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CoPY,�gm � GwatnmeyPran / -- Archnects, PC yI � � / TI = All RignlS Reservea III I � -� I 7nis tlocument, antl the itleas . _I � 1 � ! - �I — - F . . li . 9 P - j - — and des� ns incor oratetl nerein, as an insirument o1 i i professionai service, is the -- - - - - -- - - pmper,y o1 Gwathmey!Pretl I � Architects, PC. entl Is not to � i � ' be u52d, in Wh01B Of In p3rt, j _ ;_ _ . . 3 tor an other rojBCi Without � Y P ?he wntten authOrization of i� . _ . . . . . . ' 1 �� � � - — —.. -_ = Edwartl M Gwathmey Jr o� _ _ _ ____ _ _. _ i2 Henry Pran .� -. _ _ _ . 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To ,�-,, c u T yTo,� E . �X � ST i �� FF� � � �T1 G� � h-1 � T I F-f ��o� �ro , w � � � G o f-t M E� c i titlo 'T�-+ E 1�-�0�� . ' �. '� � . • oI.1NEF� To �EG� FY GAP�Ir-1B�T�-`r , Ga.i � a�� �: -roF='. , Fi ,cT�;:=� , ' � �. ; � _ " ' GP¢PGT 'rI � E l� �ro�-iTS , ¢� U�iEt� iTEi-1 � �°---_ �' LP�-I t� - " �, � hGAPr'c ; EDINARD M. PI.P� irl[� • ��y.1 co� �zuctroi-1 -ro �--w.-rc�-+ � Xi � � � � F � � , S �� y T TE x -ru rzE a v� � �-, T �¢� , TR � i i y-� � �-+ �ol-i � . ET� (7'�� J;':tiHh1EY, JR. ': j , ' � '/,. J` � , (. - � �.'' I �',- � '�\ ' .. k � � � i EX � �j ` , �� r1' ��h -Tn 2E r "G- �I •�-��--�" ' � - � Exi � T� � ca WA �.� �-� To f�6 REr-'irv � i� � - '-"` " ' , I � ti.lEl�-� ��.00� A� E,t�. ' �: �-�=� Sheet Number - � '�� � L o I�--: � 12- L � � � t. P l, f'� ti► - %4 " �'�I P� I ti L E � � l.. I° L � f�1 • '/ 4 " U I° 1° � I� L. � �/ � l., 1° L. � I�l - '/� ' 4 � z �aF� Exi �-ri �. �� - io �l3 � ►zFP CXi �iTi �l� . �a3 � tzF? BxiZT � '�-� ro I I 2 � f� Ff� .� aplTivN � 2 S -� gF� Pt� v � '�' , oN N o F T � I .� . - � . „ WILLIS RESIDENCE - ' . MSN N2142 � � AUGUST 17, 1993 QENERALNOTES � , uvF �oeasusEnm �r�: �� � � � \� v A ROOF T/ P �:7 B. 7�'PICAL ROOR �0 PSF . (��l � C. WIND ,1� � 1 . BASIC WIND SPEED 80 MPH � 2. EXPOSURE G D. EARTHOUAKE ZONE1 I 2. FOLINDATIONS: i A. 1NE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2000. , - THE CONTRACTOR SHALL REfAIN A UCENSED SOILS ENGINEER TO INSPECT THE FOUNDATION EXCAVATION. SOILS ENOINEER SHALL VEflIFY IN WRITING THE ACTUAL SOILS CAPACITY IS EOUAL TO OR GqEATER TNAN ASSUMED. . B. ALL FOOTING BEAFING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEANING ELEVATIONS SHALL BE VERIFlED IN THE FIELO WI7H ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF St71LS ENGINEEF AND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF a8• BELOW FXTERIOR GRADE. �� 1 �1.0 � � C. ALL FOOTING5 ARE TO BE PLACE� ON FlRM, UNDISTURBED, NATl1RAL SOIL 7�. OR PROPERLY COMPACTED BACKFlLL, APPROVED 8V 1NE SOILS ENGWEER. U 0/+CKFILL SHALL BE COMPnCTED T095% (MINIMUM) STANDARO PROCTOR � DENSITV UNLESS OTHERWISE RECOMMENDED IN THE SOILS pEPORT. IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOiL AND RECOMPACT WI7H APPRaVEO FILL. (RE: SOIL REPORT FOR DE9CRIPTION OF 9EARING SOIL.) G � � / �. 00 NOT PIACE BACHFILL AGAINST BASEMENT WALLS UNTIL BASEMENT � \ FLOOR AND FIRST FLOOR ARE IN PLACE. \ E. CONTRACTOR TO PROVIpE, AT HIS EXPEN3E, FlELD DENSITY TESTS ON / COMPACTED FILL UNDER FOOTINGS AND INTERIpR SLABS-0N-GRADE. A l / � 10 MINIMUM OF 1 REPRESENTAl1VE TESTS SHAIL BE TAICEN �OR EACH FOOTING jnr�o SuaoN�Raoe. � � F. NOTIFV SOILS ENpINEEP WHEN EXCAVAnON IS COMPLETED SO THAT CONDI- 1 TIONS MAY BE �NSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. . � / / 3. CONCFFTF: O / / A. ALL CAST-IN-PLACE CONCRETE SHAI.,L BE MADE WITH TVPE 7 PORTLANO / 'ti CEMENT, STONE AGGREGATE AND SHALL DEVELOP 3000 PSI CAMPRESSIVE \.�l � LOT "!�I STRENGTI-I IN ZB DAVS. If CONCRETE SUPPLIER PROPOSES USE OP FLYASH HE �--`_ / / � $HAIL PROVIDE OWNER WITi-I LEf?Eii INDICATING COST RE�UCTION / AT TIME OF BID. � / B. FOOTINGS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PIANE. ANY STOP IN � / CONCREfE WpRK MUST BE MADE AT THIRD POIN7 OF SPAN WITH VERTICAL BULKHEADS ` , �.} p-�- -r�8, �,Q� � ANO HOR¢ONTAL SHEAR KEYS UNLE3S OTHERWISE 3HOWN. ALL CONSTiiUCTION JOINTS / SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER. � � C. ALL CONCRETE WORK AND REINFORCEMENT DEiAILING SHALL BE IN �t7ul.t� E�z �ET�i �-�lil-1 I/-I�L.L �� � .-\�� F�P' IIJ�N C2) �S,hGEN ' ACCOROANCEWITHACI9UILDINGCODE31&83. UNLE5SNOTEDOTHERWISE ' ` / � � ;� �-��:,\;���\\� \ � , ALL EXPOSED EOGES OF CONCRETE WORK 3HALL HAVE 1/2 INCH CHAMFER. ( ] � p \ ., \ �� � ` USE STANDARD HOOKS ON DOWELS UNLESS OTHEqWISE NOTED. v/ (� � � ,A . ,. Y� 4. R INFOR . M NT' L O � \ "� 0� r � / A. ALL REINFORCING SHALL BE H16H-STRENGTH DEFORMED BARS CONFORMING TO � / .� \\,..F . ASTM GRADB 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH � C \ SHAIL BE DEFORMED BARS, ASTM OESIGNATION A615, ORADE 40. Q I� iTcHEh-1 / '�?�TN / i / B. FEINFORCEMENTPROTECTION: •� ' 1 . CONCRETE POURED AGAINST EARTH 3' �� � I Q, rj p � T ,p� .�� 4 • 2 CONCRETE POURED IN FORMS (EXP09ED TO WEATHER OR EARTH) 2' ( � . � - � 3. SLnaS Nu0 WALLS (NOT EXPOSED TO WE�TNER) 3/a` � � � . / � , \ - , C. NO SPLICES OF REINFORCEMENT SHALL BE MAD6 E7(CEPT AS DETAILED OR W � � O /Z� � �� �y ��� AUTHOHIZED 9V THE STRUCTURAL ENOINEER. LAP SPLICES. WHERE PERMIT7ED. � O � .� SHALL BE A MINIMUM OF 36 BAR DIAMETERS UNLESS OTHERWISE NOTED. MAKE / . �Q ALL BARS CONTINUOUS AROUND CORNERS. � GOIJ G � �Z�A I I`� I �-lCJ �UJ�/ D PLACE TWO p5 (PER 8' THICKNESS) WITH 2'-0 PRO,IECTION AROUND ALL � OPENINGS IN CONCRETE WALLS, SLAB9, AND BEAMS. ALSO PROVIDE TWO / ^ � � / - ((� %� 715 X 4'-0 DIAGONALLY AT F1�CH CORNER. V , � \,�,� ryM / E. CONTINUOUS TOP AND BOTTOM BAFS IN WALLS AND BEAMS SHALL BE � m SPLICED AS FOLLOWS: TOP BAfiS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. � 1zooP �7 �� � E �' 1°Ro PE �-1'7 � � �� � � / � F. PROVIDE ALL ACCESSORIES NECESSARV TO SUPPORT REINFORCING AT POSI- � � T10NS SHOWN ON THE PLANS. ALL REINFORCEMENT TO BE HELD SECURELY �� = � IN PFiOPER POSITION IN ACCORDANGE WI7H ACI 31&T7. '� �ou ��-r� oN ou-1�uN� � uN , t t� 1 . C M cy uIt s-rc� 6 1,..�.�. ic. 5, �na: � N ' / ' / \� � ' T �/ ~"� d � G �� � u� A. ALL FRAMIN(3 AND TRUSS WMBER SHALL BE DRY DOUGUS Flii, LARCH, ��jQ � \ GRADED BY WESTERN WOOD PRODUCT3 ASSOCIATION AND CONFORMING 1' q� �.• �J� � � c� ��-j Q'��,.� ( 2� �p �\ TO UNIFORM BUILDINO CODE AS FOLLOWS: / � Z r VD �ry, �� N,(� �(�*r`j�'i"' LG, ( IO � H '�". ) 2' THICK � 4' WIDE � STUDW = 800psi p 2' THICK - 6" dWIDER N0. 2Po � 1250pSi .. u N � •r- � �� �', 8 P TF µT � L�t ( S �A�) ' 3' THICK � 8' 8 WIDER NO. 1 Po = 1350 psi . ... / � -; !�� NOTED ALLOWABLE STRESSES AFE MINIMUMS AND FOR NONflEPETRNE .� Copyngm \ USES PRIOR TO ALLOWABLE 5TRE9S INCfiEASES. GwatnmeyiPrett Architects. P.C. 8. PFOVIDE 1 X 4 CROSS BRIDGING NOT OVER B' ON CENTER FO(i ALL WOOD Aii Rignts Reservea � JOISTS ANO 2X SOLID BLOCKINO BETWEEN JOISTS AT ALL SUPPORTS. This tlocument, and the ideas I / ' FASTEN ALL WpOD MEMBERS WITH OOMMON NAIIS ACCORDING TO THE and designs incorporated � � � � 5� �L� �...rN � � UBC SCHEDULE UNLE55 OTHEFWISE NOTED. herein, as an instrumem of O professional service, is the f ����EX ' �� yI ��F`�E � � C. PLVWOOD DECK AND/OR WAFERBOARD property of Gwathmey/Pran / 1 . PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION Archirects. PC. and is not to SHALL BE IN ACCORDANCE WITH RECOMMEN�ATIANS OF THE AMERICAN be used, in whole or in part, PLYWOOD ASSOCIATION. for any other project without 2. EACH PANEL SNALL BE IDENTIFIED WITH THE GRADE-TAADEMARK OF the wrinen authorization of f � THE AMERICAN PLYWOOD ASSOCIATION ANb SHALL NEET THF RFOUIRFAAFNTS Edward M. Gwathmey Jr. or Henry Pratt. �-- � OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL �� � PANELS WHICH HAVE ANV EDGE Ofi SURFACE PERMANENTLY EXPOSED TO r THE WEA7HER SHALL BE OF 7HE EXTEFIOR TVPE. /' 3 FOR FLOORING USE yb' TgG STURD-I-FLOOR SHEATHING NAILED AT 4" O.C. � � ALONG PANEL EDGES AND AT 10' ALONG INTEflMEDIATE SUPPOR75- 4. FOR ROOF USE 518' (dp/2p SPAN RATING) EXPOSURE I SHEATHING NAILED AT 4' Date / pt� i�sE O.C. ALONG PANEL EDGES AND AT 12' ALONG INTERMEDIATE SUPPORTS. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I SHEATHING `1 � 2 �7 / `j 7� I I � � y� !/) NAILED A7 6" O.C. ALONCa PANEL EDGES. ReVIS@C�: �• '�7 6. �IAPHRA6M SHEATHING SNALL BE 7HE THICKNESS SHOWN ON PLANS � � _ t/ WITH THE FACE GRAIN PERPENOICULAR TO SUPPORTS WIIH END JOINTS 8�2 0 / `I �i '� STAGGERED. � OI 7. INSTALL SUITABLE EDGE SUPPpRT BY USE OF PLYCLIPS, TONGUE AND � \ GROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN 3UPPORTS. LO"1"' /Z,(p � ' � �`� D. PREPABRICATED WOOD MEMBERS SHAIL BE THE 1YPE NOTED ON THE DRAWINGS � � AND SHALL BE 'TAUSJOIST" AS MANUFACTURED BY TRUSJOIST COMPANV. � � AITERNATES SHALL BE REVIEWED BY THE ENGINEER, WEB BLOCKING ANO , � O BRIDGING TO BE AS REOUIREO BY THE J01ST MANUFAC7URER. � E. PROViDE BRiDGING PER MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE / NOTED ON 37RUCTURAL DRAWINGS, WOOD TFUSSES SHALL BE DESIGNED TO FULFlLL � STRESS REOUIREMENTS AND/OR LOADS NOTED ON pRAWINGS. SHOP DRAWINGS . / ' � �^ SHALL INCWOE CALCULATION3 AND BEAR THE STAMP OF A REGISTERED ENGINEER. < r-� '� � � � � ,y� \r � �' .ifr 6. �iF�EBAL: �"= /� ' �` � • � '`/�4/.� A. ENGINEER'S ACCEPTANCE MUST 0E SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. 1 '( EDWARD M . � � „ , GWATHMEY, 1R. ? r., �� B. VERIFY A�L OPENINGS THAOUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND t � �' � ' ELECTRICAL CON7RACTORS. VERIFiCA770N OF LOCATIONS, SIZES, LINTELS, AND � REOUIRED CONNECTIONS ARE CONiAACTOR'S CAMPLETE FBSPONSIBIL(TV C. pFIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EqUIPMENT OF QTHER •. °l" � � ' ITEMS TO BE AttACHED TO 7HE STRUCTURE, ENGINEEF'S APPROVAL OF CONNECTIONS �': j ? n K�1\ ` �".'>'�� ' � � � � � � � , I I ANO SUPPORTS 5HALL BE OBTAINED. UNLESS SPECIFlCALLY DETAILED ON - - --' � � � � ARCHITECTURAL AND STRUCTURAL DRAWINGS. RESPECTIVE SUBCONTRACTOR � 11 SHALI FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATiON OF HIS ITEMS. I ( � � � O � � L7 � � � 0. 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STc ti' ;7� 1i }w:si �:x� 1- . - i - , � . . . . i" t� '�'�� i�J C� �-� '��r� � L G% -� T. ,=- a �.P,.� < ,_ _ : �_:: . , . � -t .�<_z , � EY._�er:r_.�. � !: : �...... ._ . .._. .DRTEl:. : `: � - Sheet Number , � r� 't ,' , . _ o I� � 12- � � � � � P l. P� �-► � %4 " r.'1 ,� I ti l_ E � � 11 I° L ,� I�1 . �/ �- �' � � G J � � ' � �/ _;.- -. _ _� -� � - '�` �` � � '� � A � �? � i. � ` P Ex "-r ._. �^ � O '7 '� rO � F � Cxi �sT , �1CO 0o �i :� IZFO Ex � ST ,-_ c.- � . 2 o � FP• ? a ;� , -r ,� �� I "�- � -� F- �i4 <` � rt T c �, o cl . � . - , , . WILLIS RESIDENCE ' . MiN sZ742 AUGLI3T 17, 1993 OENERALNOTES 1 L1YE L�AQ� 1lSEQ 1C1 DF� / i A ROOF n Ps B IYPICAL FLOOR a0 PSF � C WIND � 1 BASIC WIND SPEED 80 MPH 2 EXPOSURE C D EARTNOUAKE ZONE ' I 2 FOUN�ATIONS� I A TNE ALLOWABIE SOIL BEARIN(3 PRESSURF ASSUMFD IN DESIGN IS 2000. THE CONTRACTOR SHAI.L RETAIN A UCENSED 901LS ENGINEER �0 INSPFC7 T}IE FOUNOATION EXCAVATION SOILS ENGMEER SHA�I VEAIFV IN WRITING TME ACTUAL SOILS CAPACITY IS FOUAL TO OR GREATER fHAN ASSUM6� B ALL FOOIING BFJIHING ELEVATIONS SHOWN ARE ASSUMED. EXAGT BEARING ELEVATIONS SHALL BE VERIFlED iN f HF FlELO Wil H ACTI.UI CONDITIONS BV CONTHACTOR WiTH APPROVAL OF SOILS ENGINEEF AND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF 48' AELOW FXTERIOR GRADE I �.O C ALL FOOTINGS ARE TO BE i'LACEn ON FlRM. UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED DACKFlLL. APPqOVED eV rr�E SOn.S fNGINE[R BACKFlI. L SHA11 BE COMPAC7F� T096Y, IMINIMUM) STANDARD PROCTOH / DENSITV UNLESS OTM+FRWISF RECOMMENDED IN TNE SOILS REPORT If 50F1 � SPOTS AR[ ENCOUNT[RED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL. �HL . SOIL REPORT POR DESC�iP7ipN OF BEAHING SOii. ) / D DO NOl PLACE BACKFlLL ACiAINST BASEMENT WALLS UNTII BASEMENT j \ FLOOR AND FIRST FLOOR ARE IN PLACE �' \ � E CONTRACTOR TO PROVIOE, AT HIS EXPEN3E, FIELD QENSITY TESTS ON / COMPACTED FILL UNDEF FOOTINGS AND INTERIOR SLABS-ON-GRADE A � � � MINIMUM OF 1 REPflE9ENTA?IYE TESTS SHALI B[ TAKEN FOR EACH POOTING ANO SLAB�ON-GRAOE ( P NOTIFV SOILS ENGINEER WMEN EXCAVATION IS COMPlETEO SO THAT CONDi- 1 . iIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANV FILL OF CONCHE7E 3. P.ONCFF?F O / � / � A. ALl CAST-IN-PLACE CONCRETE SHALL BE MADE WITN NPE t PORTLAND / 1 CEMENT STONE AG6RECaA7E AND SHALL DFVFLOP 3000 PSI COMPRESSIVE �� � LOT "frI STRENGTN IN 28 DAVS. IF CONCRLTE SUPPLIER PROPOSES USE OF FLVASH HE �- � / SHALL PHOVIDE OWNER WITH LETTEF INDICATING CO3T REDUCTION j� AT TIME OF BID. � \� / / 0 FOOTINGS ANO WALLS SHALL NOT NAVE JOINTS IN A fiORIZONTAI, PLANF ANV SIUP iN •� / CONCRETE WORK MUST BE MADE At THIRD POINT OF SPAN W�TFi VERTIGAL BULKMEAOS ` ,F•� pr -1'Ll�j �,rJI7 � AND HOHIZONTAL SNEAP KEVS UNLE35 OTHEiiWISE SHOWN. ALL CONSTAUCTION JOIN � S � SHALI BE AS DETAILED OR AS NEVIFWED BV TFiE F.N6INEER. �' / � O6 C ALL CONCRL?E WORK ANO HEINFORCEMENT UETAILING SNALL BE IN � �LIIi�E� �.7�`� � I F-L� w�.4�. --� u _._-_ - '����p. � u� I �„� �rj\ Ay�� / ACCOFDANCE WITH AC� BUILUINQ COOE 318$3 UNLESS NOTFD OTFI[fiWISE � ` T / . /r. J � .i ' ALL EXVOSED E�GES OF CONCAETE WOFK 9HALL MAVE ti21NCH CHAMfEF. ( ] V � 0 ��, �,�j USE STANUARD HOOKS ON DOWFI.S UNLESS Oh�FAW1SF NOI ED V � / f � - y� /F� r ' - / ` 4 q INFOR . M NT � O � �- D � \ / A A1L REINFORCING SHALI. HE HIpH-STRENGTH DEPOHMFU BARS CONf UNMING iO I I I / � . }� ' / ASTM GRADE 615. GRADE 60 EJ(CEPT 7lES. STIRRUPS AND PLRI�E ANCHORS WHICi i W �� � �� I � SHAIL BE D[FORMED BARS. ASTM OESIGNATION A615, ONADF 40 C \ B REfNi-URCEMENI PROTECTION�. � , I� iTcH � F-� / b'?�TN � � � � I . `'� � � � 1 CONCRETE POURED AGAINS7 EAHTH �!� ,�.� � bi7 I 'Tl 'O1� '�n� � Q \ � �-�- 7 ,� 2. GONCRETE POURED IN FORMS (ExPOSEU 10 WEA �HFROR EAFiTFI� 2' / ^ C � / 3 SLABS AN� WAl �S �NOT EXP03ED TO WEaTHER) s:a' V � � / � (�) 2� � °'m - � C NO SPLICE9 OF REINFORCEMEN f SHAI� BE MADE [XCEPT HS DETAILED OR W � � � � { ;� ���� y AUiHOHiZED Bv THF STRUCTURAL ENQINEFR . lAP SPLICES. 4VHERE PEHMIT7 ED �� .( SHALL BE A MINIMUM OF 36 BAR DIAMETERS UNLESS OTNEHW�SE NOTEO AIAKE O � � � ALL BARS CONTINUOUS AROUND CORNERS � / GGI'-� G IZETP� I N � �C� ��! ! , D PIACE t�MO NS (PFH 8" THICNNESS) WITH 7-0 PHQIECTION AHOUND AlL � � OPENINGS IN CONCREfF WALLS, SUB9 AND PFAMS AI.SO PROVIDE TWO r ^ � � � � ) MS X 4'-0 DIAG^4AlLY AT EACH CORNER v J � � � ''� � ' � � .�'M / \ \ E CONTINUOUS TOP ANO OOTTOM BANS IN WAtI S AND BEAMS 5HALL 8E � m � � SPUGED AS FOLLOWS: iOP 8AR9 AT MIDSPAN. D07TOM 6ARS OVER SUPPORTS � ¢ooP �.►? LI r-► E . �' \� �- - °Fc' °E rc'T '� - ' - �. m � / � � F PROVIDE ALl ACCESSORIES NECESSAFV TO SUPPORT REINFORCING AT POSI � �i. � � TIONS SMOWN ON THE PLANS A1 l REINFORCEMENT TO BE HELD 9ECURELV � = � A FOUI-{D�`TIDI-� OU�LI NE ` UI�I ( t V 1 � IN PROPFR POSITION 1N ACCOROANCE WITH AC1318•77 � � ' ,\ � � M �_ — cy � -r S-rv�� ;m i.-�,A.� � 5 �nu � N / � T � ' �� � G �' �� A Al.l fRAMING ANO TRUS9 I.UMBER 3HALL BE UHY UpUGLAS PIR. LARCM, � � - \ - GRADED 9V WESTFRN WOOD PRODUCTS ASSUGIAiION AND CONFORMING t qb �' i l � {�f� l �� F ��'j PriV-.I � 2� GP �_ \ TO UNIFORM BUILDING COQF AS FOLLOWS / � � : ' 2 � LD �-=ri �l {�1CJ �i ���" � _r- o � ,- �. rrHiCK - vwiDE STUOID . BOODs� � Q� � � � �� � � � 8 � � T� e'�l 'r" � ��� / C� ,;.,A._ 2' THICK 6' 6 WIUFR NO 2 t6 . t250 pei " u N ' � A �' � \ . \ 3` THICK - 8' 8 WIDER NO 1 M - 7350 ps� r r� � NOTED ALLOWABLE 9TRESSES AfiE NINIMUMS AND FOR NONREPETiTIVE - /� � \ USE3 PRIOR TO AILOWABLE STRE3S INCREASFS � L � : ! � ;�•� P. PROVIf]E I X a CRQSS pqIDGNG NOT OVER B' ON CENTER FOA ALL WO00 /+i a ,;r is 4esr.c�-. � \ � � JOISTS AND 2X SOLIU BLOCKING AFTWEEN JOISTS AT ALL SUPPORTS r.,is tlocanen!. antl +r.e �.^.r-a�> I / � / : - . �qSTEN AlL WOOD MFMBFRS WITI�� COMMON NAII.S ACCORDING TO THE antl designs mcorporacec7 UOC SCHEDULE UNLE3S OTHERWISE NOTED n r in aS .�r m r m m o� �D � yi 5y $►i..,p HTN � 1� . � � ` Town ut Va11 Community e e 5.• � e orofess�onei se�.�ce �s the �Q / � � Devetooment � �� yWOOD UtCK AND/OR WA�CROOARD property c} Gwathney'Pratt / �l I��PIiE � �'Fi �,71 (7�Y F� �' PANCL THICKNFSS SHA11 BE AS SIipWN ON THE DRAWING APWUCATION Arm!ecs. P C ano is not tc � \ SHAI.1. BE IN AGCORDANCE WITH RFCOMMFN�ATI�NS OF TI IC AM[RICAN �a sec .n wno e o� m par. Plan D ild � Nealth Fire � PL1'WOOD ASSOCIA I ION � c he� pro�oC: wnho�t � v i e�+ a;MOnze�ion of 4pproved ❑ �A ❑ � -' !-/+CH PANEL SHALL (3C iDFNTIFIED WITH iNE GRADE TRADEMARK Of � , , ,,w�•,,,��.� ,,• , ,. � .� THt AMEAICAN PI YWOOD A9SOCIATION AND SHALI MfFT THF RFOUIRFMFN7S _� � .�.. . � � ��� /� ^ O� �I S PHO�UC f S SIANDARD PSI, LATEST EDITION �OR PLVW000 Al l /�� Oenied U C' __ ❑ F�ANELS WHICH HAVE ANV EDGr OR SURF,\CE PEPMANENL�Y EXPOSED TO THF WFATHl2R SHALL BE OF IHE tX1ERIOF TVPE. . �\ . :? FOR f"I.00RWG USF 3/d^ T8(� STI IRfI-I-FI C�H SHFAIHING NAII EC1 AT e' O �. , � '. , Al pNG PANEL EDGES AND AT � 0' ALONG INTEAMtUlA1F SUPPORTS � ��e����?j' D� �E'I"RI!1 � FOH HOOF USF Si8" ;00%20 SPAN qATING) EXFOSUR6 ! SHEAIHING NAII ED AT a' Date � �� 7 O C At ONG PANEL EDG[S AND AT t2' ALONa INTERMEDIATE SUPPON f5 p � �.,i� � sP�. �.�.i ,�� � s u . �. c . � 5 FXIFRIOH WALIS SHALL IIAVE ONE UVER OF t/2' EXPOSURE I SHEAfHING ' 7 ; ;. �-� ; ! z I � � �f y y� (hp ISSU3fICC Of 0�8f1fi0J G! e ("IR1;1 D( �pproval of p�ans anu NAILCD AT 6" 0 C AIDNG PANEI kUGFS Revised: �' 5�::;I'tidii0�i3 i��311 IlOI LC C09SiiUCO IO �^ d G"`Plii tCti. 0� 2❑ 11 DIAPHRAGM SHEAT1iING SIULL BE THE THICKNE$$ $NONM ON PLANS O� ' � � WITI I THE �ACE GfiAIN PFNPFNDICUTAP f0 SUPPORiS WITH ENO JOINTS 8 'j O '� • \� � - i�i��i� C�'.".I G�, 8�), ,�'.�i;:!101? OI 2i�y ct tna p�„i�mr,S �i Ih!5 CDd6 � • � SIAGG[HED `�� �/ � 0( J! dfl)' OIhCf O�dlil�iC8 Of 1h2 ;UfISdICa:Oil . � il° I.SI73�tCB 01 ' iNS IALL SUITABLC EDGF SUPPORT BV USF OF PLYCLIPS, TONGUt ANC ��_ ✓ / B NLfitlit based upor ptans, s0eci11Cations and other data shGl� GROOVE PANFI S OH SOI ID WOOU BIACKING HFNJFEN 3UPPOFTS � �-, � � , m;i p!cvent the b�il�ing official frvm thereaitei requlring the "O� n`"1Q �� � y-�- � CCfi CLIi00 0} errors in said plans, specNications and OthE� i� "��EFABRICATED WOOD MFMAFRS SHALI. BE THF h'PE NOTED ON THh DHAW!NGti I ;8I8. ' � ANC SHAL� 9E "iRUS JOIST" AS MANUFACTUREO BV TRUS-JOI5T COMPANV � AI iEHNATES SHALL �E REVIEWED BY TViE ENGINEER WFA ALOCKINp ANU \ G� � � pqTE' � L ( � � RRIDGING TO BE AS RFQUiHFD AV iHF JOISI MANUFAC � UtiER '� � E PROVIUt HHIDGING PER MANUFAGTURER'S RECOMMENDATIONS llNLESS OTH[RWISC � NOiEU ON 9TRUCTURAL DRAWINGS. WOOD Tf,USSES SHALL BE DES�GN6J ID W���'�'� � STqESS REQl11RFMFN IS ANDiON 1 OADS NO1FU ON DRAWIN(3S. $HOP DRAWINGS � yy� 311AL1 INCI UUF GA1 CUT AI IONS ANU BEAR IHt SIAMP OI A NL(i1S �EHEU LNGINL6+ � 7� � � �� F. 5 �:�rl � iu � � 1 ^ �/ � 4 ENGINEEN'SAGCCP7ANCEMUSTOESECUREDFORAI.I. STRUCTURAI SUASn � -. ilii:N� �� ..` ,.•"pONA D�Mh , , `�`����.'��.ISiEqE'.�����y� 0 VEHIFY ALL OPENINGS THROUGH ROOFS, ROOP AND WAI. LS WITH MFCHANIGAI ANfI El[CTRICAL CON I HAC �ORS VERIFICATION O� LOCATIONS, 51ZE5, LINT[i S, AND � � ` . . L�t^S RE�UIf7ED CONNECTIONS AAE CONTRACTOF'S COMPI FiF fiESPONS1All ITV \� • ' • C PHIOH (O INSTALLATION O� MLCHANICAL AND Fl FCTRICA� E�UIPMENT OFi U� Nhi+ • IiEMS TO AF nTinCHFU f0 iHt SIHUCTURE, ENGINEER'S APPROVAL OF CONNFC7�•r;ra� � ,--- � � � �j�:��, I \�.`�:J � �ND SUPPORTS SHALL AF OATAINFD UNl FSS SPkCIFICAIIY DtTAILEU ON I�'� I J � ARCNITECTURAL ANO STRUGTUFAL DfiAWINGS. RESPECTN[ SUBCONTRAC OF i .,� � `� �. � � I �ii� �%� w . � ``/ SHALI PUHNISH ALL HANG[RS. CONNECTIONS. ETC REOUIRED FOR INSTAtLA � IGN ���:-F __'_ - _- —_____ ___--___ � , \� •.�..� �� � OF �� HiSifFMS i ����nun�� � � � • � �i' � /_'� � � r- � �l I'qpVIDCASPHAIIICMnSf �CCOniiNG �NA. , `iIFFI 4NGWOOCFX� 05C6 ' _"^L �` ���t ���L.��. F EART�i V N � aT 2y bUOGic. 2 , U�. i � �/ ! �.��E i �i 'r� � ` ' TOW110'1 � A . 1 ?c coF-J rJ" G'�'-il .. _� : � �. . �� � �- �i C� 5 C!�-�� v "1 T�: ¢G-� '� ' , OFFI�� �OPY � _ _ C£RT/F/CATE OF OWNERSH/P AND D£D /CATfON k ,, _ .: ,_ .r ��� � , . ; � F _ . , < <� . t , � � � , , t , t , � , : . � t, , . : , !/A /L i/ / L L A G E , TH/ R TEEN TH F / L / N G ' � �. � : � �, , Y � P fol lr �> j � � f r9 � �. . , � i l ,c, •1 1.ir� � ls as t }�e, �� f' 1 � 2 ted �.,dr� � : " � Fti �, �, �• t � { rt,� �� �,, , t �, f. �, � � �,�� ,, r < <. , ,, : :', F � t � • � � �. , tr� � : : ��� '. � � f '� i •` . ' ' A PART OF THE SE. �4 OF SEC. 4 , THE S . //2 OF SEC. 3 . , , ' t ; ,e �� , uthwe _: t r, uat ter of :; �� � t i � r� 7 , ir,v, t � . . i � i ; ; . : nut , i , , t : : � � rM � Fth } lnc i � i � 19. Y � li , iri � r , . � , t . , , , f ; .� , � � , ; '. Latf nJ i ' i lc , ! : . , , . : r, �� � rTt � . ., , � , : � � � ,,: , ; � , - . ; �� �� � ��, � � � - , r - ,, , � �, , R:�, ���: F.� r• � � � � � � . � r � . - AND THE SW. //4 OF SEC . 2 , T. 5S . , R. B4W. , 6th . P. M. � � ; �P ,� a � : � 1 � � .w , . CERT/F/CATE OF THE COUNT Y CL ERK AND � , :� � nr, � ���. at tr�F Northwc �st _ ui n „ r r� f rn � :; � � �� tn�.� �; t �l� art �� r �� f , , , f . : , . , , F , _ RECORDER OF EA6LE COUNTY F �, �. t Q �,arte - � f r; � � � � �,r� �a , �Puaru hi ;; 5 Gn � iiti , p � � �� t� do w �: :: t �3r � � � ,• E � ; , EA6LE COUNTY , COLORADO Ps ineipai Meridi --� :i , C�� , � : ty crf Lat�, lr , ` ; [ . � t � � o � Col �,i �ad�� , he -inp. tt � ,-� 'fELll: i' � � '. �� ': OF RP.�': 7 ?�RJIfY, ; th �. nce : . c�uth H '� ' 1 � ' , E, " La > t ,, distaric � t� oY 1 "t11 . FA 1 - , �- c � GL t0 � r� GlTit U1 � ? } ! P P)�• •; t. 5; 7. � li � t , � : : PC � ilr, Il 3 � 1 }IeR�.' F ;initfi � -� " : f� � �� � ° � , ler . an �1 kEC :: t'��' t' S' F C3 �- le � . G� uar � , iol �^ a � o , �ereby accept this Plst � ` JAIL 'J l :_.���; 1:. , ;FiIF ".' i: t: �] TH FI :. ? NS . in mV re � crds ir; - t a ; � d d1S '. dI] ^ p '; � 13 �) � . S % � C: �rt IC iF�� • CeIILt' C' c.i ( l } iE! .` ; VUl11W'�^. �:. t � It1 , 1I ' �lE� t ' . :; ectic;fi '. , thenC• c �lort } � OU ' ' 0 : ' bd " West a dlstance uf ] .tl `.+ . 6i1 fc� et tc , d1 � •- � r • d e ow . ± r: r . �VUT` Y : �Wf' SY G � T�F� F: i !� � �. } 1P �,��� 7' i ��iR �38t QUd2' CE` t` O � i. }1 [d :, OUl �+ Wa� :; 1 !�' l1�1I �� 1. iY` ��� � ""tiI :: � L•�.'P 'riA :,' FILCD FOR RECOkL .q': M . ' e : tiOn � • t }��etice- :: ou ! l � H '1 " 4 / ' !' �' " i : a "; ! ,t � li � � t <� nr� r, c� f 4UOJ . ? `.� '. ,. � et .� l �� ni ' - �- ,: N '"! iE: DAY OF . A . D . ] 9 , t }�P EdSt - WESt CET; t: f� T' 1111IC r� { �, r? r: tl � il � .1 LO lfii' F,3 . ', 1 �; Ud1Lf' :' C (� t' IiE' 1 ' ( r � �- --__ _-- - � ecticr� 3 : thencc 1!cuth N9 '� :' �i ' 1 ? " : :,� r, t .� .7i � tdnr , . _ .' �� f. . ? �� ! �_ � i , i � � � �r Tn: CA ':' i. DRAWER RECF ; " . . � IJ ., . the F.dSt - WC: SC l'PI1TF? Y' j ; f: E. f; F ; �f.• f f ] � / 11 � j l (. HII�:' B : �hl1t � . � �' f �1 � :. t �� 1 ., 1 ' . , ___ __"_' distance of 258 . ] 7 feet ; t }«,• nce a distar, r. r, of ] 23 . `� '. f <� et ,� lonr : � � �-• . , � � - , �if a curvP tc, rPie ri � ht , r. ai �� cuivc• hr� ✓ i � . 1� i radi � : ° , <.if : 0 ± . 7 :' ; ,, ,. t , ,, PF. :� ; FCTiVE CUt+ C?�ANT ;; :, : . 4 : t ' ? `r : . . . ;? '; '- - ---- � � , �� , t, ., � �� �< � center dTIP1E G . 14 � 44 179 371 �j d Cfln7 �� � � F' �� TII�t' : O �li . � �{ r � � W( , 1 .y .. . - rP.r �. � � tat� � � of i �� :. . c � � E� �� ? ; *. r; er� � A �.� ., rr, .� �.� :� �, � s �. � �,e �. r .; � i � , tu � � �<� � : : � r � , � - APPROVAL OF THE VA /L PLANN/ NG COMM/SS/ON K fE' Et ; thence d dl :: '! di�'� F: t; � jO4 . $ i _ PaI. n10Ri', t� tft F17 ' t' ti ( d C �12 "JE' tn tfi � � �...R � ' l ' n•-� F- _ �- � 7"' 1Qfltp Sd1Gi CL7"JC 11dVi1 � �; d Pcttll + l _° � ) F .' Hf� . 1 �J fFtP_ t. � d ; ' i` llll'Ji ,ii. �' 1P �., f ' . . _ . . - . i '. � .�. . . ; .. � .:`1��. f . � . : . Iwa . . ,.. �. . , , . , . , . . � .. _ , � � . j � �e �l� 1 � - 39750 ' 13 " , and a chord tearir� r :; nutL 44 ' > S ; ' Oii " West c distance o : 191 . U ' . . ; e s �^.e is • .e : e ,� PP c ✓ ed . --�. I �. . rt �- � - - ✓ 1 � r • , r feet thence a di ° tencF� o . ? 01 . . 7 fcrF alcn � t . iea _ � n . a � � r•ve r � t � e � } � all t � n � a . • i � � � � � i i . f : � . , � . . . : �1 � . � .. _ s' � [. � -f L » F � � �r� ilt �v .97 � �4 ' � : 4 ' ll ! � �' � . 11t ' a! , . . : , • r f . � - ! � : � lf t � � l' � � � . . . . . . r. �4 � '! i ' 1 � : 111 . � ' , i .. � a 1i.. il ,`, f' � . . . : . • � I , . . r' ! ? � '- i ,�1U �. . �� . . - ,r . ' � i ,"i left , said curve r. �iving 3 radiu � � , f 1d4 . 21 eet , a crntr :a � aiif. � c, o � � "1 , . , � � < <� 4 �1 � � � '� d �iCj 3 C110T'd Z;C. dZ� ] fiK �� b �lLfl ' .�i � � �� r4 : �� 'WF� SL d ..11 > 1� 3i � ( � C'. n � � �31 . F: i � J. 17. I1 �', f L�i �' lr. C' ;- , : �. ". . ' ' . , : . f ' . . � . . I� tt ' � I � - . . . . . _ aT � ' :� ` _ � :� EPt ; thence �OUtYI 1 �'� 44 � i � ° �..E' f. ! u fj : ::�. tdL10E.• Gf � � �� . [. . � F, l' t' (' V C11t• �JGT ' ' rl � ( __ _ ' _ 6� f t : t' 1 t ' .. ; i - - . . t � , � � 1F � I� 3 : ! :{ � . I � � � . ,-.`.d � Il' �� � .i : i ' r' � Rlf,}! t - Of - 4idV 11. 7iE' pf :'id1C; i :iSP7SLdtf- IloflW9y Nc: . 7 �� � t }iBi10E d � 071�, adl. r: '•n101'd <jC+ � W] I ' f_ :1 dt ' � ' : i � . 1 ' 7 � � , i ! i ' � ! � c` l � r+ _ 'i '. � . . �. � 7t . . . :� � ir.. : . .. Nortli Ripht - of - Way : ine .-� n, the fvllr�wir, P eri rnurSF� � : ( i ) t� or * t� 6 ? �' "i3 ' Uti ' - - - - - - - - i � � 1 ' �: .� . . . . � �,; ��. (IY : 1 � � i�. lJect a distance o ` 246 . G � eet ; t2 ) Nc� rth i3 4i ' � 1 " 'west a distance o ` �' i � �" ` � • � CERT/F/CATE �F SURVEYOR u59 . 1 ; fee 't ; ( 3 ) Sr, uth SO ° cE• ' 4u " We ,: t a dist .ince o ! 157 . 22 feet ; ( 4 ) �o �� tli 43 ° 1 ] ' 03 " 'v:est a d : stance c� f 14f , '1 ] feet ; ( ` ) � di : � 3nce nf l5F• 7 . :� u f ,- _ ± � ATTL '� ': along the arc of a curve ro thF le `. t, sai �] c .: ! vc h3vi' n � .ia �edd � � s � f A7'Tf; C 'j` : !' ' - - - - - - -- - - - - , � ,� .- k _ - ----- I , 1Lh �!� _ � ��.- ' �r' , t - , J1�11 1`1 _€_ �'f1`_� 5913 . u7 feet a c ? r. tral ar: gle o7 16 ° 09 ' 14 " � nc: a ` U Sout ! F � tE r � . . . , � , . : � r � . , . , i . , i , , ,' , , > rer, is ? et � : , r „ r tr. f .. i �_ � , 81 ° 45 ' 29 " West a .iistar� ce of 1661 . ? � fee ? ; ( � ) Suuth 73 ° �+ �� ' , 2 " v�est a dc heret v c � � r ; a ' h.s ± the survey vf :' P1 L '. . , distance c� f 217 ; . 4 ? , ee ? ; ( 7 ) S � u ± 'i 6 ; ° ]. 4 ' ? ? " We , t s distance cf 7 � 9 . E1 - --- -_- - - - - - THiRTFENIFi ? iL � '; ' , was madF> un : es rtry su ,� rrvisi �� < < < � James R . E�artlett, , _ . . , , feet ; ( 8 ) a distar. ce o _ u2 ., . pf, . � et a1or. � th�� arc c� f s curv .� t � the ie'� ft , ar, d thar thi :; F ; at a � cu ^a * F: Iv �: P; ,c � t , e + 1ltt . � : . . , said curve having a radius of L� 430 . 1 fee : , a •� Fntra ; a . F, -ie cf � 4 � :' y ' G ; " subdivision e ` su � t: � ' ' '. � �= i , 1 ' , : : : . cor c � � r �� . c o c � ,_ :iTAT'E OF CbLOE./lD0 ) ana a � r�ora t. Earir, � so �, . �� � � � � � �� = t a ar51 ; r�� E � . 4 � � . . e � , APPROVAL OF PLAT AND ACCEPTANCE OF � ' ' The lr� t ccrn � - s an � ; , , � � . . : . ,: ( 9 ) South 54 ° 50 ' DS " LJest a : i .<: tan �. e cf ? i: 3 . 32 ` eet ; ( : li ) Sc• � t � 77 '�' a6 ' : ' � � pinned � nd nonum� nte l . - West a distance of 466 . 75 feet ; thence Il � rth 00 ° 02 ' ; 7 " ;vest i �' � star, ae COUN1'Y OF F.A�' Lt: ) DED/CAT/ONS BY TNE TOWN OF VA /L Dated this / S L 1 :i � ; . $Ep�f��p A , I'� . , " + '' of 1038 . Q9 feet to the Tr� e Point oF 8ep, innin�; , containiri � � 4932 � The foregoin ; instrument ti� a : acknowledge � bef .� r � r;ie t ! , is: - -- acres more or less . day ot , � . U . , 1972 , by F.obert hf . 1. , tt as �' ice Pre ;=i ;ieiit � , `' � , , � ", . '�'� ; Ir �. : . " -. /J / /J / � � . ,� t l� dyi �` . , 9 ' _ ij ' C ". � I .'lc . , , ri . � .� '. : t' � tfi '1 ' '. ! i ' . _ . 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E .-� � �oa� A e E p. - - � Sheet Number � � , \ / /` � ` / �i /� � � _ � ��-• � �- ✓ � �/ � t� P I� � ` �. . ,� �' i. �I � I �.. ��� E v '�/ '� iG �..� ,'"r[ �i . , / .a- " �✓ `" ° � ��_ _ ✓ \v�' J f ° _ ��� : .:"i . '� ' ��',.. � �iz �c � � Ex. �-r � rr - - - io '13 � ¢ F � 8K ' S 'r � 003 � R �v Ex � � T � -: �o �� :l' FrA a ..: t:� � 'ricr-1 �'< % " i�- F� �' riry T c - . � • � c - � . - . WILLIS �ahSiUtNG _ M8N +/2t e2 AUGUS7 77, t993 QENERALNOTES / � LLYE L4AQS 115EII J�! ➢E51fi�1 �. ' A ROOF n asr j- B TVPiGAI FLOOR t0 PSF �f \ C WINO ,/ � t BASIG WIND SPEED � 80 MPN ,/ 2 E%POSUflE C i � D EARTHOUAKE ZONE ' � � 2 FOl1N�ATIONS. _ A. THE ALLOWABLE SOII BEARING PRESSURF ASSUMFD IN OESIGN IS 2000 � THE CONTpACTOR SHALL RETAIN A UCENSED SOILS ENGINEER TO INSPFCi THE FOUNDATION EXCAVATION SOILS ENGINEER SHALL VERIFY IN WRITING - THE ACT UAI. SOILS CAPACITV IS EOUAI TO OR GREATER THAN ASSUME!] B. ALL FOOTINO fiFARING F�EVAT{ONS SHOWN AqE ASSUMED EXACT BEAHMG ELEVATIONS SHALL �E VERIFlED IN iF1E FIEL� WITH ACTl1AL CON�ITIONS �Y CON fRAC70R WI1H APPROVAI Of SOILS [NGINEEF AND ALL BOTTOM OE , f-0UTINGS SHALL BE A MINIMUM OF 48' AEI.OW FXTERIOR GRADE � I � � C ALL FOOTINOS ARE T09E PUCFD ON FlRM. UNDISTURBED. NATURAL 901L OR PROPERIY COMPACTED BACKFlLL. APPROVEP Bv iHE SOI�S ENGINEER 9ACKFILL SHALL BE COMPnCTED TO %N (MINIMUM) STANDARO PROCTOA / DEN5iTV UNLESS 0T11ERWISE HFCOMMENDED IN THE SOILS REPORT. IF SOF �� SPOTS AFE ENCOUNTERED FiEMOVE 901L AND i7ECOMPACT WIT1 APPqOVEO FILL (RE SOIL REPORT FOq DE9CAIPTION OF BFAHING $OIL ) , . / D DO NOT PtJ�CE BACKFILL AGAWST BASEMENT WALL3 UNTIL BASEMENT � � ROOR AND FIRST FLOOP AHE IN PI,�CE i � E CONTRACTOfl TO PROVIOE. AT NIS EXPEN3E, FIELD DENSI Iv TESTS ON / I lO COMPACTED FILL UNDER FOOTINOS AND INTERIOR SLABS•ON-GRADE. A MINIMUM OF 1 REPRESENTATIVE TESTS SHALI BE TAKEN FOR EACH FOOTING A�vO SLnH ON-GFADE � F NOTIFV SOILS ENOINEER WNEN EXCAVATION IS COMPLETED SO THA7 COND�� i � TIONS MAV BE IN3PECTED PRIOR TO PLACEMENT OF ANY FlLL F CON E � / 3 CONf.RF?F O � �/ A All CAST �IN �PIACE CONCRETE SHALL BE MADE WITH IYPE 1 PORTLANU / 1 CEMENT. STONE AOGREGATE AND SHALL DEVELOP 3000 PSI COMPRE5SIVF V / � ��t � SHAIL P OVIDE OWNFR �yCON E ERgNDICATING CO3SRE�UCTION�VAS�i HF �—�– w / � AT TIME OF BIO � \ � / B F OOi1N65 ANU WALLS SHAI 1 N07 HAVE JOINTS IN A HORIZONI Al I'IANf ANY S IOf' iN � � CONCRF iF WORK MU3T BE MAOF AT THIRD POINT OF SPAN WITN VLRTIGAL BUI KHFAD$ ` E �.{ pr —r��jr �,� � AND HORIZONTAL SHFAR KEYS UNLESS OTHERW�SF SHOWN ALL CONSTRl1CTION JOiN 5 � SHALI HF AS DETAILED OH AS REVIFWED BV THE ENpMEER � / " / � �� C. AlL CONCRETE WOfiN ANq HEINFORCEMENT DET�AiLING SNALL BE IN � �u �� � � �*�1 , �� w��� --� U � � � \ ACCORDANCEWITHACIBUILUINGCODE318d3 UNLFSSNOtEDOTNCRWISE � + � / T i J � - � , AI_L FXPOSED ED(3ES OP CONGNE IF WORK SHALL HAVE 1/21NCH CHAMfEP ( ' V � � �. ��i �,r�F� ` U3E STANUAFi� HOOKS ON DOWEIS UNLE3S OTHFRWISE NOiED. V (� ���((( T _ . z O j� f � . � _ / \ 4 REINFORC AA NT � / / � � � 0. \ / A. ALL REINFORCING 9HAll. BE M16HS?RENGTH DEFORMED AAR3 CONFURMING i U I 1 I / � � . F �! � � / A$TM GRADE 615, GRADE 60 EXCEPT TIFS, STIRRUPS AND PLAI�E ANCHORS WHiCi i W � ` $HALL BE DEFOFiMED BARS. ASTM DESIGNATION A615. GHADE 40 Q C i i� . � � ' � I� iTcHF'sf-1 / VA'Ti-! � � B REMFORCEMENI PHO7EC710N. � � 1 � I , t CONCRFTE POURED AOAINST EARTH :f�� .�,r �, d p � 'n .p� ri� ' � Q \ � � 2 CONCRETE POURED IN FORMS 1EXP09ED IO WEAIMEH OR EARTH� ?' rA C � � ' 3 SLAHS ANU WAl L3 (NOT EXP03ED �0 WFATHER) 4a' V � � � �Z�' � - ' W � �O C NO 9PLICE9 OF REINFORCEMENT SHAIL BE MADE @XCEPI AS DETAILED OR � � � ���� y AUTHORI2FD 9v THE STRUCTURAL ENGINEER- U1P SPUCES. NM1IERE PEHMI << EU, � � SNALI BE A MINIMUM OF 36 HAR DIAMET[RS UNLESS OTHERWISE NOTED. MAKG 5 / � ALl BAFS CONTINUOUS AROUND CONNFH$ � O ` / � �GONG �Z�P. IN ' i—IL�J ��/�! � � D PLACtTWONS (PPRB' THICKNE33) WITli7�OPqQlECTIONAROUNDALL OPENINGS IN CONCRFTE WALL3, $LA89 ANO BEAMS ALSO PROVIDE TWO � � � � RS X 4'��0 OIAG^NALIV AT EACH CORNER. � � ' � �� ,��ryM � �� F CONTINUOU9 TOP AND BOTTOM BAR31N WALLS AND BUM3 SHALL BE m O � / � �I SPLIGED AS FOLLOWS: TOP BAh79 AT MID3PAN, 80T70M BARS OVFR SUPPORTS J � � O� ��? �' � � , \ / �� �O � �� I � I ~ � F PROVIDF Al. l. ACCES30PoE3 NECESSANV TO SUPPORT REINFORCING Ai PUSi J � Y J 710N5 SHOWN ON THE PUWS AlL REINFORCEMENT f0 dE HELD SECURELY � �� � /'� IN PROPER POSITION IN ACCORDANCE WfRi ACI 318-77 � � � Fouw��-r� � � ou-�uNE � �. uN�i-r t� � � 1 c M c � -r y-rc�-a �o 1-��� 5 � � � N J � ' t �{' � �� SGP� ' �?� q qLL FHAMING AND TRU89 LUMBER 9MnLl BE UFV (H7UGLAS FIR, LARCH. � � � � - GFADFD eV WESTEHN WOOD PRODUCTS ASSUC�A�tIpN AND CONFORMING \�\ Y q� �� � � 9J �r.jQ'� � 70 UNIFORM BWLDING CODF AS FOLLOWS /� % Z � � � ��i �� 1�� C'J li �.f'��"✓ �'+� � _. e: 7THICK - 4' WIDE STUDtO = 800psi , Q / ��' � \\ � P �� ?� r� �-r- i ��� Y THICK 6' 8 WIUEH NO 2 fb - 1250 ps� . u N � •�•� � J ` - � ,� 3` TFItCK � 8' d WIDER NO- t Po = 1350 psi � �` \ ` ! � �"f� \\ NOT[D ALLOWABLE STRE35ES ARE MINIMUMS AND FOR NONREPETITIVF _ . ;� , � ,, � � / �� � � 119ES PRIOR TO ALLOWABIE STRESS INCREASFS �+.au r,,y �� a•� � ��tnaeus PC. �* ` A PROViDE � X a CROSS OqIDGING NOT OVER 8' ON CENTER FOR ALL WOOD �:'� q�y^ts Rese-:oa \ � � JOISTS AND 2JC 8011U BLOCKING 9FNVEEN JOISTS AT ALL SUPPORTS '•��.�s tlocument. antl the iaeas � j .- � , ( � `� FASTEN ALL WOOD MFM9ERS WITH COMMON NAII 5 ACCOADING TO Tf IE . ••; aemgns mco�poretaa ,� � � s� �,�v HTa � � ` � ' UBC SCHEDULE UNLESS OTHEfiWISE NOTFD seeu, as an �nsr�ment o� � �� � �� � 'c'e54�on�]I SBrv�Ce. i5 'h@ �Q �� C PLVWOOD UhCK AND/OR WAi'CRBOARD a�ooeny ci Gwatnmey'Pren / f f�t-11��� x �6 °Jil7�-�GE , � 1 PANEI THICKNFSS SHALL BE AS SIiOWN ON THE DRAWING APPIICATION �ch� ec 5 P C antl 5 not to \ SHAt I. BE IN ACCORDANCE WITH FFCOMMFNOATIJNS OF Tf{[ AM[RICAN ��r sec �n whaie cr �n per, � PLYWOODASSOCIA �tpN �. � a v ne� p�cec nenr. �_t � , ,. � 2 FACH PANEL SHAU 8[ IDENTIFIED WITH THE GFADE TAAO[MARK OF . � '':,•"� ' � �� �- � : :. >.� •; . : :. .r. ,..,...; „ ,; _ � �Ht AMERICAN PI VWDOD 4&SOCIATIpN ANd SHALI Mf_FT THF RFOUIRFMGNTC , - ., � ._ -.. - . . .. . � �� \ � OF U .S ?ROOUCTS STANDARD PSI. LATE5T EDITION �OR PLVW00[7 Au PANElS WHICH IUVE ANV EDGF OR SURFICE PERMANENTLY EXPOSEO r� . �'�-,� � THE WFATHER SHALL BE OF fHE EXiERIOF TVPE � FOH �L OCIRWC USF �/t' T8G STURh�6FI. C�N SHEA�HING NAILEO AT J" O C , � � A1 ONG PANEL EDGES AND AT 70' ALONG MTENMEDIAIE SUPPOR75 _ '\ 4 hOH N(X)F USE SR- �aW7.0 SPAN RATING) U(POSUHE I SHEAiNING NAU Fn � � ., � Date p � ��� O C Al ONG PANEI [DGES AND AT 12' ALONG INTERMEDUTE SUPPOH I S S EXTERIOR WALLS SHALL HAYE ONE LAVER OF �2" EXPOSURE I $HEAiHING ' �1 ., .. ± . ;' 1 �_, i � /j -' � - x H-'� NAILEO AT 6" O.0 AI.ONG PANFI . tpGES Revised: �� � F OIAPMHAGM SHEAT111NG SHALL BE T1iE THICKNESS SHONM ON PtANS � \ �� WITH TFiC FACF ORAIN PEHPFNDICULAR TO SUPPORTS WITH END JOINTS A � ��, p .� ' � O SiAGGLHED �� � 7 iNSiALL 3UITABI[ CDGF SUPPOfiT BY USE OF PLYCLIPS. TONGUE ANU `�. GROOVE PANFI S OH SOI ID WOOU AL OCKINO HF TWFEN 3UPPOF7TS �—� � �--��� � ' � �1, �\ D HHthABRICATED WOOD MFMAFRS SHAIL AE THE TVPE NOiED ON THt DHAWMGS AND SHAI. t HE "1�7US JO151" AS MANUFAGTUREO BV TRUS-JOIST COMPANV � . ,�- r A1 t FHNATES SHALL OE REVICWED BV TFiE ENGINEER WE8 BLOCKING ANO � O�j`� BHIDGING TO BE AS RFOUINPD AV THF JOIS7 MANUFACTUHER � E pROVNE BHiUGING PER MANUFAGTURER'S RECOMMENDATIONS UNLESS OTHERWISC NO1 Ep ON STRUCTURAL DRAWINGS, WO00 TFUSSES SHALL BE DESIGNEU 10 FUL�!�� � STRESS REOUIRFMFNIS AND�OH I.OADS NOiEO ON DRAWINOS. 9HOP DRAWINGS � � � $HALI INGUDFfAI.CWA (IONSANDBEARTHES7AMVOFAHEGISTEREDEN(iWLE �� �► 6 �+FNFNAI � \ ` \\ '��A � A FvG�Nh6H'S AGCCPTANCC MUST �E SECUREU FOR ALl STRUCTURAI SUAS 7 i � . i i I�; NS ,� �� B VEHIhY AL� OP_NINGS TIIROUGH ROORS. ROOF AND WALLS WITH MFCHANICAI Arvf�� EICCTRIGAi CONIRAGIORS. VERIFICATIONOFLOCATIONS SIZES, LINTEIS , AND � RFOUINED CONNECTIONS ARE GONTRACTOR'S COMPlE7F RFSPONSIHII. iIV C PHIOH IU INSTALLATION O� MECHANICAL AND FLFCTqICAL EpUIPMFNT OR OIHEF REMS TO AE AT7qCHF� TO iHt STRUC7URE, ENGINEER'S APPROVAL OF CONNEC7��;n.�. G� I T ANU SUP7pRTS SHAL� BE OATAINFp UNIFSS SPECIFICALLY UhIA1LEU ON `� 1 I � � � � � I I ARCI IITEGTURAI AND SiRUGiURAL DRAWINGS. RESPECTNE SUBCONTRACTOF � SHALL FURNISM ALL HANG[RS, CONNECTIONS, ETC REOUIRED FOR INSiALLATIOh �"!- - - - - - � - - - . _ _ _ _ . .- - - - - -- - . . . . . . . HiS � f FMS � � ° '%� !` � �- D PROVIOLASPHAUIGMASnGCOAiiN00Na�. � SrFELANOWOODEXPOSEDTCT� +C Sheet Number � LAi7TN �� ... Or �L 7 �J � G' v �c:� i: ��/A � � `✓ �� rt✓1G � '�i ' ri ��' ' - � �e � O� iJC.� i'"� ' -� ' ... 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An assumed 300f! p� E allc�wa�ile 6earing ' . �:I�fYIKONt�'NTAL COI�i1i ': 1. �3t1;; : No fi7. 1 materi. s .la �hall contain an froxen , P� ssut� hns been !� - erf f i �e ^� i.gn , dg reQVmmen�le , ] hy the Lincoln - - Y D�eYoz�e Te� ting � . � � r -. t „ Vai1 Village , Lo � N23 , dated M�v ]. � , , ,.: materia nor �he11 a�y 311 mat� r3als be put it� place upon swrfac�s IA76 . �--- - - �� �,� , �1 ��at can2ain Froaen materials . N�o Fi1�;l materia�ls shall be placed {� � � during IEXC@f3Sldp. ].� wet or rainy weai?+ et� when sueh eonditip:ns wouid g , S;RUS:TUk�AL 'aTiEL . �e , i �n , : at� ; •icatiwm , � erec� iac �shall euntor = : c ��� � � �-----.- _.� L' � p ret�enr pmper campactton af the raa2eri� 1 or endanger the �tructure . � e latesr P •�i aon 6f the An�eri � a:� InEti rute oi Stsel Cocrstrwr•r � , r, � - � !'� �1"'��/ � � rT ��rbr r�etinin6 wa3 � s or causs +�Ssiblp dis�.Iacement of t,�e ffll �uarerials . . ( A . I . S . C . ) " 5pecifiaati ��ns anci � '�; u,, � F � * �n -1.�. rd P , 3 _ , i ^ F �' , 1� F � ' A . S . T . M . A36 stael , A307 bolt � . —.-� 2 . C��N� RAL RF�IIIItEMEi�F`?'� FC1R FTLL MR'Ii �ZALfi : ��i11 n�atsTials sha]. 1 be � {da �ra�< 'e� sr� zas �agving`I3�' p'e`r�eh�?'xner�han 5 in . +�nd sha11. he free �0 . WA�OfI shall Le douglas f. ir - laf � ! . of vageta5 : e mat * er , tra� h ancf :� thbs daleteriotis siibstances . Exca - Joist : $ 2 E better t'b = 1250 � • ' v.Tied mareriaJ,s ma b� u6e�i : vr Daok - f' illin and � it�e ra�lin ro - � Psl ^ wxngle meutber use , 3' g B S P Studs : Stud g ^ade or liettec• , Fb = 80D psi - Sittgl8 meu�beL� �.< e . � via�ed that iY oor�fdrnes to t'tti� �q�s4rements of ° Qrad�d � oits " aDove . Posts : N1 gra�3e , t'G = 1 ?. 00 psi • 3 . E7Cl'ST � NG "1' Q'P SOTL : T��a � oil. shall consi. st of �ot more Yhan the to p�W �de bricigirtg Aetween joirat.s 31: $ ' -a " maxi.mum 6 ealid blacking p af all joist bearirtgs ., Rrovi ;ie d� r�ble joist under ail non -beafiing � � � n . o ex�et r�g �ateriaX capaLle of supporting plan't growtfi . ���ti. ti �n � . Deaign bnd constrWetiun sha11 be in accandane� NitM � , the " Na* ional pesign Specification .for 5tresa - Gr � , ;� i .�asnl�er and �t ' � � 4 . TQS' 3 �� � L 3TP,IPPTNG : [ n aTeas ta he oc¢�ugied by the Duildtng , drivee , pa� tenings� " . � 2rt9 pa in$ areas , and walks , strip topsoiJ to nat rnora then 4 in . depfifi � 31�d Ni �e T. t in a looation �o as nut to in#erfcre �rit.h the construc - 11 . Gi14�6w�til.NiA'�ED f�QU�t Sha11 be caA� instion No . 24 �: c - � �� � 7 p -: i , %' = 7 tion � r utilities . TD� 60i .L will be used exclusively fos Fina1 grading . �"'j�$�'�'�,rj'(� P, ��`'� n�ustrial grade . Wrsg for delirrer � •� c� a � . r �; rc � > t 4� ,�pe �- . � � Exces9ive topaail after fina l gra d iag s h a 1 1 be stoc kpi le d an t he si te Maintain wrappi�g inYRCt unti � building is " im tne . : ; " . • for u8e wtth tAe lar�sta�saping wor�k . � iY . 1.iVE LOADS USED TN HESICbAi : �oof : 5b psf ( $now ) - - i'�oor : v ,:r F.�, f �C� � . P�,ACI�t�i iQF BACKFII,L : DTon -sCructural beekfill shal.l be placed in , "� :1 ; pg ' �� �. � _ __� ap�rox�.mmte'�y—�in - thi �k Iaysrg and eom}�acted wzt� p»4u�tz4 Cafapcx. o � � � � �qt �� !I.�(� �+•y j9}I� diter a light�grinklin{ oP wauar . Puddlzng wi17. not be perani � ted . n . Z3 , plyivood wrakl shea#hing to be i /2 " C . 1� . ,plywood with �7�CeFiar g1,uP �y y�p Compac �ion shall be �CO 32 pKCOant of maximuw pm¢�.ar denstty . pp /0 identiPlcaG3on humber . Nsi1 witlt 8d nail,� � b "a . c . a�t pane3 � / �' �' � � � ed,ge � � .l "b . c . � interrwo � iar. � qrSd� . SvkbPl �x>r:iJ �g si,xl3 f�e 314 " r. , :. , fi . �GNC �.E'TE has been de ; i�n�d +snd shiall be conatructed in acec,rdanee �;� ; plyw ��� ' , . 5 G . witlt eztarfo , � � � N r'c� ns : h� �lthing t � be 1 / ? " C I` . � --� � a1��^.'�ie Am� rican Cancr�te Inatitute Building Code " A(:1 318 - 7i 'E plyw��, ,, ; ,- i- exteri �� r glue . �] � a .i � , r , r � : r>ccur st �atuds r,r franii . i� � � ACT. 3� 1 -72 " Specifications _°cir Struoturni C�rtcre #�e for Buiidirc�•s" . , ' me�F, � / D� lete Ser.tion 1 . 3 " Tnspecti4ns " of ACZ 918 - 71 . C,Qncrete sha11 ha�v � � a mi:r�llaum compressive Ur, reqgth in 28 day8 of 3D04 pei . 1M . k " , 6 " , � 10 " batt insul. ,itian ae called : or �n t,h¢ JrawingH shall b.: as m�nufactured by lchns -Manville , ti . S . O,ypsum vr ai�l it�prc+ veci equa ' . �, � • , lt�, IP! � ��Ti` t 'J �' sha11 be new billet steel A . S . T . H . Rb15 , grade V0 . Pro - m {y / v'-� T �Pr hars f�pr all horizontal re:inforcing . 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