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VAIL VILLAGE FILING 1 BLOCK 5 LOT 9.pdf
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I - • K .����- 1 � � •-"�Y �1 . � I r i i -i :�. � 1..� � � I � _� . .ow �Y r.�. / ' � . �- _ - - � � . � —' _ . _ . - _ , { � -_t �'��' ` � z � C � '? � �a�, ,.,, �' 'GG Pf��i _ -PI.,�:i-i ct _. ! _� - '� ra � — � �'r� ' - �_ j 4�� � , - - � - - � I - '� � � � , �� . ' . . ' � — . . . . . { � , . _ _ _ . .. . .. _ _ � �— ��f' G'�" PP' `G � �JCJ —� , � ' - rl }' ; . f ! � �� � � � . �- '- -�- ' � = az . � ! r ('� � .� � e ; � ; � � _ ,�—� i �, ; r� . �, �, : ' ' ' � � � � � -�' 1 ; 1�1 � F 1�'� � L '?°��r'" � -rJcco _ ,j.... �� I �; G ! ': GOLI �'"r '�Ji —�=} ' * Acv IT! o� tr ,` _ _ ' - .��� •---- -----•---�RTE. ti1 �3�� - C � c�'ro ;�) � i� ^ i , � , J Y'f � � � "" � ^� , � � ,�.t� i �ta ;y �.� `'� �. _Q�_ i i � ,��� , . � � _ � � � '� ' > � � — .f. � _ � , GQO � Or -�� �-10 . r % : �i i �o � Z = � � i — t �,i - - - �➢ , y ; I , , � I . - . - ����; . �- :1- � I � v _ � i . , �,�/,: . . : �. i O , :>-" , , � TR.P� . . . �t ! Gi� ✓�o • _ � _ I � j .� l iJOO ¢. i ��� i . . - - � ' ' ' I i � ii }+ �t ii — � � _ � � _ _ � _ = j ` = ' ' - —�— , � � i . . . - � i � I '.�_c�-} %'�',' '-` ..,� �r;r= � - � � = - � ' - . � ,2�.1''� I� T��i'�'J � ��. !�� r �J 'ti!. � ' `�� � �— t , i ! � �� i� �,v� Z� � �� �� � - --I I I � � fl 1 =� To 2 - D � I 3/T P�P �.1 :: _ I � -- - - - , -- G ���_�t rkteK GORE CREEK _ - - . _- . _ _ _ . ' _ . _. __ ___ E ��GF �f r:i;kE �_:uEErc. _ . _ IOC YEAR FLOOD PLAIN WTEFPULATEC �� ROM � �--- � HY�RO � TRIAD , LTC DATFD JUHE 1975 � 1 S8O°�J� �E FND PIN H �Ar FH�. aiN e� caa� 19.0(Y � s. rvo. �e7� , . L . S. Nc. t6827 � /60 �� I � � �I . ';71L�TY je. M / EASEMEN7 / I �� / K8162 .0 I - + _ 1 � is. i � �l( � ,�- � N L.9,�t � _� � a 8�62 I� I 1.L � , z, e' _ � X I STAIkS �'3. � _ /� �� ,� /� , �. � 5.5 � {d' / /.. _ ,f 2.p' � � 'y� . __ 2 .7' � � J S C A L E 1 ' - 1 0 ' , _LL, w000 oeCK -` ° / DATE OF SURVEY � / I6/9i ;� = ' u � � � � LOT� 10 o WIT S COR. � �� o � �ECK ` _ � PK. AI� I — Z - �l � c� l � , �� � 3 , . , --- 6� �6 � -- 5:: � ;� '.. ? kt. ani :E ' !ia� r -�.� �T '�'�NE �. F U.. ' IC � 6` G �jg Q� , � . U�PER LEVEI �, �F_CKS '�, \ � �r v N � � i 5 `�� � ��� �E , 4 �� ee' BUILUMG F4CF - �' `� ' �k� - �;� � . .. � I \ ..� �� � . . . . __ . . ' i�Ur '� ME UP 9JIL _C.'; R `+ � � r� (�F1N�µ� ' / B - . o ':Z'-' `" � � iME' k �-�'vh:Mi� N ; � I . :.� � ' A '1' IUN � ' H;F; 'P1F � CR7' P: �" �� � LOT 10 � ' ' � ^ 1 hereby certify that this Improvcunent Locatiui , Certificate vas prepared v foz BA BRIDGEwATER , that it is not a land c.a' L�T � � survey plat oz improvement survey plat , and that it is not to be relied ^ o.i-5s a�:,es (cas � upon for the establishment of fence , building or othez Euture improvemen [ , z , ie� ;a Fi �rai� � LOT 12 �r ru��_ � 1 1 nes . �, NOT ro sca, r. , � I fuzther eeztify that the improvements on the above described paccel on ' _ . . � :;�'RF rREFk ;�RNE this date , 7/ 16 / 91 , except utllity connections , are entirely vithin the boundaties of the parcel , except as shovn , that there ace no A encroachments upon the desctlbed premises by improvements on any adjoining premises , except as indicated , and that thete is no apparent evidence or W slgn of any easement ctossing oz burdeninq any pazt of said parcel , except ir, as noted . a ° OU? UNE "F BV.I : '.iNG `� ?r !! t �: E '. �1VENHANG � 2 r3.3 ' 3 Date : � �3 7 / ��.� �r.��.�..t -- � ;� Stan Hogfel � 2nd � EVE� � N aV ColoLddo P . L . S . 26598 , DECK � C 7 'iE � �., PrL � � Bi . .�� �i� sjr � �A ^ IQ9 � - - _ _ P � `D a . , ' ,. -.N ` a -tr�Cn �iin�, i. � NOTE ROOF PEAN Ef fVATIi1NS �1wf 115 F�)�i_iiW 'n y9 A ) ° 9i99. i . � � ?r ,1 ' " V�E , '_. eEkF.hP�': FI - b �:) r' i �_ � 0 � ilE T ^�� R _ �: N _ ` �4Hn IP:S ..kE:. N '6 � � ? , w, 23.JF ' ` G�RE �R�EK �R/VE � IMPROVEMENT LOCATION CEf�TIFICATE �4��� LOT II RESUBDIVISION OF BLOCK 5 AND A PART OF GORE CREEK DRIVE _ _ -; _ _� _ � ��-6� NOTICE : � • VAIL VILLAGE , FIRST FILING a1199 Highway 6 6 2a. Faqle-Vad According to Colorado law you must coaanence any legal action based upon any def ect PostOlficeBaxt230 in this survey within three years aftez you first discover such defect . In no event , TOWN OF VAIL , EAGLE COUNTY, COLORADO Edwaras. COBt637 may any action based upon any defect in this survey be ca�menced more than ten years 30J �9a9- tap6 from the date of the certification shovn hereon . �, AM E -KE �. � z�; �� . 1667 _ .e. ,,,.,, � •�:=y.. . . . - • , . ABBREVIATIONS SYMBOLS DIRECTORY DRAWING INDEX AB ANCNOR BOL T FLR FLOOR RGN ROUGH ROOPA F I N I SN SYMBOL / KEY TO ROOAA F I N I SNES ARCN I TECT / PLANNER L�. I S '""E r' .f' ; ' ✓ % ; � ^ ° �;' - , ABV . ABOVE P . O . W FACE OF WAL L ( STUD , ETC ) RO QOUGN OPEN I NG ARNOLD / GWATHMEY / PRATT ARCH I TECTS . P . C . A2 Fl�i: u Pl.�- -; S / � :� EU P �,.P - -+ �� 1000 S . FRONTAGE ROAD WEST VA I L , COLORADO 8I 657 ( 303 ) 476 - I I 47 5 --nr ,-•.1-.� 4 � „�- uf�•-rr, • AD AREA DRAIN FTG FOOTING RM ROOI�A � CEILING NT P� 7 EG - ADJ . ADJACENT GYP GYPSUM WALL BOARD SEAL SEALANT ROOAA NAME / NUMBER STRUCTURAL ENGINEER A4 � •-;"rEL � O �- �irG-�//�"' ir • . / �.�ETF .� , ; l v VARIES ( SLOPED ) � � �.{G_,. �m�-. I (-+ '✓� 5p�; i6'i AFF ABOVE F I N I SN FLOOR GL GLASS / GLAZ i NG SNT SNEET —._ � � �� �� ��-' � A5 � �' �"° � `� .1 r?y � • v✓��c�ts- G ��K- P�i.-� c� � .�f�'T I r ALUM ALUMINUM NM NOLLO'✓V METAL SIM SIMILAR % � Auvr...1 , ;:.r� �oR.� vr+ � � � �o '? 4�; - ! j <o ,�i <' � `� p�=-! �" � '' � ALT ALTERNATE NT NE I GHT SOG SLAB ON GRADE FLOOR � BASE WALLS CE I L I NG MECNAN I CAL ENG I NEER �, `� PE� i � � =�ATtc� .- 1r:: � AP ACCESS PANEL I NSUL I NSULAT I ON SPEC ' D SPEC I F I ED C, CqRPET C PAD - NONE cr CERPMIC T I LE cr ceaa�+ � c T I LE Q ANGLE K I T K I TCNEN SPECS SPEC i F I CAT I ONS � SEALED CONCRETE CT CERAMIC T I LE 6P TEXTURED DRYWALL 6P TEXTURED DRYWALL G� � . -y'T'�uL-• ',_ , �w� ,. ,,._ CT CERAMIC TILE ST STONE 6S Sfv100TN DRYWALL 6S SMOOTN DR7WALL � � LP LOVV POINT STD STANDARD SL SLATE T TILE AS SPEC ' D 6T FIRETAPED 6YP 6T FIRETAPED 6YP 5T STONE V V I NYL P PLASTERED DRYWALL P PLASTERED DRYWALL ELECTR I CAL ENG I NEER h Z �7�I.IGTU �� � O T TILE A$ SPEC ' D W WOOD AS SPEC ' � W WOOD AS SPEC ' D W NOOD AS SPEC ' D CLG CE I L I NG MO MASONRY OPEN I NG STOR STORAGE v sueer V I NYL WP WALLPAPER WP WALLPAPER � � `��T�u'Cfi� i`'�" -� CI CAST IRON MTL METAL vr viNY � TILE W WOOD AS SPEC ' D � C .l CONTROL JOINT NEC NECESSARY OWNER / DEVELOPER � CENTER LINE NIC NOT IN CONTRACT T TREAD � --- - — -- — --- - ---- -- CLR COLOR NO . NUMBER TEL TELEPNONE GRAPNIC KEY TO MATERIALS DRAWING SYMBOLS � /1 — — --- - -- ------ --...— ---- - -- - - --- — -- - -- - — — CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE TNK TNICK / TNICKNESS , GENERAL CONTRACTOR �� J � EARTN j� CMU , � FLOOR OR � REVISION � CO CLEANOUT ON OPPOS I TE LIAND TYP TYP I CAL i Saor ELEVATION x SrMeo� COL COLUMN OPG OPEN I NG /�� SroNe � PLYYJt70D O Q - O INTERIOR CONC CONCRETE PL LAM PLAST I C LAM I NATE � � � x �ooR N • X - A2 . 9 ELEVAT ION SO I LS / GEOTECNN I CAL ENG I NEER � SYMBOL CONT CONT I NUOUS PLBG PLUMB I NG � v VAR I ES _ T CpryCRETE ���- BATT INSUL ' N i O W � NDWJ TYPE � PL PROPERTY L I NE � � �� SECT ION No . DO DOUBLE WALL OVENS PLWD PLYWOOD w / WI TN � SOD / 6RASS � RIGID INSUL ' N , O SHEET No . �— I xx NOLLqN MT � LANDSCAPE DES I GN DW DISNWASHER R RISER w / o WITNOUT i � EQ EGIUAL RD ROOF DRA I N W / D WASNER / DRYER X DETAI L No . I A1 . 2 SHEET Np , � 2 6 R6H STUD X , X WALL TYPE O FD FLOOR DRAIN REFL REFLECTED WC WATER CLOSET INTERIOR DESIGN FDN FOUNDATION RE� RE�UIRED W / D WASNER / DRYER � � �� PROPOSED � � _ _ EXISTIN6 � STEEL PINISH 1hOpD CONTOUR CONTOUR FIN FINISt-I REV REVERSE WT WE � GNT W 0 U � Z :�= "_ ; . .: , _ __ _ � W VJ � % � -f�;� ��_ _ _., - . ��, , � z � w �� V J C� � � _ � � S ��� _ 5 E �. 2 S • �� ' Town ot Vail Communit � � , r y � Q ill Development D„� n , ' Plan Buil ealth Flre / , r t r '� � V 9 __ 8f7o : S �' �PProved � � ❑ ❑ � � .'- �P <1Pf-+-} �i N 1 Pa i �_� . ` ` -- ° �_ � , U� ,� i - _ _ , ion �enied ❑ ❑ ❑ � � � �. �i . yb � x�. ga' -- � �I , � � -- - ---- - - �, � d Cor� F1�Gar izo-� :- _ � � � � � _ r,� • F�--r�� �, ,_.i ,n ,n Q � ,� �, 6_ Validity ol Pe�mit � O 9� � iNy� ' P�„-� A � X �'o i3 '1.iF � �`� Sec 303 (�) 1 ^C2 U . D . C . �E rto� � PO 'T� v � DEG1L ' .- F. .�" � ' E-- I 'L 1 1 x �o L+F�- rcE.�.2 � 1 � J ' c� or run!�n, ci : � znoroval of p!ans and � .. �/a v� ! � :� LI �T � C)� .. 1-aCi"'�'� = u.l � , 1 w , � 9 � : . ,, , , � t � � � �� ' constru�d to be a permit iur, cr zn �. � I � � { ' �' , ;,: . � � c _,aiicn ct any of the provisions af this code � !� ��it 4j'j�f_ t �� `�'( �D�.� . � �Z . 1 ' ,L �� t,1• � �. _� �y c ����er ordinance ot the jurisdication. The issuance o1 � �` -- � - - - - � ( �� �-i � X ? ° �st"�C t�i f '�1� _ • _ � ; F �� mit based upon plans, specifications and other data shall °Aj�' � �E = N -TIf=� �T�'— �� % � � �,,�' not prevent the building ofticial `rom thereafter requiring the � „ F � t� �` '�'; � r����'� Pj �' ( r,orrection of errors in said plans, specifications and Ghe� ' I O e.v z ets • s 1\ -rp � L�-�-�+ fT�1 .:�J �=-:f�' t7E . • :r' :.1.�-C-C? F I !�: , t�:..� 111 � . data . . � N�w O Z . ��"10-/F To � I� ET =k TUL � n S � � ` t ��� OATE: 6/ y� � �. / � � � .: � � irJL� > > �' � � �''7 �1 � 2 - � Fi IN �"T'G � 1.� �<fi — ( . '. ;.� F p {-j ,,�n +,�'TL � r--± 6 W � . _ f i --� . ,� , i� coPyngm � • ' 17� �'to t2' x �,. ' I r- __ 'c', x (p � ?i�- �� ( � yf � y?� i�-��J,) t/� ,�, _ �j . �it ���i � I� � �j �: ��'7 T- �� 1: ��- _ � _- - Arnold/Gwa�hmey/Pralt Archilact6, P.0 � V Au Rigms Reservea � /�� \ 1 h�s tlocument, and the ideas HE/+R TH � � � � � � ^J ' 'T�i. . �'� , �7 '�G'�C� �` F'� � � � - � I t -r � � i � t -Y- �. /� pro e ssonnal service ras t�he • I I .�(", . � .. � � c � herein, as an mstrument of rwvrc� � — � ✓ ^Ty-� �U� �-� �� ;�.� r�. , '��J G�I-le-3 I I�' � i�lt^+c;,�'7 L7�� '��l11� � I � � . ,lr �o Po beh sed.oi nwholeo S�Y � � �. � �� - - - 4 . �f"� G�� f� k'� � �1���4��,,. �7J�'� � � � I �i � `L �'i �'-'�C�"•F%' hl l-'� . �� -i ��� n pa�. withoul the writlen � � in authonzation of Roben L. -� � Fil�-G'��r-�G �f' `�•� �`.d� � G= ✓ _ I�1='_ -_�,___ _ __ ' _.' , . � 1 . Amoltl. Etlward M. Gwathmey tt�/ F�� I � � 1 / y r •�C"r ::.,�;Z.G - ',� ':.' I -_ �. 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J - � E - x i � - 1�fi-----�-_ ; __: � j � ��. � x?� ��.�� � �-� u _ � � � : - -.;_ - .. . _ . �. �- . � A � ='�'"-� � .;� �i� � s� : �.i i,x��� . �, � < , ; - -�y� _ I - . - -- n —�'\, ; � _ ' . .. f . �y % ,.�. �"= � . . � -� . . . � . - � I �.� ISION ! . . . r, ;_t � � io �� i - . �: � �r �, � _ � � � � �, i � . - � ' . fi �� i f „ - .: - f� a. r�i �. itq Uptarn�� i � . a : i :, n � ] amp � E : of rep � ev � n ;. .il `� ve i � B . Pfeler � a � �; [ ., ee fiem �.� vatl L � Uwnar : IINm � wn �� cr� ar :- � emovea priu � � �� maturials t �, be p18caA will 4e oDtelned Dy Lhe G4ot � chnital ;� SEC1fON 01005 ACiMINI � TRAT : Vi PRGVlS10N5 A . The Genaral i, ontracGor shall provida Cemporary ratar servlce . ihN ster [ of Oomolitfun shali reaiein propurty o ( Orny � . All other { tems for tleterminatlon of ma � imum danslty and optVmum mofstare i � � � varfous subcontractors shall provido etl tenporary connections an� lndicated Cu Da ramoveC but not 1 �dScetad for relnstalletfon shall matartals . Unless 4ndlcated oth� rwisu , tasts for LhVs dat •. � � 1 . 01 WORK COVfkE [1 BY CONTRACT OOCUMENTS hoses nacessar to conva same to lacas neaded . become � , Y Y p property of Contractor Nho shell removo than fram the site . � � A . Work undar thls conGract lncludes all malerlals , aQulpment and labor Copfas �ofatheUresultstofdtheserlests9wfilrbeuf � emeshad� toa � nacessery to complate th¢ wark indfcated , specff { ed or reesonebly 1 . OA . TEMPORARY SANITARY FACILITIES PART 3 - EXECU110N Contractor . These test results wfll ba -tha basls of contr , . n arreJ thera rpm . A . Tho Genaral Contractor shall provfdo and mafntsin adequata cham { cal 3 . 01 PREPARATION campactive effort . toll �et facflftfes for lhe use of all emplayeas engeQed attha sSta in D . DensSty Tests : The aensYty and molsture rontant of each 1 , �� i . 02 LOHOITIONS ANO REOUIREMENIS co�nplfanca with appl4table regulations . A . Extorior Opanings : Eroct weat �erproof clocures for extarfor opaninqs . compacted f111 in placu uY11 De determineA by [ ha Geotechni �._ , l . 05 TEMPORARY PROTECTIVE FALILITIES B . �ust Protect { an : Erett and mahntefn dustproof parttt4ons es requirad Fng { neer 1n atcor0ence wlth ASTM O1556 or � 2922 . Recompact an . � A . OfvisVon I - Genaral RaQuiremunts govern rarK undar a d v sion o �nata� iel fountl not to comply wlth thx mSnimum spatlftod donsit �. . the spacffications . to prevent spread of dust , fu�nes and smoke to othar parts of the requlrad densfty is oCtained . � A . Provlda end maintaSn protective devlces and fac111lias ( or f. he builtliny . On completion , remov • partitions and rape { r tlamageC B . Varlous subcontractors shell revixw with Eagle Gounty 8uildlnq rot¢ction of tha Da ertmenl and arran e for reQUired Sns ectSons . � P PuElic and the general protectfon oF all workman on surfaces to Tatch ad } acent surfecos . E . Field Engtneerin9 : The respons1611 { ty for linet , gra � as anrf ' P 9 � tha projact including hut not limlteA Lo ; nec scary ( or pro{� ar to � � tinr and r . e � � � . �. r !. h. , �„ 1 . 03 CONTRACTOR USE OF PREMISES C . Bufldlny Oceupaney : Cerry out demolitlon work tn eausa es 1lttlu , � , . . n [ r � - t �� i Nn �, w �� . ., � � , � � � � I . Oangar slqns warnfnq again heaartls creatad hy such feetures ( or inconvenSanca to occupents as possiblo . „ � , , , ,> . r , , ., f � l � � constructlun es rotrudin nails , hoists , wall halas , window � 1 . Oo not u e� eCa vor naSs e u1 ment such as V f i 1� � - � I, �� h� ���� f . . .. . A . LimSt op¢ rations unAe � [ his con [ ract to tha area of the prope � ty as P 9 P Y Y C P Seck han�mers durinq InAicateC . No operations or vehicle traffic will 6e allowed outsVGa openings , stelrways and falllnq materlals . normnl business hours . c of thSs area . 2 . Ffra profection epulpmQnt , � � V � �7 � Q N 4 3 . FSrst ald aquipmunt , 3 . 02 9U1LOiNG DEMOLITION i�� i � �� ; : • � i� : '�tt 4 . iemporary walks , roadways . krench covars , Garrfcades , bulkheads , � I . 01 EAAMINATIDN OF 511E rellinqs , danqer lfghts and slqna7s , etc . requirea for ChVs work by A . 6�noral : Damolish 1n orderly and careful mannor as raquirad to - FiR STRULTURAL SPEUI � A . ( allure to visft slte anA b¢ come fam { 1 { ar wfth sfLQ cunstraSnts and fedaral , state and local safaty laws er� d buflding codes . acconmodate naw work . Protect exfstSng foundations end supportVnq ' Norking condltVons wfll Sn no wey relieve any Contractor from 1 . 06 FIELD OFF [ C [ ANO TELEPHONE structural mambers . Dlvlsfon 1 - Ganerel Requframants applfez t •, w �, � � � necesslty of furnSsh � �g mater � al or performf �g work thet may ba 8 . RepeVr : Ropafr demolftion performed in excess of thnt roQUlred at n0 2 , 01 510NE raquired to complvtx Nurk in accorJn�ice rith Drawings end A , The Gvneral Contractor shell provlda and maSntaln fiald offfce rlth cost to Owner . Specificatfons wlthuut addStSonal cost . telephone . No toll cells shall be allowed for supcontractors . Tha 7 , 03 SITE DEMOLITION A . I � , t « <� '� o :_ ii � g r .� � ,: � y : ih�� , � . ParkSng on slte wlll ba extremaly llmited . Perking will not be c fleltl offlce and telephone shall � e aveila� lQ to � ha Architatt . ' � a1loHed along Gore Crexk Orfve or in completed portions of the 1 . 07 f, LEANING OURING CONSTRUCTION � A . Re�nove evistinq site lmprovemants as ind { cat � � ; . D � V I �7 � Q N 5 projecl . Jub personnel may be required tn park o ( f - site . r A . Ee� ch contractor shall keep tho 6u11ding enC siCe free of wasle 3 . 04 CIEAN-UP �, ! '" �' ' � �' N `• . I . 05 FIEID ENGINEERING meterfals and rubbish . Eech iuntractor shall daily transport such f, w� �. � a � Iteq �ilr ..mant > : �,; rneral Conoitiun � , upplEn ,: : , ' ,. ; y .. A . Owner Hill provide fiald enySnearYny sai � lces to esta6lish grades , ma [orSal Co a tlesignataC location on site . The 6oneral Lontrattor A . Cl � aninq : Ourfng Aamollt { on oporations , kaep uramii � s fren froni General Requiremants apply te wark of this Uivtsion . shell perfodically Oisposc ( or accumulalad waste off slta . eccumulations of resla materfel or � ubblsh causetl by employees ur 1 { nos and levels by use of reroqni : ed eng Vneering surveyir�q wurk , end at complatlon of work r �movu rubEfsh , tools , and sur lus SECTION 05120 '; l �; i � ' � i =:' �; I '. �' i �• i � � i - ;, r � � � prattices . Contractor shatl protect wntrol and referanca poSnt , . 8 . Each Contractor shall leave h15 Nork clean at tha complaCion of his mnlarfel anC loave premises claen and rvady for subsepuant work . � � � �' F � � � � "` " � ' � � ' work . Claan lntarior araas prVor to sta� t of ( lnish work , ma { ntaln Promptly remuve wasta , rubbish or debrfs from sita . SEf, T10N 05500 1 . 06 REFERfNCE STpN0ARU5 a� oas froa of dust and oth¢ r cuntemSnants duN ng t5nfshfnq operetlo� s . ' �� � � � � � � A . For produr. ts specl ( ied Uy assoclation or trade standaras , comply with SECTfON 01600 MAiERIAL AND EQUfPMENT SELTION 0220 EARIHNORK rNquireman [ s of the StanUard , axcept when more r1g44 requfrements nre PART 1 - GENE "n�•. PART 1 - GENERAL speciH ad or are raquired Dy appltcablo codes . 1 . 01 TRANSPORTATION AND HANOLING 1 . 01 LOCATICk � . � B . The dete o ( the styndard { s Chat tn ef ( ect as of tha Ufd tla [ e except A . Transport products by methods to avoSd damapu . Dolivar ln undamaped � • O1 REFERENLES . A . Extericr when specfffc dete 1s spacffic , conCitlon 1n menu ( acturor ' s uno ened contafners or p packaqing , dry . A . CompattVon Test : ASTM 0699 Standard Proctor Densfty . 1 . 02 QUAIITY A -� �� � � 1 . 07 REfERENCE STANDARUS 1 , 02 SiORAGE ANG PROTECTlON PART Z - PROOUCTS A . Melii � �� � A . For produc [ s spacl ( VeA by assoctatton or trade stnntlards , compiy with A . Store produtts ln accardance wlth manufacturor ' s ins [ rurtion , with 2 - Ol FILL ANO BACKFILL MATERIAI 1 . 03 REFERENi :" repuirementi of the 5tanderd , excupt whan mora riq1U requlremants nre seals and lebals lntecl enJ legSDle . Store sanslt4 � a pruducts in spacif { ed or ere rxqulred Uy epVlicable codas . reathartight Qnclosuras ; melntein withtn tamparatura and humtdlty A . Backf111 end Fill : On s4te e . revateU or importad non- expenslve A Me � � . . W � ranqat raquirad Oy menufacturer ' s instructlons . meterial , froe of [ rash , Oabrls end orqanics as spproved by the Desi , � � ; . , : : . . . . , - . ��. � „ � 8 . The tlate of tha stenda� d fs that 1n effac [ es of Uie bf0 date axcupt f, eutechnlcal Engineer . � � � � � � �- " ' " �' ° =' ' � -- � � when speclfit date is spaclffad . 8 . For o : tarior storego of fabr4cated proEUCts , plece on supports above B . ExposeC Metal Fe6rStatfon Wurk : Comply Nith Section 10 � 1 . 07 CUTTING AH� PAiCHING ground . Covar pruducts suGject to datarSoration rith lmpervlo � s sheet 2 . 02 UNDER SlAB GRAVEL covar { ng ; provida vent11et1on ta evoSd cond4nsatior� , Archftecturaily Exposa0 Structural Stael of AISC Cod• of Sr . � A . Opanfnc� s Sn constructhon whlch are raquSrod Dy othur contractors sheli A . Imported qranular mnterlal contatning less than 21 passing the No . 200 Practfca . � , I . 03 SIIBSTITUTIONS siQVa and nure th�an 50Y rutaVned on the No , 4 slava . f, . Weldiny : Comply w5th ANS Structural Yaldfng CoCe - � � be laft by trafts 1nvolveA . It Is the raspons � bVllty of varfous PAR ( 3 - E %ECUiION 1 , 04 SUBMITTAI ^ contractors to suyV � Y � n aAvance , proper OnA suffltlently detailed A . Documant oach requast wlth complate data subftenttating tompllance of In (urmatlun . In event of falluro to supply Lhts edvance Informatfon , propocaC substitutSon wlth Contract Documa� ts . Submlt Product Oate Q O � uttiny as may Ge requirad shall oo done only eftar concurronco of and samples es requVraG , 3 . 01 CLEARING ANO GRUB9ING A . Sho �� � Archltact anU at thu axpense of [ha nagllgent Varty . , � . , , B . Request constStutes a rap� esantat { on that Cont � actor : A . Ra�nove Lreos , shrubs end vagetatfon within the construction eroa PART 2 - PRODUiI � � SECTION 01700 SUBMITTpLS includfnq rou ( structure . Raouva frum the si [a or bury 1rt common � � l . Hes lnvasCM19ated proposad product and determioed khat + t meats or tanOSCapinp erae .� Protact f [ ems tu remein . 2 . 01 MATERIF ;. 1 . 01 PROCEDURE axcQOds , io all rospecl. s , specifYed produtt . 2 . Nfll provide the sama Harronty for subatStution as for spacl ( fetl 3 . 02 EXCAVATfON A . Steei _ i � " � . ,. , , r� , : .. , � -.a � � � A . SuGmlttal : The Genaral Contrector shall meke submi [ tals fo [ ha prutluct . � ^ '� •- � %� � Architact . Du not make su6mlttals diractly to tha Architect ' s 3 . Wfll courdlneta lnstallstiun nnd meka oth+r chanpas whtch may bq A . E � cavata tha site as requlrod for wells , foundations , plars , araas , B . Stesl Pfpo and Tubinq : ASTM ` A53 . A ', � � cunsulta� ts . Subm4ttels made Ulractly by subcontractors or suppliQrs reyulred ( or work to 6e [ ompla [ a In ell ryspects . . besunents , crawl speces , pfts , etc . , to depths fodVcatod , Al1 thitknass I1 yauqa . � will not bo accaptetl . 4 . Malves clafms for aAditlonal costs whlch may suLsequently bacome foot { ngs shnll bear on natural soll below frosl depth . Bearing � aOPerent . matvrial shell be verifiod on sito by tha Geota < hnfcel Enginear . C . Peint : Red metal prlma � or Rust -Ol � um 1069 red pr "� �� B . Rovier : Archttect and h1s consullants w111 review submlttal wSthin 10 esphaltic Dase paint on all Oelow prade masonry su4� � � deys of recoipt. of suCmission for conformity wfth tlesign only . C . SubsLituttons will not ha consVderatl rhen thay are indSCete � or 8 . Keep excavations frea from raln wa [ ar et all timas . Notlfy archftect panels . , Ouantltles and dlmansions are the rospunsib111ty o ( the Contractor . implled on Shop Orawlnqs or Product Uata su�mlttals wlthout saperete SemaAtatxly of ground water encountered so permanant deweGer { ng can be 1 . Matal Ra � � � � • �; � : Ri < S - Oiz �, m lf: F. 9 , nlo � ch �, = .. � �� � ProOer fittiiig , constructlon o ( work , furnish4ng o ( mata� ials anE uork wrfttan raquast or whon arceptencQ rfll rayulre suGstantlal rovlslon achfaved . � � - ' - � reQulred t� y Lhe Contract Oocuments but not lndfcated in subm4ttals of Contract Documants . remain thQ responsio4lSly of Che Co� tractor . Review of subm4ttels , , , , , � shell nol be construed es apV �� a � al of daviat4ons from raQUirements o ( � 3 • 03 PREPARATION Of HATURAL GROUNO D . Metarfals : N �� .: � � � . - � ; �, � : ., ,• � ; . ConCract Oocuments unless devlatlons from Cantract Oocuments have boen D . ArchiLact w111 Oetarmine ncceDtability of proposaA substftutlon and � `) specl ( ically nuted as such un suDmittals . w111 notify Contractor o ( eccoptence or raJactton in writing . A . Scerify upDar 6 " of all cut or f { 11 areas undar { ntarfor slebs on � � V � 5� � � N 6 � V SECTtON 10700 CONTRACT LLOSEOUT � grada ar pav { ng entl recompact wlthin � 7L optim�m molstur • con [ en [ to a - � C . RosuGm { ttal : The General Contractor shall mnke resu �mittels unt11 the mtnlmum of 95Z of Standerd Pructor Dunsity ( ASTM D698 ) . " �'--�'- '� -=' �" ' � - � W concurrenca of the Archltnct { s obGainatl . 1 . 01 F1NA � CLEANING I J . 04 FILL AHD BAf. Kf [ LL Olv { sfan I - Gaoeral Requ � i �� � � � . , � � � . � � � � 1 . 02 SUdMITTALS A . Cloan interlor and e � l � rlor surfetes eMposed to view ; remove [ emporary A . At proper timu , ( 111 as roQUired and backffll around wells , piars , SECTION 06100 Rf"l �: i � : hF ' t, . laDxls , stafns aod ( orelgn substances . Dolish traosparenl and ylussy I etc . , to � r4nq th� eurth [ a proper levels and gredas for su6sequunt PARi 1 - 6ENEFA � � � � A , Shop � raw { ngs : Submlt seple and three bluellna prints each . s � rfaces , Clean eyuSpmanC and ( lxturas Lo a sanM1tery conditlon ; clean � wark . Instell beckffll 1n evan IV ( � s on both sides of foundetion or replac � ffltars of inechenicel equfpmunt . Clean roofs antl Cralnage wells and after supporting ( lnors ua 1n placo to prevent eztessive 1 . 01 REFERENC ( B . Produc [ Oata : SaDmfl ffve coples eath . systems . Clean site ; sweap pava�7 areas , reke clean other surfeces . pressure on une sidQ . A . Wood C . Jo0 S { le �ocuments : Only accepted Shop Drarings or Prodacl Date � hal I , 02 OPERAT � ONS ANO MAINiENANCE DATA B . Plecfn I' { il ana Bacl: ffli : Du not inca brush , sod , froien materlal " Nati � , � i � �. . � ,, � � : � �. bo kep [ at the joD site . Tha Gunerel wntraitor shell Keep a complate or othor perlshsble or unsuSLebla materinls in lhe ffll . Dfstriputa � � � � ' " � " � � � sat of such docum�nts on f41e et the joD ; ita . A . Subm { t caDy u ( operation and ma { ntenence lnstructlon for equipment and material on the ( ill Lo avuld formation o ( lensos dV ( (eri �g es publ �� , i� ed by National Forest Proaucts Asso � ia [ i ,: systams . [ ncluda parts 11sts end local cervfce agency . � sabstantlelly from the sun� ound meturfal . Delivar meterVals to Che B . LumOur : Comply with Stendertl Grad { ng Rules for Wes � � . Fiald Moasurements : Requir � d iield measurements are tha . , fill surfaca Sn a manner Co result 4n a well end unSformly wmpacted publfshad by Western Nood Protlucts Assocfatfon . Ea , responsib4lity of the Contrector anA will De mada efter Shup �rewlnqs 1 . O :t WARRANTY iill . Bo ( orx compact4nn , spread flll materiels In approxfmatoly shall be yre0e stamped . have benn checkeA by thu ArchitecY . hnrizantal leyars not greeter [ han 8 " thVck rtth uppnr , urface :s, Copynght A , iine ye .� r ,� ( r, er Tf0 tlatr . approxlmetoly horfzontel . C . Plywood : Lomply with U . S . Produtt Standard PS 1 - 7 � fo� Softwoc � : Arnold/Gwathmey/Pratt - � Architeds. PC E . Con [ � , < . 'i � - �:re - � � - r- - . : -. � � � , � � t � ., t ,. � si � a �. � � �:-� i • � � � �• � �� �. . �� ! Plywood /Constructicin end lndustrSal . Each panel �. 6a1 '�, 1, .• '� der. � . quaigmsRaserved contr � � � 1 �� �_ „�� � rt , ;, ; ti� � , 'itr . D I " I � I O w � n - . Muisture Control : If , 1n lhe opinfon o ( Lho Goutech� Scel Englnaer , it wlth Che qrade tredamark of tha Amarlcan Plywon � ' '� - � � r � V L is not possfDle Lo oDtain unfform mofsture contont by adJing water on 7h�sdxument, andthe �deas ., 1 . 03 SAMPL [ ;% UiVISiON : ' � ' � i� H �' �� �. � he fill surfnt � , add n� eassary moisture to the f111 materSal in tho � � -- - - - � � - - - � - D . OrSentetl U .v � �; : �� , . . . ,.1 r . � ,.., ;� � �, .. , �. ! i , d !v `� ! d - , . . , � andtlesign5incorppra�Btl - � � , - excavatVon . I ( , Sn Lhe opfnlon of lhe Gautechnical Engineer , Che �� � herein , asaninstrumentof A . The Ar < hiteit » il � pro � � ar • i � e ��; � � r � � l i .� rvi � ., � t .� � �: � i � � -� � i . i •, i � �. :� i � er• �. r � l h' .- �i � � i .*m? nts applie : � .. ,. . - 1 -�, n th �� -. �� '� ,� I �: �� ., r� . material proposxd for us � 1n the compacted flli ts too wet to permft PART 2 - PRODUCTS pro�ess�onalservice, isthe indiiating coio � , lext . � e , � ��� f � � , sh . a0e� uate campactlon , dry fn an ecceptable manner pr4or to plecfnq . PratntArchnects, PCandseY� SECTIUN 02070 SELE � TIVE DEMOLITIDN Place f { 11 end beckflli AeterSel witM1fn + 2i o ( optfmum mofsture 2 . Ot ROUGH HAROWAG nottobeused. inwnoieo� in SELTION 01400 UUALITY LONTROI � 1 . 01 PROJELT LONDI1I6N5 � rontanl . par� wrthoutthewritten . 1 . 01 GENERAL U . Compactlon : Llhen as ecceptable , unfform molsturc contan [ fs o6tainad A . ProvlOe ; � � � - � authorizaUOnofRODeriL hengars , ,� ; . . . > . � ; � . , � : . . , , , � • � : , . � . . � . AmoldEdwartlMGwathmey A . EnvlronTantal ReQulrements : Exacuta damulltion fn mannor to limit compact each layar 6y methenlcel method accaptable to the Gaotachnical correct matertal of � p � uyer siia and st � enyCh f �.� � JrorHenry Pratl � A . Gancrol ContracLor sha71 maintein puallty control ovar supPliors , unnacesser Cust and nolsa . Burnfn of m� tQrSals on stte not alluwoA . � � � � � � � manufacturers , p � otlucts , sarvices , site condltluns , and workmenshlp to y 9 Enqloeor to Lha full dansfttas es OeterminaA by ASTM D698 : SntenAad . Con ( orm to thu requiramants of th { >. - . � � produce work uf specifiod Vualfty . i notes on the Orew4nps und appl4cable boilding �. B . ExistSnq Condttions : The ad } oSnfng un { ts r111 Da occupiQd during Interiur Utility TrQnches UnOer Slabs on � constructlon . Do not inter ( ero wfth uxe of ocr. up { ed pnrtiuns of ' Grade 952 1 . 02 TESTING LA80RATORY SERVICES buSldtnp . Malntefn froa and safe passage to and lrom occupied araas . - BackfSll Rehind Rxtalntng Wells and 2 . 02 FRAMING lUMBER A . Oeveluper will emptoy xnd pay For testinq laboratury inspactione end L . Exlsttnp Ut111ty Servlces : ' Foundation Wnils 95I Intar { or Fill A . Studs , Joists and Headers : A5 Indlceted on St � : � 9s : Date 5 / 9 / 90 tests . 1 . Cappinq : Arrange enA pay for dlscannectinq , ramovinq and capp { ng � Exter 'ior Uttlity Tranc � es Undar Pavinq 952 B . Blocking and Furrfnq ; Duuglas F1r or Nem-Ffr Standerd Graa �� 8 . Cooporata wfth tasting laburatory to furnish access , samples and utllity services uiLhtn areas of demolftion . U { scunnect enA stub i Exterior Fil1 Unaer Pav { ng 95X bottar . of ( . Nutify affacte0 ut111ty compa� y tn advance and obtafn � Trenchas Not Untler Pav4ng 95Z R evised: temporary fac4lf [ Ses es reQuired . Provfde testfng laborotory epproval befare sterting Ch1s work . �i Overlat F111 b5f suffictent prior notica � or servfcas . 2 . ldentfffcation : Placa markars tu inCfcatu locatSon of� ! C . Platas : � ougles Ffr StandarC Grad � � . disconnocted sarvicas , ldantlf service lines end ca in The use of free water ( uddlln prassure treatod Oouqlas Fir or R � c . SECTION 01500 CONSTRUCTION FACILIilES hND TFMPORARY CONTROL � Y DV 9 � p 9 ) will not be alloweU . � locatlons on projact racord documents . 2 , 03 MICRO -LAM BEAMS 1 . 01 TEMPORARY ELECTRIC1iY AND IIGHTING 3 . 05 UNOER SLAB GRAVEL ( SCREENEO ROLK OR SiN6LE PASS ) 0 . Protvctlon : ProvlOa necessary tamporary shorinq entl Grac { ng lo A . Baems : Trus JoVst or e A . Servlca : The electrical subcontrac [ or shali provtde tempo� ary support end protect portlons Of exVstfng bullding dur { ng tla�aolltfon � A . Install Co compac [ eA thickness of d " undar all Snterfor slabs on � �" � � � � � ' �� ' �� alactrical servlce to stte for construction purposes . The eloctrical ope � atto� s . Leava suth shoring in place unt11 permenrnt supports heva � grade . bean installod . Be solely rasponzfble ( or dasign , safety enU edeQUecy ' 2 . 0� SHEATHING � subcontractor shell Orovide cir � ulLs , branch wiriny and Oist �� i0utlon of temporery shortng end brar4ng and 1ts abllfty Lo carry iped fur � B . Pavar suDqrsda to be Class 5 aggraqate base mSnlmum 6 • in tle0th A . Floor Shenthfnq : 3 /d ' T ?. hoyes es required for temporary powar and light { n� , lhe elN � trVcal whSch Vntendad . � - � . � � � � sub � on [ ractor shall proviAU temporary 14ghting for aach space and thu � cumps � tad to 95S standard proctor rlthfo � 1 /4 " . gLia ) . i Gennral Contractor ' s office trnSle� . E . Safoty : Cease nperatfons an0 nott ( y Architect 1mmaCiately if safety 3 . 06 OAHAGED EARiH _ - of structora a ears to bw undan eratl . Taka B . Nall Shaething : VZ • Louisiana - Pacific Neiero �, � . PD 9 precautions to prop� rty B . The verfuus subcontrector shall yrovfde e � tenshon cords and lamps as support structure . Do not resum� untfl saiaty Vs r � stored . A . Remove and raplace oarth that hes Deen rendered unflt to roceive C . Roof SheatM nq : .�. '�,_J � � planting dua lo coocrete water , �nortar or lime wet � r dumped an It . 1 . Thlcknoss 5 /8 " wafQrCoerd . c..��''� � ` .`] requlred Lu convey electrVr. ity to loca [ lons of work and to provida =! " " . � tesk lighting to permft propar exewtSon end inspoctfon of work . PART 2 - PRODUCTS � . C . The Ganeral Contractor shall pay for eloctrlcVty consumed until ftaal 2 . 01 MATERIALS 3 . 07 FIELU QUALITY CONTROL 2 . Exposure � �� � a � l7ity : E . p � �, �� r .. � � . � . . . . � '' EJ;F;;,RD r,f . acceptancu . D . Floor Shaethi � � . - - GWA � 'rilv. : �,�, )R. ,k A . Excevutfon : Obtaln thc Gaotuchnfcal Englnaar ' s approval of dapth and � :'6 � A . Materlals to be Reused : Carefully remova maturfa7s , sVeciel [ y ltoms , eztant of axcavetlon f'or structures Aefori sterting filling �'� � ' 1 � t , 02 TEMPORARY HEAT AND ENCLOSURES - AIIOWANCE ITEM QQu { pment , cesework , e [ c , schxdul4d or noted to be reusea fn other operatlons . 2 . 05 METAL FRAMING ANi � �. � � �� � A . Provide temporary heat necessary for Lhe executfon of work . Instell , Dortioos of wurk end stOre et sStp for lat ¢ r ratnstellation . Rapalr F . Accepta6la M:, �� � � l/ eny dameqa ceused during romoval , sforage or reinstelletlon lo B . Ffil { ng ; Obtefn thu Geotachnlcel Enpfneer ' s approvel of ffll antl the 1 . Simpsoo i �( � maSntaln a� d operate tamporery haatinq epparatus in such a menner es satfsfactloo nf Arthitoct , method of plactng a�d compaetiun buforo starting compncted flll or 2 , Teco � `�' to fac { 1 { tete Chu Nork on the project so work can continue end th• Deckfill . 06tain epproval of the completetl compnc [ ed ( ill and 3 . Herlon MB � a , P� a :, �. ; sFD pRCN� FVnished work wfll not De Gamaged thareby . beckfill from the Geotechn { cal EngVoear . Sufffcient tasts wSll tia d . Silvar Motal Proa ❑ Meda to essure compltence with thesa specif { catfons . if , bacausa of 5 . KC Aatels 8 . Provfde tQmporery enctosures es nacassary for holdlnq temporory heat unsnttsfactory tost results It 1s nacessary to ratest efter corroctfve 6 . ApOrovad substltu . � such 95 enclosu� es for concreta Hork or for tharrM1ng frozen grounC . worR , the cosf of all tests other than the Init { al tests shall De pa44 n : Ir, c ( ��. ni� r n , t. o , . . Sheet Number A 5 _ �\� , � . . . � . , , . . . , ' 2 . Ur, n � AV � IlMntk A . uu ,� �l ra . ld anu irim . � . f . K_ . �_ urt�mu :� � uugn sawn westarn reU ;. e � a � as 's . Ui Nui� l. MAr� �., ni � � 3 . 01 INSiA � L �1TIl� N AN6 AG .iU -� l �'� � '. VnOlcata0 . No knots allowaa tn Dottom uagas . A . T { mbers � Ac indlcated an Structurat drawinqs . A . Flashings : including : A . Genvrel : Install w ; � . .. . . � , � � , � � . � . . , . . . . .. B . SStling : I x 6 T 8 G V Grouve S , T . K . ( Salact Tiqht Knols ) cadar . l . Cc� un [ er , Pase and LnSmney Flashing : 24 gage , rQVlewed Shop Orari � � ; � . � . . �� . • � -� � � , � , �. � - B . Nerdware : 2 . Edqa flashing at Shinyle Foofing : 24 gepe . hardware funct4onlny . � . � � . � � � � � � . � 1 . SLeal : AS�M A36 . C . Plywood suffSt : 3 /8 ' �exterlor gredn ceAer plywoad . 3 . Base Flashinq at Junctures of Shingie Roofing with Yarticel dfrectatl by tha Arct � � . ' 2 . Bolts : ASTM A307 . Surfeces : 2d gaqe . 3 . lag Scra� s : ASTH A307 . D . RadNUOd Deck : S� S Lonstruct4on Com+non Redwood . � . Valley Flashing : 24 page . 3 . 02 CIEANING 4 . Finish : Rad primer fur ( ield paSnt . 5 . Other locetlons es indScatQd . �. � 2 . 03 CIOSET SHELf ANO ROD A . Leave windows Vn a ` � � � � � � � � . , . . PART 3 - EItECUi10N SECTION 07900 JO [ NT SEAlERS ba d ^ � � � �� �„� e � ^. ° � ! '. .: A . Peintod perticle board shalf with wood rod , both suppor [ad by m� tel 3 . 01 GENERAL well breckats locatad 4 ' 0 " max . o . c . PART l - GENERAL SECTION OAiln . � , - A . Looperate wlth othor Cratlus , Provide wood grounds , blocking , backing PART 3 - E %ECUTION ] . O1 SUBMITTALS PART 1 - GENFR � and framfng reQuS �ed fur othar trados . Cut and patch rough carpentry as raquirad . 3 . O1 INTERIOft INSTALLAiION A . Semples : Subn, it far color selec [ ion in eccordanca wSth Sectioo OI300 . I . OI OIlALI7i � � • 3 . 02 1NSTAllaT10N A . Oualfty Grado : ALI ( Lustom . PART 2 - PRODUf, TS A . Suppi �� a ; i; . � . _ � employ a r �- � . _ � . � . _ . A . Ganeral : lostall freminy sheaChing anA metal framin9 anchors tn B . InterSor F1n1sh : 2 . 01 MATERIALS Architaclu � � � � i � -� ��: wa � .: � ., ; , . ., � . ; , � � . � > � �. ,, . � r _. �� - eccordenc � Hith the Unf ( orm Builetnq Co �e . l . Hherevar possVble , each length of ffnish shell ba in sinyle detellfng , scheduling , and oruar { ny o ( tha fVnish Lar �.� . placa . MVtar joSnts et corners . A . Acteptable Manufactururs : B . FramYnq : 2 . lnstell intertor ffnlsb level , plumb and true end rightly sacure I . DAP , Inc . B . Rng �.: ' :� io � . 4 .� , , '� . ��. . � . F` � . , . . ,�. n , l '� �. ! .. a �• -, � a ., , � , � l . Perform framing In subs [ enttial manner consistent with eccepted to Drecinp Hith nails , scraus , plue , ett . 811n0 naVl whoraver 2 . Parr , Inc . e �. � � � � � ' - slandertls uf the cerpantry trnde . Erect ( reminq p1umD , level and possibla . Mhere surface nal7Sng is nac � ssary , usa flnish nails 1 . Pecora Corp . oP � " true , entl rfqldiy anchor Vn place . carafully sot rith naSl puncN or usa pneumetic faston5ng Aev { ce . 4 . Sonnehorn Building Products 2 . LocnCe all fnterior studs ! 6 " o . c . and all exterior studs ! 6 " o . c . 3 . Except where molded , m117 trlm witM pe � fettly sq � arQ ddgas . After 5 . Tremco Manufac [ urinq Co . PART 2 - PROUI, uolaxs inOlcatad OLharwl5a . P � nvido double studs both sidas of ar � cLlon , sllghtly roun� exposed edges by sandinq . 6 . W . R . Groce and Co . opanings and et end of walls . 4 . Fi � ish shall be hand smoathed , rea0y for patnter and frae from 7 . Mameco laternational 2 . 01 fINISH � � � �. 3 . Locate roo ( } o1s [ s as 1ndScated . Prov { de continuous haeders or machine or tool ma� ks or any roughnass . B . Oow Lorninq solld b1ocASng ( es indtcatod ) et jolnt Gaarings . Providu bridping 9 . General Electric A • � o � � ; �- '� � � � � as indicetea . C . WooG Door and NindoH Fremes : Install frames sQuare ana plumb in tha 10 . Approved substlCute Brushe �:� . , . . . . 4 . Repla< e wnrpetl lumbar fn walls aaC jolsts prtor [o Snstalletlon of apening , rpdge , and nail with finlsh ne { ls . 1' Snlsh surface . B . Types : B . Hingvs : 5 . Anchor plates at bearSngr' ns inOlcated . Ualess othQrNiso 3 . 07 FNTf. R10R FINISH 1 . Exte � lor : TNO component Pulyurelhana . 1 . Ezterfor : 4 x d brushe� br'ass fVnlsh hin �. ; � indicateA , oolt pletus f { rmly tu concrate with 5 /8 • x 10 " an � l � , , , 2 . Aruund Bathtubs and showers ; Silicon¢ . 2 . Intarfor : 1 - i / 2 paSr butts with brushad ! � � ol [ s , 6 ' - 9 " o . c . 8 " sech d4rectlon from � orners . � . l �, st , li �,, , � � � �� m � > � ��, �� n� � �n �a �. � � . � �- � � y , � - �� � � . � � � . . , . ., . � ? . Inlerior : Latev Acryllc 4 . Faam Sselant : N . R . Grece Pulycel Ona or Inste-Purm . C . ihrasholds and Naa [herst � ipping at ell extariu ; � �„ � � �. : i. . �. ; ,; C . $healhing : Ins [ ell 5he8thing pnnels w1Ch face yraln ecross Suppoit : . D I v I S ( O N 7 aluminum Chreshold , InterlocKing iype Weatherstripping antl Fee�• � Glue ell T 8 G floor shaething at all joints and suUPOrts . Inspec � �� Culors : Selecto0 from standartls by Arehitoct . DV door bottom NYth weether proteetlon . for squ�eks . I' IJI `� _ON : I ; I � M51 � ; li 1 _ T ; • I� i r ' � TF � �_ ! Gh � G . Accassories : Provide Joint backYng and bond bruakpr as rpcommanded Gy U . Stops : Sprfn9 type brass finfsh baseboarA mount - Provld• wo � � . . D . Mutal Freming Anr_ hors : Securply faslen fn plece In accordance rYth Oiai > ioo 'i - 6en �eral ke � u 'irem� nr. ; �epplle �, Cu wo � i: ol lhis aivVs � � i � � _ manufacturer . blocking ' . � -wo11 - �oli , hed I. • as , f ' � '�, _ h menu ( .� cturxr ' s recommendat { o� s . SEf. TiON 07115 SELF -AOHESiVE MEMBRANE 1lATERPR00( ING PART 3 - E% Ef,UT10N E . Slidin -i SECTIUN OG181 GLUE - LAMINATED STRUCTURAL UN1TS - roller , PART l - GENERAL 3 . 01 INSTALU TION PART L - GENERAL A - X U 0 �� 1 . 01 NORk INCLUOEO A . General : Apply in aciordance wlth menufacturer ' s rucommandettons . 1 . 01 OUAIITY ASiURANCE . I N ALLA t � A . FurnVsh antl install mumbrane wa [ erproofing et the folluw { ng locatfons : B . Joint Soalers : Apply in contlnuuus tead without oDon Jotnts , voids nr A . Manufacturer : Member nf Amer { can Institute oF ilmber Cons [ rucilon l . Undar sll waod shekas end under south decktng . eir Oockcts . Conflne Co jofnts , remooe ezcess . Leava Jofnts sllghtly A . Fasten � - � ( AITC ) and f { „ � s years oxDerlentu In feGrlcation glua - laminated racessed . nuts , r ��. , . , . - �: , . � �. . � - � � � _ , . : �� . . . . - .� � . structurel uniGs . 1 . 02 SUBMiTTALS lnuolvea aed Hitn i , ni ; Yi [ o ma [ ci! liar ar � re Nil6 Nhici� Lhey ara to : s . o � scHeou� E �See . � B . Ounllty Merk : Mambars shall b� marked witn AITC qunllty merk A . Froduct Oeta : Subm4t cophas of aienufacGurer ' s lfturatur • for all inaicating confurma�ca o ! ANSI I90 . 1 . products furoishoA . Sactfon 0130D . A . Locat � ons : B . HaatharstrippSng ihrosholds : Run weetharstrlppiny full haiqh � � l . Joints Batwoen Exterior Ooor and N1ntloH Fremes and Rouqh Nood jam� s and full wSdth of haed . Run thresholas full wldth of up �� / /� 1 . 02 REFERENLES 1 . 03 JOB CON� IifONS Framing : Fill paps completely with foam seelan [ . Run door bottoms full wldth of doo� s . Set throsholds Vn caulF v J 2 . Uoor Lhroshulds . under Saction 07900 . � A . �esign and Manufacturing : AITC 117 -82 Desigr� a��� Manufa �. tur4ng , A . Em frunmental ConOfttons : Ouri �g co1G waether , meinteYn substrake 3 . Opon foVots Detrzen dissimilnr matar { als . � Standard Specifi � ations ( or Str � ctural 61 � e - Laminat. ed Tlmber o ( tumparatura eL m { nimum of 4D Aaqrees Fahronhaft . 1 . ArounC Uathtub , , sho.+ :� rti , en ,i ' , � � tn �- les . C . AdSustlnq : Pr1 . � � SoftwooA Species . 5 . A [ interface of siai � .� c .ep < e :. d � L �� < � o , clnsP � s , lnckz � PART 2 - PROOUCTS 6 . O [her } oints es Ind � sated ann � ? q � 1 � rd . � h � � ' - � ` •� - � 1 . 0 � SUBMITTALS D I V I S I O N p 2 . 01 MATERPROOFfNG MEMBFANE SEC110H 08800 � � A . Shop Orawinys : SubmS [ 1n accoiJance with SvcCion 01300 . / ^ � A . Ar, cepteGle Systems DIVISION 8 - DOOk � ANG UfN00WS PART 1 - GENFI v J � I . OA OCIIVERY , STORAGE AND HAN�LING l . Protacto Nrap Jiffy Saal Ica end Watar Guerd with all accassory producta . Ofvislun 1 - Ganernl Rupulremen L appl ; �• s l �� r - � r � c�. t thfs dlvtsfon . 1 . 01 UUALiI : � A . Members PruLaetion : Provitle pro [action for membzrs durfnq transit . 2 . Approvod suDstl [ ute - 0ltuthane . /� MamUers shell Ua Gundle wrepVeO • SECTION 08210 M00� DOORS A . Ra � � � \` PART 3 - ExECUTION 1 . fl . Us � non-narr { nq zlings fur handlings . Kuep wraypinys Vntact until PART I - GENERAL � Installelion . 3 . 01 APPLIG TfON 1 . 02 REFERf ' . I . O1 REfERENCES � PAR1 2 - PRUOUCTS A . Prlm { nq : Prima surfaces ff recommenued . A . F � � � � A . ReferencQ Standards : Comply w } th : 1 . 2 . 01 MEMBERS 8 . Joints and Braaks : Apply a 6 " wida . con [ hnuvus strip o ( 1 , NWMA Industry Standurtl I . S . 1 - 78 - Mood Flush 2 . weterproofing mambrane benuath ell } oints and at horfzonlnl ta Ooors . 3 . � � � p . Spacies end Grade : vertfcal transitfuns anC a [ all cornars aod anqles bafora •pplying 2 . AWI Ar < httecturai Moodrork Qual3ty Standards , 1918 Editton . PART 2 - PRG[I '� C ) 1 . Specfes : Douylas FVr mumbruna . 7 . Grada : Struc [ ural Gradus as indicated . 1 . 02 SUBMfTTALS � V C . Termloatluns enA FonQtretions : Apply e 6 " wftle z cant { nuous strip of 2 . 01 GLASS � B . f,ondltfons o ( Sorvfca : Wet Contli [ 1on . mambranu with mastfr. sealent es recummende0 Dy Lhe manu ( atturor at tha A . Shop Drewtngs : SuDm1t Sn ac < ordanca uilh $actlon O1300 . porimetor o ( all terminattcns and penelretions end as 1n0i � ele� on [ he A . G1 �• � � f. . Preserrativo Trea [ment : Untioeled . Dra� inps . PART 2 - PROOUCTS gles ; , � � ., : .- � �• �. ,. �� � '. � , �� , i ; ., � � D . ADVoaranra : D . Hembrana : Apply membrane syctem es recommended by manufecturer . 2 . O1 EXTERfOR OOORS TYPE UESCRIPTION � � 1 . Conixaled Members : InU � striel Grede . . . Exposed Members : ArchitecCural Grnae . SECTiDN 012I0 OUILDING 1NSUUTION A . Exter4or Flush Doors : A Exterfur Fized Gla : . . . � 1 . Thickness + 1 - 3 /4 " solid cora unless othorwisa indicet � d . stendard sfte 511tlhr .� ,i _ c , , - . _ �; � . . � , , ; ;; �. :, , . ,, � . � E , Protec [ Von : PART 2 - PROOUCTS 2 . Facus ; Metel r. led . PruviOe weether fleshinq Lop ana Oottom . tompered both sides . ! . End Sealer : Apply to ends es soon es precticnble after trlmming , Pelle NIlG27l Grean . 1f axposod . 2 . U1 MATERIALS 3 . Glaring : Factory glazad wfth cloer taAperetl insulet { ny qlass B OVerabla and relate0 fSxed wfndor qlazing . fact � 1 . Surfar. es : Sealed wlth penetrating seelur , if exposed . units . Tinting per door schodule . pra- glaEetl . Seo Sectton 086I0 . A . Per4meter FounOatfon [ nsulatSun : I - i / 2 " thtck x 24 " wfde . � or 1 . HeraNere : S� ctlon 08110 . 2 . 02 NAR�NARE Styroform SM or USG Formulur ExtrudeA Polystyrone Insuletion , No 5 . FVeld Finish : Sact4on 09900 . C Doo� Glaiing : Fac [ ory pre - qlazod . Sor Soct + subsGilut � s . A . Meterlals : B . Frunt Oour : per Owner . 2 . 02 GUZING MATER GLS „ ��vy 9r 1 . Sleel : ASTM A36 B . Blanket Insulation : FS HH - ] - 521F . TYPe 1 , unface0 F1Der gless batts ArnotrvGwau�mey/Prev 2 . Boils : ASiM A301 or Olankats . Provlda tnermel resfstar� ces es indlceted end as f� 11oNS : 2 . 02 INTERiOR DOORS A . Llastic Glazing Compound : Co�nply wSth Faderal Speciflcel ' nrch��eas, PC. 3 . lep Screws : ASTM A307 1 . Nells : fi , 12 TT - P - 781a , Typa 1 or TT - G-AIOe . Glexing compouod sha.11 b �. AuRphteReserved 2 . Ruof : R- 30 A . Badroom , 8ethroom antl 57 { dfng Closet Uoors : 1 J / 4 " six penel f { r verfaty . B . FYnish : Stael prlme coa [ . 3 . Walls erouud Bath loilets , Nashor /Dryer Closets , batwean � ooms end ( Dalnt grede ) . 7nisdocument, andihe �tleas In PIum� Sng balls : R- l ] each slde ( include ce411nys ) . B . Set [ ing 81 . anddesgns �ncorporatetl here�n, as an msVument oi 2 . 03 fABRiU110N PARi 3 - E %ECUTIDN bY 9 � " ` � � � protessiona� se�vice. istne C . Vepor Barrler : propertyofArnolmGwathmeyr A . FnDrlcate in accurJance rith AITC Sf. andards . 1 . Mells and Rouf : ( A mil ) walls / ( b mll ) rooF polyeGhylane baCwean 3 . 01 INSTALLATION PART 3 - E %ECUTIG ', PranArchrtects. P.0 arW rs dr' ywall nnd 5nsulatlon , no vapor barr { er at t { lo0 Nalls . rottobeused. inwhoteonn FARf J - EXECUT [ UN A . General : 9 . 01 PREPARATIO !, pan, wdhoutthewntten . SECfION 07212 CEDAR SHAKE ROOFING I . Fit to wSdth by planSny and ff [ [ o haight using hentl cross - cut a�thorizationolRober, L ] . 01 PREPARAIION saw . ln no case sbell Aoors be c � t down to opaninq sixes smeltar A . F { � id ^' A�ncid Edward M Gwatnmey PART 2 - PRODUCTS [ han thusa for which they rere menufec [ urad . or 1os � . . � . , _ J� o� Henry P�an A . Inspect pra � Sous Horl: and f ; eld measura es reQUired . aaaeure .: p � ., �: � ct � . 2 . 01 MATFRIALS B . Nanging : SELTION 06200 FINISH CARPENTRY L 30N fQlt � 1 . A R ar sizlog Ooors , fit for hardware as scho0ulad . Befora 8 . Protectio •• � r : .me � ut . � .- � o � e � � � - �. s � �, • ; •,. -; s :� rn � r � '�� . � Z . / 1 Nadlum shekas - 20 " - fire ratardant . instellatVon af harAwaro , 6rush epply an axtertor seei coet to constr � . � � � - - � � - PAR ! 1 - 6ENERAI ] . Nfp end ridga p { � ces jobsfta cut surFacas . 1 . Approprfete s [ artor shskas . 2 . Hentl duors Lo 6e free of bi �ding with hardHere functlun proparly . 1 . 02 INS M LLATI � � � D8t@ 5 / 9 / 9 0 t . 01 REFERENCES u . Bitutheno or ice entl watar guarC . 6 . 5 /9 ' Type X gypsum ooerd , 3ECTlON 08610 MOUG HlNDOWS A . Stops : A . Comply wi [h cus [ om grade roQuirements of ' ArchlLecturel NooAwor' k ' • " ° � � Revised: Ouality Stan �ierds and Guidv Spaclftca [ Vons " , 1985 editton , es PART 3 - E % ECUTION PAftT 1 - GENERAL ur..; . publishod by the Arehitectuial 41ooArorK Institu [ e 4ANf ) . 2 . Car « � , �� „ . .� ;,�,. . s . 0 ! INSTALLATIJN 1 . 01 SUBMIiTAlS the qleztng . PARI 2 - PfiG0UCT5 3 . Handle s [ ops � a � A . latiny M l0 • azposurQ . A . Shop Drarinys : Submit in accor0ence wi [h Saction 01300 . sama . 2 . O1 INTERIOR MATERIALS 8 . Comply with UBC Teble 37-8 - 2 . � C . Refaranca : Ona ya�r writtan warranty commanclnq Aato of TCO . PART 2 - PR06UCTS B . Gla � { ng in Mood Fr , A . Quality grede : AMI Cuctom � 1 . Center gless ir � SECTION 01600 FlASHING AN➢ SHEET METAL 2 . 01 MAHIIFACTURE� WOOU WINDOWS et parlmetvr un .� � . . . . . . B . Intorior Tr im : on setting � locc ; „ � t ,. ,,��;:c� �� .i .. .: c: . .� � . ��� o ,� .� ' a - < , . I . Clear vertical qrafn heney glare clear pina . Fingar Sofntlnp not PART 1 - GENERAL A . Palla , Hurd , Semcu , BiltDest or approved suOStltute . 2 . Install shfms as recommentlea to maintein clQaranc • Detraon st � � , acce0table . � and feca of gless . Set plass in a full DQd of qlazinq compo �� � t x 6 f1r for base 1 . 01 REFERENCES B . Flnish : Whita clad finlsh outsVOe . unfi � ished inside . hold in place with metal g7azinq cltps or sh1m� , thQn ctop in ,. 1 x 3 f1r ( or trlm metal stops as speciffed above , set 1n a full Dt0 of glazing - , palnt gra0o A . Referonce Slantlerd : Comply with recummondatfon of SMACHA C . MaeLherstrlp : Neelherstrlpped . compo � n0 . Meintein a mfnimum f ., ce clearance of U 8 ' batwo �a �;, . " ` C�jf1A Archltactural Shaot Metal Manual , letest edttiuo . feces anA matel stoD$ as cnllad for Dy FGMA Stendards . C . Wood Ooor and 4' iodow fremes : Nuney glaze clear pina , L selact or � . Glazing : Fectory qleted with clear double qlailnq panal . ProvSdo 3 . Cut ylase with smooth , straight edgas of full s { za r �quire �. ;. �; r� OO 6etter . Plent assemblaA wltfi < orners dedoed and Qlued . Ffaqer PAHT 2 - PRODULTS tompored gless t � locations requlred by applicebla codae . Lor -F , haat opanfngs . Etlge � learnnces shail comply wlth FGMA Stanaar: J' EDWARD M . juSo [ ing not accQplable . mirror 8A or slmiler coatings . 4 . Leave glezing cumpounA a�d put smooth and clean . Ranovo .: 2 . 01 MATER Ui. $ compound and putty from adyofning surfecai wtthout damapt � . j� ( GWATHMEY, 1R . *. � . Nood Stalrs : � tringers shall be select structural kiln - dried Douglus E . Accossorfes : Prov4Aa necaSSary herAwara , enthors , end reletad items . finlsb . � Fir . Construct CreeAS of 7 layers 3 /4 ' CUY; plywood and 1 /2 " C � X A . Galvenixed iron : ASTM A526 commercfal quellty shoet stoal with A5 . 9 , \ ' � 0 l plywood rlsars . iostall 1 / 2 " plywu �d over stair st � ingars glued and G90 comm� rclal hot dip galvanlzfnq , phosphetizetl for peintinp . Gags F . irlm flashings : Provhtle all rela [ �tl trSm and flashings . 3 . 03 CLEANSNG � nailed Lo strinpar with API approved adhesive . Provide glue blocks a � as lndlceted end specifloC , Y6 gage min { mum . raquired . Nnll enC ylue Julnts not supported by anples . G . Screans : Provid� fSperglass mesh screons for all up � � � -, • I .-. � , ' " ' - L . i -.. + '. . � � ' , ' ;, �. ' , '. � t ; . , ' ,. .' . . ' � � ' ' 1 ' •. .- . , w " : , , ' ,+ ; '. . . ; ^i . . ' . . . � �c B . C1fDs or Cleets : Sama es meLerSal baing VnstallQd . screens seperately bundletl by buildinp . � \SED np C��` E . Moo�f i' anal ! x 6 T A G V Groave claar rough sawn cedar w { Lh center M a pavel , C . Nafls antl Fect �nors : GalvanfzaC or cement coetad . H . Craoks : Ship cranks saparetaly . � � � . � . � . . . - . �. � _ � _ . . � - . , . . . . . � _ . . . . . . �. . � ,. . � s _ . i_ � . - I � . � : � i . , . � . . . � � Sheet Number A 6 - �,� , . � . . � . - � � . , , , DIVISION 9 •, •� , : C � � � . ii, N � � r '�. y , lii '�.: L . . � � I : l ;�� .� 3 1 , r , . . � ' � : ..� �q .. l :. , '. � : �. i . ury �,. nil ;` a � ,�� [ �• d : [7 . L :� mGlat : `� unmiC samplas „ t �� Inst ; c lamfnet � end caLinel i { n '� shes • . . 1 . , a . For } lenn � emen ! M. � rtar ifhin - > eLj : AN � i 1 . d . 4 , l : i l � urtiano first loal SuiCaLl � I'rVme � fur Architect ' s sxle � tfon . General fiequiremen L , G � nurai Condhtions , � upplementery ConGilfons anJ Uivislon i cemun VsenJ yauyod with Latic � ete � 237 TVI � Set [ fny � iquia . Sacond loat i� zture Application by Drywall SuOCOntra� tor � ' - General Raquirements npply to rork of this � ivlsfon . 2 , Grout : l. aticreto dry6ond grout en0 } olnt filler gauqeE with Th1rd Coa [ Letux Flat ( Sem4 -Gloss Latax ) . Enamel et PART 2 - PROOUCTS Laticreta 3701 atlmfx . Miz es racommendetl by manu (acturar . Lolor KVtchens a�d Beths SECTION 09?00 IATH AN� PLASTER es salectaa by Frchttect . Fourth Loat Lelnx Fle [ ( Sem1 - Gloss Letex Enamel at 2 . O1 RESI �ENT UL CASENORK Kitchens and Baths ) PART 1 - GENERAL [ , Wonaar 6ae � a et horfiontal surfecas et tub surrounC end base . A . Innovetive Kltchans or equal EuroDeen style . Painted wuod noor ��. . A , keference StenAerds : Com 1 with the folloNin : D . Noodwurk and Mond doors - Ftnish U2 " Corian top , splash and 1 ' G . u . nns { ny . P Y 9 0 . Seel qrou [ wlth Stona Glamor , First Coat Sendinq Sealer 1 . • Speci ( { cetlons for Metnl Lnthing an� furring " as Oraparatl by tha Secnnd Coat Enawel Untlercoat PART J - EXECUTION Metal I. ath Association , ] 97 � edition . E . Caulk ell tfle to tub joi � [ s and tlle corners ( See Section 07900 ) . Third Coet Flat Enamel ( Seml -Lloss at Bath ) 7 . AN51 Desiqnalion AA2 . 3 - 1971 " Lathing ann Furriny ( or Portland 3 . 01 1NSTALLATfON Cament an0 Portlend l' amenC- Lime Plnslering , Ezturinr ( Stuc � o ) and PqRT 3 - E % ECIITION 3 . G4 COATiNG SYSTEM - EXTERIOR Interior " . A , Genet� ai : Install in accor � innie wi [ h manufecture � ' s 3 . Fle . i -Rork rell DruNn coet 3 /8 " thick . 3 , 01 INSTALIATION A . Farrous Metals recummer�Uations . � et cas �- w ^ rl level and securu to floory enet � , ASTM L926 - 81 • Applicetlon of Portlend Cement Besed Plaster . • F1ret Coat Factory Prime Coat or P� imer wells . Prr� vlde � onne �.. tinu :� � �� i a ! I. dchfng da � lcas , tlosuro �„ ar� d flexi -Rock Stucco ffnish with skSp lrowel flnfsh . A . Locations : Socontl Cnat AlAyd Sem1 - 61oss Enamel , Ezte� inr trtm as reQuirea . i �� s '. al � ,. � � counter [ ops and backsplashns . 5 . Colors tn metch Sto 10205 and 10207 . l . pt hethlubs an0 showars as Sndicatad . Th { rd Coat Alkyd Samf -61oss Enemel , Exte � lnr 1 . 02 SUBMITTALS 2 - At (�loors and walis as indicated . IVISION 15 B . Zinc Conted Metel ( Gelvanizad ) : B . Mathods : Apply in atcordance HSth TCA NandDOOk : First Coat Galvanized lron Prlmer piVI510N 'i �� - MECNANIC4L AND PLUM[iiNG „ A . Not avafla6le . 1 . BathtuGs and Shorars : Methods W223 and BC13 anU AN51 A IOB . 4 . Socond Coet Lelex Seml -Gloss Enamal , E . tei � i ,� r - - "- ---- -- -- ��- � --- ' '- - 2 . Floors : Method F132 and AN51 AIOfl . 4 . Thfrd Coat Lata � Semf -Gloss Enemal , C � tv � i �, r fhRi I - G[ NERAL 1 . 03 PROJECT LONGi1I0N5 C . Completfo� : Leave tilo sounU , undemayea , unstalned and clean . C . MooO Nindows and Trim - PaSntad : A . Mechanical subcontractor to dasYgn buf10 forceA ahr gas syste �� � l ( h A . Environmental ReQuiremants ( Vrst Coet Factory Prlmor humidSf4er . l . Culd Meathar Protact5on : Da not apply plaster to surfaies frotan SECTION 09300 PAfNTING SQCOnd Coet AlAyd SenS -Gloss Enamel , E : terior or con [ alntnq frost . ProCe �. t plailer coats ngaSnst fieezing for n ThSrd Coat Alkyd Som1 -Gloss Enemel , E . terlur 8 . Contrsctor to iSSUe plumbing as daslqn 6u11tlfnq svbject to a� ch9tact ' �. porio�i of 24 hours aftxr epplicat 'ion . Do not use froten materlals PART 1 - GFNERAL approval . in the mix . If artificlal hea [ ts usad , locate the heater to 0 . Radrood Deck : Top praven [ concentratton uf heal ur fumus un the Dlasler . Go ��ot ( , OI SUBMITTALS First Coet CMF C . Plumbing subcontractor to give sopereCu alternetes fur ges plping per epply In [ erior or ee [ er4or plastur i ( � hfl amb � ant temperat � re is $e [ on0 CMF CpOe to : less lhan d9 deyrxus Fahranhell . M.� Intain this tamperatura 48 A . Pa1nt or Sta { � SemD � es : Meke Oaint ur s [e1n semplas as raquestad by � , SSderalk snowmalt boiler system . 150 9TUH / SF with polyethyiene hours Drior to ap0 � < < atlon , duriny appticatlon and tluring curing the Architect . RemaRa samples uritll aDP � oveA . E . Hood TriM and Bottom SfAe end Undar Framfng of Wood Decks - Stainpd : Lu6Snq . 6y the usa of tempora� y heat anJ unclosure 5f necussary . Flrst Coat Somf - transparent . Apply prSor to lnstella - 2 . 6es grill on deck . Applianco by othurs . 2 . Not Wen [ hnr Frotaction : Prute� t ��rlastnr agains [ uneven or 1 . 02 JOB LONDITIONS tion un all sides . 3 . Firaplece Fry� gas log . AvPlfance by others . . eHCessive nvsporatiun Aurinp dry , Iwt wealher and from slrong Second Guat $ emi - transparen [ . Apply after fnsiall & tiun . 4 , Gas Cooktop . Appllance 6y qthafs , � hlasts of air , eiti�er nnlurel or arlS ( fc } al , A . EnvSronmental ReQuirxments : Do not ffnish outsfde 1n eztreme rolA , Back brush . 5 . Cantral MbCNf purificetiun system . 3 . Tempu � ary Heat : F' rovlAx tnmporary heet and ei� � losures necessary ( rosty , ( oggy , or damp weathrr . In w { nter reather , f { nish only when tu prutect rork auring hol or cold wxuther . the temperaturo is 50 dagreos Fahrenhelt or over ano surfacas ara 3 . 05 MISCFLLANEOUS REOIIIREMENTS PART 2 - MATER ULS PART 2 - PRODUL75 absulutely dry . In no c. asa wStl exterfor painting be a11oWeA rhile dust Is blowing . A . FSrepleca Flue Caps Abova Roof : PaVnt sLoal steck heat -r ¢ sistant A . P1amDlnq Flxturus : To ue all white color . � 2 . 01 LAiHING MATERIAIS staek V � in L• SM� erwln -Williams SN Staek Peint wlth aspheltic base or l . Kitehen Sink - Kohler BraukfVald K - 5942 rlth ioralal �; Klt , t� en B . Condltion of Spar, es and Surfacas : Speces must ba cluan G� fora eQual . Plack . faucet , Color brass . ( 1nlshiny Ys startad . Oo not flnish { n iooms or spacas whore rubbfsh 2 . Tubs Kohlar V { Ilager . Corelals zhowtr + tub sot . Color A . 5T0 � ispersion Adheslva . has accumulalad or whlle rub6 { sh { s being removed . ffnishing wfll not B . Objects on Roo ( : Pafnt �netal objetts on the roof including , but not 6rass . be allouad in dusty ruoms . Oo nol ramove rubbl5h rhfle fintsh 1s iSmltaA to , fleshSnp , vonts , atc . , as speclfYed undur ferrous � 3 . lavatory Kohler Rediant . ( or � lais faucet . iolor brass - B . 5T0 EPS BoarG - 1 " . fresh . A1 � surfeces to whSch finSsh is tu be applV � d shall ba tlry and zinc - coeted n�vtals . 4 . Water Closets Kohler NeilworGh with seat . � ras � lavar , s �p �; l , , ciean . stop . C . STO ReinforceJ ( iberglass Mesh , 3 . 06 CLEAN UP 5 . Frseza proof hosa bib . C . Prntection : Furnich end ley drop tloths or masA of ( areas whuro D . S10 RFP Ground Coat . peiotinq Vs bel �g dona Co proteet ( loors and other work from damege A . At [ hw � ompletiun nf the wurk . iNmove si, rplus mefer { al < , > tnyVnq , PART 3 - E % ECUTION ' during thu evecutlun of thls worK . Nhare it 6ecomes necessary to � nnbl �- t , i � , ,, � � � i .. . t �� ,, ; • . , � � � , ,, ii . � �, � �. . � 1 � , , , ,, ,, 11 , , E . S10 f5nlsh , remuve L �mporary covorings pleced by oU�ers in ev� ry branch of the r� .� � �.i ., .i � � � , i . , � .. � � ,. - . , ,. , , , , '� ,. a � �. i '� e '� ,, , � - � Rouqh fn refrfqarator fcemeker . rork , raplace same 1n proper manner . Ramuve otl regs anA waste ( � - ��� � � the balldtnq avary night . � o not allor to etcumuie � e . D I V I S I O N � Q r - Rough fn unfi � fshatl lower level per plens . 2 . 02 BASE COA7 ( STUCCO ) MATERIALS D . Demage tu Nurk of Ot � ars : Be responsible for any dnmage dona to i � � �- I �� ; �� ; �. I '� ', iD ; silif �, � . Provlde weter metor end remota read-out . � Work of other trades . Replaca eny mate � lals Aamegad tu such an er. � e �� � - � � �� � � A . Adhare Ef' S Board to subslrntu with Disperstion Adhesiva . Lhat [ hey cannot be � eSLoreJ to thalr orighnal cnntlilions . piv 'isiun i - i; enerai ReyuirumenLs apV � � es Lu r.ork of ltils divlslon . C . Balence sy �, t ?m at � umpletiun . � B . Apply ground caat of STO RFP over EPS Board . PART 2 - PP. ODUCiS SECTION 10305 PREFABRICAIFO FIREFU f [ S U . Provide nper3lion , nd m .� in �. � � n , � � � � . �„ „ �„ I ar, tl as - Guil [ arawir, yt for �/ / hob5v . � � C . Imbed STO Relnforced Fi6orylass MPSFI { nto wot grouod coat . 2 . O1 MATER ULS PAkT 1 - 6ENERAI D I V I S I ON � V 2 . 03 FINISH COA7 SYNTHETIC S1UCC0 SYSiEM A , Products not. speciffed by name shall he " best qrad� ' or " first llno " 1 . O1 QUALITY ASSURAN U Q O produets of aeeaptable menufaeturors . Nhere poss4bla , ell matarfals DIYISION lE f1. EfTRI UL A . STO fin4sh coet nver� dried Qround cuat . Finish to met � h Mill Croe �: shall bo of a sfngle manufacturer . A . Regulntory ri �� �.l �� l �� .. m, nes �, !- 1 „ �,, i ., , e , FI �� « n � � d a �. .:. e , so � i « s : iisteA and � --- - �� -- �- - - Court North Bu � lding . � � 9 . Ac � e teblo ManufacLur ¢ rt : The besi: approvxJ by i) I �. � � 4 1 � b4 . PART 1 - GENERAL � � p Qualtty matertels as menu ( a < turad � � PART 3 - lREf, U1lON - iollow S10 sper. { ifcatian and Oetails N� . AIuO > ystem I . by eny o ( [ he followinq manufar. turars N111 be e� c �ptebla f � r use on I . D2 PRODUCTS A . Include : Perrnfts , temporary power , condult for phone a�d cable from the work : sattelfte dlsh . Tranching , service from transforser , smoAe dato � [ ion � SECTION 0925tl GYPSUM MALI BOARD DaVoe 2 . 01 FIREP U CE AND ACCE � SORIES antl monitoring , photo call on entry light , door th { aws . � Prett 6 Lambart , inc . PART 1 - GENERAL Kwal - HoNells A , Hajestic SH 42 . Provido 1n flat Dlack wl [h mesh screen en0 bracs tr { m 0 . SQe edditfonal sper. lffcet { ons on alectrlcal drawings . � McMurtry / Velspar bf ( ula glass duors� outsidu comb �retlon air kit . / \ 1 . 0 ! iU6MITiALS Kelly -- Moore C . Provlde es - built drawinqs end aqulPment speclflcat. Yon sheetti � or v A . Product Dala : Subm { t In accordante wlth Sectlon 01300 . � � YmP � ` B . Fluus : DouDlo wall flues . Provide with offsats an0 termfnn [ fon ceps house . Ben } amfn Moora � as fndlcated aod requVrxA . Provide sSZe as recom�aended Dy � Flooa manufacturar . Custnm flue cep Dy olhers . PART 2 - EXECUTION � PARi 2 - PRODUCTS C . See Sectlon 07900 for s �9lents . PART 3 - EXECU110N A . NotiFy architecl for revier at rnuqh- tn . � � 1 . 01 MAIERIALS � PART ] - EXELUTION 3 . O1 INSTALU TIOH PERMITS AND F6E5 A . Gypsum Board : 1 . Througbout 5 / 8 " , Firecode ( Type N ) Tapeied Edge whare reQuireA . 3 . 01 PREPARATION A . Genaral : Instal7 In a �. . urdent � Nith meoufecturer ' s recommenAetions A . Controctor to includu building pQrmlt end demulVtion permlt faos . � � 2 . Regular : 5 / 8 ' Taperxd fdge Re9ular . Use unless utherwise en0 { n complianie .rith nVylicaDle codes . inOScaCad . A . General : B . Contraetor to recommanA awouet of bufldar ' s rlst insuroncu naeded t ;; 3 . Moistara Reslstant : IISG N /R . IJse oahlnd ceramic tVte . 1 . Sand fSnishQS on Hood and metel sur ( aces b� tweon toats to assure 10020 BAiH ACCESSORIES cover under bomeornar ' s polScy . � � smoothn¢ ss and adhes5on of subsequvnt coats . Use e . tra f } ne sentl B . Accessories : pepur to avo4d cu [ tinQ the � tlges when sand { r� q . Apply putty or FART I - GENERAL � 1 . Irtm : USG Np . 7008 aritl 101 . speckling compound aft � r surfeces ere primad end pr { mer is dry . / R 2 . Fasteners : Or wall scraws , nafls at sheat rd es onl � [ • ) Y g Y • Brfng filler maLQrlals flush rith adjoSniny surfaces . PART 2 - PRODUCTS Cp}-�'tT2,/-1��'T'OiiZZ 'j0 E�/�1�L7�""�G EX °STII�bG7 V 3 . Outslde corrigrs to ba beaded 31d " corner benu . 2 , Well shall be perfectly dry , cioen en0 smooth ba ( ore starting �Q .� � � QOC�� � �jG� u � R-�� [� N-Y-�t �,Nd 1 . R / C rasillQn [ furring channels . work . FSI1 cracks , holas or chacks full anO meke smooth bofo� a 2 . 01 Fronklfn Brav. nr� t '� y ,, ,i . T ��� h �7 �" ��1 �-1�yL h ` o cv- r-, 5 :..1 Tc �1a,i .c.� flnSsh is apDllea to surfacas . Ffll cracks , atc . , rhfch occw = � �Y f. . Jotnt lrealmant : aftar wells are sVzed . Well shall Oe parfac [ ly dry and smooth PART 3 - ExELUTION �'•►�'� I . fJrywall : USG Perf -A - fapa /� urabond system or epual , bxfor � flnSsh 1s eppllad . � 2 . Taxture : USG Texture . l. fght orarige nae � � 3 . 01 INSTALLATION B . interior Lluod Surfecas : Tuuch - up sap and knots wlth saaler . F111 � PANT 3 - EXELUTION . - voftls wiGh lea0 putty after primer 4s � ry . p , (; e ,� ,• , .� i . . . u , � '�� � . � . . � � � . . i � , �� , .il. oA . Fns. i� r' c prnpni LlorAing hns 3 . 01 INSTAI.. IATlON t �� ,. ,, �� �� �. i ,� li ,= ,i . . C . Intarior Ferrous Matal : Remov ¢ ( oieiyn matarial frow unprlmad metal :s. Copynght wlth w { re brusti and Cust claan . D I v I CJ I ON I ' � Arnoid/Gwathmey�Pratt A . Genxrel : Apply and finish in accordanc �� ui [ h � ypsum Associatlon 4A Arcnnecls, P.0 � 216 . f1t acousticel fnsuletion [ fghtly intu stud space around D . Shop Pr1me0 Metals : Touch-up shop prfmad metals wlth a prfmar s � m '� I , r �it �� ; :; � , � !�� � �, , � ; p�MINT AuRightsReservetl � bathrooms . Co the xzfsting . - - - - - � - � � �-- � � - This document, and the ideas B . La out : A 1 Divi :� lon 1 � 6ni � c• rdi fiey �� i : - �n .� ��� r �.. �� i � � �� -� , .. i � . wo � �, oF !. h '� s �,il � i ,, lon . anddesignsincorporeted y pp y penels in as lung lengthz as practical to kee0 } oVnls E . Interlor 2fnr CoatQd Motal ( Galvanfzod Surfaces ) : Nash Nith mineral herein. asaninstrumentof to a minimum . spirfCs and prime ns specl ( ied . SECTION IU52 RESIOENTIAI AfrLi / NCi �� protessionalservice, isthe property oi Arnold�Gwathmey� C . Fasteners : Apply Aoards tu rovd framing with nails or screws . f , interior Wood to be StafnaA end FioSshaa : Sentl to smoolh finlsh . PARi 1 - GEN[ Rai � PrattArchitects, PC. antlis F111 voids an0 nail holas aft � r flrst coat fs dry using a f { ller nottobeused. inwholeorin � D . Moistu � e Re5lstant : Apply N / R sealant ln iul edges nnU ne11 heads . comDaLfDlo Hlth finlsh system and matchYng color . PART 2 - PRO�UCTS part, withoutthewntten authorization ol Robert L. E . Cut Holes : Hulas fnr alu � trical devicas , yipes , etc . , shali not G . Exteriur Ferrous Metel : Remove forei n materlal from un rimea mgtal Amold, Edward M. Gwalhmey u . reod size uf cover pinta oi escutch¢on . Repa4r oversiee hole with rith rlre 6rush and dus [ claea . 9 P z • � � RESIDENT � AL APPIIANCES - GE Monoy � arti Nhit � . Jr. orHenry Pratt. new panul n ( gypsuni Duartl ; spackle ( illing uill not ba permlCteA . � A . Manufacturer end Mndel Ho . : H . Eztarlo � Iinc Coated Metal ( Galvani : ad Surfacas ) : 11ash wfthr minerel 1 . CooA Top : GE Monogrem dGP 651 EL Whita natoral ga : . f . Trfm : Apply a [ corners , rhxre drywall abuts dfss � mVlar materials and sptrlts . 2 . DSshrasher : 6E Monugreni Model GSD 3000W . as indicatetl . 3 . Microwava : GE JET 3d3 G . 3 . 02 NORKMANSHIP d , Refriqerator : GE Monogrem Model 81 � d "' AJ w '� th .� utnmrtic iie 5 / g / g 0 G . F { � ish� ing : Finfsh joints and fastener dimplas as recommended by m,� '. yr . � � DatQ menu ( arturer antl sand smooth . Apply I } yht oranga peel taxture as A . SpreaA materlels evonly w � thout runs or sayqing of mater { als . li tho 5 . Mesher : GE WWA - 5600G . alrxcted by Archltect followiny applicalVnn of prime coat qy the suriacas era not io proper shape for palntlnq , � epair , rebuilA or 6 . Oryer : Amana Model LG9012 white . Dalnlar . re ( tnish 6aforo procnaUing Ntth thu .ork . Oth� r. { se , be responslble 7 , Dlsposal : ; F o � f . S . F . Oy Mechan ; � � , . R evised: fnr any puor wurk uusad Oy improper surfacts . 8 . Over� : GF Jt�. F i ; ;, r, H . Light oranga pe ¢ 1 as " G1 ' and " G2 " . Smooth finlsh is prepara � wall 6 , ira , b L � ��� � t � � � �. G ! i; i �� inii0 . for watlpaper es 'IIP ° B . The applicat { on of Ch� ffrst coat does not rel { eau respunsl0111ty for � tha baso . Du nol. apply any coats nn ollher damp or wat surfac � s and PART 3 - EXECUTION ( . ' Clean -up : ProvSde complete clean- up ol all scrap matar { als on a daily 1ri no caso until lhe procoeding coat fs dry and hard . Sproad finish . Dasfs to Jesfgnatetl receptecle . At apFroVriete stegas , clean all mud evenly and thoroughiy � rush out . Sand work batween coats - Finish the 3 . 01 APPLIANLES INSiAIi. a ( IC11 � enq ovorspray from ed } ecenG surFaces . upper end luwer ydyes of wood doors the same as ti� a faca . Th1s wurk SECTiON 09300 T RE shell De dono tn all eases aftar dours lias Daan ffLtotl and aro reaUy A . Genarel : In � lall aVP > > a �� -. rs in a < < o � u .� nce wlth ni �� n �, fertur . � ' c for final hendlfn9 • instruct � ons . PART i - GENERAL f. . finlsh coet shall be in color as selactad by Arthltect . Tint prlmvrs B . D« 1lvery and HandlVng : Doliver applYances Vn arig { nal creto aod Lo match ( lnfsh coat . � ertons . Taka precaut { ons [ o protact from Camnge . Replece demaged I . 01 REFFRENCES �e �, plian � es ' � 0 . �IhB !' @ QOfflf Of Rf1dmP �: i r .:� i1qJ r . i � � n i � li � �� o � �; rr� i : pl� nr• 1 r � � .� � 7 � �, f' ��� �� ` A . Ra ( erenca Standerds : Co�nply wlth T { le f. ounc { 1 of America ( TCA ) flat or orenge Oeel ie , � � - , . , � , . � .. . . . ,� i , ltt , � o � �, � .- �. , � � � � : i . o � � n �� ri_ :, pi i „ � � ; u ; t ,� �� til4ty , uppi � ,• ., ; � � [ ; . ` ��,{1� HanADUOk for coremic t11e installation and raferonco ANSI standerds . � � ,�' \ 3 . 03 LOATING SYSTEM - IHTENIPii D I V I S I O N I 2 `� �O i . o � SUBNITTALS EDWARD M. a . uooewo� k - Pe � ntee c � vt '.; irr, � ii i ,� �. N � : r+ I �+�; � , GWATHMEY, la, A . Semples : SubmlL for color section , flrst Coat � � � � m�� • - -- - - - - - - � - � - � � � � . � * 5¢ cond Loet Enamel Unnercue :. piv { siori 1 -� Gxnaral Heyuirements appl `ie ; to work of� Lhis divisiori . _ r� O PART 2 - PRODUCTS � Th7rA Cunt Semi -61oss Eneeil L SECTION 12390 RFSIDENiIAi. CASEWORL 2 . 01 MATERIALS B . ferrous , 2fnc Coated or Factory- PrVmatl Metals - Palntatl : � „ � A Ti � � , First Coet Prfmar or Far, tory -Primc PART I - GENERAI � � Coet 1 . Entry Floor l2 • x 12 " Saitillo frost frae ns applles . S¢cond Cval Enamol Undcrcoat 1 . 01 SUBMIT UI. '.; SF� AR��` 2 . Kltchen and 8 ' r 8 " Vfnk Saltillu Thira Coat 5emi - Gloss Enamel l iviny Flt�nrn A . � hop f1rNWingSt Submii ( Sl �. op I7r- aWinqs ir, a �. cordni � . a Hilh � i Liun � . (! .fLh i �loo � y � i , . . (t �ii � . � . nial. c � lal .� 1lu . n �• . tnslalic � . Oi3l? �J . � _ � Neil Sheet Number A 7� -�- ,t ' 1`. � V • • • ' • � � i � / - � / - � / � / � / RE: MANUFACTURER / � RE: MANUFAr_TURER �- HANG WINDOW � � I �/ �i _ _ _ 2 X 12 STRUC. SUBFASCIA SEAT BELOW w/ _ _ ;' SIMPSON STA STRAPS — - - - - - - - - - - 3 - 2 X t0 � WINDOW SEAT PO 2�,2 X 8 � � 3 - 2 x 10 2��2 X $ yp� Tg � J x 8 � I � x , x � I � N � N � , I I w � \ �, ..�. I I �' I I � n II � � � � c� � 2 8 p " � 6�� � TS I I N • 2 8 0 v 6" f� TS � � N I f I � o � � � II � I I � � I � � � I � o I Ix � I I � � � N I I I X10 2X10 � � i � � � � 16" O.C. 0 16" O,C. X 10 � I I � � � O 16" O.C. � I I I I I � 12XOC. 12XOC� 2X70 �0 � I I I I I 12" O.0 I I I I I � � I I 14' - 0 I I I I I I I � I I I I I I I I 2X12o16" O.C. � � � i � �P 5' -0 �P � � � � 3 � � I I I I EXISTING CMU � I ONLY - - - - - - - - - - ONLY� i � � ( )-2 X 10 � WALL � II I - � I (3) -2X10 2 X 6 O 16" BRG. WALL � i I I S2 I I � � 2 X 6 • 16" BRG. WALL � I I 2 X 10 � � 2 X 12 LEDGER I I I I I � I I � � 0 16�� Q��• ( � (SLOPED) W/ 2 X 12 LEDGER 3/4 � X 6,� I I (6) - 2 X 4 I I �/4� f� DX 6'/ �� � I � (6)- 2 X 4 � (6)-2 X 4 I (6) -2 X 4 EXP. A. O 4' -0 � � (6) - 2 X 4 6 3/4' X 22 1 /2" G. L. O.C. INTO 4•-� � O.C. INTO I 2 X 10 O 16" O.C. I I � 9 � 2X � � � � �2�_2X � � 1 GROUTED CELLS � 2 X 12 � I GROUTED CELLS � I � I I � � (6)-2 X 4 S2 x x x � � �HROOF LEVEL I I 3 - 3/4" � THRU I I WHERE WALL IS W I I 2 X S O 16" O.C. N ( 1 2' -O O.C. � � � � � � � STOR.4GE SPACE N N I � � � AND RIDGEU BOTN HIPS � ROOF LEVEL � � � I � I FR,4MING A80VE N N n I � � I � FLOOR � � � � 3 - 12" M .L. I STEP I I v v � � ( � � � � 2 X 6 • 16" BRG. WALL (p�- 2X � 2 I I 2 X 12 � 2 X 12 • I I I I �� � I I � � 2 X 12 2' -0 O.C. 2' -0 O.C. 16x O.C. � � � � 16" O.C. � � STAIR STAIR � � I I J (3) -2 X 4 rn � � � I I J 'J � � � � � � I I g�� � _ - � � I I I I I � -' HUTF�N � I I � I 2 X 10 • 6 -'�`'�` � J L N `� � I I I N �, � HANGER N I I � i � �� O.C. S2 I I I I �„ 2X tZO „ 2X 1ZO J � I I � � ,,, �y� 1O N � \2 I I I � I I I � 12" O C. � 16" O.C. � � � � I 1/ 52 -F `v � � � � I I EXISTING � o N � � I I �' ? ( o � CMU WALL � � � � � � I � I In v j 2 -2X12 � � i 2X 12 � � � x I I •- �l °0O 3)- 2 X 12 M I 8' -9 N � = x _ � � (3) -3/4" DIA. I I i 2'-0 O.C. � I 1 � 3 -3/4" DIA. 2 X 12 O SIMPSO THRU-BOITS THRU RU-BOLTS THRU HIP dc M .L. BM. HIP dc M. L. BM. i � N � � I 1 7 N � HUTF � � 2 X �12� 0 16" O.C. I I - � I I � � ` � � � � Sz HANGER X ° � � I I I I 3 -2 )( 1 N �O � � � � � Copynght � � — � — � Ar�ld/Gwathmey�'Pratl I I I — N � � � 2 — '1 x � Z — ) � Archit6c15. P.C. 1 � OPEN I I � � e � � I I 2 x 12 p I I Au wwns aeservea � � I I I - - - S2 N - - - � � 2'—OO.C. 2 X 12 O I I Thw document, end the Woas I � � � � 2'-0 O.C. andCespnsir�corporated I I I p � V L r N 1 J hereio, as an instn�ment ot � - � � � � �,^� � � � � � professional serviCe, is lhe �) — � k 4 + . 4 - 2 X 10 OR ( � � (5) - 2 X 4 (5) - 2 X 4 COL NLY � _ _ _ _ _ ONL (5) - 2 X 4 COL. propenyotArnotd�Gwathmsyi 3 —Z X 1 � � � N Pratl Archaects. P C and �s I — BARREL VAULT � I 5 1 /S' X 24° G. L. WALL ABOVE � 2 X 12 I (3)- 2 X 12 2 X 12 rwt to be used, in wno�e or in I I I 2 X 8 O 16" O.C. � I au�ho�zation o1 Robert L � RE: ARCH. I I I I pa , wd ou e wntlen Amold. Edward M Gwathmey � OP 5 � � � --- � L - _ _ _ _ _ J INVERTEO LSU HANGERS .1�, or Henry P�att � I , S2 � � I I � � • ALL LADDER JOISTS � ' BM. RE: LEVEL 13.5 FL. PLAN � � 1 8" X 1 " G. L � � - - - - - - - - - - � - - — - - — - - ��2 + i � s � � LI ` ` \ � � _ - ' � / ` Date `_ ! � - '0 3 -2 x 10 _ ' - - - Revised: � � V � � 5 � i� AMIN6 i� J.._ AN , _ r"� 00 � � i� AMIN6 i� � AN - = � , . ,� � � V � � 14 O � }� AMIN � � � AN V4r _ ,� U4" - lb V4' - 'I�-O FRAMII`I6 NOTES: t . COLUMNS SHALL BE (3)-2 X 4 U.O. N. ,w?""",`+'�j'?+,, ,�'� ��'" 'r,. 2 . HEADERS SHALL BE (3)- 2 X 8 U .O.N. � - �' °� �?e� � ':.�;�,`�.�`�`". S USE SIMPSON STL. PLATE CONNECTORS AT ALL BFAM- BEAM - �e „ �� AND BEAM-COLUMN CONNECTIONS. _ ^ m , �„}���'t-' : � i a . ROOF RAFiERS FRA�AE INTO DORMERS R�DGE AND VALLEYS ' = , : WITH SIMPSON LSU HANGERS (SLOPED) . + � -,;`•. ; - `:^`�->,' ,, ,V : -'� • , '' .,;, 5 . CONTRACTOR SHALL VERIFY EXISTING CONDITIONS WITH ALL �O�G;,,,�;;; ;�+�`'� P�ANS. AND CONSULT ENGINEER IN CASE OF VARIATIONS. Sheet Number S1 .� . . . � ' • zxesr+iMS - - � AS REQ'D NOTE: DECK FRAMING A80VE 2 X 8 O 16" BRG. FLOOR SHEAT}1MG OMI7TED FOR CURITY N'� 3/4" PLYWOOD W/ WATERPROOF FLOOR JOISTS MEMBRANE RE: Pt,AN CUT EXISi1NG 2 X 6 ROOF JOISTS 4" SLAB-ON-GRADE � W/ SIMPSON LSU HANGERS GLU-UM-BM RE: PLAN 3/4" 0 THRU-BOLT 2 X 6 TRFATED 1/2" 9� X 6" D(P. A (2)-2 X 6 O O 3'-0 O.C. WINDOW P05f DECKJOISTS SIMPSONUHANGERS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ W/SIMPSON l! - -- - - HANGERS RE P'�AN GLU-LAM BM- � L p RE: PLAN SIMPSON WB (2)-�5 CONT. FxT. SHFJITHING ��� �P 16" CONT. AROUND 10" X 16" CONC. WINDOW SEAT TIE FOOTING INTO P05T IN WALL S E C T I 0 N 8 IN3�CORNER OF� S E C T I 0 N 1 3/4 " = 1 ' - 0 WINDOW SFAT 3/4" = 1 ' -0 n �7793 DET794 6)-2 X 4 COLUMN I 2 X 4 STUD IXISTING WALL CMU WALL ? X 12 FLOOR D(ISTiNG SLAB-ON-GRADE L 6 X 6 X 5/16 X 12" JOISTS 2 X 10 BLOCKING W/�2)-3/4" 0 X 6" FLOOR SHEATHING � IX . 0. (8" SPACING) (3)-2X6 � 9HACE W/ I SIMPSON TP45 � � O EA. CONN. � � � N — — EXISTiNG 2 % 6 (TREATED) W/ FOUNDATION 3/4" EKP. A O 3'-0 O.C. WALL (AD� 1 BOLT O EA. WINDOW o , $EAT BRACE) I � , D(IST. CONC. FOUND. � CUT 20" X 16" WIDE • W 2 X 70 FLOOR JOtSTS OPENING INTO SLAB; � 2 x 6 � t 6^ BRG. - - WALL AND SLAB-ON-GRADE INSTALL STI. ANGLE wALL AND POUR 12" DEEP CONC. 2" SHIM BETWEEN FOOTING FLUSH W/ � 2 X 12 JOISTS SIAB W 0 J S ECTI 0 N 9 S ECTI 0 N 5 S ECTI O N 2 � Q 3/4" = 1 ' - 0 3/4" = 1 '- 0 � 3/4" = 1 '-0 � DET? 94 RE: PLAN ��� a� DET796 � � F! OOR � SHEATHING I � 2 X 6 O i6" BRG . WALL 2„ 6� � U 1/2" ISO. JOINT � -- RIUGE BM . 2 X 6 CONT. (TREATED) � �'� RE: PLAN W/ 5/8" DW. A. B. O � ROOF JOISTS BLOCKINC _ _ _ _ _ _ _ � 3' -0 � � ROOF SHF�ITHING -� W/SIMPSON LSU � HANGERS i o�00 2-�4 CONT . � � (SLOPED) 2 -�5 CONT. I — / ^ FLOOR JOISTS ` / v , �� P� 4" S.O. G. ON . 4" GRAVEL BED RE: PLAN 2 X 6 O 16" BRG. , #5 � MID — HE!GHT WALL " BIOCKING �5 O 2' - 0 �b� Copyo�nt � ERT. ArnokLGwninRiey F�,,m Architecls, P.0 2 X 6 O 1 6" BRG. — A1I Riphta Reaervetl WALL - Tnis OocumeM, and the Hiaas 2 — # � and Cespns incorpora�ea � CON7 . ne�ein, asan �nstrumentol professional yerv�;;e, is lhe prOpert� ol bnold�Gwelhm9y/ FLOOR JOISTS Pratt Archilects. P C. and �a RE: PLAN not to be usetl. �n wnoie w in SECTION 10 SEC I0N 6 SECTION 3 �rtw"`'°�"heW°�° autho��nt�on of Rot�n L Ar;pld Edward M Gn�a`r,n-,�y 3/4" = 1 ' - 0 3/4" = 1 '- 0 , � 3/4" = 1 ' - 0 �� DET791 UET415 Date =� - 1 t -- �_� Revised: 2xeae , e° � ' � � - ROOF SHEATHING Fxr. s7u� Wa.L� — '� -- - � fx� 1�Lgl.L BRG. wq_'. W/ SHEATHING B FA�JTS ��y � 2 X DECKING 3/4" PLriV00D ON SLEEPERS �- 2�2 � p W� � ^ tx.R q. SHEATHING W/ FLOOR SHEATHING � WATERPROOF MEMBRANE / i� kY-YI��/ e�-. :]l!'i� S ROOF JOIST W/ I -O � V^ , � , `lt��mnrr�,/ ' S SOLID BLOCKING � _ _ _ _ , _ — .�`' � �' � � D '�., TAPERED PL — , �` � � � ' ���',% I �� rcN ° "°.`F? � '� ir= FLOOR JOISTS � ::. .._:,,�:! ! � • �. RE: PLAN _ � =111 III II� ""^; :•� ° � \ �— cLU - v,M BEnM 2 X FRMG. W/ (3)- 2 x 12 BM. III III III IIII I ''��"��� � � � i'� � � ��`''``` ` SWW�ERS U ���� ���= —��� ��� ���� _ � ���� S ECTI 0 N 1 1 S ECTI 0 N 7 — S ECTI 4 Sheet Number GLU—LAM 8M. RE: PL4N 3 ,q„ _ t ' — � 3/4" = 1 '- 0 � 3/4" = 1 '-0 DEf335 DET792 DET795 � � � GENERAL NOTES � . . . - 1 . (,� 40ADg ij$�p �{ QESIGN : r, . STRUCTUBAL $TEEL : ' • A . ROOF . . . . . . . . 80 P9F A . ALL 3TRUCTURAL STEEL SHALL CONFORM TO ASTM SP$CIFICA- TIONS A36 EXCEPT PIPE COLUMNS WNICH SHALL CONFORM TO B . TYPICAL FLOOR . . . . . . 90 PSF ASTM A53 AND TUBE COLUHNS TO ASTM A500 , GRADE B , LATEST 9, EDITIONS . ANCHOR BOLTS SHALL BE A307 9TEEL AND MISCEL - C . EXTERIOR DECKS . . . . . . 100 PSF LANEOUS EMBEDGED ITEMS SHALL BE A36 STEEL . D . WIND B . STRUCTURAL STEEL SHALL c ^o DETAILED AND FABRICATLD IN 1 . SASIC WIND SPEED . . . . 80 MPH ACCORDANCE WITH LATEST PROVISIONS OF AISC " MANUAL ��F 2 . EXPOSURE . . . . . . C STEEL CONSTRUCTION . " E . EARTHQUAKE . . . . . . 20NE I C . MINIMUM WELDS TO HE AISC AND/OR AWS BllT NOT LESS THAN 3 / 16 " CONTINUOUS FILLET UNLESS OTHERWISE NOTED . 2 . NON - STRUCTURAL �j,iEMENT3 : D . ALL WELDERS SHALL HA�1E EVIDENCE OF PASSING THF. AMERICAN A . ELEMENTS SUCH A3 NON - BEARING PARTZTION3 , ETC . ATTACHED WELDING SOCIETY STANDARD QUALIFICATIOt4 .^: TESTS AS TO AND /OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO DETAILED IN AW5 D1 . 1 ACCOUNT DEFLECTIOMS AND OTHER STP.UCTURAL MOVEHENTS . ' E . PROVIDE TEMPORARY BRACING 7,tdG PP. ECAL'TION : NL•: CE � SARY TO 3 . FOUNDPiTIONS : WITHSTAND ALL CONSTRUCTION 11ND / OR WIND LOADS UNTIL ALL FIELD CONN [:CTIONS ARE COMPLETED AND SHEAR WALLS OR A . THT ALLOWABLE 30IL HEARING PRESSURE ASSUMED IN DESIGN DECKS ARE IN PLACT . IS 3000 PSF . THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE P' �UNDATION EXCAVATION . '7 , WOOD ; SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED . A . ALL FRAMING LUMBER SHALL BE DRY DOUGLAS FIR , COAST REGION VI3UALLY GRADED AS FOLLOW3 : 6 . ALL FOOTING SEARING ELEVA7' iONS SHOWN ARE ASSUMED . _ _ EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN 'PHE FICLD � �"" ' " � N � � � '' � ' WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF � � A �-��.IF: SOILS ENGINEER AND ALL HOTTOM OF FOOTINGS SNALL HE A 2 " THICK - 4 " WIDS STUD fb = 800 pai �� � ' � � � u �'� I � MINIMUM OF � ' - 0 BELOW EXTERIOR GRADE . 2 " THICK - 6 " & WIDER NO . 2 fb = 1250 psi � 3 " THICK - 6 " & WIDER N0 . 1 fb = 1300 psi � 4" SLAB-ON-GRADE C . ALL FOOTINGS ARE TO BE PLACED ON FIRM , UNDISTURBED , NOTED ALLOWABLE ST :�::9SES ARE Mi. NIHUHS AND FOR NON - J ` I 4" GRAVEL BED NATURAL SOIL OR PROPERLY COMPACTED BACKFILL APPROVED R�PETITIVE USES PRIOR TO ALLOWABL � STRESS INCREASES . I BY THE SOILS ENGINEER . BACKFILL SHAI.L BE COMPACTED TO � - - - - - - - - - - - - - - - - - � � � xr-sr i° r�, _ � 95$ ( HINIHUM ) STANDAR [) PROCTOR DENSITY UNLESS OTHERWISE B . PROVIDE 1 X 4 CROSS BF. IDGING NOT OVER 8 ' ON CENTER FOR � l \ � � _ ' � ( ALG WOOD JOISTS AND 2Y: SOLID BLOCKING BETWEEN JOISTS AT � ' `� \ I RECOMMENDED IN THB SOILS REPORT . IF SOFT SPOTS ARE I ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED ALL SUPPORTS . FASTEN ALL WOOD MEMBERS WITH COMMON � 1 � � -- L4" � Spn�G� TUe�E FILL . ( RE : 60IL REPORT FOR DESCRIPPION OF HEARING NAILS ACCORDING TO THE UBC SCHEGULE UNLESS OTNfiRWISE � \ ��Cqj - + 4 $ * � "lit� SOIL . ) NOTED . � � I �, 1 � 12• o.c. CY �: C . LAMINATED � � � I �� � - � D . CfiNTER ALL FOOTINGS UNDER WALLS , COLUMN8 OR GRID LINES I � � - - - � � UNLESS OTHERWISB NOTED ON PLAN3 . 1 . ALL LAMINATED MEMBERS SF�ALL Bfi FABRICATED OF I I \ - � - E . CONTRACTOR TO PROVIDE , AT NIS EXPENSE , FIELD DENSITY DOUGLAS FIR LARCH AT 12 PE' CENT MOISTURE CONTENT � � � 1- -; - - TESTS ON COhIPACTED FILL UNDER FOOTINGS AND INTERIOR IN ACCORDANCE WITH WCLIB . ALL SIZSD SfiOWN ARE � I S2 SLABS -ON -GRADE . A MINIMUN OF 2 REPR$SENTAI' TVE TESTS NET . I _ 4 `'� I I W � � - � I SHALL BE TAKEN FOR EACH FOOTING AND 3LAB-ON - GRADE . � I `� � � U 2 . LAMINATED MEMBER SHALL BE G :PAIL�D AND FABRICATEA � � _ 2 X 6 O 16_' BRG. WALL ABOVE IN ACCORDANCE WITH THE STANf.� ARD SPECIFICATIONS FOR ~ � THE DESIGN AND FABRICATIOt' OF STRUCTURAL GLUE I _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ - - - - � Z F . NOTIFY SOILS ENGINEER WHEN EXCAVATION IS CdMPLETED SO I � I LAMINATED TIHBER , LATEST EDITION AS PUBLISHED BY � W THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF AITC . � � CUT 10" FOORING ANY FILL OR CONCRETE . INTO EXISTING SLAB I � I I I I � ' 3 . PROVIDE UNITS CONFORNING T!? AITC 117 , 22FV8 , D . F . _ �� E � _ _ _ _ _ _ __- � 4 . CONCRETE : FOR CONTINUOUS MEMBERS AN^ CANTILEVERS AND 24FV3 I I I FOR SIHPLE SUPPORT MEMBERS . MEMBERS SHALL BE � - TYP 2 P�CS . _ � � A . ALL CAST- IN -PLACE CONCRETE SHALL BE MADE WITH TYPE I i PORTLAND CEMENT , $TONE AGGi2EGATE AND SNALL DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY � 2 I � � , STAMPED ON EACH MEMHER . � � � � DEVELOP 3000 PSI C^MPRESSIVE STRENGTH IN 28 DAYS . � I S2 � � IF CONCRETE SUPPLIER Pr. oPO5E5 USE OF FLYASH HE SHALL D . PLYWOOD DECK AND/OR WAFERBOARO � a K �rro�/� �xf�r � I PROVIDE OWNER WITH LETTER INDICATING COST REDUCTION AT � � aor.lG ��OGK � I � � TIME OF BID . 1 . PANEL THICKNESS £ HALL BE AS SHOWN ON THE DRAWING . I � � � � � APPLICATION SHALL BE IN ACCORDANCE WITH I 2 X 6 O 16" BRG. WALL ABOVE � I � B . THE MODULES OF ELASTICITY OF ALL CONCRETE SHALL EXCEED RECOMHENDATIONS OF THE AMERICAN PLYWOOD � U Wcl 5 33 fc ' ( OR 57 , 000 f ' c NORMAL WEIGHT CBNCRETE ) . ASSOCIATION . - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -_ _ _ _ _ � � C . CONTRACTOR MAY POUR � LABS - ON -GRADE CONTINUOUS AND � � � I 2 . EACH PANEL SNALL BE IDENTIFIED WITH THE SAWCUT JOINTS . JOINT� SHALL BE SPACED 15 FEET AND GRADE -TRADEHARK OF THE AHERICAN PLYWOOD � � I I � < SAWCUT 1 " DEEP X 1 / 8 " WIDE WITHIN 12 HOURS AFTER POUR - AS50CIATION AND SHALL NEET THE REQUIREMENTS OF � - - - - - - - - - - - - - - - - - - - - - - - - 1 I � � � ING . CARRY ALL SLAB REINFORCEMENT THROUGH JOINT . U . S . PRODUCTS STANDARD PSI , LATEST EDITION FOR � I � I � � PLYWOOD . ALL PANELS WHICH HAVE ANY EDGE OR I � � � D . SLABS , TOPPING , FOOTINC3S , BEAMS AND WALLS SHALL NOT SURFACE PERMANENTLY EXPO5ED TO THE WEATHER SHALL � 4 HAVE JOINTS IN A HORIZONTAL PLANE . ANY STOP IN CON - Sfi OF THE EXTERIOR TYPE . � g2 � I � ' A CRETE WORK MUST HE MAC � AT THIRD POINT OF SPAN WITH � � � I V, VERTICAL BULKHEADS ANP HORIZONTAL SNEAR KEYS UNLESS 3 . FOR FLOORING USE 3 / 9 " T6G STURD - I -FLOOR SHEATHING � � I I OTHERWISE SHOWN . ALL CONSTRUCTION JOINTS SHALL BE AS NAILED AT 6 " O . C . ALONG PANEL EDGES AND AT 10 " � I � I DETAILED OR AS REVIEWED BY THE ENGINEER . ALONG INTERMEDIATE SUPPORTS . I � � I E . ALL CONCRETE WORh AND REINFORCENENT DETALLING SHALL BE 4 . FOR ROOF USE 5/ 8 " TeG 29 / 99 APA EXPOSURE I SHEATH- I � L41 - � ✓aK 3'-o t2kIE�5 I I IN ACCORDANCE WITH ACI HUILDING CODE 318 - 83 . UNLESS ING NAILED AT 6 " O . C . ALONG PANEL LDGES AND AT 12 " � � IN� N'I°`�� Ff20M � -� � I NOTED OTHERWISE ALL E)' PO5ED EDGES OF CONCRETE WORK � � �'7'�`� ' � Y LO� �c� Copyngh� ALONG INTERMEDIATE SUPPORTS . C�� � � qrrio�d/Gwatt�meyrPratt SHALL HAVE 3 / 4 INCH CHAMFER . USE STANDARD HOOKS ON � � � � acnaeas. P.c. D041ELS UNLESS OTH$RWISE NOTED . � I AIIRighisReaerved I I 7his eaument. ana INe ideas 5 . REINFORCEMENT : 5 . EXTERIOR WALL9 SHALL HAVE 1 LAYER OF 1 / 2 " 29 / 9B � � I � arW designs incorporatetl EXPOSURE I SHEATHING NAILED AT 6 " O . C . ALONG PANEI. I � � � herem, asanmstrumemot pro1855�onel SernCe, 5 �he A . ALL REINFORCING SHALL RE HIGH - $TRENGTH DEFORMED BARS � EDGES . " � ( P�Dperty0lArpolQ/GweMm9y� CONFORMING TO ASTM GRADC 90 . P�att ArcNtects, PC. and is 6 . DIAPHRAGH SHEA7'HING SNALL BE THE THICKNESS SHOWN � - - - - - - - - - - - - - - - - - �, ��?t �obeused, mwho�ewin aurt, withoN the wnnan B . WELDED WIRE FASRIC SHALL CONFORM TO ASTM J�185 AND BNALL ON PLANS WITH THE FACE GRAIN PERPENDICULAR TO � � ,+umoraationoiRo�enl A�nold EdwaM M. GwaNimey B6 LAPPED ONE FVLL ME� H AT SIDE AND END SPLICES AND SUPPORTS WITN END JOINTS STAGGERED . 4" SLAB-ON- / I I J� orHenryP.atl WIRED TOGETHER . GRADE ON 4" 7 . INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS , GRAVEL BE I I C . POLYPROPYLENE FIBER RGI !•:L'ORCING SHALL HAVG FIBER LENGTH TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING - - - - - - � COORDINATE WITN AGGREGPTE SI2E AS PER HANUFACTURER ' S BETWEEN SUPPORTS . I RECOHMENDATIONS . AMOUNT OF FIBERS SHALL BE A HINIMUH OF Dflt@ ___ - I C� ) • MS * 3'-0 -- - 8" GRADE BM. 4" SLAB- ON- � - 1 . 5 L8S / YRD 3 OF CONCRETE OR THE AMOUNT RECONMENDED BY 8 . GENERAL : I���,c. �nfTp BOTTOM OF GRADE GRADE W/ THE MANUFACTURER WHICH EVER IS GREATTR . px� {.JAL.� 8M 4' -0 BELOW THICKENED SLAB Revised: A . ENGINEER ' S ACCEPTANCE MUST BE SECURED FOR ALL FTt>,cY i,' r,�u� EXTERIOR GRADE EDGE (8") , � D . REINFORCEMENT PROTECTION : STRUCTURAL SUBSTITUTION3 . 3 - - S2 1 . CONCRETE POURED AGAINST EARTW . . . 3 " B . VERIFY ALL OPENINGS THROUGH FLOORS , ROOF AND WALLS WIT�� MECHANICAL AND ELECTRICAL CONTRACTORS . VERIFICATION OF 2 . CONCRETE POURSD IN FORMS ( EXPOSED TO WEATHER OR LOCATIONS , SIZE3 , LINTELS , AND REQUIRED CONNECTIONS ARL� EARTH . . . . . . . 2 " CONTRACTOR ' S COHPLETE RESPONSIBILITY . 3 . SLABS AND WALLS ( NOT EXPOSED TO WEATMER ) . 3 / 4 " C . PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL N N �Q EQUIPMENT OR OTHER ? T�^�.MS TO BE ATTACHED TO THE � O U I I � A TIO I I C.X E . NO 3PLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS STRUCTURE , ENGINEER ' S APPROVAI., OF CONNECTIONS AN !) . `.��imnrr„�� � � V � � O & L � V � � - �- ...` ;, ,LU ,; .,, DGTAILED OR AUTHORIZED SUPPORTS SHALL 8E r. ._ TAINED . UNLESS SPECIFICALL 't �� ?e � , �o .- �� ^ � THE STRUCTURAL ENGI NEER . LAP ;;;rr,, �:a y .'. SPLICES , wHERE PERMITTED , SHALL BE A MINIMUN OF 36 BAR DETAILED ON ARCHI "'rCm ;'RAL AND STRUCTURAL DRAWINGS , � ^.:�F,: . DIAMETERS UNLESS OTHfiRWISE NOTED . MAKE ALL BARS RESPECTIVE SUBCONT:2ACT�7Z SHALL RURNISH ALL HANGERS , � {� A MIN 6 � 1_ A N °V,e � � n � � CONNECTIONS ETC . REQJIRED FOR INSTALLATION OF HIS i . : y; CONTINUOUS AROUND CORNERS . � ' I TEMS . V4" � T-O � < :. _ F . PLACE TWO N5 ( PER 8 " TNICKNESS ) WITH 2 ' - 0 PROJECTION � '� -%' �����.�� , ,i AROUND ALL OPENINGS IN CONCRETE WALLS , SLABB , AND D . WATERPROOFING , VAPOR BAF.RIERS , ETC . , SHALL BE AS SHOWN , , .� ; � y;�°' S� BEAHS . ALSO PROVIDE TWO YS X 4 ' - 0 DIAGONALLY AT EACN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATBD IN TH� �`'%:,, � . ,,�� �;. ARCHITECTURAL SPECIFICATIONS . �"" " "'� �� CORNER . G . CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND SEANS SHALL � • ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED BE SPGICED AS FOLLOWS : TOP HARS AT HIDSPAN � HOTTOM AGAINST FIELD ARCHITECTURAL DRAWINGS . �ARS OVER 5UPPORTS . F . BRACE EXISTING CMU SIDEWALLS DURING DEl70LITION AND Sheet N�nber FI . PROVIDE ALL ACCESSORIES NE �cSSARY TO SUPPORT REINFORC - CONSTRUCTION PHASE UNTIL ALL FLOORS AND ROOF ARE IN ING AT POSITIONS SHOWN ON TWE PLANS . ALL REINFORCEMENT PLACE . TO BE HELD SECURELY IN PR �PER POSITION IN ACCORDANCE G . DSMOLITION SHALL BE DONE WITHOUT DESTRUCTION OF EXIST - � A� WITH F�CI 310 - 77 . ING FOUNDATIONS AND CONCRETE WALLS . � - - a _� ,,,�_ ,,,,_: : . .,,rr�y� • • • . � � � � � . � - � i — � / \ / \ / �/� RE: MANUFACTURER / RE: MANUFACTURER HANG WINDOW � " \ I � � /� SEAT BELOW W/ y� � 9 2 X 12 STRUC. SUBFASCIA _ _ ,' SIMPSON STA STRAPS — - - ' - - - - - - - 3 - 2 X 10 0 WINDOW SEAT PO 21_Z X � � � 3 - 2 x 10 Z>,2 X 8 y � TS � 3 x 8 - - -- � � I \ � �� I x . " � � � N . I W N � �- I � � W � � I I .wi 2 X 8 n I I �, 1 � � a a � � 2�8 p v 6�� � TS I I N � 2'-0 v 6" 0 TS I I � � � I o � � '� I I o I I � I ' II � � � II � Ix � i I I X 10 2X t0 I I � I 1 �� �� I I 16° O,C. 0 16" O.C. X 1 � i I � � 2 X 10 2 X 10 O � � ��/it� �} cp x CG F�cP _� 9 t 6" O.C. � T�z�Ai.� �4"+� X � �?Cf' ANc:H � � I I ( 12" O.C. 12" O.C. 2 X 10 �0 � At�C1-1 G� 8- D (t) - 3 "fC5f13L - � ��� ,- -� � � BtiC;' - �. ICSFHL•- Zl-1k'lJ � � � � � � I 12 O.Cr � � � � F21M JC��:+ IN"TD Ca�E'r✓ I I 2 X 12 • 16" O.C. �IHTZV 121M JC:Ya°�', IN'fD � ��-r� ��L � I I� 14' -0 CELL . � I I � I � II � II � � � � II � � � 5'-0 �P � � I I (3)-2 X 10 � � � � ( � WAILLING rM �J I Z � I ONLY _ _ _ _ _ _ _ _ _ _ _ _ _ ONLY� � I I (3)- 2X10 2 X 6 • 76" BRG. WALL � i � � Sz 1 I � � - - - - - - - - - - - - - - - - - - � � � � II � � 2 X 6 O 16" BRG. WALL I I I � � 2 X 12 LEDGER I I � � 2 X 12 LEDGER J I I 2 X 10 � � �SLOPED) W/ � � � � (SLOPED) W/ I I � � • 16" O.C. I I /4" 0 X 6" 3/4" 0 X 6" �� � i i i- (6! - " X 4 EXP . A. O � '-0(ti � � 6 -2 X 4 6 3/4' X 22 1 /2" G. L. � � �6�-z x a � (e>-z x a ( > (s)-2 x a � � �cP. a o �,�-o � , ! ' . O.C. INTO O.C. INTO M I �� 2 X 10 O 16" O.C. I � ^`- 6 -2 X 4 9 2X� ° (2)- 2X10 I GROUTED CELLS � 2 X 12 � � GROUTED CELLS � `j� ( ) � � � I I WHERE WALL IS -2'-0 O.C. WHERE WALL IS � � � � � � � S2 x x '� I I 9 ROOF LEVEL I I 3 - 3/4" 0 THRU � � • ROOF LEVEL � � 2 X 8 • 16" O. C. N N N �� -�;� ��L � BOLTS THRU 80TH HIPS I (4 r'�:7A � ; �� � I � I � � STORAGE SPACE I I � 1 I 0 (3)- 12" M.L � AND RIDGE � � FLOOR � � I I F�ING ABOVE � v '° I I I STEP I I � 2 X 6 O 16" BRG WALL v (2)- 2X12 I I 2 X � z O 2 x � 2 � I I � � � i I I � $ '' I I � � 2 X 12 2'-0 O.C. 2'-0 O.C . 2 X 12 � � � � ( I 16" O.C. 16" O.C. I I I � STAIR STlUR ' I � � � (3) -2 X 4 � a I I � � J J � I I � � I � I I � - � I � � � I � -� HUTF �N � I i I � I I g„ � _ - I _ - _ � 2 X 10 � 6 '�I`''� -J L N N � � � ( N ,y � HANGER N I I � i �� O.C. g2 � � � � I I � � I � N � I I � I Iry ZX 1Z • „� ZX1ZO .J � I I � � N �i. � � � ���, N I I � � I — I I � iZ" O C . � 76" O.C. � � � I I 1� S2 N' ? i � o I I �— MISTIWALL � � � O ti N (2)-2X 12 � � / � 2 X 12 � � \ I I � 3 3/4" DIA. X � � "'� � ooa 3)-2 X 72 M 3 -3/4" DVA. � ♦ I I ��RU-BOLTS THRU I � I I i 2 -OO.C. 2X 12 � I _ x : SIMPSO � ' HIP & M.L. BM. 2 -0 O.C. I I I I I � THRU- OLTS THRU � I 8' -9 a io O 2 X 2 • 16 ' O.C. I I HIP & M. L. BM. I � � N I I I I � N � HANGER ao O � � � � I I 1 � I I i � _ S2 3)-2 X t c� `D - - � � � I I � CopyrgM I I I I � N ' � 2 - 2 1 2 — X 1 Z ' i A R�i0A16 ReeByn'adrati i � OPEN I I I 8 I I I 2 X 12 O I ' I I � � - - - S 2 c`+ — � � � I I I 2'-0 O�C. �// ' a n e d e q n s u i c a�p o r a��e d�6 � 2' -0 O.C. Q X � Z � � � herein, as an instrumemt o1 _ l — ^_ X 4 � I (S)- 2 X 4 (5)—2 X 4 C O L N L Y I — - - - —� U � O L r N I J Prett Arch�ecls, PC and �s � � � I I P � N � I O N L � � 5 -2 X 4 C O L. � / �' property ol Arnold/Gwathmey/ � 4 -2 X 10 OR (3�-2 X 10 I ) rWl lo be �Setl. in whole or in I � � 5 1/8' X 24" GL. WALL ABOVE � 2 X 12 I 3)- 2 X 12 I 2 X 7 2 �/ � uart, wnnout me wrinan - 8,4RREl VAULT � RE: ARCH. � � � � 2 X 8 • 16 O.C. � � � I Arnokl, Edward M. Gwathmey n aulhoozallpn p berl . � p : . �- �- � Jr. or He Prett. ' OPE S2 t I 1.1 EXI �T MA`�If<V � � _ _ _ _ _ _ _ _ _ _ � INVERTED LSU HA i _ . �v � � 5 I I N�TE - C71='ENING-_ I r�k`lY WALL� SFWL � BE FILLCr.� . I n I FILLINC� PMY BG G�Y GROJTING �UD � � � � � ALL LADDER J!"' � .. ' - j� Ot V�� ��� � � BM. RE: LEVEL 13.5 FL. PLAN � F'iuJtv �� WITN MC�'TER C� 0.�1C��1'E � � 1 8" x ? 6 � 2" S . !. I Develop�t F1A � - - - - - - - - - - � MIX /iNC�OFZ REBUILOING BLS,��1G - - — - - � BLLlfd J 2 x s O I 1 f�C� � . �F GfcV�Jr �s l�.L 'ixaKC cJ�RE � H " \`�+ � � o. C. � LI �o MUVtM � MI �E CE+-L:c: C� �D ` _ _ _ _ _ - P1ao a Date `� " � ` ` ` 'O 3 -2 X 10 t3E`CONU �-k�C /�CTllAL.Ly C��EN � C�7 �L � pprovea o ' ; �d�%'Yio ❑ Revised: � � � � � � I � � I I � I i � � .— � � " ?nied � � �8 - � i �� �� �'jo � � V � � 5 � � AMINv �' � AN L � V � � 14 '— O � � AMIN6 i� � AN ,.4� - ,�-� �a„a�ri o, P���B � . V4^ - t�0 V4r . � 5ec. 303 (�l 19 �ns and ot a Peimit c; aPP�oval a{ P or an �rantin� erm+t fo;, �Jr� � issuancz o� . ,, cor�strued to be a P � tne Provlsions �9 1 "��1�, ; ut N N �iuca:ions shzll nut b : i,1;1 ��AMII I� I IOT�S= :roval of , xny viclarion oi anY .�risdicat�on, ohhcr dat, s : ,, .,y ��y cthar ordinance of SheC�tications and U rinF �`:� 1 based uPon plans, P , lhereatter r�� �, 1 . COLUMNS SHALI BE (3)-2 X 4 U.O . N . �;m p1�,qal ,rom c �� ,,,, ���n ,,,,- �c3o� ot erbors 1io said p�ans, specificatfons and 2 . HEADERS SHALL BE (3)- 2 X 8 U.O.N. • 3: ' 3 . USE SIMPSON STL PIATE CONNECTORS AT ALL BEAM -BFJ1M � AND BEAM-COLUMN CONNECTIONS. �^` E 4. ROOF R,4FfERS FRAME INTO DORMERS RIOGE AND VALLEYS WITH SIMPSON I,SU HANGERS (SLOPED) . 5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS WITH ALL � "�• � � : � � PLANS. AND CONSULT ENGINEER IN CASE OF VARIATIONS. Sheet Nurnber S1 � . . . � . - 2 X 6 SHIMS — 2 X 6 O 16" BRG. AS RE4'D NO'IE: DECK FRAIAING ABOVE W�-� - FLOOR SH�THING OMfTTED FOR CLARITY 3/4" PLYWOOD W/ WATERPROOF FLOOR JOISTS CUT IXISTING MFMBR4NE RE: PLAN 4" SLAB-ON-GRADE = 2 X 6 ROOF JOISTS � W/ SIMPSON LSU GlU-LAAA-BM HANGERS RE: PUW 3/4" 4 THRU-BOLT 2 X 6 TREATED 1/2" 4 X 6" D(P. � (2)-2 X 6 O O 3'-0 O.C. VYIFIDOW POST , DECKJ015T� SIMPSONUFIANGERS - � - - o - - - - � - - � - - - - - � - W/SIMPSON u - - - -' �lU- UM BM. � HANGERS RF : PLAN RE: PLAN � SIMPSON WB (2)-�S CONT. - � i�� -- ! METAL STRAP i6" '�WEL -iD FT2EF- EXT SHFATHINC CONT. AROUND 10" X 16" CONC. WF4.1_S Q WINDOW SEAT T1E FOOTING INTO P05f IN WALL SECTION 8 I�lCORNEROf SECTION 1 � " f � 3) 2 X 6 POST , 4 . _, � , ,� WINDOW SEAT 3/4" = 1 '-0 C? F:l ? J _`. DEf794 6)-2 % 4 COLUMN IXISTING I 2 X 4 STUD CMU WALL WA�L : k t 7 F LOOR W/ 2)-3/4"Sp� X 6��� Z" !�'�I�TS ---- 2 K 70 BI.00KING D(ISTING SlAB-ON-GRADE �S. A (8" SPACING) FLOOR SHEATHING 3)-2 X 6 BHACE W/ � SIMPSON TP45 O EA CONN. I ;r I N EXISTING , ��. � 2 X 6 (TREATED) W/ FOUNDATION � 3/4" EXP. A � 3'-0 O.C. WALL I (ADD i BOLT � FA WINDOW �o> �EAT BRACE) I p°o•Op 2 X 10 FLOOR JOISfS �%��• CONC. f'OUND. � OPENINC IDITO SwIABE '�` : X 6 0 t 6" HRG - - - - .. . _ . WALL AND SLAB-ON-GRADE INSTALL ST�. ANGIE V AND POUR 12" DEEP CONC. wA�. L 2" SHIM BE7WEEN FOOIING FLUSH W/ 2 X 12 JOISTS � S� Z -- . _ . i�,_ .- _ - - W � � � S ECTI 0 N 9 S ECTI 0 N 5 S ECTI 0 N 2 C!) Q 3/4" = t ' - 0 3/4" = 1 ' -0 3/4" = 1 '-0 � � i�ET794 DET790 DET/96 � � RE: PLAN FLOOR � ':HfATHI�I; ' � U ! ��-- 2 x s 0 i s" 6RC . wqu 2�� , , a�� , X.ic=� � � 1 /2" ISO. JOWT 2 X 6 CONT. (TREATED) - R ! �� �., F_ nM . - 1 ' W/ 5/8" DIA. A.B. O � RE PLAN 3'-0 � � . BIOCKING •- - - - - - � I ROOf JOISTS — l � ;� �� � -.F! Ea' r. � r�� � W/SIMPSON LSU � o�°Oo 2-�4 CONT. ( r HANGERS 6L (SLOPED) FLOOR JOISTS � 2-�5 CONT.� rn RE ww 4�� S.O.G . ON �xywt_ � _ C_ lnir .. _ � v � � 4�� GRAVEL BED F . x� �� WY, t_ i RE: PLAN � 2 x e o i6^ ettc. �5 O MID-HEIGHT 1� wALL I�R71E - �. �.XI _. �:I.ItL_ CJ�'! �- � IN � CJ:.E A_ r : ', ; . S�U�i[ ,�C BLOCKING #5 � 2'-0 a�- p � 11\h �1�. �'�V/�I�L r�: Aopokl/GwathmeyRrett VERT. Q Architects. P.C. � All RipMS Resetvitl 6TG1f VE RT, RJ�It�F Th�s tlocument, aM U+e �Ceas ? x fi • 16" BRG. —\ � � WAl L / and despns incorpprdted �o" (— 2-�5 CONT. �-. hertrm, a6 8n msbum0ni Of / � �.-7 [:�'„ C prnlossional service, is �he �___ 1 property ol AmolyGwethmeyi fL00R JOISTS G,� l� EXI = . � 1 v,anArchnects PC and �s _ �; P� �,�_ �ut lo be used, m wnolo or �n G•�h. wRhoul Ihe wnnen SECTION 10 SEC ON 6 SECTION 3ry a°'"°'�a"°� °' R°°art ` � A!nold. Edwartl M Gwathrtpty � �. Jr or Henry Pratt. z ,4„ - � ' - .. 3/4" = 1 '-0 3/4" = 1 '� 0 ���; � �� � �� � ri 16 � � 1� q I �� �,�� gi D 415 � v _ � �� �' ��' �":et� � � �� � �. �` Date °, � � f � � � <� , � / �I Revised: eR �1.e is^ ���' .___..DAT���-F-L-�. f � .� . , , . .j �; _ G. RCt"" "�_._.__.- _-- .._ . .o _ ` o E�:? . STUD WALL - EXI� h�l.L ---- ' L� �' l _ RCOF .; HE��Ar�; ING w� stiEnTNiNC _.._ _ . . _ _ . a F«n„�6 - z x oecaanc ON SLEEPERS 3/4„ PLYWOOD � +, t '� SHEATHING W/ fL00R SHEATHING .- LCirG. - y/i4 co � r. I,.i/ /9 � x /s� WATERPROOF E+�-�". A . @ Z' . O o, G . � MEMBRANE i � � �"�'�E .��7. . . : . ^rnro� .... RooF �oisr wi _ �CA � � ��fl . '. � S SOLID BLOCKING z ,� (� R - , TAPERED PL R,eM�T Q IZ � O �G . TO L �-_ � _ � — FLOOR JOISTS = RE: P�w -III III IIII ,�_ ! — '_ .� �s t3F-.^.�s 2 X FRMG. W/ (3)-2 x i2 eM. III III III IIII � si�aPSON u �oe� r i �lG 3 -v � �o W - w�GERS IIII ��Ilj�� �ET,��c,rrso � � �� ,---� si.t•►s � _ S E C T I 0 N 1 1 S E C T I 0 N 7 —1° �° ��" S E C T I — � °� 4 Sheet Number GLU— WM BA�. RE: PLAN 3/4" = 1 '-0 3/4" = 1 '-0 3/4" = 1 '-0 DET3�5 DEi792 DET795 � � GENERAL NOTES . . . 1 . LIVE LOADS USED j,Ll Q,�j,�j{ : Fi . :? TRUCTURAL. .� T=_L : ' • A . ROOF . . . . . . . . 80 PSF A . ALL STRUC9' URAL STEEI, SI ! ALL �ONrOI: M TO ASTM `; F�CIFIC' A - TIONS A36 EXCEPT PIPL• COLUMNS WHICH SHALC, CONFORM T � B . TYPICAL FLOOR . . . . . . 40 PSF ASTH A53 AND TUBE COLUMNS TO ASTM A500 , GRADE B , LATEST EDITIONS . ANCHOR BOLTS SHALL BE A307 STEEL AND MISCEL - C . EXTERIOR DECKS . . . . . . 100 PSF LANEOUS EHIIEDDED ITEHS SNALL BE A36 S'fEEL . D . WIND B . STRUCTURAL STEEL SHALL £i. DETAILED AND FABRICATED IN 1 . BASIC WIND SPEb:D . . . . 80 MPH ACCORDANCE WITH LATEST PROVISIOMS OF AISC "MANUAL oF 2 . EXPOSURE . . . . . • C STEEL CONSTRUCTION . " E . EARTHQUAKE . . . . . . 20NE I C . MINIMUM WELDS TO BE AI3C AND/ OR AW3 BUT NOT LESS THAN 3 / 16 " CONTZNUOUS FILLET UNLE3S OTHERWISE NOTED . 2 . NON - STRUCTURAL ELEMENTS : D . ALI, WELDERS SHALL HAVE EVIDENCF OF PASS ; N � THP' AMERICAh A . ELEMENT9 SUCH A3 NON - BEARING PARTITIONS , ETC . ATTACHED WELDING SOCIETY STANDARD 1L: Ai., IFICAT : OFL`? °'F,STS A:; TO AND / OR SUPPORTED BY TME STRUCTURE SNALL TAKE INTO DETAILED IN AWu D1 . ' . ACCOUNR' DEFLECTIONS AND OTHER STF•. UCTURAL MO�IEMENTS . E . PROVIDE TEMPORARY BRACING AND PRECAUTIONS ;JL•: CESSARY TO 3 . FOUNDATIONS : WITHSTAND ALL CONSTRUCTION AND / OR WIND � OAPS UNTIL AL'e. FIELD C2PI ^I " CTInNS AF. F. rnMPL. ETiD AND SHEAR W?�.LLS OF A . THE ALLOWASLE SOIL BEARING PRESSURE ASSUMED IN DESIGN DECKS As. F : ' � F' LAC � . IS 3000 PSF . THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDA4' ION EXCAVATION . � . (qOOD ; SOILS ENGINEER SHALL VERIFY IN WRZTING THE ACTUAL SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED . A . ALL FRAMING LUMHER SHALL BE DRY DOUGLAS F1R , CUr. .^: 'C REGION VISUALLY GRADED AS F�LLOWS : B . ALL FOOTING BEARING ELEVATIONS � HOWN ARE ASSUMED . _ _ EXACT BEARING ELEVATIONS SNALL BE VERIFIED IN THE FIELD ' ' � � ' ��� " � WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOIL3 ENGINEER AND ALL BOTTOM OF FOOTINGS SHALL Bfi A 2 " THICK - 4 " WIDE STliD fb = 800 psi : 'i��l '� �H�-�-+ �E.k: I MINIMUM OF 9 ' - 0 BELOW EXTERIOR GRADE . 2 " THICK - 6 " 6 WIDER NO . 2 fb = 1250 psi � 3 " THICK - 6 " & wIDER NO . 1 fb = 1300 psi � ° S�AB-ON-GRADE C . ALL. FOOTINGS ARE TO BE PLACED ON FIRM , UNDISTURBED , NOTED ALLOWABLE STS:SSEB ARE HiNIMUMS AND FOR NON- , � 1 4" GRAVEL BED NATURAL SOIL OR PROPERLY COMPACTED BACKFILL APPROVED REPETITIVE USES PRIOR TO ALLOWABLE STRESS INCREASES . , � � I , - BY TH� SOILS ENGINEER . BACKFILL SHALL BE COMPACTEO TO � - � 95� ( MINIHUM ) STANDARU PROCTOR DENSITY UNLESS OTHERWISE $ . PROVIDE 1 X 9 CROSS BF. IDGING NOT OVSR D ' ON CENTER FOR ` � �- T ' Xr � I / / , ALL WOOD JOISTS AtfD 2 }; SOLID BLOCKING BETWEEN JOISTS AT � - - - - - - - - - - - ' - ' - - \� � i RECOMHENDED IN THF. SOILS REPORT . IF SOFT SPOTS ARE I ENCOUNTERED REMOVE 80IL AND RECOMPACT WITH APPROVED ALL SUPPORTS . FASTEN ALL WOOD MEHBCRS WITH COMMON � ` \ ,N : :G' . 'y� ti�_ � - � � r.r FILL . ( RE : SOIL REPORT FOR BESGRIPTION OF HEARING NAILS ACCORDING TO THE UBC SCHEDULE UNLESS OTHERWISE � � �.Kq� - • . i � = - �. SOIL . ) NOTED . � � I � 1 c� 17 • c„_ .. D . CENTER IsLL FOOTINGS UNDER WALLS , COLUMNS OR GRID LINES C . � A1IINATED @�j$, I I \` � - �� � � � UNLESS OTHERWI3E NOTED ON PLANS . � � � � � � � t 1 . ALL LAMINATED HEHSERS SHJ�LL HE FABRICATED OF � I 7 1_ .r E . CONTRACTOR TO PROVIDE , AT HSS EXPENSE , FIELD DENSITY DOUGLAS FIR LARCH AT 12 PE^ CENT NOISTUR6 CONTENT , TESTS ON COMPACTED FILL UNDER EOOTINGS AND INTERIOR IN ACCORDANCE WITH WCLIB . ALL SIZED SHOWN ARE � I 52 SLABS -ON -GRADE . A MINIMUM OF 2 REPRESENTATIVE T&STS NET . � _ '�4� I I � � � I ; HALL BE TAKEN FOR EACH FOOTING AND SLAB -ON -GRADE . � I tO / , 2 . LAMINATED MEMHER SHALL BE D :'fAILED ANb FABRICATED � � _ 2 X 6 O 16" BRG . WALL ABOVE _ � � v IN ACCORDANCE WITH THE STAN !'� ARD SPECIFICATIONS FOR ~ I THE DESIGN AND FAHRICATIOta OF STRUCTURAL GLUE � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � Z F . NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COriPLETED SO LAMINATED TINBER , LATEST F..6ITION AS PUBLISHED BY � � � � THAT CONDITIONS MAY HE INSPECTED PRIOR TO PLACEMENT OF AITC . � � CUT 10 FOOTING � � ANY FILL OR CONCRETE . IM'0 EXISTING SIAB I I I � 3 . PROVIDE UMITS CONFORMING TG AITC 117 � 22FV8 � D . F . u--� ' -: � � �_ ' 1Je. � I I I � 9 . CONCRF.TE : FOR CONTINUOUS MEMBEFS AN '? CANTILEVERS AND 24F'V3 I I I FOR SIMPLE SUPPORT MEMBERS . MEMSGRS SHALL B& � - NP 2 PLCS. - � — � A . ALL CAST - IN -PLACE CONCRETE SHALL Bfi MADE WITH TYPE I � 2 � I V, I PORTLAND CEMENT STONE AGGRECATE AND SHALL DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY � STAMPED ON EACH MEMBER . � � � � DEVELOP 3000 PSI C^NPRESSIVE STRENGTH IN 28 DAYS . Sz � � IF CONCRETE SUPPLIER P � OpQSES USE OF FLYASN HE SHALL D . PLYWOOD DECK AND/ OR WAF�RBOARD � � ., � r_r��vF. Ex�-�r � � PROVIDE OWNfiR WITH LETTER INDICATING COST REDUCTION AT I = c7onlG r. I.OL' K � I � � TIME OF SID . � i r � 1 . PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING . I � B . TH MODULES OF ELASTICITY OF ALL CONCRETE SHALL EXCEED 1�PPLICATION SHALL BE IN ACCORDANCS WITH I 2 X 6 O 16" BRG. WALLA90VE � � Wc� • 5 33 fc ' fOR 57 , 000 f ' c NORMAL WEIQHT CONCRETE ) . RECOMMENDATIONS OF THE ANERICAN PLYWOOD — _ � r" _ � � V ASSOCIATION . - - - - - - - - - - - - - - - - - - - - - - -i � C . CQNTRACTOR MAY POUR °T, ABS - ON -GRADE CONTINUOUS AND � � � I C � 2 . EACH PANEL SFIAL.L BE IDENTIFIED WITH THE SAWCUR JOINTS . JOINTS SHALL BE SPACED 15 FEET AND GRADE -TRADEMARK OF THE AMERICAN PLYWOOD � � I I G �`$ SAWCUT 1 " DEEP X 1 / 8 " WIDE WITHIN 12 HOURS AFTER P6UR - ASSOCIATION AND SIaALL MEET THE REQUIREMENTS OF � - - - - - - - - - - - - - - - - --� I � � ING . CARRY ALL SLAB REINFORCEMENT THROUGH JOINT . . U . S . pRODUCTS STANDARD PSI , LATEST EDITION FOR � I � I PLYWOOD . ALL PANELS WHICH HAVE ANY EDGE OR I � I � � � � D . SLABS , TOPPING , FOOTINGS , SEAMS AND WALLS SHALL NOT SUAFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL � I 4 I � ' /� HAVE JOINTS IN A HORIZC?NTAL PLANE . ANY STOP IN CON - SE OF THE EXTERIOR TYPE . 52 CRETE WORK MUST BE MADE AT TNIRD POINT OE SPAN WTTH � I � � � I� uJ � VERTICAL BULKHEApS ANP HORIZOPiTAL SHEAR KEYS UNLES3 3 . FOR FLOORING USE 3 / 9 " T& G STURD - I -FLOOR SHEATHING � � I I �� OTHERWISE SHOWN . ALL CONSTRUCTION JOINTS SHALL BE AS NAILED AT 6 " O . C . ALONG PANEL EDGES AND AT 10 " � I � I DETAILED OR AS REVIEWED BY THE ENGINESR . ALONG INTERMEDIATE SUPPORTS . I � � � E . ALL CONCRETE WORS AND RF. INFORCEHENT DETAILING SHALL BE 4 . FOR ROOF USE 5 / 8 " T& G 29 / 98 APA EXPOSURG I SHEATH - ' � C47" '` 'Q " ��-o ��-- � � ,� IN ACCORDANCE WITN ACI BUILDING CODE 318 - 83 . UNL�S5 ING NAILED AT 6 " O . C . ALONG PANEL EDGES AND AT 12 " � � � � �p`��_ F�pM 0'-0 I I � � C, F� GFt�K r � �„ � , c�,a,-�,n� NOTED OTHERWISE A[.L EY. ? OSED EDGES OF CONCRETE W(]RK ALONG INTERMEDIATE SUPPORTS . an,oldGwatnniey, r'�au SHALL HAVE 3 / 9 INCH CHAMFER . USE STANDARD HOOKS ON � � � � Architects, P.C. 5 NLESS OTHERWISE NOTED . � I All RigMS Resarved T��s document, and Ihe ideas � � I and tlesqns incorporeted 5 . REINFORCEMENT : 5 . EXTERIOR WAI.LS SHALL HAVE 1 GAYER OF 1 / 2 " 24 / 4 +f I � nerein, asaninshumentot EXPOSURE I SHEAT'HING NAILED AT 6 " O . C . ALONG pANEL _ I � prolessionalserv�ce, �stha A . ALL REINFORCING SHALI. RE HIGN-STRENGTN DEFORMED BARS • EDGES . I - - - - - - - - - - - - - - - - - - - - - - - - � propeAyofArnOld+Gwethmeyi CONFORMING TO ASTM GRADE AO . � PratlArchdecls, P.0 arM �s , not lo be u5etl, m wholB W ir� 6 . DIAPHRAGM SHEA1'HING SHALL SE TH8 THICKNE3S SHOWN � r - - - - - - - - - - - � - - - - - - - aan, w+movtthewrittan B . WELDED WIRE FAHRIC SHALL CONFORM TO ASTM A185 AND SHALL ON PLANS WITH THE FACE GRAIN PERPENDICULAR T<) � � au�horizatwnotRoeert � � � � I � ArnoW. Edward M Gwathmey BE LAPPED ONE FULL MECH AT SIDE AND END SPLICE3 AND 3UPPORTS WITH END .lOINTS STAGGERED . d• orHan Pran 4" SLAB-ON- � I i .--------'� p '�' WIRED TOGETHER . GRADE ON 4" � I ' I 7 . INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS , GRAVEL BED � — — - - - - I � � � � � �✓ ���� � �� . / � ` ��� � C . POLYPROPYLENE FIHER REIKFORCING SHALL HANE FIBER LENGTH TONGUE AND GROOVE PANELS OR SOLID WOOD HLOCKING � �' y 4,�,� r' �` '" �� COORDINATE WITH AGGREGPTE SI2E AS PER MANUFACTURER ' S HETWEEN SUPPORT3 . �— - -- — — - — — - I � � ` ' � � � RECOMMENDATIONS . AMOUNT OF FIHERS SHALL HE A MINIMUM OF j� � „ � � �+, '� J�� t�.l �t� \�/,�, `I�) � D8t@ �. - ` � --�' � 4 SLAB-ON- fQ�` �A �1 �1[• vl fr'\� 1 . 5 LBS / YRD 3 OF CONCRETE OR THE AMOUNT RECOHMENDED BY B , f_F:NFRLT. ; � THE MANUFACTURER WHICH EVER IS GREATER . THC�KEN D SLAB � y Revised: D . REINFORCEMENT PROTECTION : A . ENGINEER ' S ACCEPTANCE MUST BE SECURED FOR ALL �� � EDGE (8 ) 3TRUCTURAL SUSSTITUTION3 . ��' :'� Y�qii �� 21 � qU 3 � ,� l�A��:?.ti-=�-'.�:. 1 . CONCRETB POURED 11GAINST EARTH . . . 3 " B . VERIFY AI,L OPENINGS THROUGH FLOORS , ROOF AND WALLS WITN S2 �Y- .~�u-� -- -- -- -'- ' ' ' " " , .Y ....- � -..._..._._-•------- :_:_-�:e------ '�j 8 - I(o -°lo HECHANICAL AND ELECTRICAL CONTRACTORS . VERIFICATION n ,r. - "" 2 . CONCRETE POURED IN FORMS ( EXPOSED TO WEATHER OR LOCATIONS , SSZ�S , LINTELS , AND REQUIRED CONNECTIONS :�[? : EARTH . • • • • • � Zn CONTRACTOR ' S COMPLETE RESPONSIBILITY . 3 . SLABS AND WALLS ( NOT EXPOSED TO WEATHER ) . 3 / 9 " C . PRIOR TO INSTALLATION OF NECHANICAL AND ELECTRI � T: , � (� � Ny� /� T IO j I CJ� ' E9UIPMENT OR OTNER T '!' �,MS TO BE ATTACH�D TO 'PIi ; G . NO SPLICES OF REINFORCEMENT 3HALL BE MADE EXCEPT AS STRUCTURE , ENGINEER ' S .1PPROVAL OF CONNECTIONS AN ,] �Q I DETAILED OR I�UTHORIZED ^ v THE STRUCTURAL ENGINEER . LAP SUPPORTS SHALL HE 03TAINED . UNLESS SPECIFICALLY � � v � � O LX J� � V � i-- �� SPLICES , WHERE PERMITTED , SHALL BE A MINIMUM OF 36 BAR DETAILED ON ARCHI '"nCT !.'RAL AND STRUCTURAL DRAWINGS , DIAMETERS UNLESS OTHE3FISE NOTED . MAKE AL{. BARS RESPECTIVE SUBCONT3A.CT^Z SHALL FURNISH ALL HANGERS , � � A �"lIN � �' � A N CONTINUOUS AROUND CORNERS . CONNECTIONS , ETC . , REQJIRED FOR IN3TALLATION OF NI '� I TEMS . 1/4" - 1'-O F . PLACE TWO M5 ( PER 8 " THICKNESS ) WITH 2 ' - 0 PROJfiCTION p GtATERPR00FING VAPOR BARRIERS ETC . , SHALL BE AS SHOWt� AROUND MLL OPENINGS IN CONCRETE WALLS , SLABS , AND ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN TH '. : BEAMS . ALSO PROVIIIE TWO MS X 4 ' - 0 DIAGONALLY AT EACN CORNER . ARCHITECTURAL SPECIP' ICATIONS . r , G . CONTINUOUS TOP AND BOTTOH BARS IN WALLS AND BEAM3 SHALL E . ALL DIMENSIONS ON STRUCTURAL DRAWINr_, s ; HaLL �tE r_ HECKE '� BE SPLICED AS FOLLOWS : TOP BARS AT MID3PAN , BOTTOM AGAINST FIELD ARCHITECTURAL DRAWINGS . BARS OVER SUPPORTS . F . BRACE EXISTING CMU SIDEWALLS DURING DF.MOLI 'I' ? ON AN , � Sheet Number CONSTRUCTSON PNAS � UNTIL ALL FLOORS AND ROOf� ARE I !J Fi . PROVIDE ALL ACCE� SORIES NF ':ESSARY TO SUPPORT REINFORC - pLACE . ING AT POSITIONS SHOWN ON TIdE PLANS . ALL REINFORCEMENT TO BE HELD SECURELY IN PF '?PER POSITION IN ACCORDANCE DEMOLITION SHALL SE DONE WITHOUT DESTRUC'I' ION OF EXIS 'P `* � WITH ACI 318 - 77 . 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