$R'S W/5/8" A� X �O° � '� `,'�� RECOMMENDATIONS. AMOUNT OF FIBERS SHALL BE A MINIMUM OF A.B. � 4'-O" = I �5 � 18" VERT. *". `r . .�`+�g i 1.5 LBS/YRD 3 OF CONCRBTE OR THE AMOUNT RECOMMENDED BY `;. � 5 ' �r;.` ' THB MANUAACTURER WHICH BVER IS GREATER. 2 X��coNr. rREarEO, W/ - z "+ �k i 5/8 �X 6 A.B. � 4 0 LS X 5 X 1/4 W/ 2 X CONT. TRF�4TED ' ,� ,, � � ; }, z ; D. RBINFORCEMENT PROTECTION: { 1/2" DIA. X 5" DCP. JOISTS RE: PIAN W/ W/5/8° � X �0" , . � � . fi ,.. 8" CONCRETE STEM SIMPSON L8 HANGERS A.B. cD 4'-0" a �' `�� � '�` { } �a �' ' I. CONCRETB POURED AGAINST EARTH . . . t 3' WALL RE: SEC770N A. 0 4'-0 ; � z Y?�: ' � � 1\S2 FOR REINF. t �� ' ; °` �'� MATCH VERT. REINF. — I 2. CONCRETE POUR£D IN PORMS (EXPOSED TO WEATHER oR = � ' LEGSALT.SlDES . (2)-�5 CONT. t . . 2�� l8" ���� � . , ; * EARTH . . . . . L _ LS X S X 1/4 W/1/2" � } " ' ; � -III .- DIA. X 5" IXP. A. � 4'-0 a '`' '` � `s ; 3. SLABS AND WALLS (NOT EXPOSED TO WEATHER) . 3/4" sl� .�lY �' III= RE: ARCH FOR LOCA770N S. NO SPLICES OF REINFORCEMENT SNALL IIE MADB EXCEPT AS IIII , ` � ` -- DSTAILED OR AUTNORI2ED BY THE STRUCTURAL ENCINEBR. LAP . ' " SPLICES, WNERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR REINF. CONC. �5 O 18 HOR. IIII s �Copy�9h�t D. MAKE ALL BARS • . I' �, -III ' , : Amoic�/Gwathmey/Pratt DIAMBTERS UNLESS OTHERMIISE NOTE FOO17NG CONTINUOUS AROUND CORNERS. , Z X IZ I� W�'/L���k�0�� " . ArChitects,P.C. , � pc�. �aLv ;� All Rights Reserved F. PLACE TWO !15 (PER B" THICKNESS) WITH 2'-0 PROJECTION , — �S 0 12 VERT. �I.OU��{S� �e.' PI.1'd`I IIII ��� ��� e.: _ N�/SINP�K � ��S This document,and the ideas AROUND ALL OPENINGS IN CONCRETE WALLS, SLABS, AND = (2�-�5 CONT. o =III � II�IIII AND 2x IZ LEL�E�W/ I/l�� anddesignsincorporated BEAMS. ALSO PROVIDE TWO Ii5 X 4'-0 DIACONALLY AT EACN _ M1 , + h9f@ifl,asaninstrumentoi �� ° D� X (d' EXP A � 18�� professional service is the CORNER. =III IIII � � � MATCH VERT. REINF. _ � . ° ' 2 X 4 KEYWAY Pratt A ch teActs�P C d 1ley, G. CONTINUOUS ToP ANrD BOTTOM BARS 1N WALLS AND BEAMS SHALL NOTE NO CONCRETE STEM WALL � SIM. SECTION NOTE: JO1ST FRAME 2 X 4 KEYWAY (i?'P.) LEGSALT.SIOES — _ = nottobeused,inwholeorin BS SPLICED AS FOLLOWS: TOP BARS AT MIDSPAN, DOTTOM OPPOSITEDfRECTION -III =III IIII =IIII (2)-�5 CONT. paR,with0utth9wfitten RE: PLAN authorization of Robert L. BARS OVER SUPPORTS. R QUIR� 0 SIM�SECTION 2 - 5 CONT. �8'� Arnold,Edward M.Gwathmey H. PROVIDS ALL ACCESSORIES NECESSARY TO SUPPORT REINFORC- (/ O � � � Jr.prHenryPratt. ING AT POSITIONS SHOWN ON THE PLANS. ALL REINFORCEMBNT ��v T� N 1 1 6�� s��T�a N � TO BB HELD SECURELY IN PROPER POSITION IN ACCORDANCE s��-T-�o� -� WITH ACI 318-77. 3/4" = 1'-0 3/4" = l'-0 6. STRUCTURAL STEEL: 3�4�� _ ��-� NOTE: � SIM. SEC710N, JOIST FRAME OPPOSITE DIRECTION. Date, 2" ���°I � A. ALL STRUCTURAL STEEL SHALL CONPORM TO ASTM SPECIFICA- TIONS A36 EXCEPT PIPE COLUMNS WHICH SHA[.L CONPORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRAD6 B, LATEST 4" SL48-ON-GRADE P•VISP� . EDITIONS. ANCHOR BOLTS SNALL B$ A307 STEEL AND MISCEL- ON 4 GRAVEL BASE LANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. 2 X CONT. W/S/8° EXT. S7UD WALL �� ^ . I� �X 10"A.B. (2)-�5 CONT. r � i�I B, STRUCTURAL STBBG SHALL BE DETAILED AND FABRICATED IN STUO WALL 0 4'-O" V ��/' ACCORDANCE WITH LATEST PROVISIONS OF AISC "MANUAL oF (LOAD BF�4RING) �5 � 18" HOR. STEQL CONSTRUCTION." � (2)-�5 CONT -- - -� _- — 2 X CONT. 7RF�4TED C. UNLESS OTHERWISS NOTED, USE STANDARD FRAME BEAM SHEAR ' � WI J`/8'� � X 10" CONNECTIONS' WITH STEEL BOLTS OR WELDED eQUIVALBNT. ° �OO°��OO°��Op°��0� A.B. � 4'-O" _ I �5 0 18" VERT. 2X CONT. TRF�ITED • O� OoOO°OoO�°Ooo�DOo SELECT CONNECTION AT EACH SPLICE TO SUPPOR'� 60x TIIE CONC. SLAB- PL. W/5/8" DIA. X . TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN �; BEAM AND ON-GRADE 6"A.B. � 2'-O" _ IIII LS X 5 X 1/4 W/1/2" SPAN POR NON-COMPOSITE MEMBERS. �. � IIII DG4. X 5" IXP. A. 0 4'-0 4" SL4B-ON-GRADE ON 1/2" ISO. JOINT 4" GRAVEL BASE 2 X 12 W/ 1/2" DIA. RE: ARCH FOR LOCATION ��ui�rrrr D. MINIMUM WELDS TO BB AISC AND/ORrAWS BUT NOT L SS TNAN X 6" EXP. A. � 2'-O ������Z �}U��;{�t���}��� 3/16' CONTINUOUS FILLET UNLESS 0 HERWISB NOTED� n�arcH vERr. REfNF. �� Y��6p6LlQ�pa'v �i� � , LEGS ALT.SlDES • .`` Q'°• '��si�.°6tl'.�;.�,. i . . . ` fi. '' _ .'b'r: E. ALL WBLDERS SNALL HAVB 6VIDENCE OF PASSING THE MERICAN 4" , .• �a' ' �' ° • ' � IIII � �l�� ' WELDING SOCIETY STANAARD QU��,IFICATIONS TE�TS AS ' ' � • ��. '� • � ' � ' ° '•• „ III"- 18" —I�I , , • � ' DSTAILED IN AWS U1.1. c°O o�o°O o°v • . . , � o io°O o o i � ... .� :.r � '.� � - Y` . � �'_ . :.�` °t� °t� �'jR� °n �5 � 18 HOR. IIII �a 6° Ooo000O°0� • . � O�'O�OpO00 � t+ ' , VIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO _ _ , Y e e F. PRO — sn •p e � W TNSTAND ALL CONSTRUCTION ANA/OR WIND LOADS UNTIL ALL _ �- = 2 X 4 KEYWAY o oov0°bo�o°O`no�c°O°bo� ��"�� � � � I AR COMPLETED AND SHEAR WALLS OR ��III =III) =III� (3)-�5 CONT. � O°O O°'ODOQ°O�O°�OC� %�%' `mn ' � � PIBLD CONNECTIONS $ . • _ . �a,�^ ,,'�� . DECKS ARB'IN PLACB. �III ,` t ' I .(Y m Q �.�C��� � u , _ . . '� �i��1,,;."e:eseo• ;; -�e� #5 � r—o vERr. _ -111 lll II � � -,>� `Ny�s, F,.,_ ,�`� ,. ��� �g�� Gii _ o . . �i����.jria�t�i►tt ��'� • a ^ � , , . 1/2" 1S9 JOINT r ' 7. WOOD: A. ALL FAAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, III� III ' � ��� + COAST RECION VISUALLY GRADED AS FOLLOWS: -III . " - 4"WIDE STUD fb = 800 psi . r — �'1�-�Jr �.'ONr RE: P�N `~ ���:."��.,,,�,NA',, t. '� , 2 THICx _ MATCH VERT. REINF. ^ I �;�-�� � ��� .� � � �•.�� 2" THICK - 6" & WIDER N0. 2 fb - 1250 psi —III NOTE: 2 X fRAM1NG NOTE: NO ROCK LEDGE REQUIRED 0 S1M. SECTION Sheet Number 3" THICK - 6" & WIDER NO. 1 fb = 1300 psi NOTED ALLOWABLE STRESSES ARB MINIMUMS AND FOR NON- 18" LEGS ALT.SIDES BOTf�! SIDES 0 dt RE: S/S2 FOR WALL COND1T10N � PAR1Y WALL. REPBTITIVS USES PRIOR TO ALLOWABLE STRESS INCREASES. S�G-T-�o� 12 6 ��GT�O�I � SIM. SECT�ON. s�G-l-�o� 4�.��� � �. ��� � _ _ u g, PROVIDE 1 X 4 CROSS BRIDGINC NOT OVER 8' ON CENTER FOR ALL WOOD JOISTS AND 2X SOLID BLOCKING BETWEEN JOISTS AT 3/4" = 1'-O 3/4" = 1'-O r � f� " SUPPORTS. PASTEN ALL WOOD MEMBERS WITH COMMON 3�'4" _ -O ALL �f•�� '<` .� NAILS ACCORDING TO THB UBC SCHEDULE UNLESS OTNERWISE ; � � a 3� � .. , _ _, . ,, .,����t, NOTED. sY.._f . -- --- � -�--�-----------------------�A�f��.......... ... __ n� ,; � a�; .:.�; ti a � � � � � � � ` � ��t • .. •. . . . ... � . i 1 i a{.`_,+;�. f Y .. � , ^O.'�f i '�'�."• �� �y S': ' � ' n ��,'"��{ p 'r�e. � �i 15� � ���. , � - .. �. .��. ��4,r]`, ��'. 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N���{��7 ��L�. �� �3� Z.X$ �..�-0- �• Arnold,Edward M:Gwaihmey Jr.or Henry Pratt. � 3• �l.L Gol.uMl.��i �I+hLI. 13� C3� ZX� U.o. }J. � 4. �L� �M To co�U MN �o�N IJ��T1 oN5 goT�} ro P � �, 13oTTo1"1, 5�N Ptl.l, 1.1�� 51 M P`�N �[YPE PLATE I I Go�!IJ�G ToRS, U.O.1-�• oR 5No 1,1 N oIJ DE?D�I L-�,. -- ---- I'Ro PobED S�II-3STITL�TI O4-�S f3Y `f�-f� GoN`rRAGTofZ Date 2-�°� �°� � ��. J I� + I SI-�p�LL i3E I�PP�OV�D 13Y 1� E.�GI�LEE(Z FR��R � J ' GG I i�t� _ I `� � To il-ts?D�L l�ATi ou. Revised: � _ � � p. i A�l.L d � - �1 � . �.�. 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SL48- RE: P[AN X �6 �� 6� 16 RE PL4N 3/4° FLOOR SHE4THING ON-GR,4DE E4CH WAY � RE PLAN RE: P W.IN.F. :r i . . . . . S -. RE PL4l� - STUD WALL ' � ,� N � . . � �� . �. Y. 9�u I,� 4.�� �� �t�{ ,� V , 1/4"XS" PL W/ • • • • • 4„ ' Q �o,Q� �'... �,� � �. �... I' �� � c�c o �, � �, 't�.��'�w��w��t��'��,'`��rr' �2�_S�„ THRU-80LTS g�� po.00 O�•00 , r � � 0�O'O��Oo ' ' � �.�,�'�` ����`��"+��` f;° �' HE4DER co o, co ' ` RE: PL4N � ,.c'�} e�;:��� '�,;�C '.� n � ,4� f100R JOIST ' ,� • , • • � >. �-�� `� ' � l aC i f100R JOISTS RE: PL41J ` � �� Y •;r � �� x' , �� , DECK JOISTS RE: PL4N : W/SIMPSON �. � �L # ' U HANG RS EXT. STUD WALL 4„ GRAVEL B.4SE '_ � � ;�,,`� ���` `'��_,, 6" RE: PL4N 8" RE: PL4N ` :� � •°�3° "}��;g W/DCT. SHFATHING , ' "f �,,� <�;` �, I� r 2 X 10 X 12°-0 OUTRIGGER 2 X �0 LEDGER W/ NOTE-� SlM. SECT. RECT. 1SOIATED fT6. �' � `��a�� � �� °� '�" NAIL AND GW � 6" O.C. 5/8" DW. X 4" L4G 80LT � 6" PAD. 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RE: ARCH ° V ,/{,.r � � , . z�` .. �� 3 ;* � r}�, � � 3�� y , �� : ,, a., S BLKG. AS FLOOR SHE4T!-IING {. � *1��n " � BLKG. AS REQ'0 �1, � . REQ'D. � � �ru ,+ � � S _ x _ I _� :: C Y y . . a: �' �� �' i: / / . � , ` � �} h' L �4 f� . ` , � ' � � ' � �'1� � ,t r �3 rrE � �s„ ,: .� ; � ° ; ° � � �` ,; BLKG. AS REQ'D. STUD WALL Z 4_�5 S � ,' '} r�:' 1 � — � ti:�. � , '" ' ,`, STUD WALL FLOOR JO1ST �y y(�� � ' ,� ` o �" ��� ��r 4 .k �._ IXTERIOR STUD WALL (LOAD BRG.) FLOOR JOIST RE. P� a� CMU WALL RE: PL4N FOR "'�" �� """� r, � �' j� FLOOR JOISTS �� RE P(AN VARIES DECK JOISTS RE: PL4N � i ,�+.: � �,; y y SIZE AND DETAIL 2 'c ��.�� o W/SIMPSON � DErA1L IIII • • • � �i k U HANGERS � � � 7', x�:'� RE: ARCH. � 2 X 10 LEDGER W/S/8° �3)-2 X 12 BM. _ _ III � �,, � ': ,�'� �,� o�n. rac ao�rs � s�� — — 111111= ;` �'` Y �'' -111=1111 ' � �� �'� '� I,10�(E: (� 'S1M. GDuG�� _' � ' �'�,, COL. RF: PLAN A�IZ I'S IL��5Q• L.��� � �Y � � . , a., S��T�o N 1� S��T�o N 1� S��TI oN °� . s�� ►oN 5 s � 0 2 �� �: : d� �� -} W/SIMPSON � ��. , �.��� CC COL. CAP I r . ;,� ' � 3/4" � 1'-0 3/4,� � 1'-0 3/4" = 1'-0 3/4" = 1'-0 3 4" = 1'-0 �/ =;; � } r- +x �., r. 4 r , / ��' � � � .��'a tf'p q � �Y�r i „� z ; � ;t; � ;�.'.4 y...}'#� s ; 1,. �i',; : �'t R �,. Y � , l: S � n ',.��� � � �� � ��� R' 7'�yC. "f � . , -- ROOF SHE4THING ; '��' �.�'-*a� ��; �t { �' � i��x r � � �'�.: � �: . FLOOR SHE4THING ' ,� "� '; ,� a� �; FLOOR JOIST } , � �� ' � e�, BM. RE: PL4N EXI: STUD WALL ' RE: PL4N RE: ARCH �� <„�� ,�"��;� ;� BLOCKING 5 � ,�°� � �s ,, � AS REQ'D W/SHE4THING BM. RE: PL4N �R � « a ;"� �� ^ ��- RE: PL4N L6 X 6 X f/4 X 8" (CUT TO � ' �'�� .'�� �'Q �� � ��`!T � FIT) WELD TO STL. BM. W/ DECKING . T.O. DRIYEWAY RE ARCH L `V F h �` ` `k F �A.� ��; (3)-1" D1A T3-IRU BOLTS dc `� r �� �t 3 <�� ., '►/4" STL. PL OPP. SIDE OF BM. • "� '�4`� + b " �« .� ' • Yf� y � 2 -2 X 10 BM. 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Pl1�t'I�(Z�'Z X /a • •�• •• � K 3"-D rICJrGHE� NAIL ,4ND GWq� • � ROOF JOIST RE: � � SOUD BLOCKING PL4N W/SfMPSON • . FASCUI BM RE: ARCH U HANGERS SLOPED • . ' � • BLKG AS . . . • REQ'D. . NOTCH RE: JOISTS �� } � ��r. } � 4�,• � �: 2 X 6�RIPPED) CONT. PL � ' '"` ` • > �k�' ��Y�� r�� RAMS TO TS BM. �i � TS 8M. RE: PL4N • s � � ��y�� `4 ,� ——— �,� 4-''4 , ��r �t r�,xM1lt (� y --- � + �� '`�tr# F � t� '�" �4°. Z 2 X BEVEIED CONT. ` � "�� � �; ' �� �� „ PL. W/ 1/2" DlA. �{ k; `r ` :�r {a��-r'�� �' S7L. BM. RE: PL4N W/ 3 X f0 X 1/4 STL." STEEL SE4M 3 �' � a`"� hN°��� t��^'���A� PL. WELOED TO TS BM. THRU BOLTS � 2'-0 } t �� ' E4CH SIQE W/(2)—1/2 (STAGGERED) � � � ti � ; 2 X C O N T P L W/ 1/2 DIA. 7NRU BOLTS. RE: PI.�W '� * .'i� � ��k.,, .��>�'�,�; � DIA. TNRU 80LTS O � 4'-0 AND 2 X 10 dc 3/8„ ,a 1 :,�, .�,� � �c��,,, �,Y , PLYWOOD BLOCKfNG E4. �, ,�: �a �w�:4 i4,s- ��4' � SIDE W/1/2" D!A 7}-!RU NOTE: NO COLUMN O SIM. SECTION. � 't BOLT � 2'-0 O.C. � �. " �r�. r 7� i,a" ',�; � . �� � n . a ,; ,� I� �"� 4at �t T.1�i` �^ ,� , i a� !r'u�'� �'�ir j! 4 �: * ��,�,i ��.,�' �k r � r ;r a � �� � rt� � ���T�oN � S��T�oN 5 5����oN 1 .�� r �F: �� ��;���r� , 3/4" = 1'-0 ' 3/4" = f'-0 3/4" = 1'-0 Y�` �� f�s�' �}��,� ��'; � r, . �a¢. _ , � c,:'��F,� -+.. i� c � :.'.� `"�t, ���; �: ; wa� ��������. � t �s y :'L� 4+.y, T � � � 3 F k Yt� t�•f �1,.s'`4 � ' ' � � �`.; ^'`�'�.�'`�� �'#.� � s � r�' �' ���` � � � " r .s �' �':�#;7��°�i � ' ' ROOF JOISTS RE: PL4N— � , � ''�,x�` �� � Q � � ',a � a + s, f }�* ����f�r�y,r� �. RIDGE BM. `' �, i h' r ��{',M �7i : ROOF JOISTS H1P BMS. RE: PL4N W/ � � ;�: r�``�x�}��' � RE: PUW 1/4" BENT ST. PL. E4. SIDE ` t�� ``' � �4 �� � �,•'y. ROOF JOIST RE: WELDEO TO STL 8M. W/ � ` � { � } ��µ;. r�, - PL4N W/SIMPSON U HANGERS SLOPED (4)— 3/4" DIA THRU BOLTS ', f 7 � � } � � + : � � '��r . . � M �Y ��y :! y {j i� ', �1�� 4�4 9 � � � . f� t { � 4 �. + 1 ��' �`+� d .. ., 4 1. �""� `� .� " �;��} �l'v�� IEQ• .� � s , 4 c d"> � 1 3�� ' -------- --�p%��=— k � ,�, ��, A �,��y� � EQ. ` `f �' y' �:` � � EQ. _'_'— '—���j _'_ ,i4 r. �� � ��,�•'�lt ���'� � , ,� _. Gyt f. • �_�.I� '� � ` � �,,;. � =/s� � .� � r, 4(, : , ' / /. � < < � 7 „� �� +,. 5 a�.._ ;� �, � G BM. RE: PL4N �Q. /�/' /"/' 4 7/8" D1A � �� �yr,��'�� i"' � � ( � s � �Q /-�� T}i�RU BOlTS �,,,�=�r �� � `" �`' ,r,,� „ � ' .,.r � �Y �... w5 i�s�' w .a r..ry STL. BENT BM RE: PIAN W/2 X E�' (2)-2 X 12 F4CH '���� 1 ��"� , � k CONT PL4TE TOP (BEVfLEO) sioE OF RIDGE BM. k � � �� , : � � � �- � BOTTOM (HORIZONTAL ROOF :� r';, �` �k -' �`'k :` P O R 7 7 0 N O F 8M O N L Y. J O IS T ` '�+ ` � �,` r NOTE: JOISTS ON ONE SIDE ONLY � SIM. SECTION W/ 1/2" D14. 1NRU B�LTS � `j�'�� '' , ' � , � 2 —0 (STAGGERED) , �� � � a '� � � i ' ! F Y� r� � � � �.ii{t � � - � . �.� , i� d k�..�• S��T�oN 10 S��TIoN � S��T�oN 2 .� ;�� ,. � tt.� ('�j �. 3/4" = 1'-0 3/4" = 1'-0 3/4" = 1'-0 k�-Y,�a ;�'.- ,' { .�t � �` ,. � ry ' � � 3 '�� � ��r��l �k �� . k, � � * i , �' � •� �t , rt f .. . q J 5 4 r � �, r 3.. R: ` �: � . ,k �` � si+5 e� 5��' �, ' S "�� �. '"�� fr` tV: `t Y LB `�y! r! HIP BMS. RE: PL4N W/ Y �� ' ' � ,� 1/4" SENT STL PL WELDED � ,:<�� ���'�^�' BM. RE: PL4N �` � �'x,� � T O S T L B M. W/(4) ROOF JOISTS � 3/4" DIA. 17-IRU BOLTS RE: PL4N � ' � ��P-�� �#� ROOF JOISTS RE: PIAN W/ � � � � y�, d � ' SIMPSON U NANGERS �s *r,j�4 w;,� �� �� � �� ROOF JOlST RE: ,� „ „ „ �' { � ' ''� `t �`�,°`.� ��'�. PU1N ' � �� 3 "� "� ' � ':'�}�,��'�'�� xa. ,� �_ *S fi �Eb � �r �t � � � � � �+ .� xs x� � I �' i�� 4 x � �� ' `:� e�'w � Q I �� "�' i�# �.f� � nt �: �ra , � E _�. ` � .�l� �+�.� yx r EQ.i "`} �: ,y t` : y + , �� 1 .'�4 3.�. ; k� � I � � EQ. y , �" .� � , � ". f t t"�„'Y� ''� , : 15" X 10" X 3" ,,.: '��.` ..<, � •_'.,`�.; ��}:w z':�^: X 1/4"STL. BENT PL ' BLKG AS REQ'D E4CH SIDE W/ , . (2)-1/2" D1A. 1 4" BENT PL. E4CH SIDE W/ THRU BOLTS. 2 —S/8" DIA. THRU 80LTS IN ��'O "grn� 4 WELD TO STL. BM. �,qND (4)-5/8 DIA. 7}-1RU Archite�cis,P.C. � �AAD BF.4RING STL. BM. RF: PL4N W/2 X CONT. ° — �� BOLTS TNROUGH 80TH HIP SE4MS. AIInRight Reservedratt PLS. TOP (BEVELED dc BOTTOM 4" _�_ . OOF W/ f/2" D1.4. RU BOLTS � — „ a'��s�de ument,a�the idea� JO1ST � 2'-0 (STAGGERED) HIP BMS. RE: PL�W herein,as an instrume�t of _ professional service,is the . - � COL. RE Pl.4N Pratt A ch tecb�P C.and sey� . not to be used,in whole or in: - part,without the written authorization of Fiobert L. Arnold,Edwaid M.Gwathmey ' S��T�oN 11 S��T�oN � ���TIO� � Jr.orHenryPratt. 3/4" = 1'-0 3/4" = 1'-0 3/4" = 1'-0 �- � Date Z-� ��-�� � Revised: ROOF JOISTS 8M. RE: PLAN �I � ��� RF' P� ROOF JOISTS RE: PL4N W/ � SIMPSON U HANGERS 8F�1M RE: PL4N H1P BM. RE: PUW ? „ „ „ 3„ — W/SIMPSON HHU HANGER , , , , i i • FQ � � COL RE: PL4N W/ — �--� SIMPSON CC COL CAP EQ• � � , EQ. `'t'�(��(��J�!q'''.i . ` i � ���QG` mm�oae�� jC`� �i� � �� so• �EvigT•�. /,>�;,�� � ��C'Q�%� . u u ' •' �rr�'r' . 1/4" B£NT PL. EACH SIDE W/ =�s�m.,, f ° = STL. BENT SM RE: PL4N �4�3/4" DIA. 1NRU BOLTS 1N �;'�,+� W/ 2 X CONT PL4TE W/ ,qND 6 -3/4" DfA. TNRU •`;.��'.^ ��� .�` , W/ i/2" THRU BOLTS � �� o O ,. ,�°;;'�, ,�,:;• �; . BOLTS THR GH 80TH HIP SE4MS. o , �; �y: t;� «� �4'� .�` 2—O (STAGGERED� O •�^�► eptu a• � SLKG AS REQ'D PL4N W/!S!M SON . ,�''��,�tt,.1�,�a�.L��tt��`�� ROOF JOIST R�: U HANGfRS HIP BMS. 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All Rights Reserved This document,and the ideas : ' and designs incorporaxed" , herein,as an in�trument of . professional serviCe,ig the , � property of Arnol�i/Gwathme�i% .,- Pratt Architects,P.C:and i�s �' not to be used,in whplg or in ' part,without the written authorization of Robert L. Arnold, Edward M.Gwathmey Jr.or Henry Pratt. Date Z�' 1`�-�1) Revised: '. 1�1 � ��1" ; .��Q�_._���o � �`��'� ��o � EDWARD� M. :=c 6WATH M EY, 1 R. �� 'a ' C-2301 ��.. ��v�� 3 ����" �� � L�G—� �T � N� L.� ,� tc�, /4''— '_o �� r���� A�� �,�.�.�... .�.�-- - ..,�: � ��: �� � .�. �. ����; ��► � �4�� Sheet Number �o�� � � S � • � ..- �t i.-a ?y, ���i 7 ___, __ � , : � 1 1 t�_� . --- � � , ��. �� . .. ,�� .. �� c; �. . & . ., �. _ ,- .L,, t �,;:: G,K sY...... � ._o:�r�_5''3_�,l _ �, � , � �--- --- ---�-�------------------ ,.._ _�_ � ,; . , .� � �_. , �:�� . �,,�;�,, k��,� - ' • � • 1 � • + v ��� - ��� � i--- ---� --� i � . i-- i ,..._•----"_"_.__�' --� ii � � _ i i--- '.� � ;,�'—p- 'r'.."�r4a- t � �. 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All Rights Reserved This document,and the ideas . and designs incorpo�ated � herein,as an mstrument of professional service,is the . property ot Arnoid/Gwathmey/. ` . Pratt Architects,P,C.and iS not to bg used,in wfioie or in , part,without the written authorization of Robe�t L Arno(d,Edward M.Gwaihmey Jr.or Henry Pratt. i , Date Z�-I`�-`�I . � Revised: . �. �If� ���(' � � l���L� � � �� �- _ ��1.._.�G�"�.1�:,�� � 1.�� i I i`�� (�I ;�:�= ,,_a�, ,� fq 4 � � 4J L:�� ///� - ..:--•y.:+� cf��� . �'o EDWARD M. GWATHMEY, !�. � . ��' -23U1 z,�. � N�.. �,�D A���� ,,� ,. .�.�-- �-t �` '� . , _ ��� �� }� �� � � -���► � � � �' Sheet Numb�;� �,�V �, p �' VAI �. . --- - t ; 1 �. . . `T' C� , _ � . �,. � ��, ��� '� � ���r x . . . . r.a0'. }������ j , . . . ���M.+.F- •� ��• h I :�,�� 'f. 'kr:y�Y _" ,+L , , �, .._.. : '.'"'"""'...-.- ,.� � . �._.-.. _�-,�.. _._ . BY _ -{-. . � �p � , ty�� J F , � - - a:.qk :- q � t "'W t: , , ' . . ! ' � . 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I AIIRightsReserved 4 � � � ' � �- This document,and the ideas , ' � I ' � ' ' I - � ` and designs incorpqrated 5 i�2' I ' ' s � i Z' I 2�'-i� i i 2' 9�-o' 8•-o• <� -9 9 i 4• � 3�-6 i i a• herein,as an instrument af � �- " E NCEOS U R E � � �-���L��!"� -=,�_��1 � S Ta I a i -A � - ; � ; � � • 5 i i 2• — ---- -- - professional service,is the pro ert of Arnold/Gwathme / I � � �- G,LO��� "lf0 !JiJ:::'�?�� GP GP V I � . �-- — i �► ' I r � /� 5 !2' 6--3' - S I/Z' 0 n tto be used if1 Wh 18 r in i -' I i C � � _ - ��� . — ; � ��` � � CJ�C f��`sz'i.��r) ' I � ; _ ratt Architects,P.C.and is DN' ' , '� , � o 0 �_._.-'i ; p I � __ _ _ . . - o, � GARAGE-B � ;— f�a part,without the written � � i °' -e' � °' 'e' �_6_ ' ( SC w GP GP v -' I UP a � authorization of�iob8rt L. ' � 6i-' � ��---- o �y 3._�. r - '�; N Arnoid,�dward M.Gwaihmey � -- � ---- --- I � I� 4 6� % �NOT E � � �, � / ' . 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