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Sunburst Filing 3 (9)
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N�N . r. zi �� .o-. s -. c,, i � M � � I�-�aj - - 3742' MOnowmetaidoor ' ____ __ _ _ _ _ _ LOCATION . �0 � 1�1 �Q - a � FIn. 1ha � �sv�° � 3- 0.� -- - - - -- - -- - - - - OV3Mi/3A0 1Yt11�1 - L �3Atlili O- I� .0`. � . - �� �1 � -. � � � = � �n • � _ _--.I (.- THIS DRAWING APPROVED SHEETTOR Na:� oF [� �. � ' a � W � � � � 36' Clea� oPening .. . YI O�'� Eld ��Y1��11 w • - A � BY_ . _ ._ ___ _ _ __... .. .-__ _ CONTRACT NOls) . . _ _ . _ _ . _ . _ _. � � � � � 97.9R SEC�� PLA��� �ATE- ---- -- ---- - - --- Montgomery EMvalor Company, Moline. IL 61265 • Q Montgomery Elevator Co. Ltd., Toronto. Ont. M983S5 � a ON¢ez .nO•��nP/' ciM! olNOriPlm�rra � � O . ��N` . � r � 0 J � � ' . ���; � _ .�_ _� � . _ - - -- - - - _ _ --- - , - - - - _ - - N N _ __ _ . . � , :; .,,�.. _ _ . _ . . .�_ ._ . . ��_ � �, • o 'fw _ ' _ . N00 a � � � --,r- �w� �o �sos� . Z Q , 8 � • �.�. _ o � •e . ; �a _ � ' °'a • l�iSlMl� — III�IffMA/� � ; . - � 2 7 /N. a• q � , , ot�weorrwNarr� w�. = r�� £ 0 � �"' 3" ° � , . . . _ _ _ � � � • . :°,nc� v':oI .^� aay FRAM 8 146A. LK.D. GO T. . . . , � e � L _. �i IN �� 16GA, 7EEl � . ` , ��� �, q• •_ 816MT QUA 76 BA. STEEL ! ii /� I � � HEADEN � p_ . , � A FIN.'~ 5 ' � + T s .. .. , •� . �• x „ • � : � - . _ �- - - - - - ��4� 4 „ ` , S . =., '� FA IA 11 6A. STEEL - :_ , � � � - - _ - - � � } ^ _ � � DUS TCO ER R 74 GA. TEE ~ � � = -F- --� �„ - + - � � � 5` FACIA 70E GUARD i � GA. STEEL ,� � � 3 8" � � � NOTE?: DO NOT BUILD � ' llvM Ol l'IYM .6- . 5 AtlM1StOH H�f10M .5- . 5 11I5 i�W� .t �r �� � M WALL UNTIL FRAME o� AYMISION au3l� .b-. 5 11I6 M4[Mt� .5 � � 6 � & SICL ARE IN PLACE � E 7 'h M.R. U.L. B. LA p� DOOAS �"' I - I -- DlMEN81pN-KEYWAY-MARK�NG9 �w� - -- FIN. 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ATE pESCRIPTION ; " . � - M rLwR 7 � . � . 1 � . .. . - . ��� . : - � BUILDIN6 NAMF �i� - - � -• - - . _ - --�T - LOCATION {(� W .i�� � � w - � �\ ' � T I� ~Zz� „ ,, �i � -, a., a � °e: e 1 � EIEV. NO'S. m . .:�- W = Z MIN O . I + +p •, ' e . ♦ • Ly� SHEET OF �-�n��v'� /. r�o . _ . . - .. r� s ' A. ' d � 4 e = '"" Zr "' '�8F ' SMS �11[13A31 . Y/ [ 6-. �R" . . w W.�.~CUm W a - � . � ° a ' :e e.a : o �' �q4��' a • $lLL � • �, �_ � � �3 ■ ee�a�warsw��wraa� � o � . • . e q : a' NOr BY o C0�?R/ R ELEV. ,,.a' .. , � .-. MECO �� �RlGHT HA�I� /d THl$ OWG. � a� � + �a �caexm.u�ira.ie.awwr�,anmrrru�aana�.o� ; ' - � a _ �i/ 2 x 6 Oak - Round�d and 2�s sanded at [op . � -� ----- - ' y4K � �j41.�w � e ��cK � , , � �j3 'P� i y3 uPPL2 p� GK �13 Dt �t� �13 �-4W�jZ 1J�CK —� - -- -- -- --- - i -- —t—� --__ -- -~� 3/8 x 5 thru bol,t , nut & - -- - - � � 2 vashers - I t' � � ti � _ j 1 x 3 Siding ._:a � � � � � � -- -- - ; , . V F.ustie Shi � la � " �; � ' BERKO heaters are S , 6 and 8 long where under 5 , 6 and ; �r F P L - �a' --- - - - Exterior Sheathing g ' Wide sliders . End supports for 1 s 12 oak sill must be 5 /3 c:vp - 1/ 2 " Exterior Sheathi - —5/g CyP � ' �paced a part [o allow for res pective hea;et �gth plus 2 " . �- Slidin g Door� � � � � Cut 2 balusC¢_s from � � � � -- Studwall 2 x 6 (� 16" CTILS Heater , 1 - 2 x 8 x 45° LG � � Install a[ 10 Ce[it,�t�s t � Studwall 2 r 6 @ 16" CTRS � �.?Q'>, ! . tr , �� � . _ ,-, � ' � n i ,t 1 �' --- -- SidiIIB i . ' � _i . ~O i . _ ���. Co s.�t�! : . / � ' 4 ' �0 � � - �t � O � 3/ 4 Gyn-CreE� - ' . � - - N � - - . � � � - . -- - - �' - - - - - _ - -- "_ -- 3/4" PWD Filler ' , �d �Ai4� "� : . ":.. � -. . , � . . � _ � � 3/4 " G o-Crete � � - J 3 4" PWD Filler � , -} - �_ - 3 /4•� g P-Cre [e . - - - . .� . � 3 / 4 7� 6 C PGID - , . . � �. . . - . i / ' � 2 s 5 Rim Plate - , � 2 `x 6 2-eh nnel decking 2 x� 6 � _�hanael decking N � ' - - 3/4�' T S G P47D ' 3/4" F. (; Pldil - _� �. . . . : . , - �'� `,' �_ 2 x 6 2-channel decking , � I � �, . � , i . . . - ' - j . .. . � � , . ' � , , -- 1�.. ___ . .- - ,; � , : . - m � - =�_ _ _ - ' ; _ . _ , --- -- - -- -}-- - . . _ I , ; , , ' - - - 2 x 12 Rim Joist _ • �' � � , 2 x 12 Rim 3oist -.fi .,�� , �" x 12" Ar.c!�or. � 24° �TRS I „ � . ��� � C �,J � , , _ - � • i � �; . - -- 2 : x 4 � 17 T"tI � x 4 x 12 ; 1?tI - , „� - � ' • 5-1)8 x 12 GL -- .y � I -' , rr'� 2 s 12 .loists " 24 " CTRS ' 2 x 4 x 12" TI4I T j� `� ;�j� - -� . � �� f; ,� 2 1? Jo�sES @ • 24" CTRS - � � `�' � , ,. , � Shicco - - - - � b � � ; � � \. l� 1 '� , ` � i ,% -'N''c ; • ' ' , . : . ' r _ __ _ ; �' - �.� �� �'_.� i _.�_ � -- - } . . - — - - -f --i�- � I� � _ �+ �I -- - - - - � , -^ " 1 / 2 " PWD i Double 2 x 6 . op P1aCe ! "`r � j --- --- - , ° - I � II Ii�� �' _ - Joublc 2 x 6 'Iop Plate -- " � ' 1 /2 PWD _� - _ _ - g olts fi • 3� ; - , � � �/ 2�, P� �� �,4� � x' 7 la b caaQA#s � I � .- � ' U210 Simpson . : � - 4 � - � I � ; , ] 0° Coacrete Wall -_ - �. . , � -- f - - -- - - --- . , . 210 Sit�pscm � , � 1l6 Rebar ✓tr [ . ��1 1 }� ' C"fF:S _..�� Joist Nanger I � � - Joist Ha er - - - v � / 518 GyP --- . . "g �toisture Proofing -- , � _ - Studwall 2 x 6 �d 16 ° CTRS , f Studvall 2 x 6@ 16" CTRS RF : All I� Ik4 Rebar }�o : iz . 16" C'P45 �° " �� Exterior Sheathing �N d � ?,�!.(� p ^ 1 ,( p i - Siding � ITiL��f- �y� y � �'T� 1� -��� Ks , wn, �KS � �Ta , es � i � � . �a � o I� t : A14 - 2 -. _ 4g � A � 4 - 3 - �� : A � 4- 3 - 4 4�: A14 -3 - S 'L - 1 � 14 - � A � ► - � 5 �o� �ooLslLL AQ'� �ZI . _ • Stucco - � - Cricket "tade of 1 / 2 " PWD ��5: � ° `) � 3 B � Z U � � Ti � � � �- � � y \ � , � z,� Y� y� U � � BERKO heaters are 5 ' , 6 ' and 8 ' long where under 5 ' , 6 ' aud � 5/v C,yp ---� I � 5� Q � Z 6 ' vide sliders . End suppocts for 1 x 12 oak sill must bc� `� � - � \��. \� - c-- - - Fibergl.ass Sl-� iagle� » spaced apart [o allow for respective heater length plus 2 " . � �.� . � - - � . - ` - Sti�dwall 2 x 4 (� 16" CTRS - � � Slmpson A 35 Framing Anchors � � � � 1 / 2" PWD a - � � (O - (O � ��� Sfudwalls 2 x 6@ - �5�� ShBaEhing - - - - - - _ _ - - - -- —_ -- - - ' � 16° CTCcS �- � � O � - f� , \�� '� � � � �, 3/ 4 Gyp-Crete - - . � � . 2 x 10 ` ,n '�, iC`�S I � � I � U i . . I ' a - 2 x 6 2-Cha�el Decking � :� �\ - Siding � C (: I ue-Lam � Q � „ 1^� � `� 3 /4 f S G PWll - �', � �0 '� : � . 2 r, 4 — , � � � � 1 ' 2 g '� X � � � I •V ; � � 2 x 12 Rim :loist \ i . �: � � o � - - _ _ _ _ � ;. . ' 2 x 6 Studs -- ' C,!-tiMN� - Y � � „ � . � . ; � � � __ _ �� a a a zXiz � ` ' ` 11 ' __ � � - _1 z� I 2 x 12 Jois [s�(d {(4° CTRS I ` I . . . - - T � � � I i 1 � 1x6Trim ` __ _ .. 1 / 2 " I'L;U • _ �� . - - - �--�' . ! Double Top Plate - ' I � . - - - i � . • �� � � � ,� � ' Insulation in corner ----/ /_ Stucco O v � , , � � n . . . - - . .- I .1 , - �..� - - 2 x 12 Block ng: etween jo�ats . - _ � - - . � Web ii. 11ers - � f� - ! �• 1 / 2" Lina-Cousti :• . . . . - , � - � i �. ---- Buil't-up Post-- _ - _ . . . . � � . � - - - - �- - �S /B � t;yP � P� - -- - . . - _ I_ _ _I ' . � 8" *iasonry Wall - a _ 12" 7?t1 � Siding •. - 16d Nails � 2 ' CTRS , cop fi bottcre chords �- � - _- - - _ - � - _ _ Exterior Sheathing • ,. Web filler 1��' x 9 '� x 1 ' -0" '�*Ple�al exterior wall eorner - • - - - � 2 s 12 x 14 ' -4`�" -- " �- i• cons [;ue[ i�n ; also sh�✓ing - `� � ; , - ' - Studwall 2 x 6@ 16" CTRS - - s [ur�o to wocxl siding eonneetion . ' �. ` ; :•: _ I . _ ' � Nail TMI [0 2 x 12 joist at web filler w/ 5 - 16d nails . (Nailhead at TM7 PWD web) • • � �.PI � n, l� ��� s . � -� . . � - q °� � D �t� A 14= 4 , A14- � , a �4- � � � N..�-.�. � �.. .�«.►.�..� g � � - � l5U S1M ; S -1 - G , .A �� - � fo� D� eSit � , , . , - - �-.-�-�_ � +w�er+*• - . � aeiiiWMpoNfeMM-Unuo.meu�wi/q . . . . ._, �� ' S�{ '"� o�r euraMa e�w�r� -p Aluminum curb frame & C{�RB� " . � S '��- - "�- � OM�nW�aF-i �� � alds� nwk� im�M. �ccu� _ I`_� � - An � . . . . . _ .,. retaining angle . Seal MDUNT - . . .. ... . - _ . - . .:-: ' . : ; -�Iestqeq�rmNsMfi119bh�nYnqmchwtos�erreaqn�IwtidANyMaonn�aqons. . - - nqs6aWffor�ll , tl�. . . onNN IMdanoM. nvMNpb _ � - . -� x ' w/continuous bead of --�`` - • ' . 4 r + ' - - - � Q � - _ � - � - mas t ic . �., �-., " - ` � .`,�� . � - r �-� Oes in�YnY1NST�110Ntbea�ws H NwO�. _ �w� � " ,`: _ � -. _ - - - " : � � � +;: � ��� ; ��s$�` � , .� �... � . � R-OOFIN6 CONTRACTOR TO PROV [ UE : / � • - � �-�° � -�` � -`. � . . � � - i . � �� � ¢ . J y ' f��� _ . ��� : /� • A .+a.. _ �� -� I S ...� - -a. y�. _ _r. - f . ':.� e� h: �r �_ 3j . - ry� r �r �w�q � - i kood Scrci.� mrermE..oc«s . - � . Mir ' � ' . _ . ._ - . b - a� -: . ' 2 x 12 Wood Curb - - - - °01EYOpF•°O'D - , . t : _ " . � _ ._ ooY[ roo�� .oc... _5 - � . _ f11UY . 1 ) NOTE : 4 " x 4" fiber cant ` . � ' x ��8�Of1 '�^ � ir'+��"�'1 At _ , � oo.n,uaa �.o . - � � .',�a�Y�F - i � � - under 30IE felt f1 �:-.� iz� �"' -- � t " � ' , - . - . • � � ' . M1 _ __ _ P ; w : r �n 2911 Yd5 j i �.•�.. , �_ _ E aoainst wood curb at 7 ! �- _ I- - R.,�.� r.nK � �r � � � �"� y .t +Aj�- : � ' � �[�i�ti� � ` £'Ft � �° . � -- .�`- �.rp � # , i - {� � f . .-. . . / ..N1WM - J X �1 sides ; north , east , .aes*_ , _ ,�.rw. - ..�.._.rt.: .� w�,�....� "?v ��` 3r � . i '4 ' xn - of skylite . y� � Y _ . _ �t ' 0 ' I'abricated jois t t..����.o u�s ti��.. si x-� - - • a ` -. - AY 370 300 Qy on 7 ; � ��� � � . sectic�n betwren roof �(tENNiITEih51FMNfi ' µ�� � �� � y {„ 2 ) One layer of bituthane at �'1� - . - ,'�' � . � joi.s [s . Framin sk �- CONi1"�"T10N- - " �«�:o„«;:::""�"`: :,`�+� , '�"� �� j " - ?�;.{� . -�yi� - �_ - _ . � . ' � � . , / - - � K t _ . . . cr� Wrrw.w . :h . all 4 sides . Run materia] � � �� - ]. ights �:;web stiffeners . ��� �E•o � t ' �.r-��•�`��„� ��-,, .r � �� a � � � . • � � . - up face of curbing to /" � � -: �i ����i, ,. �? r�nds for na � lin • �.� • �-" , A� � � � � - �_ . . s . � . � � ,.-cuw � �� '-i - - 3=- � , . ).:: - . within 1 / �" of top of � ' ' � ' �"' o � � 0 2110 200 gr�uctACo . S��i afe�s ' � o � Fuiw�wG � _ .. �inMOoMr�/� �� .�.un � _, .. curbing . Apply bit�thane � � � - .' � - ""�" "O°'�"° � � �+�.iM.we w� r --. , � �� �� � - � „ i . �:-:,,v.' ..� r „ ��.�,.':r�.r.wN��� • � r Outside dic�ensiA� .8-3/'�i�' dia 2 -0 wide at curhinq 1 /2 R . o • - 5 /A �:ypsum . _� ,�, ,r�wr, • s ; r 9" d , . perimeters . . -- >- - ----- ` .- s^� �'� .. . � � _ - - � .- eeP • - - � - _ � - -- -- ---- --- f -- � . - --- . -- - --- ., ',� � . � . - - - arrw..� ..�.. � Mwwwe F 590 470 � X n ' _ . . . . . .. . . . . � . 3) Flash curh with 3011 felts � _ I SPF.C11' IC.V' LUtiS : SF;Y L ( TEti shall be curn-moant as � { pES10N: Completelyreversibb; balanced ARCMRECT'iSPECIFICl1T10M: F.amirg '�"" _ I { - . , - -- . - -. - A E_ ' at all 4 sides . Run felts manufactured bv Sii�"LINI• PRODU(:7'S . SKY LITcS sha11 �+, sidesfor2- m &way �nehoriop. � anchorashallhawl.C.8.0. (UnitprmBuiltl- - U � � . - - ' . - - - -. . V V up curb to vithin 1 /2 " of ' be ':Oi>F,1 �O . DCNU formed t rom ac:y 1. i c p I as [ ic wi [h MATERULS: 7B gauqe heavily coeted gal- ing Coda) approval and bs S�MP30N ' - - - - - . . _ AUB �- a ��L- � `` vanizeCsteel S12E:IVz"hi9hMthl�n' sides. STRpNG-T�EA3S (A3A) asmanulactureAby �_� - - - - top of curb . - double glazing . Colors to be : Bronze , outer PACKED: l00percarton. SimpsonCompany. - . �_ �• ��� �� - - _� - ' � � - - _ _ _ � Ic� : ing ; Clear , second glazin}; . Frames shall be � - OPTION: Speciy "N" i1.N8 (BA x tv:) Lon termloativeluesaroforoneMCtar 1� - - - 4 ) Sheet metal flashing all sides . Typical Skyl. ite ' nstallati.un � _xtruded 6063-1'S aluminure • . 060" retainin� frame , . � -.;_ t^a3s�ners to be included. Example: p�nds. Va�uesareDasedupon _ - - - - - - - � f . : ," � � ��,'� lalwralory - - . 070" condensation frame , �with dark bronze �� „. - _ - - � - .. . - - Uurepux f inish . All corners shall be w��lded . ' ' � " —" - - - - - - - - . MODEL �O . 1 / 2 3 . 0 . QTY . LOCATION - R �eoprene �.:,aske [ shall he used betveen ti�e conden— - - - - - - . . , �7 satiun trame and the acrvlic laztt - DCMD 2852 11-1 8" x 23- 1 8 ' S Baths - ti ht seal . Wee holes shall �be � ' meiking a �� � � � Lobbies S P provided in -� --- --� - - ` -- r a condensat ion frame . Continuous sealant shall be D � I � � � � _ �j1� � ' Op �� � � 9 used betveen acr��lic olazings . SKY-LITF:S shall be 15epical connect�att df a •:I,U • DCMD 5296 23_1/ 8" x 44-3/ 4" 1 54 Bxl � 12 [p a �uilt-up post (unieas crnnpletely assembled by manufacturer and ready Eor � ' � � installation over curb as provided by others . othar.a:se detailed ) . - � - . - - . - - - - 2 - �a , � ; . } �, a� : lo * �o � io �� �5�b�* y �f, �, /,� G� 3 �- 4 y 2 �- (0 �Ir i� ?i �o�l� — _ . . _ . - - - - - - _ o � ' D i _ - - -# t-- � , M1 i = , j , N '1 .°- � � N i . . _ . }. . _ • � . • � . 1�n -CpM �AG'[ * D � I 'w�' F1� i ' _N � � i d �; � ! ! _ � . . �6 � � � ' N � � ,' - i - - � U O I i --ir — r . _ . i � , . � , � � h� � I . . � � . .—{r__'4— - . _ .�— . � � . . . � f11 : w� ; _ ��.� � , � 6 � - 9 k � ; i s --- - - .�- . . Z i _ � . : �� , G fa� T � ; Y � � 7 '- 0 . 7'- 0 8'- 0 �4= 0 , 8� - 9 ; ' � F' � � � \ � : 7 - 0 . ; � ---- -- �' �' � k -r a • 1 � � ; , � ; � � 3 ' � � � • � , , - i , r � : `" ' L1 � � � - _ � . . 4r l� - 7 � �0 -34 $4 9 � ,seeS - 5 - ? 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I �V•� I - \ ! + /� � Z � �� - . . _ fl t � � . . \�� A /, -_ _ _"_ __ - 0 � � , V � Q 4 ii3. � -- ---�\ ! a � � � �. c� - 0, v a o m : : °-� __ _ . - - � � � � -�—�- Q � a � : .. I �,,, � , . � I � � M . th ; w � n _ ' � � ' � UI �D1NCs ' � , . � ' � . � � Cs�.?1- - � � _ { � D Akl6 2 8 1Dff �� � � EXTE � IOR STAIf� S � ND SIDEUVnLK 3�G �- �8� - � '� � �' CENERAL WALL FRAMLNG NOTES : INTF.R].OR FLNISHING SCHEDULF. �? � ' r � � �BU[LDIN(' "Y" EiECTR�C PONBR & L2�r2iT LSCSND 1) All walls shall be framed with single bottom plate and double top plate un all • - - - 7.iERMAL A,�D SOUND CONTROL - _ ___ _ __ _ _.�_�.__ _ -,-3- exterior walls , party walls and interior structural walls . "Iop plate material TYYE I MATERIAI. LOCATION BY 1 ) In IiX'fERVAL FRAMED WALLS (6" ctuds on 16" @ centers ) : .lohns-Manville thermal , I.- SXi�lBOL $ shall be If2 DF- L . ( RF : S- 1 , GENERAL NOTES ) Construction me [hod is " Platform 1� - - „- „ - `- - - - "' � - � - . � - � � . �- � - Framing" . ` �LOORIV(` '� 6" cc'ncrete slab Garage - 1sC stair landing Flatvork unfaced 6'� thick R- 19 , 15 wide . Fiberglass iasu�niion,�'olyeth_ylene vapor �� , INCANDESCENT FIXTURE ' , ' barrier on inside . i £�q fl 2 ) All exterior walls and atructural walls are 2 x 6 s [ud walls . Studs t� 16" centers . i ; Contractor ' O SURFACE CSiLING MOUNT EiTCT&�C l�T�R � 3) Medicine cabinet rough opening is 1 ' -2" wide by 1 ' -6" high . Base is 4 ' - 6" above floor . � 3/ 4° T S (; P47D sheathing : lst 2nd loft level floors ' Pramer 2) In R�lUFS (20" TlII ' s C 16" and 24" cenCers) : Johns-Ifanville Efiezmal , unfaced ih-� - � - � �- - � - � ��'�`�"�""�': 4) Framin contractor shall rovide blockin as necessar Eor nailin exterior sheathin 3/ 4 " Gv Crete (see below � lst - Znd - loft level floors A licator 13" thick , R- 38 ; 16" and 24" vide (see plans ) fibergiaas insulatien . ;i NC FSCEN FTXTUItE � - • , g p g y o g g � ' p � Pp ; � SURFACE W LL MOUNT � or inGerior gypsum board , including at outside corner of all 45 angle corners . . � 4 16 . lead pan w / 13" walls ; . All Showers � Mechanical I1ICAND S T FI%TURE -� - 3) Acouti [ ic CEILIN(: iN GARAGE : ArmsErong (Acni;sCie aq,� Spe�3altfes , Inc, ) MinsBOatd'� S) Framing contractor shall provide bloeking as necessary for electrical and mechanical trades{ ; contractor ., , „ „ - �. 6) Framing contractor shall provide blocking as necessary for tow+el bars , towel rings , ; Carpeting Common Lobbies � Gen . Contractor x -} x 5/8 lay- in panels , flssuEed design U758Q.guapension system : Chicago� �_ _ RECESS CEILING MOUN? � Q liA � ; _ _ ___ 1 ' `_ � Metallic Corporation (Acoustic and Specialties , Ine :) Fire Front M830 , 24 x 48 „ � - YIXTURE � � Coilet paper holders , etc . , - - - -- - -- -- --- - � , „ „ , ( } - - I � - -- ---- --+ - -- - -- - -- -- rid . 1EMA t e G El(P41SISf1 BOl.$ 1tA , , „ , g yp fluoressent recessed lay-in fixtures . ).�C �� 7) For gtructural wood framing iaformation , RE . GENERAL NOTES , S-1 . IAINTED � 5/ 8 gypsum board , taped All lfving area walls , lobbies � Sheet Rock ! IXTURE � 8) . For dimensional information , RE : A1tCHITECTURAL FLOOR PLANS , A05 , A06 , A07 , A08 , A09 . WALLS j and daubed finish , painted and stairwell , except as noted • Contractor 4 ) ABOVG 4COUSTIC PANELS and lights : .Iohns-Nanville Gher�ual.. acoustieal 24" x 48" 9 ) All door headera allow for a rough opening height of 6 ' -10° unless otherwise noted . � A5ll ; two coats � batts , unfaced , 6'q" thick , R-19 , fiberglasa insul3tipn . � �CK LIG T MOUNT � lU) For miscellaneous arehitectural details , RE : A10 thru AIS . CELi �CS � „ „ � „ ,� j fAN - LIGHT 4y,� � '� A� + 5/ 8 gypsum board , taped East walls of lobbies ; Gen . Contrac [or 5 ) In F'LOOR RETWEEN FIRST 6 SECOND I.EVEL ( 12 TMI s@ 16 and 24 ceaters ) : 11) For windw framing rough opening , RE : WINDOW SCHEDULE P-1 . � and flat finished for I ! Johns Manville thermal �- acoustical 16" i ?4" x 48^ batts , unfaced 6'�' thick , � T � 12 ) Any wall cavity over 8 0 high ahall have fireatop blocking . i paper mural I R- 19 f16er�lass insulation . EXHAIIST FqN ' 17j In ordet to Snstall tile work in cocrect coursing pa [terns , special attention must be � . , . _ -- . '"�" �� � taken in setting fireplaces and framing of hearths . Contact Shapiro Construction Co ' s . � ' S / 8�� gypsum board , type \ , � Par [y walls ; Shee[ Rock 6 ) in NOhTH WALL OF 54 BRI. ( acioss from elevatoc shaft) : � �i - HEAT - LIG21T - FAN ' -- � Q� _ � supervieion prior to set [ ing first fireplace and hearth to receive ins [ructions on - � taped & daubed finish , I � Contractor .lohna-"?an'ville thezmal � acous [ ical 16° x 48" baits , � �- - � . _,- exact locations . i painted tNO coats � unfaced . 6�" thick , R-19 fiberglass insulaEi�oq . . _� � pADDLE FAN . � - "� � �< 14) Special a[tention is required in locating glu-lam beams so that vertica ] drv�aall 5/ 8" gypsum board , taped i Y.itchens - Baths - i.suodries I Sheet Rock 7 ) In FURRED WALL BEIWEEN ELEVATOR MASONRY WALL AND LIVING AOOMS : !� ' � finiehes back 1/ 4" and will not require addi [ ion of oak edge trim . and sanded �moou. finish , • � �q$ ��8�� � 15 ) Wherever plywood stress shea[hing exists , 2 x 6 blocking must occur a [ [op and bottom _ � � Contrac [nr Johns->ta�ville , M1croLite , 1 . 5 lb . density , 1�" [hick , � �_,��. __.._ _ , - - -_. _ _ � - '� palnted two cuat� j I 15 w � de . 4 ' ' � ends to serve as fire blocking and stress support . I _ -�` EXTERIOR FLOOD LiGNT - Q r,'XI�'EtI9� . t - 16 ) All floor decking shall be glued and hand nailed . No nail guns . All. edges blocked or . 1 / 2 " gcpsum board , taped � Wet Bars - Breakfast Counters � Sheet Rock 8) On F J:VATOR STUB WALL above masonry vall. : Johns-Manville , � � - - - - . _ . . and daubed finisl� , ainted ; I Contractor Microl . ite , 1 . 5 lb . density , 1�' thick , 15 " wide . � F;..UORESCENT LIG6"f (',p FAU'�0 �Ul� �,5 ; ' � clipped as required . P �� 17 ) 5 ' tubs aze 60° long - 32" wide - 16" high (K-519 ) . Al1ow + 1 / 2 ° for R . �� . two coats : ' " :�----*-- , 9) Insi � e ELEVATOR SHAYT : lohns-:Sanville LINA-COUSTIC 5'� ' tubs are 66" long - 32" wide - 16" high (K- 515) . Allnw + 1 / 2 ' for R . (� . - - ---- - - ' - - - -- - ` -- - -- -- --�--- - - - - -- ------ ---- --- � ---- ---- - - - -- i ,, ----.- �� ' , -rj SINGLE POLE SWITCH # '[ � � 6 ' [ubs are 72° long - 36" wide - 16" high (K-802 ) . Allow + 1 / 2° (or R . �� . � PAI�EI. Iti(: 1 x 6 9' & G edge Y WP4 j CEI ! INGS : � Fir.ish z thick , 2 lb . density , 48 wide sheets . Fasten with ( _ _____ � _,_, _ ,� � �._,, y� - . - - -� I �- - - --- Ben ' amin �oster Fire roof Adhesive S rav . - RE : PLUMRING SCHEDL`LE , P- 3 . . boards ! 51 � .V SI DI Carpenter ,� . -� � p � - -� � 5 `I 3-WAY SWITCH �� '$I+B�RB�C - _ . :--� - 18) Use 5 /8" g�psum board , unless o [herwise noted . Machine break all gvpsum bo:ard . Curner ' � Inland Cedar � 51 ' R1 and BR2 � 10 ; YIPE I_�vSULr1'LION . All water and waste pi.ping on first level , 2 ' bt9und aad - '-"-- - - � . . - . - . - � . o � � Iland nailing - ---� - - .�----- .. bead at 45 corners to 45 . 1'ake care to insure straigho , vertical 45 c�rnetis . � � l.acqucred j 52 Ll' S2 DI ; onle � complc• [ ely b�tween floor and ceiling : Plateau ManufactuYing ; ` - ! (� ' S RHEOSTAT TOGGLE SWITCN . - - ' _ - - � _ . Add wood ( ripped) wall backi.ng at all inside vertical 45 corners i- or drywa ll metai � ; (Taped 5 / 8 g;•p buard i � 2 NR2 : ' Hal � tead 220 F . , foam rubber 3/4" thick . Ali ends taped . � - - ' -- . - - . - . bead nailing . ' '. under all p:melinQ) � 53 I.V BK1 BR2 ` End-to-end „ � r � DROP CORD SWITCH ' - - - - +- __ ll ) AI.I. II.I�ORS (excep [ garage) : 3/� gyp-cre[e (Cunstruc [ ion ,� � � - - - :�AILING SCHEDULE i : i4 LV B}:l BRZ BR3 ; shadow cuts -- --- - ------ - - - - -. � - - i � * -- -'- � � � SySt .�ms , Tnc . ) . Poured gypsum Yloor underlaymen [ . � i � Above all fireplaces ; required , �� ` RELAYS - � ". � � � _- " � CONNECTION NAILI9G ( 1- 10* ) ! 1 � ( vertical ) � ( Densi. tti• 100 lbs /cu. ft . ) on 3/ 4 � plywood subfloot . � �,_,�, -_ - ' ^ , ----- ; ; � � NOTE : Gyp-crete [o be poured AFTER drywall inshallation � - - Joist to sill or � irder - See Detail i � Roth I.obbies ; . --- - - � DOPLEX RECEPTACLE - 120V G$ITIt�,L Yil�l�$�B'L�I �'C � I __ __ is cumplete . , BridRing to joist - toe nail ear_h end '2 - 8d - -- - -- - -� '-- ---- ._ .._ ._ - - - - - - - - -- ---- - - -------- -- -- - -- - -- - - - - �--- -----r . - ' . . . . � .. t -' DUPLEX RECEPTACLE - 120V Sole plate to jois [ or blocking - face nail 16d a[ 16° o . c . 'PRIM :- Red Oak basaboard A71 l. iving areas , Lobbies , ' Finish "�� � _ � NOTE: : Atl insulation batts to be flanged . -�'`i BUILT INTO BAS�OARD N TSR - ; Ao[ tom and top plate to stud - end nail 3 - 16d _ � - Stairwell Carpenter - _ - -- - � . ... . -- - --- . _ .. ... . -- - - _ _ : , Dt1PLEX RECEPTACLE 120 Built-up 6 doubled studs - face nail 16d at 24 " o . c . II x 2 Tnlan-i Cedar Al1 paneled ceiling ; Finish -------"-`----�-- � - -- - - -"- - - - - - - - -' -- -' - - . � � ` - y SPLIT WIR$D - BOTTW�[5 $GTiCHSD 6 See details : [op plates , laps and intersec [ions 2 - 16d � ; Pcrimeter and around exposed Carpenter NOTES � � � "- " � - - , •x , - - • ' DCIPLF.R RECEPTACLE - f2QV � Continuous header - fwo pieces or more 16d at 16 " o . c . each pi.ece ; : glu- lams : i. Aha+ uis(aUah�ui o� GYP-CHI, IL ade �g yenblabun 5. � � �c ni• i� �nur. n deVU' W GYP-i:HEIE shal� be th�ee (3) - � NAT$RPR04F � - along each edge ---- ---- --+--- -- -- - ----- -----F-- ----- ------ -- -F --- - ------- � e Arov� Q o assurp r.ompe �o '�N���� xich���, ; - o . . ' , " _ - Ceiling joists to plate - [oe nail 2 - 16d RAiLIHC ; Oak , l.acqoered Stairwell I Finish �0��� 6. t � N n �� �� n �� i- �� �� •.h.inrx: .xfryun�ciow,ihstandde�qn RECF.PYACLE - 240V C�;_�tl� �' ` �, I1 2. GYP-CR[ 1 ! �.h� �uh � l�cma.6Jlc�l . ��, ldtc ,r.. �wc;d� ilcn- Iu.�Jswi� . . � �i�.�p� �h�.�In�xY.UMinol �:';16Q. - • Continuous header Co stud - toe nail 3 - 16d : . -Carpenter ing constructwn. Damage can occur d mstal�ed belore 7, GYP-I,RF T[ shau ix�� t5[� usecl direcqy over melal forms, � Celling jaists , laps over partitions - face nail 3 - 16d - ---- -- -F-- ---- --- -- - � - - - ------- - heavytratles. fo� eau�n: ,� �iRµ.lv:a�ux? or wlinte d wfll come m probnged ��TACLE FOR RA2IGE SL� N� t , ` i -t----- . , . Ceiling joiats to parallel rafters - face nail 3 - 16d GLAZED � 3 x 3 YG 303 � Below firepldce mantle S on lile - 3. GYP-Cf� 1F c :inn� a �ea:�s1 ,1�r•.v�� c�au�., �d I �y •,;i,ki� vi c, rd.�� iwur� w. ,i, �, - - - , _ , . � - A Ihennalo� Wtu�r ,trucluraln�remenis . .: , : .. y ��- Raft¢r to Qla6e - toe nail 2 - 16d CERAMIC � hearth Cnr.trac[or a. GYV CHLif s��aN �mt be d�rectly appl�ed to a p�ast�c ' � !� HLEGTRtC i_� „ �. Do NOT instal� GYP CRF FE on o� below yrade va�x�� tkuirc•� -' - Wider Chan 1" x 8 sheathing to each bearing - face nail 3 - 8d TILE I 1 x 1 YG 8 Wet Bai countertop i Tile Contractor _ - - - - . �1 � �� � ' � Buil[-up corner studs 16d at 24" o . c . INTF.R- 3 x 3 YG 305 Tub S Shower surrounds Tile Con[ractor -- - � + TBF.RHOSTAT I�OR FANS� 1rSU' .�.$ .� ,-`, NATiONAL j 1 x 1 YG 5 Shover floors Tile Conteactor SPECIFICATIONS 3:2Wxinpfroporpens - - " FOR SLEC'I$�C REC�A(�.1� �Al1 ��b � ' - O DRYHAj.t (gYpsum, wallboard) . -�- -� - - � --�--_ ____ -- �� F� �, � pe agoi HIIl4LDISTAT -�--------- ----- 6-8 r H� Yv��.r;�. en[f 1 6 cu. fl. SenU r PA ib b I.AUIiIfAY � R�S: � . � „ a � � � . iiall sheathing ( to framing) : 3J3 [0 1 /2 Sd cooler nails COUNTER'POYS ' Foruica "alinond " Ritchen Coµnterto - - GYP-CHE1E .(k� noi over water. waler art+ounl w�lt change _ _ - . � � ' . ,,;,. - -- - 5 /8" 6d cooler nails � � P GVP-CRETE shau be �nstauetl �a" ih�ck urness otnervwse W,thcnnh�ik;nni ,�nci " *'; '� � � . . . Destgn 92D- 59 Installer , speci6ed. spreadinqandscreetlmgtoasmoolhcamnuous � . ._ -�_._ _ : ` ... 5* � Oak Edge _ surtace. Drydensnysha•ibeamimmym700pcf Mstaflatbn PAR�PILI: ISXeeUti021 . '_ . - _ _ _ - -- ; �- _ _ � �.~ - PLYWOOD shall be by app�oved e<pe'1 apphcaiors ot Ih1e GYP-CRETE - � ; O �- - - Aenray 'illl - standard I Bath Vanities CounterEO � Suhfloor , roof and vall s:�eathin g ( to framin g) : P Corpora�ion 3.1 �ontlitlonofSuAsce � _ � . ! � � bowl - 4" s��read faucets i Installer , ' 6 E N E R A L E i.E C T R I C A L N D TE S : ` ` 1/ 2" and less 8d Hand nailin may be � Msnmrin c --:r.sirur_I�c�n shaN Ge �5'i" GYP-Gfi�TE, �/z" . - - _ ��r - '' - � LonyForm 32- t6t � � �i ,�, ,n� � ���,� �y„vocz� y,��Niex��y��r ts 1) A��, wall mounted ii�candesee� flxtuns rhall be �ed :alijarW /0, I�OVe '1�ip��1[ s� �,y - � . required - - - - - -- - - --- ---- -- - - ---�-- ----- . -- - � 16" �-` � ' v t "' •h.: t u�,rv �nm�mum 96" ext0i+o� -�I��20 - - . .. _ � .� r . . ?f7RROR 3 / 16" walls and ceilin s � Wet Bars Clazer PARTI: Gener3l 4 � oHierviwe noEed . �: , a _ Combination subFloor/underlayment ( to f raming) : g � P�Yw�� r ��� ' f'�" O G Plywood musl bear an A�enc;an ? j All srritches shall be mount¢d centered SiY' abopR f3,oae' �� ty��1• - � � 1.1 SeOpe :�pi�cily t.� me,�: pin �ct �equu�,: � ien�s P�yu: � - . � :�PA) �)r:��lB:#¢demark dnd hC f�S�C�(I ifl g -.� � 3/ 4" an1 less Sd Clieck with constructioni 1 / 4 ° full size Above Bath vanities Glazer ._ci :,ni i .�ti "•Pi: � r�4crrnr�6iid'atiuns 3) All teceptaclea ahall be mountld CgAt�red i4° abovs tsipot'�""!R !� if M�N�, I�Mfi$$ : 7 . �r manager - - - - - - ----- - - - ----- -- -- --- -i---- ----- - ----------- - - --�------- - - - --- 1.2Q�alifiCadons S�A�n � .b:ie � „ r,ti��rtu�any sound. Mooin c�eaa and unita . (Neves 8baoe haatl,qg unics . ) � �. O 1� . CONCRETE Ru6bin onl �: ; Gara e ' Gen . Contractor Inslalla��on cf GYP I; HETE -.h.Jl be Iry an :yip�..wc�. h��o � ,! � . .. ., f � -.- q:. . ,..,. :xrifliercqri�urnnan;s . . - � -.:-+r . . 8 - . � K 8 4) Pot electzical fixtures RE : EbECTR�C F'i3�'ftlltE SCBEb111,T P-S: . � � W � � + apphcalor us�ny app�. ,. c,i �rux�ng piimping ��yu,� m�enl Pn ,� i :i .. :�. d� ,hrn-� , �t GYP-C�iETF Gerieral Confraclor , . . . i - - .� . SIDING ( to fram: ng ) t � FOL!NDAl'I01 � Concrete 5 For a ilanees R$ : APPLF�ANCE SCHEWLE P 6 . � - - -- -- - - - -�- 1 / 2" or ].ess 8d � Hand nailing onl.y � k'AI.I.S 1 tinish �etainivv wall . 1.3DtNv�ryandStorayFdyatarials shaC �n u.xt �i�r� ar -;� �� beppuredforproperna�i�ngofthe ) PP . + _ . .� . - . / i . Rub � � forming Contrac . - Atl ma�erials ;nal r�i� �).wxerfYi in the�r onq�n:d unn� w�ned Dlyw� -� .i n i -� n. -��., any areas of plywood It�at htve . 6) Ajj aPPl�ances (ipcludln� teFi�geta@6x , hi lo mletaMare t`Wg4�o�t►� �ky�l� s `MUCe �- - '� - - � � - \ - � - . � /8" 8d � i � to fill [ie Packayes an 1 E r ,;c�: !ed 6on�,�x{mwre �o Uie elements we.�k ni -� � �ei -� n:ncaled cfunngCOnslr;�UOn. AliStudJrall dispoaal , Grash eampactot , ht�idifie7r � vaehi3►g mic�Wias ��'�! � �i �Y _�I�dt. '_� � Q . I ' 411 exposed concrete corners i Damagetlor _feten..ni��•7matena�sshallberemovedlrom basep� �r. �n . t- � xin;iolne� openmgsshatiberemovQtl. - - " . .+ � a O �* ? ( " holes and , electric hot wat�r heaters , and cenEtal vscuwn sys3tem palNe unf.�s} :i�,� �a �,�ia �i�h the premises Tc, { � i. � .. -.�k -�- � .. Lu atl cracks and voids with a qwck � -� Q FIBERBOKRD SH�ATH7ti�__- �* � to - eceive 1/ 4' chamfer . - . .. .. - '. . . - -. � � . honeycombs and setnnq ,E . .:, ; r�p_�;��d a plug and wa11 recap[acle , [urnished by Eleitxical Cat6�isiititx i 1 / Z " �o . 11 ga . ' , 1.{ EnvkomqentalConditions ' � � � j , remove g¢fore dunn � :n� � .i't��r �nsiai�at�on ul GYP CRE7E 3.2Pnmmy 7 ) For eieetric heat &fiermostat and hoating unf.t loiSiQlasns , �$b 86AR'Il�'i ;R�1�. �D$. �, . 3* � ; � � pro; ections � Uudtlinq irner oi i:��: bc� enGosed and mar$au�cict ,�I :i Pl Ydu�� 1D '>� � ,y � nn c oai ;.t GYP-CRETE Iloor pnmer E07 E08. - - - - 6'� ( . _ .- --- -- - -�-_ - - - -- -- -- - -�- - - - �--- - - - ---- - - - ---- - -- ---- _� _ _ -- - - -- _. .- - - - � Iemperatureaboa� 5iir ;inUlstructwe :andsub- IWOricnr wqhnco rt ., .. � g.ir,iensprayeroverentueplywrwddeck ' - �: . . � - .�> . - -- y� 0. . � . y* � � � peraNres are s�ab•in��d Prowcie conhnuous heal anil adr usiny n� ,, r.;� ��r q�}� sry lt 8) Use multlple gang boxea whereves poesiBle . � n � tio . ].6 a . , STAIRWF.LI. , Crevcoat , s .3nd f inish � Garage Leve] � uale ven�daunn io r.i ndi � renave i.�e:sfure irom U+t� a�e.i �tiO., C> RI N�-iv.TIt�NS Mopor � gpha g g Y p �. � . � � � �P� -"� � � . - - g: q � ti syueec ee SS- t a It 9 ) Tfie drawin s ase for uidance onl . Com lete de� o� tARr tai1. 1N g* i' CONCRETF: and paint I � unld untlerlaym�^ d � r:• ; Gcx�tl au arcui3��n u �nqx,� ,���vc trr,:,� � � �.,��. � � �,,,t��o surlace completeiy sea�mg o1d prevailing ele�trieel codes aiod So Shepiro Cooatcuet�en Ca' s . Nt�,f� 3� dN` � No . 11 ga . ! WALiS I � lor good pb res� �: Some bwidmgs witi req�r.e mechan I�aidti � n. t le ,_ ihe� • i-.co hpurs or more than2A hours prbr _ . . - , - � . . � - 3* ; ; I ical venlJahon Under tr,r above a�nCht�orw 5 i riays �s !�� ��`� � ���+ ���+n ;! GYP-CRFTECoverageofSS-t asphait respansibility of the Eleete#cal Contractot . ° � DRYWAI.LS � Tape , Textuce , Paint First and ; Y y Y y , � � � q � g B P � " 25 / 32" 8d � , usuall adc uelr nr m i�me GvP-CRETE �s co�rs�dered m*:ws� n r:-�.: �r � �rn� , a �on r t0ps tt 10 ExCerior eite li hfin is the res onsfbilit of cha fileeErl.a�1 6aalEesctoi • ' - y � Second� Level � �r�r il no conden,:+Unr ,�rcurs in 48-72 hour5 �nder a L'ONCHf'1 : - GVP-CRETE Nopr primet is not aNvays RE : UTILITY PI,NN , A02 , for loe8tions . - . - t- � 3 - - - �o . 16 ga - � - - .- �}- -.-- .---__.�-._ -_-__ ---- � - _- - ---_..: 24 �4" secLOn ol pia.;uc tapetl to the GYV-CRETE � rery�w tl : - •� � -., i� r_qe ;utxtraies Contart loc:;! a . . ` � . . . . __ _______ __ ___ _ . ppi�cator 11) The Electrical Contractor shall be responsibie fer ia�ta�lai�fl � aQ�l4`�,e ��f��e �lns � : � � ForSpf�cJn ��•. [nnuni•nddlpqs � _� � ". "�• �J� ��' � e�rea [ox PAftT II: Pruduct 3� ����y�� �y� the transformers t.� the electric meters and uad th Ehs b..�.�.....� v..R.i ; - COLORS AND MAiERIALS : - 2.1 Materials To n��n � �� zr .r. �:nacg: to :nslaHeci �ndenaymenl and to buildiatg. ahail he inetalled 1n PVC soRd�}!t at eo�a�oi� L[a�qii= F�� W�ttl�ml +dr!pt�#� '�� UP . � � *-- ------ - RooL• Fiberqlass shingles . J-M Woodlands Shakevood Blend . Gyps�m Cernent GYP-CRETE floor unde� laymem complrn - . �n, � ,r�nk ppumigshouitlbeschedutedafler inLo utility room 8rid run seevicB thsaugh € 1!x c09du1! IPb;=-�qcC3sY � � �7� �$l�i + -r . { _: 1 Common or box nails may be used , except wheze otherwise stated . compowid. - - �h�' �'��-�'��+�'�'^ ' �` ���v+a�9�_ ' - 12 ) The electriQian shall make elesttieal eo[fne4tfon8 i.o ths[ �1u����.+ �l --p.L�E� -��� .. - �� 2* Common or deformed shank . (non-applicable) - Siding : Spruce or pine with Olympic semi-tcansparent stain 11726 . � Pnmer -- Ove: p�ywcxid use GYP-CRETE tbor pnmer - -Inslati i;vP-CRETE ro 3i" ih�kness unless othBrwise 3* Common . - Stucco : Devoe Al2 ' Apache ' . (Al l exposed concrete d walls as shown on A04) Asphalt emulsion rr:ust he usetl on remotleNng old wooden specdrc�ct. s�xeacJ�nr� mx1 sc�eeding- to a smooth contirw- be ' responsible fer- supplpii4�; 1Ylst�alling � and �2wn6�g ttN. 1►8�iil1�#�.► '�-- ; Fascia : Otrm ic i1726 struc�ures cws su�!ac �� F'rx e .+�: cum�nuoiisry aspo ss�ble unul instal- 13) Far informetion oca eie�tri,esl l�yout , %E : E01 �fs+i 80�. '� � � ' . � -_ . - . k. ; 4* Deformed shank. (non-applicable) ; p Santl - t, 16'" -i� iess washed mason. mor;ac o� plaoler tatwn �s c;omp�tte x� uiat no GVP-CRETE slurry �s pMaced � - f a - 5* Nails spaeed at 6 inehes on canter at edges , 12 inches at intermediate suppor[ s Garage Door : Paint to match Olympic I1726 . sand. ag�mstGYPC�Fi[TFlhedhasotHamedilsutilfalset, exCepl � . . _. . . . _ . _ _ ._ . . . _..,. _ _ �. . . _.�_ ... - . -_ � __ _ __.__� ._ . _ � �,_ -__ ��,�..._�;,�,.,�,_�,�.,,,,�,,,.,.,,., - � ( 10 inches at in[ermediate supporte for floors ) , except 6 inches at all supports 1=ntry Door : Olvmpic �1726 Water - - PotaS�e hoct-om �mpurn�es aiaulhurv.Kf ;�Nnts � where a ans are 48 inches or more • For nailin of 1 ood dia h:a ms and shear . - Windows Flashin ainst .sidin _ J,4) For el�ctiit hc'aters , RS: �EATER. AND - THERtI�STAT SL�IRT�.i. -�$+ _ '.� + ; _ P g p � P g , g : Ag g - paint to match Olympic i�726 i5) For exhauct fans , &E : FIXTURE SC$�DULE , it-5 . , `. 2 ' � � walls , edge nails spaced at 3 inches . Na11s for wall sheathing may be common , Against stucco - Uevoe Al2 nu�wv.a�Ef.pp„n� 16} Ail appliances laeaCed in ga�age qust- be 18" abore f�eq[ � .Olrq� �; � bax or casing . �� ���� '°.�'°°rn'c^'°Owo°w°w°" , '� � _� HA[IALL MNrME80TA 553�0 - Platforms . ' . ' : �, 6* Corrosion resiatant siding and casing naila . ' GEtiERAL MECHAhICAL tiOTES : 900 HMi1EL ROAD • , • • 17 ) Prov#de GFI circuite vhe�e raquiTAd : SuCh �-��! �,Y� titRp�t� - �� �'�"��i �� - 7* Fasteners spaced 3 inehes on center at exEerior edges and 6 inehes on center at 1 ) All utility lines sha11 be stubbed off at least ten feat away from the building . -- - - -� ° �AP"�°"119�06��0"�"r°" • baEh reetptaelea . ete . �?.. �. ,, a � intermediate supports . ' 2 ) Plumbing contractor must be prepared to submit comple[e plumbing diagrame , in stric [ - - - 18) Fiuor�c�nE 11II�{A 1)+pe G li,ght,v bo iW -fi�s iateQ 1 66�1Mf. ' - "�': -_ - �1 ; 8* GalvaoiTed roofing nails with 7 /16 inch 3lameter head and 1'-z inch length for . accordance with prevailing codes and to Shapiro Construction Co ' s . satisfaction . - GACOFLEX UQUIQ URETNANE RIJSBER MEMBRANE WRTERPROOFING - 19) E1CCYY'ical Contractoi shall futpiah la$bC and �k��)sf �.R ,�fYOlk -e�. ±��. -.� � ' S ;� : * 1 / 2 inch shea[hir.� . � 3) For information on plumbing fixtures , RE : FLOOR Pi.ANS , A03 , A04 , A05 and PLUlIBING (��-t�, 29 - vYrtng , eonduite , witches � ouEleH � f�.xEU1NY , c�i�il plYy�$. A��, �1��' • .._l 9 Galvanized staple with 7 / 16 inch crown and 1- 1J8 inch length for 1 / _ ' sheathin�, SCHEDULE: , P- 3 . - -� meters , alarm horns , deteeteCS , eme72gefl�y 136hl8 , 811 i� g�OTd �'� � ;;� and ] � inch length for 25/ 32 inch sheathing . 4 ) 'Phese drawings are for guidance only . It is the responsibility of the mechanical � - ., in compliance vith all appliaablt eode� . - , � � � . - � ' ." ` '-- � 0* Cemen[ coated Sd and 16d nails preferable . contractors to supply a complete svstem in accordance wi.th prevailing codes and to � �• �NERAL 2 MATERIALS ` � - . - 20) Eiectiieal Contractor shali furilisli labuC and matet�l fpp l�tet�}',�t� ,l�'. �Rii1i� - . ,� the sa [ isfaction of Snapiro Construction Co . and wiring of complete telephone and Ttl M�t�0.$ 8Ra eable aet�pt�cad� °�YB b��. + . -iJ Wotk Included: Install membrane co�xisting of pi- . - - - . ` �_._..�:-- ��+- . -- . ": -a• ` Y'UR FAYS RE : SCHEDL' I. e P- 5 . . All proAucts listed are RrnufxtunA w supplied by � � _. � - - _ mer where calied for, reinfwcertMnt for joints and flath- yy�tero, Inc. - - - � - 5 ) "fhe plumber sliall be responsible for supplying , installing and plumbing the humidifier . ��9. �nd urathane membnne. Apply in aocordanee wida �;y ELECTRIC HEATINI: LECEND - . . - tilectricai connection � by elec [ rician . these tpecifiptiona and Contrxtor qpplication Insirur 21 (ieneral: Liquid UnthaM Rubbar MemLRbM SYMBOL DESCA7,PT$DN � tiom GW-8 published by Gaco We�tern, Inc. Wwk shall be � 5 ) Pl.umber shal. 7. provide and install solid concrete block to support water meters . rialsshall : - . . Plumber shal. l provide all excavations and trenching required in connec [ ion with the PK�a'�ed by an applicator approved by Gaco Westarn. � - � � . - � `- - � lumbin � contract . PLum��er is to embed under round i es fn sand and/ or ravel as ��' � - � ELECTRIC BASEBOARD HFIITSR - - 4 f, R P � P S s. meet the puWiched pop�rtia ofal�ese podwxt , � � . LENGTH IN fEET �RDICqTED needed . Backfilling :and compacting to 95i. ( proctor ) is to be included . There should - 6� .._. - - � be no lumbin lines � ttached to the exterior foundation walls . ( Spaced 3° clear 1•2 WwkE�duMd: _ ' 1 .� -- - - . _ . . . - - . P � b, meet applicable Air V'011ution Gontrol - of wat ls . ) tions. UWM•?8and ?lanto/wntJne. . �. ELECTRIC BASEBOARD }1EATER „ 7 ) :\ 17 supplv pipin}; shall be copper and wrapped for maximum noise suppression . (Refer �•Z� Co^�nte Finish: See GW-2 fa recommendations . � - � ` v/ INLINE �THERMOSTAT - . . . - t � thcrmal and sound ��ot. tro] specifications ri101 . ) reyvding finishing and curing of wrious types of eon• � ': - --------- . - - - . _ 2.2 Unthane Ca�tinos: G�aoftex UWM-28 fa hori� aete. these �� �st�uctions should be incorpwated in the � ELEC'fRIC BASEBOARb - k�ATER S) :� 11 was [ e pipin�; shal. l be ARS and wrapped for maximum noise suppression . (Refer to � -.� � - surfaces and UWM•I4 for Ylrtical. [hermal and sound control specifica[ ions I1101 . ) coi�uetesection. ' '. ' � w[120v DUPL6T RECEPTACLE ATTACHED A� 1_Y2 drains, vents, ducts and other 2.3 OMer M�t�ridsR�qWnd: Prim�r, thimer Md � k �y _ END (RE : Electtical Plan � $Ol , Foi - - peoevatiom. Yg�„ Receptacles not attached Go hesters . ) - ar. sxpqnsion joint cawrs. M1wfWtillB rM�1i�Ml . 7.3 Condition of SubstraM: - �nd flshing compoynM tMN be saDP��ed bY � '*'; - - - - �- r� .. Westwn. Mc. , ,. _. _`�' THERMOSTAT . . . . . _ _ 17-A�� _ 7.37 Surfaces shall be free from pojections, dep►„' . r� r - � -� . . . � � � sions, loose scale, sand, wring comp0unds, qreas�R�il. - i � L _ _ � F.LECTRiC TOE-.SPACE HEATER � . - AUB _ 2 B I� pamt. asPhalt and other foreign deposiM Conctrs�Cfion - 3-: APPLICJ►�{QN OF MEI�BRANE WATE�1lOOFNIp ��_� work shali be compieted and droins, ducis and otFrc° �� �Mw- AppY primer� expansion joint oowrs 1 '�L� r �� �1�ECTRIC T08-SPA6E }IEATEi� penebations {ns*alled. ... _ t�q� [p). � �b. install H - �-- - � �� I2iI.IN$ THEN!lOSTR'P - _ ' ' � a�lliy i�f! aPWY ��4� . . . . . . . _ - - wsthN+� mlimMmf �s dincted i� Gato W�stem. lnc. C�A-_ 1 .32 The surface shnll be dry- Wak witl��lpt be S(�tt�d .. � - � K� . . � SLECTRIC SPAEE HEATBR . _ . . r��t. " ��� - " . ALL WOOD SPIFNI, STAIRS TO LOFT . +�'• - t�°�� �PV��r� ��r���tCiW-B. ` {JAT�'AGE IND�CATED V � 1 - - / STAIR- PAF OR EQUAL . 7 ' -5" UI �iF.TER , wlien the tempr.rature is undx 40�F. or when pnCq�- . _ _ . ^ I , � - . �, .�- �_ . . CLOCKWCSF: , C(N�1PI.F.TE WITH PI,ATFORM ANll tation �s �mm�nent. 3,y �y�wy �; ��y W���e pb�yM � p,�(�►UST FAN ONE RAII.ItiC . 108" RISE ; 14 RISF.RS AT � - s�cun s Wbi minimnm aoversg� o� fow yWuns �per t�p . �_ � - - __ . " - - - - - 7 . 71" . }-I.ARt:D 7'READS , C0ITEMPORARY 1.33 The surface. shall be accepted bY the arehitsct�nf! s��� �L IToW w!t lilm thidcn�tt - 60 mils.! The tdy p.X�ST DUCT , SIZE 6 , w BALUSTERS . (Also , purchase addi [ ional thecontracmr. StartofwwkconstitutesiccapLnot. dry film thidtnNt wi►1 avvapp npt 1¢yt ihm !6 ��) gHAPE II�ID4CATED (by - metching railin�; for loft edge . ) . mi1s. � _' j�°- - - ShOei A[etal ContYactor) - - - - - - _ �.. 4�NtKAL nV l t� I DESIGN LIVE LOADS : , a . Roofs . . . • • • • . . . . . . . . . . . . . . . . . 80 PSF �.�����yl f'G��T��ii I b . FloorS . . . . . . . . . . . . . . . . . . . . . . . 40 PSF • .�` �� N �. `` p ,,,.............. F �. c . Wind Load in accordance with Uniform Building Code , 1979 edition . ; ;='" ��S ;f,� �,.� F ��. fy , . I FOUNDATION DE IGN : = " q 12986 � � � • a . Design of individual a�d continuous footings is based on a maximuia allewable bearing pres- :�°, dj�%r ' � �� ��� 88 I sure of 3 ,000 lbs . per s quare foot (Aead load plus full Tive load) , placed an the natural , ` � Y r 1 r coarse , granu } ar subsoils or compacted structural fill , be14w frost depth . �%� �-- b . Refer to soils report no . 19 , 640 by Chen 8 Associates , Inc . , Denver , Colorado. aNxuN6N� � 'z"z6xbzo = T � • c . Verify soil conditions and types durieg excavation . - . . - W� 2 - �2�Qxb �/lA,S. � P . - - � . ' � �. i REINFORCED CONCRETE : SS - 4 � ���-,� 9= 6 9 =6 _ 36 " 6 a �-concrete design is based on the "Building Code Requiremerrts for Reinforced Concrete" --- - - - - _ - - - - _ ' _ - - 4 =i 9�6_ 30 � O 6 =6 ' / 3* 4 -'"'� , (ACI 318- 77 ) . .- . _t+,e . . . . _ .- - _ . -- 3 -O 6 �6 52 36 - 02 _ _ �` � - -- -- � --- --- - - - � - - b . All structural concrete shall have a minimum 28-day canpressive strength of 3 ,000 psi . ! i , c . Concrete shall be proportioned utilizin9 Type I cemenY . ; ! -_ � d . Provide continuous shear keys at all cold joints and elsewhere as may be shovm on the /� e � /2" TM/ BLOCK/NG � drawings . � sEI. T��iV � /��= / �- O f= O , CENTERUNDER � e . All exposed edges and corners shall be chamfered 3/4" . ' � S/ S!lBFL OOR SPL/C E . f . ` All anchor bolts for beam and column bearing plates sF�all be placed with setting templates . � ' I //7. AD- ALL BAYS THUS ; � TYPiCAL I-BEAM BEAR�•vo- cw ELEYA7nR wq� ; I - - --- -- -- - -- - - ; - ---- - -- ' IN RCI G STEEL • RE FO N � � � � a . All detailing , fabrication , and placement of reinforcing steel shall be in accordance with j , � , �_ � , h the Manual of Standard Practice for Detailing Reinforced Con�rete Stru�tures. ( ACT 315-74� . SNAD/N6 iN0/LA71�S _I //2. 75, I b . Reinforcing bars shall conform to ASTM Specificati�615-� end shall be grade 60 , except 4" COHC.S ON bRADE AS �'V 5 � I - t � / L .. i RE/NF. N/ 6uL - w� 4x �l/. 4 ' , ��K' S2 + //3 7S � ties , field bent bars where permitted by note on plan , nr bars� to be welded which sMdil - be �, , � ! ; 3 � grade 40 . o N ' O w.w.F ToP �eEV.visso : _ _'L' � c . At splices in concrete , lap bars 36 diameters . At splices in masonry , lap bars 42 diam-• - � ' � '' � � � /2 �DFEP7M� 2Y4�2�00 W eters . At corners , make horizontal bars continuous or provide corner bars . Around open- � Keys�yr wa �� oNro --- --- -- - - .�- �- - - _ _ ►. FooTi�y i V v � � -�� �`�� l7SP tiJ P'-O � sq '-O i _3 `' ings in walls and slabs , proyide 2- #5 , extending 2 ' -0 beyond edge of opening . ',:� I *� � ,, - - '4 �- - � - - - _ -_ _ i-r __ d . Except as noted on the drawings , minimum concrete protection for reinfurtement shalt be in � , ; ! - N -"' "`- 9 - -; -� I ! �- accordance wi th ACI 318- 77 . � '�; I Y � 3 ' � � (//2 .2 S� p e . Welded wire fabric shall conform to ASTM Specification A- 185. � � : � � ' "� n , GIRDER 4 (SEE OiETAI G j • � oi' � , � //2.25 � � ��g, pp 2 � STRUCTURAL WOOD FRAMING : �u w ' i ; � ! � ry a . Except where noted otherwise ; all 2 " }umber shall be �ouglas Fir- Larch or Hem-Fir S45 No . 2 v. I , I � //2 . TS i I 7-0 �2-0 2-` , + ! � � �_i_ �_ _ s,i and better , and all solid timber beams and posts sh � ll be Douglas Fir- Larch or Hem-fir Mo . l . � ��- - �f i . i ' � � � i2 �DEEP TMI Ix4/2/00 ' ! ' � ; i i ' � 4 b . Studs shall be Standard grade and better pouglas Fir- Larch or Hem-Fir . Finger jointed t � � - - ---- - - -- i { , � - -�si studs , if used , shall be of equivalent grade and species required of non-finger jointed � � � : 1�- 4 � �� - � ___ 2TSp ,0i�" = 36 =0 _ _ _ I !-�_ �. _ -- �- ,- /2TS �' c studs , and shall not be used at exterior walls . 0 Z j , I I I { / • a . Top and bottom plates shall be Douglas Fir- Larch M2 and better. z z W Q I E�CEPTASNOTED • � p ; ]� � 34' Pot/RFVOYPSUMON �° T�� � i ���ppo � d . Provide solid blockin9 at supports for wood joists and lx3 cross-bridging at mid-span . Y - II 6 CoNGaETESt�6 RE/NFO�GEO ,� _ _ _ _�CJ p.ROUw /, + P�y, i�Vrl."Rio,euNDER- _�_ _ __ __ Within floor joist> spaces beneath solid or built-up columns nOted on plans , 61ocking or o � (� � � u/ GxG W �• 4X w i. g o,v 4 " o F - � � � L A Y�1 F N 7'-C,�Q A D E P L Y W p�p W� � � . - area equiva len t to co lumn a bove s ha l l be provi de d f or pr o p er t o a d t r a n s f e r . � Q � � _ � ( FREEORA/N/N6 (�R1WEL `u : � i ; ! 6XTER/o,� ots/G, stuEO /A/A/LED ! � � : e . Except as noted otherwise , minimum nailing shall be provide� as specified in Table No . 25-P y� Q = � ro P oF S(.A B = /OO A O � � E D l�f 9 . ' � � ' i TaJO/JTJ NOT ED. EL6Y. TOP oF � � � I �� �� 9GOPE 8LA8 TO ORA/N AS N�p i �-�- ' I P�YI./OIDO - i/3L//'f ' -�- - I . 3 Nai lirg Sc he du le o f t he U . B . C . , 1 9 7 9 e di t i on . U se 3- 1 6 d n a i l s e a c b e n d o f 2 x 6 s t u d s . � � V Q � ON ARCM. P�ANS . � � ; i ; � (11z •25) SLOPE 7'�P oF f . All plywood floor and roof sheathing shall be as noted on the drawings . g . Prefabricated joists shall be desi9ned by a registered engineQr to support full . � �_ _ _ _ . ; I _ _ _ ; CoNG. W��L , dead and live loads and any other superimposed loads . Loa� duration factor shall be 1 . OD . ! j � ; � � I _ � 1 , erw�v �tiv. NO��O Calculat5ons and shop drawings , inctuding member sizes , and 1 �nnber species and grades _ , Q GiRDER 3 (SEE DE q1L a3 shall be submitted to the Engineer for review and a$proval prior to fabrication . � h I � I M h . Lead holes for lag bolts shall be drilled in accordance with Table 5 . 1 of the A . I . T :C . O -, I. (1/2.LS - - ; i ( � - f i _ 'N � • Timber Gonstructio� 14anual . 2nd edr - - � I N � ' . � ' J � . L J STRUCTURAL GLUED LAMINATED TIMBER : � 4 � tl � 0 � ACO � 6 � 4 a . �+Tateri�aTs, manu�acturer�an quality control shall be in conforx�ance witfi AITC Product �i} � . `! �� � � Standard PS 56- 73 , " Structural 61ued Laminated Ti �er" . � � ; . � , 2 � '�^ h : i2"DEEP TNI tx4/2r00 - I � gZ � b . Lumber shall be of such stress grade to provide glued laminated men�bers with allowable r pi t � 9 -o � � �_o�3-L SEF SEGT. � � �y , - -- --- - - 713.TS ���, 00 y stress values of 2400 psi in _bend]'(19 for dr,y conditi ,�etvic�. ^ m _ � � S2 �� - --�-{ I , _ _ �., , - _ . z I i8 SR �a 2 =0 = 36'o j " �j ,5 c . Al l members shal l be Architectural earance Grade . . O a o � 0 � - {_ � I - APP ) Exospt Mhert i�iddea an��signated a8 � • ' ; m , � I � (ji ,2 � /12,75 d . Adhesives shall meet the requirements for wet conditions of service . glu- 1� unfin+ D Yl � � ?1Z.b1� �. 'v. ' _ (//2 .e5) � - e . All members shall have no camber. •ished �GLU) � � r m GIRDER 2 (S�E DETA/t G2 WtOxe2 a ; � � , `.-�- , ///.9.i ) t STRUCTURAC ERECTION AND BRACIN� REQUI.REMENTS : o � , , Q h°° p --- t- _ _-_ /2• �EP M� Zx 2! . -- a-fiFie structural drawings illustrate the compTeted structure Nith all elements in their final � � O � ' ' _ C95 .5] ' � � C : d 'a 2=0 * _ S� � N , vy'�P �. b-/ �o ' ;o � •� -^ - -- - - z P. � a '-o = ±2' o _ - -' - - - - - C-� positions , Properly supported and braced . a Q O - � � ; t _ _ _ _ _ __ � _ - _ �uB�E WHERE � b . • The Contractor , in the proper sequence , shall provide shorin� and bracing as may be re- N � j l � � ; N � - ��_ } -- . SHOwN quired during construction to achieve the final canpleted s#ructure . ' x a � , � -�r a,� - a0P ' �n ^� �q �n i - SEE Q O � � � - - 1 � i�, � ToPOFDOOR ,� I o I - ' � � ( - I � I oFrAl /O ; G= / �p ' � STRUCTURAL MASONRY : � m J ` ,;� f -- a�pC�ur= io� .a.3 , "' i � � � � � I O � - - � ;� - " a . Hollow load-bearing concrete masonry shall be lightweight urtits eonforming to ASTM G9�- 70 , _ � 0 O � , , o - .o �ni � � n , � � � f g� v. 0 /O � • _. ,U; ' I e� � .o � y /o v b Grade N . Minimum f = 1500 psi . � , V � � � � - _ -_. '��I 2 - � � i i 'N i SZ ir2.s5 E A/��y, uSE3-2x/2 b . Mortar shal l be Type�i or S . Su9gested pro�ortions by volune are i part portland cement ; � Q ; � � � �O ;0 7° AqD �f F�[[.SiP J � � 1 - 1 /4 part lime ; 5- 1/Z parts damp loose sand . Masonry cement shall not be used . Adn�ix- „ `w � I I � wa . �z W /0� Q tures shall not be added for any reason unless approved by the Architect . Minimum cube a J ---- _ - - -- - - o i � �-- \ . 3 stren th f ' = 1800 si . � � ��. : � „ _ ; � d1. 93 �. _ N/.88 ) iIt�T3 � 9 m p Q , � = � � � , c . Bond beam u�its shall be produced from standard vertically voided units wikh pre-cut knock- � � _ , ; - `0 I h .� i ' j � I _`�_ -iIZ. TS � ��+. o0 9 ` i � I /il.50 � out cross walls . 0 � 2=ox2� 0 OPEN/N6 T� I j , ` � I-� -, , _--- d . Al1 grout used in masonry walls and block cores shall be eoarse gr0ut ds definec! by U . B . C . ; I � I ; � , - ����•�� I � �+ iN.RO Section 2403 ( s ) , placed by yibraLinq Dr puddiing . If lift5 exceed-4 feet in height , - � i 2~ . A l9 : ; � � , , � �� ��r� clean-out holes shall be provided. Niaimun cul►e strenqEh fa� -= -2d00 psi . � . , = , � , , ` , , � j �Ni ' � ' J� ' �/OfE� ALl/uST �oi3T p - � � �6KLS1WUEtnt e . Except as noted on the drawings , a11 bolts , amcAars and embeA�ed. items shal l be grouted in �- 8 i �0 T � l /4 - 6 s 8�� /D_4 a /O b -6 �� ! ti ; I ; I f.oeATfaVS A4REpu/4Fd 8� �2� " i0=4 's /O� b-6 R^ � plbce . , .. � T r 11N/;eSi o -tiI " �p ' I I � Gr.EAR PtUMQiNb � f . Use continuous horizontal wall reinforcing in ail masonry walls . Reinforcing shall be - - ' .OT W�sR . • � ' � ' � � i � n� welded type with 9 gage side►vires and 9 gdge trussed tross wires .- Wire shall confor� to T � Ni \. � � � v � I ! \ I � I ' L � 7 ' ASTM Specification A-82 . N , ; , �/ . �Wximwo verti•cai spacing of joint reinforcing shall be i� . . O � - ' � ' i - - - ' p2.75 ��3•TS h . Where noted on the drawings , provide clearance betwepn masenPy and structural elex►ents , or �oo. o e - • °' � ' ��'� 9•G7 I j i -� - � - -- -- - 2 " �EEP T i 2xf/ --- -- � � I/8.00 ' wrap steel with polyethYlene film . M LDO "� . � ti� � i i o. i 'f � sv. � i�" = tb ' 8 � i � =oizo: 'O , . ! � \p I ; �h - - -�- - - _ - - - - - . - - - STRUCTURAL STEE� � _ � p � ! G�RPER I (SEE DETAIL GI ) Wi0xi2 THUS 5 61�Y5 a .-�'tructureT steel shall be detailed, fa6ricated , and er.ected fn accoritlince with AISC "�peci - I N � - fications " , 1978 , and " Code of Standard Practice" , 197G . � , � e� ; i ; � /I 1 Z b . Structuralsteel roiled shapes > inc} uding pla.tes and angles sha?1 l� ASTM A36 . 4 � '• � z � ; w ; � S� � ���,� ) • • /niDiCAtI[g � � � .. g� c . Al1 bolts ; including anchor bolts , shall conform to ASTM Specification A307. Bolt size � S2 � � , h � I - i - . -�- � G/RqER BRAC/A/b - �/�t- ,- 6=� - � �� shall be 3/4" , unless noted otherwise on the drawings . g • � I y h'� � �- / �� r ; � LI NI sEE �OBTi� / 3 ; I � , h g , d . All welding shall be done Dy a certified welder in accordance with AISC and AWS specifica- �� ; N ' N � ' � � � �� �� 3 � N A�4 e . Ex�ansion bolts�called�for on Lhe drawin s shall be "WEJ- IT" , " RED FtEAD" , or a roved I ; p ; FOOT/NG ELEUAT/ONS ARE BASED - I ��n � - - /2 "pEEP TM/ 2x4/2/00 ' � - �- I- P 9 PP � �� ONENCLO3ED N�ATED S�°ACE � ' ! � � , - - - - - - - -- - - ' • � wedge type , with the following a�inimun embedments : 3/4" dia . bo]ts - . 3" S/8" dia . bo3ts - i ; � . , 4AST oF rN/S �/NE - - . 2 - 6 2 5 SP. e� a 'o = 50 '-0 ; � �-c �=� � � 2" , 1/2 " dia . bolts - 1- 1 /2" . � - - - - - - - -- - - - - ! ! " - ' - � -- � - - . . f . Headed anchor sLuds ( H . A . S . ) shall be attached to structural elements with a welding ma- ' �' C95 . SJ C95 .5J � ; � _ u2. T5 � � chine approved by the stud manufacturer , in accordance with the maaufacturer ' s Nelding Y _ ��� _ �_ - - � - � _� _ � __ � ' ' - � � sPecificatiens . - � - t F,� ,� , d � " � � �' ' gr?° � �oq .00 4 STEEL JOIST GIRDERS : , 3 0 : � � 40 � I , ,p ' J � 2 S� �ftA � H u C, WA Li. � g , a . tee ,7oist 9irders shall be detailed , fabricated , and erected in accordance with "SJI � � " � ; s� � i S L ^ PE P 3' � �� � S-2 Standard Specifications for Joist Girders " and in accordance with notes and details on � p� j _ � � /6 =/0 � 3 ♦ Structural drawings . d t --L h . The joist girder supplier shall provide to the Structural F�gineer the yield strength of V N yoS,�qC� �nO• �'� i 9 9 • 31 % �5y iz' � �-�-- � o(. . 00 � S-2 the joist girder members , the series of weld electrode used for the Spist girder fabrita- � ��_ � � � . 30 � tion , and detailed ca.lculations of the joist girder design in aecoedartce with the loads W �y I S�' Z $'- o �' 3 _� _ tl and panel point 19ocations specified on the struetural dra►viags . � c . All field weldin shall be done by a certified r►elder iq actordaAce with AISC and NYLS � � c �,5 : 5 ' � 'L S- � specifications and recomnendations . Fie}d welding elec,trodes shall be in accordance w4th �L � 4 � _ _ �Z�o 4 �4 � " SJI Standard Specification for Joist 6irders " . � ° BACKFILLING : • � � i a . Do not backfill against retaining walls until supporting slabs are in piace and securely � A � � ----- - , anchored . , 20=/0 / 7 = 0 17 - 8 ' (0 , ✓98 �--- - - M.� Y 2 55 - 6 �` � SS =Io I LOOSE IINTELS : - -- - --- - ---_-- -- - -- -- ----- - -�-j ---- -- - - ------ - -- - --�} a . Unless noted otherwise , Provide loose lintels as follows : ( One angle ftir eath 4" af wall • thickness to bear 6" minimum each end ) Openings to 4 ' -0 , angle 3- 1/2x3- 1l2x1/4 ; Openings` . FOUNDAT/OlV PLAN �� = i = o � F/RST LEVEL P� AN m, �8• = � � 0 4 � - � to 5 � -a , angle 5x3- 1/2x1/4 ; ppenings 5 � -� :to �� -6 , e�� e ��- u����6: : =I � GROUT : {~ t t � a . Alt grout beneath column base plates shall be non-shrir►1c , "Embe�o° . °Fi ��-Star". ur equal • � . � !. TOP �F FOOT/NG ELEVAT/ON = 99. 5lINLESS N01E� OTNERWISE l. TOP OF CONCRETEWALL EIEVAT/ON = !/3 . 75 UAlf.E9f Ndt'EL) OTNFRW/SE All exposed grout > StlC6 85 dt machinery base plates shell be R�►-sArirtk . �n-metatiic. , � oN PtAN THUS � C e�[vJ OM PLAN rNU$ : E�EV. -�� "f ive-Star" , or equal . 2. C/R,Q�'R�SN BEAR/N�'i ELEY. A�OT60 QN PLAN TNII� : �6G6V. ) �y � � ' SHOP DRANINGS : . . • a . u-�rnish `one ( 1 ) sepia of shop and erection drawi�gs for refinf�kcipg ;te4i , artet st1'uctur�l steel to StrucLura•1 En ineer ftlr review rior to fabrlC�tioFi .; - F � /03¢ 5-3 �2 6 �6 7- 6 4 • 9 /4 - 93t Z�f . . ' � - - . . - . -. . . . . . . . - _ . _ . - _ . . —�` �- -�-�--�—� - -+ er, ---f-;`— - - � ' A�e��etG��y� �. , - O - y- - O �Y - . �u. � - " .. N �'/� . NORTf! • � � �r up -� � � �° wr� . =�8o ,rt.F � SOUTN 5l s" ''�Fo+`��Tf�pf ��• , , . , r�'.� �.3� + . e o 4 7 - � �� Il� � � F � 129II6 - s- - ---- - ---- -- - ---- - _ � � is + T ��/ � `�s ; �� � � yy"�� � � � �''i /M S IL1C F A G E G / I�CER l (G l 1 (+�O DE'EP '�� c�.,eE,e " � C�� oF WALL � 4� P/PE V Y ' ' �� 8'MAS �Y WALL_R6/NF� ' S � z , 8� S � / 3�/ U� T s T D . D U R -O W A L L /�J 1 6 '� , �-- � J y,F, - - ' /+�R� . # + "s b� 4 '-O v . //4.00 . 8 "LONG. WALL OEYDND . � G� 3 �. � � �ACH S/DEOF OPNb. � 11� 4t /fJ /6 "' f� . h/. ' � � - � '^�ro[� =?-�' K�' � SEE ARCH FU�PANY .IDA � � : • CENTICR /N wALL . ,IDC i � � : : . . :� : v 6 � i , , . � : : r . , , ; i : . � � , � v : : o L i : . _ /N/ORMAT/ON. 2 - iK7's ,oTOP , HOQZ. GONT. • �, � � T FULL LENbTHOI� WALL _ + � x 6 ' ExPAN6�WV tQlN �kAIFME QF TH/ � =s "3 - - - - - - --� BOLTS /J2'- o TO ' � X�1� IbkfLUS�1 � /K4/L1t FACE . . � M�NT 2K/2 4' - � T VP. 2 k'K WiI JT/FFFNFR ---- . . - . - .. ' OFWALL G/R�ER G ( GZ � ; 4 - Ol.�EEP ) 36W�'B£R �FG/PE �� " BorHSI�6SO� WiB _ _ - � � �' \ . _� i �'--��KG �%h7ETAL4 RS S£R/bS ,. ' 21 2 � ' 8 b H � __9 - 8 � � � rYPE SO�ST NAN6raR //2 . T5 /l2J5 8 CONL. WALL RE/il/F.• � - - - — �_�_ w A6 4's /cJ / �O GONT E. W. , � b �y 0 w � 2 -�S's TIB tONT. w���•. �ve = i. aaxca 5' yw' 1 ' � '� ' rl , a L i 1 1 i i 1 L L - 1 L 1 i � L i L L � ,Y 1 L J. � 1 a i � i � 6 L Z .G 4 �. . ` ': I I � . _ " —} SECT/ON e ,� .,= , _o — I ' —1-- , ' 37 � /O 8 CQA/G 6M' RE/NF, i 2 BuNa-ES OF 2 - * 7s � iNS/4E F�E G/RDER 3 (G3 ) (4 -o AEEP ) �L'GIMBER �5 DE FACF # �56J i'- O �GOAfT, � I I � CONT. t77L1. �NOTY1 Q�`�I8 � ',.� t�/A[L OF WALL e ' . � SFE vLAN fd2 L�i�1GTM ..OF CrT1VER # f ow�s � � ,_o , ;.� :. � � � # Ts . //4.00 � i2 - , f -- - - - - — - - -- -- - { S-- -� 5�� ; {�i-o_ 6'0 � /0 �� 2 _ i S3 e-f � �� 6�Y1W0 : SIMicAe � � • + ST/RRUPS �Q N" ALON6 //3 .� , / o - - �s c �— -- � � r- ' �F � 0� iif.00 �' i � GANTr�EVER owLY - � ' o�� • .M, L'IR-�vr'i � �.�.' 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