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HavE �ua.� orz �.-r-� c��.crrr Atin sr�� e� �v�wEO � O_ U �`l I7 A T ( D �`I �' 1.._ A 1`L FDUI`IDATI01`I 1`IOT�S= L� P.+Y THE EhIC,.N�E2 OF 2EG02D. �: ��` Z. 'M.L.' /JDIGATEg MC20-LAM OEAMS. AS P1AIJl�AGTURED BY ��,q.� � ��_p� 1. DATUM ELEVATION 100'-O' EQUALS AGTUAL ELEVATION 78'y2'-6'. SANE �T���ATE.2 G�A�GITIES AS USTED N�T�F� STRUGT�AI. 2. [XXX'-X'] �JOIGATES TOP OF FOUN�ATtON WALL ELEVATIDN. W C�,E:P1ERAL r�JTES. � ❑ I�GATES GOLUNN �O� L�LESS �ATE� BY "l�P ONLY". �. �XXX'-X' �IGATES TOP OF FOOTN�G ELEVATiON. DATB: 4. GONT2AGTOR SHALL FOU�OW ALL REQlJ12EMENTS LI'STED N � 4. ■ r�caTES ca..urw� up �.� oowN ur�x..ess m �.QS or� �s ��T. 09/05/95 � GONCI2ETE WALL OfZ FOOTYJG BELOW. S, �T(�qGT02 SHALL PL.AGE (3)-�S VERTIGALLY FULL I�i�iT ION3 � in S. ( ) N�IGATES TOP OF OEAM ELEVATION. - OF WALL AT F�CaH SIDE OF ALL WALL S?'EPS HC,�IER THAN � � „ 4'-O' �J ADDITION TO WALL 2ENFaRGEN1ENT SHOI.JJ OT+�RI.JSE. Town of Val G. N�ICATES TOP OF STRUCT'IX�AL FLOOfZ SHEATWNG 10. �ICATES NTERl02 BEARBJG WALLS. FL�Of� JOIST r���' �� � � ELEVATION. � BEAR�hIG LOGATIONS SHAL.L 1..� lP WtTH STl�S OELOW. �� a t'AGOTED ST2UG'fll2AL�FILL TO TI�IEL T� OF F�ING �H , 7. � HFADEtZS SHP�►LL �E (3�ZXb t�t�ES�a NOTED OTHE2WISE. � 1.lNLESS NOTED OTNERWSE ON PLANS OR SHOt�MJ IN SEGTIONS. 11. EXTE2102 STlbs SHALL BE SPAGEO 2 --0' FOR WALLg s T , a� 8. �O L't�N's� �lL.L BE (��2XG N 2X� FRAI� WALLS AND SO�R 7WA�LL�a�SFi0�2T�E.R THTAN 4'-0' Ahb�H�RG'fF�IAN 140'-O'. ?� F-�L� ESI-EATHN�S SHOWJ A2E AT TOP OF SLP.B OR TOP �JF PL.�OC90 i C��--2X+4 IN 2X4 FRANE WALL.S. ' ` � V 9. �XT�210R WOO� GOL..UNN�.a �MALL BE G F20M FL002 ��- ALL BEAM/plEAM AND BEAM/GOLL�1 GOI�M�CTiONS '�HALL BE b. FOOTING ELEVATIDNS SHOI..N A2E MAXwI,�"IS AND MAY NEED 70 F�E t.�REO �. �1 � TO C� OR F1�002 'f'Q 200F. T2I`�"�R'S SHALL 6E ADDEt� P9AVE I�NTH r7�"P�aON STEEL PLATE GOPNECTORS L�ILESS NOTEO Dt.� TO SO� GONDITIONS. VERFY �:N/�.NC�a�S WTH STRUGTIMAL E:lJ�G1NEER- ' ri'S< ?� NO?EO GOL.LJNN�i SIZES AS REQU�D. OTHERWI�E. . ' , - , � ° , - , - � . - � ��� , Z -(Q � �� � r �� , - (3�2Xi0 (�)-2X10 � (3�2X10 � N � o N � � ' N COLUNNJ COLUN�.I � 6XG, � �X� � � GOLLJMN GOLUMN � � a > > 0 � (Z)-2X10 � � � � X x x x � � S�PSON Hl�J � 2X6 AT � �lQ � � HANGE2 � �n ��`"`}' .n 3 �n � la' �y 3 OPLY 0 � �3>-zx,� o� � (2)-9 1/2" M.L. : (�)-12" M.L. SINPSON HUC Q} , HANGE2 C4)-ZX� (S)-2X� (8}-2X� a0 C4)-2X6 (4)-2X� � � A GOLUMN COWf"�I COLUMN X C GOLUPMJ , ` PAGK C2�-2X12 ' � � � N N 4 � 12" TJI/2S DF AT 1'-4 � T/► - WITH 2X8 OUT2IGGER - OC � ^ � _ ir1 r.• _ � � J N � - � -18' M.L. � � � '1 � . � � ' � v O • � ' . v (� O � - , � b � � oc ; cz)-zx,a � � ; � - ; - - - - _ �, � J � T.��� � i : x � � � � � � Q AT 1'-O ' � � (�}-2X12 N � � � � ; l ` . . , ' � � � i � � ' W SN"PSON ITT (INVE2TED) d � ' ' � � > HANGER: TYPICAL . X . ' , � r � , � ALL JOISTS TWS Llt� � w - J�'�'I' 1Ji�2� , Q � N - � , � � �j M (2�2X12 J Ota_Y � � ' U a . � � (2�iZ" M.L. � . w �4)-ZX� W L�. - (2�2X12 H�N �R � � Z ON.,.Y � Q GOLUNW 12" TJV2� � C�NERTED) � '� � AT 1 -4 � (2�-12' M.L. � � J _ c� � � x v W (4}-2X� (4�-2X� �p �p X C4)-2XG . � � � w GOLUMN GOLUMN OI�,_Y OM.-Y , - GOLIJP'hl � Q �G�2X6 \ , LP C�)-12" M.L. C�� (�)-12" M.L. � OPL_Y � � - � NrP� HU �I � Cn�ve2T�) Z : lP l�' C4}-2X� lP (4�2X� (s)-12" M.L. O '� Ota_7 OhL�Y GOLUMN ON._Y GOI..tA"IN �, LP OI�1LY LNJE OF WALL ABOVE . �GE2 �G � � WOOD �fi� AMi1�l6 1`iOT�s= s ° co z�� � U�2-r�) � , � i. ALL WOOD F2AIWNG JOISTS SHALL BE TJVZ� �F TYPE JOISTS �' �-Y ' � AS MAI�I�AC?U2E� 8Y TRLira JOIST MacMILLAN. NG. ALTE2NATE'S SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEI..�D r� BY THE ENCN�ER OF REG020. r Z. 'M.L.' It�ICATE� MIG20-LAM BEAMS. AS MANLa=ACTIXtED BY TRIJS JOIST MecMLLAN. N�1G. ALTE2NATES SHALL HAVE TI-� � SAME 02 G12EATE2 CAPAGIT�S AS LISTED N THE ST2UGTL�F.L GEI�f2AL NOTES. SCALE : rn �. ❑ NJDtGATES GOLUN�! DOI..MJ UN._ESS INDIGATE� 8Y 'lP ONLY". 1/4" = 1 '-0" v MAIN 1_.. � V � l_.. � � AMINv �' � AN — 4. � NDIGATES COLUMN lP Ahl� DOb.k�l I�ESS IT 6EARS ON � GONG2ETE WALL 02 FOOTING DELOW. S. ( ) II�ICATES TOP OF 6EAM ELEVATION. ,/4N ,,� W G. INDIGATES TOP OF ST2UGTURAL PLOOR SHEATHING - � '� ELEVATION. 7. HEADE2S SHALL BE (3�2X8 L�L_ESS NOTEO OTHE2l..q5E. Z - 8� (��2X4� IN 2XH 4 F2AME3WAL S�I 2X� F2AME WALLS At� ,;:- TM�-� a,;.n W �."�' - --,.,s�. � � , � .�ppNALO�•,� � U�Ufi/95 � 9. EXTE210R WOOD COLUMNS SHALL 0E CONTPHJOIJS F20M FL002 O� •• � ai TO CE� Of2 FLp02 TO 200F. T2iMME12S SHALL 0E ADDED � � •• •�y�e�', RBVISIONS n TO NOTED GOLUP'MJ SIZES AS 2EQlJrLED. � Y � 10. �ICRTE`'a INTE2102 BEA2MJG WALLS. FL002 JOIST � = cy BEA2MiG LOGATIONS SHALL LNJE l�'' WITH STUDS OELOW. * 9 11. EXTE21� STL�S SHALL p!E SPAGE� 2'-0 F02 WALLS ' �' • '" ' ' � SH02TER THAN 10'-O". STU�S S��W.LL 0E SPAGE� 1'-4" �'•,q•.�.;s �Q`'�`` °�° FOK WALLS SHORTE2 THAN 14:-0 AI� FNGF�R THAN 10'-O. '•.,�`F •• ; ••'� ��• - Ah 13. ALL BEAM/BEAM AND BEAM/GOLL�iN GC7NPL=GTIONS SHALL BE � '���r� uu.v'� P . ' � MADE I..YTH SINPSON STEEL PLA"fE GOMIEGT012S l�lLESS NOTED ,,,, 0� CO`O,`,, _ _ �y ��. 3 - S2 � til0� ! - � � ���i�o��� �� � ' � � � � � � N � . � O N 3 _ 3 � _ s , . I s4 ; _ p t0 � � �2)-ZX12 AT?X4 � ' � , AT i --4" (4}-2X�o CS}-ZX�o � (8)-2X�o COWNN STI� (4�-2XG � (4}--2X<o J COLUNMJ. � GOLL�"1N � I PAGK �� Al•b GOLUf�'qJ GOLUMN � COLUNIN � - - • � � _ ���-12' ML. : - � , - - - � � (3)--12" M.L. , (2}-q 1/2' ML. ABO'VE (2)-2Xt2 ; ; � ; O � � ; ' 2X12 , (3}-2X$ BELOW AT 2'-O" � ' , ' ' � AT 2'-D , _ � , � down , � s ' ' ' N X ; (?�}-12" M.L. , � � C��-ZX12 \ F �!/� - �' i ' � ' �- N � I _ '� � ' ' � � X J ' \ � � �y ; , ; � � z � � r - ; • - � � � ' � \ v � )-ZXt2 AT � �4 ; i 0 XO ' � �,� - • � � ' ` a "" � � � ; , ; _ � (3}-12' M.L. ' , ! � ' , � - � � (2)-2XiZ � � � U ` AT 1'-4 ' , . � • � . 2X12 - � J � AT 2'-O ' � ' • , , , , , � � � � s ; I � , � — i � ' ' ��/-"�� M ' , , � � �� , i _ ���� �����Lr���f�- =��������� ��� N .` J ' � , ; i ' � � � — - - - ; ' i ' � , - - - - - - \ 1 , c � . , ' L � � l� ' 4 � 2 ' ' � ' � ' ! C�}-iZ' M_L. ' ' \, S4 � w - - � ' � � � I � ' � X � �I , Q ' - � � , , � � � � � � . � ; ! � � I - . ' � � , ' - - - - - - - -_ � � ' N ' � �, � � ; `�� � � \ � � ; � z ; � , , ; � , � , zX�z AT ; : � , v a ; � I Z�-O � ' � ; i _ � '� , i , � , i _ . � � ' w . X � � � � X � � ��������a�� ���a���� � � � , � � ' �I.� - ' i - � • � �� � ���-ZX�2 � , � , , � � ' ,i )(1 ' C4�-zX� ,� � � - - N '- ; GOL�LIMN J , ; � i N Q ' , ' � , G � - - G LUMN I �' � O � , , - - � ; , S � ..� N � � • � ' , � � � • � ry� � � ' � J � � - , " ' � , ' (2}9 1/2' M.L. � , V! (2}-2Xi2 ' ' � - � , , W � ' '(4�2X�o � i; ; , AT 1'-4 , ' . � t ^ , 'GOLLJr1N , ; � ' , � , . V x � ' � '' � - 3 p ' i I � ' � � , � � � � O � ����� � � \ � i � I � � � � ' ' � �� 1 1 I � � 1 � . � � Z , co Zu� � � � , ; — . � _1 �� � a O -° . s � . 00 � �' AM11� 6� 1� AN ° � fi� � � 1/4" = 1'-O SCALE : Z - ROO� �RAMII`I6 1`IOTES= i/4� = 1'-0� � - 1. 200F SHEATt�NG 6/8' (40/2A SPAN 2ATING). STAGGE2 PANEL EI� y ` JOINTS AND FASTEN I�JITH GLL� AI� tO�d NALS AT 6" MAXII`1JM ALL W E�GES ANO i2' MAXII"iJM OTHE2 SIPPOfZTS. Q Z. RE: A2CHITECT F02 ROOF SLOPES AhID BEA2ING HEIGHTS. � �. ALL M�A�ERS (3�2X8 t�t_ESS NOTED OTF�2WISE. Z 4. ALL GOLLJMNS SHALL BE Cs)-2X� 1�4._ESS OTHE21...��SE NOTED. W S. ALL HEAOE2S LONGER THAN 8'-0 SHALL 2EQUr2E 2 TRIM STU�S � AI� Z KING STUDS EAGH SIDE. O%05/8S � n - �o. ALL JOIST HANCaERS SIN?'SON U TYPE L�ILEZS NOTED OTHE2WISE. �es•���*�•iq, � P20VIDE SLOPED HANGE25 AT SLOPWG'a JOISTS. ��•• ONALD �. LL� � ��.• � �.....,Mp•.,� RTVISIONS Y p �� USE SINPSON PLAT�E GJOhM�IE�GTEOR�1�1L E�TNOTED OhT�NF_RWISE�J SHALL � '� • GISTERF� �y,po�, � DETA�S_ , ' • r • � - . J � ` � • p ti . � '�-� ' �, � : • • T pa .�yT o.• ��, i �'° �'�.,;� F C�LOF.;.`�� � U � ��� . _ •�............ 3 S3 _ �� ���.�.�-��.. � . � � - � ����� � � _ GENERAL NOTES � � � . 1nc�i.a�e�o.� �� �.E.s�.a: " � . A . ROOF - 80PSF D . N4 SPLICES OF REINFORCEYENT SHALL 8E NADE EXCEPT AS DETAIIED OR 6. DUPHRAGY SHEATHING SHALL BE TNE TNICKNESS SH4w N ON PLANS w ITH THE FACE Al1TNORI7�ED 8Y THE STRUCTURALEN6iNEER . UP SPLiCES . w NERE PERMiTTED . GRAtN FERPENDICULAR TO SUPPORTS �t ITH END JOINTS STAG6fRED . ' N 8 . TYPICALfL00R 40PSF SHALL BE A YINIYUY OF 36BAR DUYETERS UNLESS OTHERN► ISE NDtED . �IAKE 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCIIPS . TON6UE AND O N ALL BARS CONTINUOUS AROUND CORNERS . GROOVE PANELS OR SOLID N OOD BIOCKING BET� EEN SUPP4RTS . � C . � {ND E . PLACE Tw 0 #5 �PER S" THtCKNESS ) w ITH �'-0. PROJECTION AROUND ALL E . PREFABRICATED w OOD NEYBERS SHALL BE THE TYPE NOTED ON THE DRAw IN � S 1 . BASIC N IND SPEfD � � PH OPENINGS IN CONCRETE wALLS , SLABS � AND BEAMS . ALSO PROVIDE TN 0 AND SHALLBE 'BCI,IOIST " AS MANUFACTURED BY BOISE CASCADE CORPORATION . I 2. EXPOSURE B #5X 4'-0DIAGONALLY AT EACH CORNER . AtTERNATES SHALL 8E REVIEw ED BY TNE EN6INEER . w EB BLOCKING AND O � D . EARTHQUAKE ZONE t BRID6ING TO BE AS REQUIRED BY THE JOIST IIANUFACTURER . � F . CONTINUOUS TOP AND BOTTOM BARS IN w ALLS AND BEA �iS SHALL BE � 2, t40N �TRUCTIiRA � ELEYENTS : SPLICED AS FOLLOw S : TOP BARS AT YIDSPAN . BOTTOY BARS OVER SUPPORTS . G . PROVIDf BRIDGIN6 PER MANUfACTURERS RECON �IENDATIONS UNLESS OTHERN ISE - NOTED ON STRUCTURAL DRAw INGS . N OOD TRUSSES SHALL BE DESICNED TO FULFILL A . ELEYENTS SUCN AS NON �EARING PARTtTIONS � ETC . ATTACHED TO AND �bR SUPPORTED G . PROVIDE ALLACCESSORI� S MECESSARY TO SUPPORT REINFORCING AT POSI - STRESS REQUtREYENTS AND �bR LOADS NOTED ON DRA/ IM6S . SHOP DRA� INGS 8Y THE STRUCTURE SHALLTAKE iNTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL TIONS SHOMI N ON THE PLANS . All REINFORCEYENT TO BE HELO SECURELY SHALL INCLUDE CALCULATIONS AND BEAR THE STAYP OF A RE6ISTERED EN6INEER . O YOVEYENTS . IN PROPER POSITiON IN ACCORDANCE w ITN ACI 318a7. H . LAYINATED VENEER LUMBER YEYBERS SHALL HAVE THE FOLLOw ING STRESS � 3. F� IINDATIONS : 6. STRUCTURAL STEEL: CAPACITIES : Fb = 2600 PSI, E = 1 .800.000 PSI� F � = 750 PSI, Fr = 2d5 PSI. BUILT UP MEY BERS � A . ALLSZRUCTURALSTEELSHALLCONFORY TO ASTY SPECIFiCAT10NS A36EXCEPT SNALL Bf CONNECTEO IN ACCORDANCE _ � ITH MANUFACTURERS RECOMMENDATIONS . A . YAXIYUM SOtI DESIGN PRESSURE 20� PSf p �pE COLUMNS N HICH SNALL CONFORY TO ASTY A53AND TUBE COLUYNS TO GONTRACTOR SHALL HAVE TNf OPTION OF USIN6 31a. OR 51 �. N IDE YfYBfRS . B . CONTRACTOR TO FOlLO � ALL RECOYMENDATIONS IN SOILS REPORT N0 . 9519 ASTM A500. 6RADE B . LATEST EDITIONS . ANCHOR BOLTS SHALL BE A307 STEEL AND g; ��; BY LKP EN6INEERING � INC . DATED 8a6�A5. Y ISCELLANEOUS EHBEDDED ITEMS SHALL BE A36 STEEL. I� B . STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE A . ENG INEERS ACCEPTANCE YUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS . � C . ALL FOOTIN& BEARING ELEVATIONS SHON N ARE ASSUMED . EXACT BEARING w 1TH UTEST PROYiS10NS OF AISC 'l1ANt1Al OF STEEL CONSTRllCf10N " Tn � ELEVATIOMS SHALL BE VERIFIED IN THE FIELD N ITH ACTUAL CONDITIONS BY B . VERIFY ALL OPENINGS THROUGH FLOORS . ROOF AND W ALLS w ITH MECHANICAL AND CONTRACTOR N ITH APPROVALOF SOILS ENGINEER AND ALL BOTTOY OF C . UNLESS OTHER � ISE NOTED � USE STANDARD FRAYE BEAtI SHEAR CONNECTIONS - ELECTRICALCONTRACTORS . VERIFiCATION OF LOCATIONS . SIZES . LINTEIS . AND Vj �"' FOOTINGS SMALLBE A- YINIYUM OF 48" BELOw EXTERIOR GRADE . RE4UIRED CONNECTIONS ARE CONTRACTORS COYPLETE RESPONSIBILRY . - � � - w ITH STEEL BOLTS OR � ELDED EQUIYALENT . SELECT CONNECTION AT EACH _ D . ALl FOOTINGS ARE TO �E PLACED ON FIRY . UNDISTURBED . NATURAL SOIL SPLICE TO SUPPORT 60X THE TOTAI UNIFORM LOAD CAPACITY FOR EACH GIVEN C . PROVIOE All EMBEDDED REMS IN STRUCTURE AS NOTED ON ARCHITECTURAI, _ OR PROPERLY COYPACTED BACKFIIL� APPROVED BY THE SOILS EN6INEER . BEAY AND SPAN . MECHANICAL. ELECTRICAL. ANO STRUCTURAL ORAN IN6S . MISCfLLANEOUS O . BACKFILI SHALI BE COYPACTED TO 95X INIMUY STANDARD PROCtOR EMBEDDED ITEYS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEELSUPPl1ER DENSITY UNLESS OTHERM ISE RECOYNE DED IN T E SOILS REPORT . IF SOFT D . YINIYUY w ELDS TO BE AtSC AND�OR AM S BUT NOT LESS THAN 3/16" CONTINUOUS AMD INSTALLED BY CONCRETE CONTRACTOR . STEEL SHALL FULFIIIASTM A3a. � U SPOTS ARf ENCOUNTERED REMOVE SOIIAND RECOMPACT N ITH APPROVED FILLET UNLESS OTHERMI ISE NOTED . � � fill. (RE : SOiI REPORT FOR DESCRIPTION OF BEARING SOIL.) E . ALL w ELDERS SHALL HAVE EVIDENCE OF PASStN6 THE AYERICAN w ELDIN6 D . PROVIDE ASPHALTIC YASTlC � OATING ON ALL STEELAND w OOD EXPOSED TO THE SOCIETY STANDARD. QUALIFICATIONS TESTS AS DETAILED IN Aw S 01 .1 . EARTH . �{ � E . DO NOT PUCE BACKFILLA6AINST BASEYENT w AIIS UNTtI ALIAT � ACHED fl00RS w ARE IN PLACE . 7, NON -S_HRINK_ GR� E . SUBMiT SHOP AND ERECTION ORAw INGS TO EN6INEER FOR REYIEM OF ALL � ,�. STRUCTURAL STEEI. THE MANUFACTURING OR FABRICATION OF ANY tTEMS F . CENTER All FOOTIN6S UNDER wAllS � COLUMNS OR GRID LINES UNLESS O�THERN ISE PRIOR TO w RITTEN REVIEN OF SHOP DRAw IN6S w ill BE ENTIREIY AT THE RiSK ; NOTED ON PUNS . A . NON -SHRINK GROUT SHALL BE PROVIDED AS FOLLON S : OF THE CONTRACTOR . � G . CONTRACTOR TO PROVIDE , IIT NIS EXPENSE . FIELD DENSITY TESTS ON CONPACTED FILL 1 • BETw EEN STEELCOIUYN BASES AND FOOTIN6S . UNDER FOOTIN6S AND INTERIOR SUBS -0N � RADE . A YINIYUN OF ZREPRESENTATIVE g. � OOD : F � ON THEPARCHRECTUR! DRAN INGS AND AS IND C TED IN THE SPECIFICATIONS . � TESTS SHALL BE TAKEN FOR EACH FOOTIN6 AND SLAB -0N �6RADE . Q N . NOTIFY SOILS EN6INEER � NfN EXCAYATION IS COMPLETED SO THAT CONDI- A . All FRAMIN6 ANO TRUSS LUYBER SHALL Bf DRY DOU6lAS FIR . LARCN . CRADED @Y 6 . All DtYENSIONS OM STRUCTURAL DRAw INGS SHAIL 8E CHECKED AGAINST FiElO � M TIONS MAY BE INSPECTED PRIOR TD PLACEYENT OF ANY FILI OR CONCRETE . N ESTERN N OOD PRODUCTS ASSOCIATtON AND CONFORMIN6 T4 UNfFORN BUILDIN6 ARCHRECTURAL DRAw INGS . CODE AS FOLLOw S . 4. CON= R� � 2" THICK -4' w IDE STUD fb = 8� pai A . ALL CAST �N � UCE CONCRETE SHALL BE MAOE w ITH TYPE i PORTLANO 2" THICK -6" � � IDER N0 . 21b = 12SO pEi � w CEYENT , STONE A6GREGATE AND SHALL DEVELOP 3000PS1 COMPRESSIVE 3" THICK -6` � w IDER N0 . 1 Po = 1350 p:i STRENGTH IN 28 DAYS . NOTED ALLOw ABLE STRESSES ARE II INIY UYS AND FOR NONREPETITIVE USES PRIOR TO a. ALLON ABLE STRESS INCREASES . �,,,� Q B . THE YODULES OF ELASTICITY OF ALL CONCRETE SHALL EXCEED � c� •5 33 Yc B . PROYIDE t X 4CROSS BRID61N6 NOT OVf R 80N CENTER FOR ALL N OOD JOISTS AND 2X � (OR 57.00OfcNQRMALwE16HT CONCRETE � SOLID BLOCKIN6 BETw EEN JOISTS AT ALLSUPPORTS . FASTEN ALLMI OOD YEWBERS � �.I M ITH COMYON NAtLS ACCORDIN6 TO THE UBC SCHEDULE UNLESS OTHERM ISE NOTED . C . CONTRACTOR YAY POUR SLABS -0N � RADE CONTINUOUS AND TROw ELCUT d01NTS . m JOINTS SHAII BE SPACED 10 FEET AND CUT 1 ' DEEP X 1�8" w IDE w ITHIN C . LAYINATED BEAYS �ppEp Y�q-�p vl W 12HOURS AFTER POURIN6 . CARRY All SUB REINFORCEMENT THROU6H JOIMT . 1 . ALL UYlNATED YEMBERS SHAII BE FABRICATED OF DOUGLAS FIR LARCH AT 12 - P�.TE WT� 1/Z'� X Ia' PERCENT YOISTURE CONTENT �! ACCORDANCE N ITN w CL18 . ALL SIZES SHOw N ARE ANGHOR �OLTS AT 2'-0' � � D . SUBS TOPPIN6 . FOOTIN6S . BEAMS ANO M ALLS SHAII NOT HAYE JOINTS IN NET . C� A HOR �ZONTAL PLANE . ANY STOP IN CONCRETE w ORK YUST 8E YADE AT THIRD 2. LAYINATED YEYBER SHAIt 8E DETAiLED AND FABRICATED IN 11CCORDANCE � ITH THE EX1E210R � � POlNT OF SPAN N ITH VERTICAL BULKNEADS AND HORIZONTAI SHEAR KEYS STANDARO SPECIFICATIONS FOR TME DES16N ANO FABRICATION QF STRUCTURAL S�ATHIt�iG � UNLESS OTNERN ISE SHON N . All CONSTRUCTION JOINTS SHALL 8E AS DETAlLEO OR AS 6LUE UYINA�IED TIMBER . LATEST EDlTIQN AS PUBLISNEO 8Y AITC . � REYIEIM ED BY THE EN6INEER . 3. PROVIDE UNITS CONFORYlN6 TO AItC 117. 22FV8. D .F . FOR CONTINUOUS M"� YEMBERS AND CANTILEVERS AND 24FV3 FOR SIYPLE SUPPORT YEYBERS . Z E . ALICONCRETE MI ORK AND REINFORCEMENT DETAlLIN6 SHALL BE IN ACCORDANCE w ITH YEMBERS SHALLBE DESI6HED w ITN ZERO CAYBER w ITH TOP SURFACE (Z�� zx�o GoNr. �DCER O ACI BUILDIN6 CODE 318 UTEST EDlTION . UNLESS NOTED OTHERN ISE ALL EXPOSED CLEARLY STAMIPED ON EACH MEMBER . W/ 3/4"� x �" EXP�.t��ot� j ED6ES OF CONCRETE w ORK SHALL HAYE 1 /11NCH CHAYFER . USE STANDARD HOOKS � <+.NCHO25 AT t'-�' � � N DOw ELS UNLESS OTNERN ISE NOTED . D . PLYw OOD DECK AND �4R w AFERBOARO �o� �ST 1 . PANELTHICKNESS SHAII BE AS SHOw N ON THE DRAN ING . APPLICATION - _��� ��� • • � �, p�qN J� 5. t�IN�F,� RC Y N1 � SHALL BE IN ACCORDANCE N ITH RECOYYENDATIONS OF THE AMERICAM PLYw OOD ASSOCIATION . � W� e�ock� ' A . ALLREINFORCIN6 SHALLBE HIGN -�TRFN6TH DEFORMED BARS CONFORMING TO 2. EACH PANELSHALL BE IDENT {FIED N RH THE 6RADE -� RAOEMARK OF ' , � : ASTY GRADE 615, 6RADE 60 EXCEPT TIES . STIRRUPS AND PLATE ANCNORS N HICH THE AYERICAN PLYN ObD ASSOCUTION AND SHALL YEET THE REOUIREMEtlTS � (� SHAllBE DEfORMED BARS , ASTY DESI6NAT10N A615. GRAaE 40. Of U .S . PRODUCTS STANDARD PSI� LATEST EDRION FOR PLYw OOD . AII � O PANELS � HICH HAVE ANY ED6E OR SURFACE PERYANENTLY EXPOSED TO • 8 . N ELDED � IRE FABRIC SNALL CONFORM TO ASTY A185AND SHALL BE UPPED THE w EATHER SMAIt BE OF THE EXTERIOR TYPE . � � � e�- ONE FUIL YESH AT SIDE AND END SPLICES AND � IRED TOGETHER . 3. FOR Fl00RIN6 USE 3/R" Ta6 STURD -�f' 100R SNEATHING NAiIED AT 4" O .C . � ALON6 PANELEDGES AND AT 10' AIONG p�ITERMEDIAIE SUPPORTS . : • � �„�,�N .ra, ��.� C . REINFORCEYENT PROTECTION : 4. FOR ROOF USE 5�8' (40�QOSPAN RATIN6 ) EXPOSURE I SNEATHING NAILED AT 4" � �z�f� �.N� SCALE : � 1 . CONCRETE POURED A6AINST EARTN 3' O .C . ALON6 PANEL EDGES AND AT 12" ALONC lNTERMEDIATE SUPPORTS . � 2. CbNCRETE POURED IN FORYS (EXPOSED TO M EATHER OR EARTH ) _ 2" S. EXTERIOR M ALLS SHALL HAYE ONE IAYER OF 1 �Q" EXPOSURE i SHEATHING F # v�T��`L , ' - 3/4" = 1 '-0" � 3. COLUYNS AND 8EA S (T IE BARS ) 1 � �1" NAILED AT 4' O .C . AlON6 PANEL EDGES . � AT 2 -O x� -� 4. SLABS AND N ALIS �IOT EXPOSED TO � EATHER } 3/1 4 � t /� ,d, 2E: PLAN 2�EAP�"N `" V I . , �.�O.�FOOTNG Gr TYP�,' L� Q � Z. , ., . , . . . . - W - b � � � - .. . � - � . �. - - . . . . _ � (33-�s (cotirrJ DATB: � � � 2E: PLAN �,, ,,. 9 - 05 - 9 � � - - : � �...•••••�•.,. KSVISIONS r► �� • pONALp ti..,� Y p . 5 � GT101�I � :,,. ...fooy,,,,, � _ : : �: � � '�/�'" - i'-D = : � . � = ti ._ � � � � � ap �%�j� ��.s �c,.' J,;� � , -.qTF ••::.;••��q.- D S 1 � �i o '���''�� �i�v►'`'��• �o� � � � � ����� � A 2X RPPED TREATED EXTE2102 FL002 JOfST QE: F,LAN p2NEWAY 3'—O PLATE WTH 1/2'eP X 10' SHEATHN�IG RE: PLAN ANCHOR BOL..TS AT 2'—O' �'S AT 2'—O X � 4' SLAB—ON—C�.2ADE PL.002 JOIST " N � �: �-P`N RE: PLAN WITH SINPSON � TOP FLANGE HANGER � � � � � .� � — � � 2X8 TREATED PLA'f� WTF� 1/2' a0 � • - ' . � N � _ m X to' nNC►+oR �TS AT 2' ' ii IlI III� I — � N IIII - • cz)-�s coN-riNUOUS - Q! =111 ' - III C2)-� i� AT 2'-O i � . . _�� ' � A 1/2" ISOLATION JOINT � L.1E0 DLOCKING NOTE: AT SIMILA2 SEGTION � AT 2'--O WATE2P200FWG (Z)_� FOOTINfa SHALL HAVE (1�st5 . H021ZONTAL 2E: ARGH. • ' � X GONTM�JOUS PE2 FOOT � VE2TICAL ZX4 KEYWAY �S AT 2'-O OF FOOTpJG WIDTH. MM� � AT MID-HEIGHT � . H021ZONTAL ' � � VE2TIGAL �S AT 2'-O X � � AT 2'-O X , RE: PLAN � . 2E: PLAN 6AGKFILL LEGS � AT 2'-0 X Y 2E= PLAN » � ALTE2NATE Q 2E: PLAN BAGKFLL `- �.�OOTING <° `' S�ES (II III= RE= PLAN � � _ � �" �' • � . , C-r.�o. �OO-rq•�� . III Ilil �? . . � ` _ . - � • - . . NII _ — IIN �z�s coi•trir•t.�ous . . . III IIN � � Cz3--�s Ccoi.tru•iuous) _Iil IIII � � ' RE: PL.AN � � . . . ��.) ' �E: �.N S � G TIO1`I 1 � .– . - �: PLAN s � � T � o N �' �/4° = 1'-O � � EXTE2102 STUD WAI..i_ � � G T i o � � . �/4" � ��_p X fzPPED TREATED 2X GONTI�UOUS I,JTH 1/2' � WtTH Sl�ATH�IG O • �,� w�na �irm x � x �o• AhIGH02 �,- � 3/4' � 1'-O �� �TS AT 2'-O' AT 2'-O 4" SLAO-ON-G2ADE C2Y� GONTNJUOU �J► �H W.WF. RE= PLAN � FLOOR SHEATHING EXTE2102 2E: PLAN � EXTER102 STUD SHEATHING _ WALL WITH Sl�ATHNJG QE: PLAN -� > _ J — _��� � � � �_� � .� � ' � � , (2}-� � DOL�(..E 2N`�i — - =��� � _ ' ���� � N � .i0157 _ f' ZX TaP PLATE — � (GOt�fIhUOLJS) WITH = III � � . WE8 OLOGKING � 1/2" ISOL�ATION � 1�2'm AP{CH02 BOL..TS - JOINT AT 2'-O" �III - . . S�PSON -TOP � Q C2�� ' FLANGE HANGE2 � � F � — � AT 2'-O' � � AT Z'-O � AT 2'-O . In) NOTE: AT �ILA2 SEGTION _ ' � AT MID-HEtGHT � #ORIF�O�AL H02fZONTAL ' V X GT� ���PE2 FOOT� T `r� � � AT 2'-O XY � AT 2.'-O 2X4 KEYWAY w OF FOOT I N G W I D TH. � -� �S AT 2'-O" X • � (TYPICAL) Y � RE: PL.AN BAGKFILL �R TIG A L IIII � � � BAGKFILL `� '� 2E' PLAN — RE= PLAN �O� � 2E: PLAN (T.O. FOOTINC . � ma��m � O (T.O. FOOTN�IG `Or • • M�) 1111111 � �o••ppNALD ����i�� O M�h1lJM) ' — . e • C2)-�S .`���R .•isrER o�9�,poFS � �.I . � . ti . . �O ���� b ' _ � � � � � •' � ., � _ • ' � �S AT 2'-O � ����� - � � v� W ' � • 2 X 4 KEYWAY � � • �c��_,p� (Gp�,��-.� � L-EGS ALTERNATE SI�ES i • �� + tA . / ` / T� r ��� 1� /� � 4/ �/'��� • • • lZ/`� \G�N 1 IIM.J�/1,.TJ� �Z P�,.AN + �r � � � � � O 1 , f�� ',�� •� � • • � ` .�,��� 6��Q � Q � L •.,� F p`UQ;`` , � .� f2E= PLAN 3/4' s �'-Q ���unu �v►� � S � G TIO1`I 5 wo� �� ,�.Exr��. s-� � cn � � G T I O 1`I � ��N �.� �T� a �/4' = 1'-O 3/4' � 1'-0 AT 3� T�S 2X TREATED � � TOP PLATE � FLOOR SNE.ATHING pEP.RWG WALL RE: PLAN AANTC'�BOl.TS ,J FLOOlZ JOISTS EXTEft102 STUD FLOOIZ JOISTS �' P�N ; WALL WITH SHEATHING FL.00R � BLOGKING AS SHEATFiING � j Q ' . � �(1 ' �� A�s ' - _ IIII b °III T� A� O ,� - . GuP AT EvERY �► = I • IIII -� ^III � r SEGOhb JOIST . ZX TOP PLATE %2�TA GO� 80LTS C2}-� CCONTN�IJOUS) . ' - . ��1� . � . , � AT AT 2 -O' _ ' � . � . 2 -d' SCA� : V , _ _��� �S AT 2'-O" WE8 STIFFENE2 ' . , _ . . I. $/4" = 1�-0" VE2TIGAL • � � ' � � � A? �` PE2 MANL�AGTtJ2E2S ■ • , . MID—HEIGHT � MATGH VE2TIGAL � ° 2EQLJ�EI�NTS � SIOE OI•l�Y) 02 . - - • � ' - � � - 2E�02CEP'�NT X �- ��1°SON METAL ST2AP � . ' • . '. � � • • , TYPF A W • � AT Ni�—HEIGHT � � ' - • �5 AT �9 0 2 X 4 KEYWAY � GORI�R OF • • . � • . � � � • . � � - ^. CONPAGTEO G2AI�.IL..SPACE 2Xro CONT�JOIJS 2'—O" X _l 2E= PLRN BACK.FILL TRF�.ATED -- WITH ��WP.LL ��OTLE ' . � � . � _ � - .. � � q' Z t/Z � X 6" ANGH02 W BOLTS AT 4'-0 � , • - . • ' . � KEYWAY . _ ' • � � ' . ' . . I - ee t..n� oF zx4 ' " ' � o� DATE: � �t ��• REI�ORGED . . .. - . , • . . 1 • DEYON� 9- 05 -9 � � ' . ' . . ' . O ' � ' _ GONG2ETE — -- — — . — — , -- — — -- — - — — , , b � � • , _ ' • ' . . IIII - t��r.rr.) . _� t • � -' RSVI3IONS . . � . . Y ., � . • . � . = Q - � . , - • . . � � . - cs�-� cco�rra = _ • - - � ' =111 1111 - . - � . . (a�'*� 2E: I'LAN • • I . � RE: PLAN � � S � IO1`I '- - ..�, � AT t'� — �: �� . a = NOTE= AT SINalA2 SEGTION r � eA "'� , T ) � 3/4' a 1'-O MS X GOt�TINJOLJS � � G O � ON TOPJOF WA��R� .� �+� 3/4 � i -O (t BA2 PER FOOT OF FOOTM�IC W�T T I � (�E= SEG'fiON BJSF�ET DS2) D � Z 3 � N• 3 4• = 1,- o� N11N�IlJN1) � � '� � �� � EXTER102 STUD WALL � , WITH SHEATHING EXTE12lOR � WE0 ST�FENE2 g���� gTIJD WALL N FL002 JOIST 2X OEGKNG O N RE: PLAN FL002 JOI'ST SINPSON U QE= PLAN WITH � FLOOR SHEATHNJG HANGEfZ SF�.ATHING � � �A 1 ` �°. � :;, � • j � �, �� i le ,. . � 'I � �� � '' \ �' ' . O � 1 � BLOCKWG R�M DEAM 3� ' Q� 2E: PLAN M.L. BEAM EX'fERl02 STI� WAL.L M1C20-LAM OEAM 2E: PLAN WtTH SHEATHING f�'E: Pt�AN SMM AS �� �T WEd STIFFENER 2EQLJIfZED HANG,ER �. h S/8" STEEL PLA?E EXTE2102 STUD EXTE2102 �a ♦ STL� WALL � �`���R GOM��T02 WlTH I�JALL WITH SHEATHq�IG JpIST 2Es PLAN � A1 b C2}-S/4"� TM2U-BOLTS . � r NAL At� GL.I� _ TO I,JEE'� .G. C2 ROWS) � (SEE BELOW) - 2X DEGKMG � � �/ � I � � � � GTIO �1 � FL002 JOISTS �/4� � 1'-O �/4° = 1'-O O • 2E: PLAN WITH . SIIrPSON ITT HANGE2 EXTE2102 WALL � ?O 20�OF BEAM WITH SHEAT�IG EXTERI02 S1"LX� WALL BE'F6.��IJ KN� STIbS � V FL..002 SHEATHING RE RPLAN M BEAM SL7E �O�F �LAM BEAM I ;� �� Slt"PSON AG�I 2X GIUN � � ;r ;r, AN I..ATH OE �' � �. � ,;� �� (�4�"m X S" LAG RE= PLAN A Q � �� � � � 1�4,■ X 4' X 1'-6" i�� � FLOOR JOIST STEEL KNFE PLATE � � � RE: PLAN WITH (4�S/4' � � TH2U-80L_?S 2�E--GPLAN ST SHEA�HING �: PLAN w MIGRO-LAM BEAM _ � M RE: PLAN WITH � SINPSON MIT HANC'�ER ! ` 4" 4" MIGRO-t.AM 13EAM � ' v ,4. R�E-Y�N � w Q. �~ � 2E PLAN �AM - O � � 4M � 1oi 1 I � O � o �so►� Huc i o I cZ}--3/4" � -J � � � �' HANGE2 x � _ � TH2U-BOLTS A � . W o c-iu-i..Ar� coux� � \ '4'� Z� A�L1..T L.�LDS FL�L 2E: PLAN �■� � � � PEh�T2ATION � � GLU-LAM BEAM �A � .J � � T ( O � � GANT�.EVER 3/4' = 1'-0 � � GLU-LAM P�EAM Z '�/4" = 1'--O (GANTILEVER) �����n �nr�►�� �: �.N � � � I o N 2 .. � � NAIp MG��,' o � c • Fo•y�o., ... � '.S/4' = 1'-O , � �• . c2)-2xCo ICING s,1.l�s = : = -J � WITH (3}-�/4"m X 8" ' LAG--BOLTS �, • - O (SIM. SECTION Z/S2) % �' • `� • • : �: .�:p : , . WALL " ,�'�.�F' :: •••�P.�•��, � . SHEATHING EXTE2102 STUD ������� �C��►►U�`��� O WALL WITH 2X FL002 JOIST r CO2NE2 GOLUI"IN � � /' T I O �I � RE: PLAN f2E: I'LAN `/ 2X �EGKING _ 3/4' _+ 1'--O S� T�HN�1G 'S�'`L,�' : � ��r = � �-� � I,� Y / ',' W � ;' TYPE A Q � ,. Z W '` DATE: V� � 2E:GPLAN� WITH 9 - OS -9 � g► - S�IPSON U HANGER STW WALL � n �nsioxs Y � . � � . p� _ � .. _ y_ . S � GTIDI`I � _ �p - . ��4� _ ��� D � 3 � �3.^; �'.�i�.�.�.�.,,�,�.... _ �o< � ROOF JOISTS JOISTS� ��� � � � 2E= PLAN WITH 2E: PLAN WOOD BEAM 2E: PLAN BOTH R/�FTEQ�S ' ROOF SNEATHING SHEATNM�IG . � � - N O�E� H�ANGEQ (INVERTED) O N BLOGKING � . _ � � � � 0 � - 3 �— � RAKE FASGIA DOU6L_E 2X ' ` I 2E= PLAN TOP PLATE � I . ( . BLOCKING ROOF 200F JOISTS . SHEATHING 2E: PLAN Q _ Sq�PSON U HANGEf�S . � MIGRO—LAM BEAM EXTE2tOR STEM .� O� 2E: PL.AN WALL I.JITH SHEATHBJG '�t . MIG20—LAM 21DGE 6EAM � - 2E= PLAN , A SM'SON LSSU ' - �s l HANG� �TYPIGAL) 2E: PLAN M OEAM � 200F JOISTS (2)—ICqJG STUD9 PLYWOOD SI-�1 2E: PLAN EAGH SIDE EAGN S�7E r _ � - OF GOL�tJP'kd � � J � GTIV � C7 � � GTIOI � � S�GTI01`I A-A S/4" = 1'-0 3/4' = 1'--O O � 0! ' V y • 200F SHEAT 2ooF RooF .�srs � ,,,� S1�ATHq�iG 2E: PLAN NOTE= 200F JOISTS - FASGIA AT SIMILA(Z SEGTION, � RE: PLAN � 2E: A2CH. OP� SpE� OhLY � � � � BLOCKING 3 � � � , � w �Y �� � � � � B2A�0� � ' � - , � V , , - , � , . � ' � (1 ( 1"'� w i ' " a 8 I �■/ a FA�IA ' " � ' II I �E: A2GH. � � o . , , .�-- �� � MIG20-LAM WNDOW ; � II 1 O . ��N �I I � ' , � � - J � r-t�2 �.s 2EQUrzEV �� � - � ` EXTE2t02 STI� WRLL � EXTE2102 STI� WALL �I ; / WITH SHEATHING '� GLU-LAM BEAM ' I.JTH SFEATi�iNCa BEYOI� �� � - RE: PLAN rWA . tl V t Tl�U-�BOL�TS ^ y 0 GLU-LAM �A M �� c���� � U"�P•1N ROOF) �: �`N � 5 � G � p � �: P�.N S � G 101`I `-� � . T 4 T 1 z 3/4' - 1'-O 3/4' � 1'-O Q BRDSMOUTH SEAT ,,,.. GUT (t70 NOT OVERGUT _ OLOGKING W JOISTS) J SHEATNING O - � • 12 �f R�OF JOIST 2E: PLAN ���`�nn���i� � O ���s.r 5 � � v► ,���.�• pONALp M•o��, � r �� BLOGK�IG :� eRFO o��: • c�`s : . � � - • - Cy - S�AL� : _ � ' � ' ' �4" = i'-0" � � . � = � N. >' ' O �/� _ � �• ,'����T�� N� ��•0 �,`'. � F �� �Q' �+ {/ / "' �-° �J W . . _ . �'++�������►►��'' - � 1'YPE A _ , ,;;,:;� 0 20EA�AN��M BEAM �P� 64.AM � �.scua - W RE: A2GH. 01QDSMOUTH SEAT �. SN��PSON If� GLP N�JO�IS S�T OVEKCUT � FASGIA 9DOS� 9 � EAGH JOIST �= AR�• wrrH �.-r� SIONS o - EXTE2102 STUD WALL EXTF.RI02 9TUD WALL 1 WITH SNEATHMJG Y a WITH BEVE ED PL.RTE , NOTE: `� AT SINpLAR SEGTIl�I, � J EXTE2102 STUD WALL � IS ftEPL�.GED bY ` WINDOW/[�OOR t�AOER �p � � . _ y_ . � � � TioN 5 � � � T � oN 2 � �p ?S/4" = 1'-D 3/4" = i'-O D S 4 � a�= � - � a< � , GENERAL NOTES � . , . u�c� �s. u�a� OESIGN : A . ROOF 80 PSF D . NO SPLICES OF REINFORCEYENT SHALL BE YADE EXCEPT AS DEtAILED OR 6. DIAPHRAGY SHEATHING SNALL BE THE THICKNESS SHOW N ON PLANS W ITH THE FACE � AUTHORIZED BY THE STRUCTURAL ENGINEER . UP SPLICES � N HERE PERYITTED � GRAIN PERPENDICULAR TO SUPPORTS W ITH END JOINTS STAGGERED . N B . TYPICAL FLOOR 40PSF SHALL BE A MINIMUAI OF 368AR DIAYETERS UNLESS OTHERW ISE NOTED . �IAKE 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS , TONGUE ANO O N ALL BARS CONTINUOUS AROUND CORNERS . GROOVE PANELS OR SOLID � OOD BIOC KING BETW EEN SUPPQRTS . • � C . w IND E . PLACE TMf 0 #5 (PER 8" THICKNESS ) w ITH 2'-0. PROJECTION AROUND ALL E . PREFABRICATED MI OOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAMI INGS 1 . BASIC w IND SPEED 801� PH OPENINGS IN CONCRETE wALLS � SLABS � AND BEAIIS . ALSO PROVIDE TN 0 AND SHALL BE '� CI�d01ST " AS YANUFACTURED BY BOISE CASCADE CORPORATION . I 2. EXPOSURE B (,� #5 X 4'-0 DIAGONALtY AT EACH CORNER . ALTERNATES SHALL BE REVIEw ED BY THE ENGlNEER . W EB BLOCKING AND p D . EARTHQUAKE ZONE 1 BRIDGING TO BE AS RE � UIRED BY THE JOIST �IANUFACTURER . (� F . CONTINUOUS TOP AND BOTTOMI BARS IN W ALLS AND BEAYS SHALL BE .� 2, bON �TRIlCTURAL E �LEYENTS : SPLICED AS FOLLOW S : TOP BARS AT YIOSPAN . BOTTOY BARS OVER SUPPORTS . G . PROVIDE BRIDGING PER YANUFACTURERS RECOMYENDATIONS UNLESS OTHER � ISE NOTED ON STRUCTURAL DRAW INGS � N► OOD TRIfSSES SHAtI BE DESIGNED TO FULFILL A . ELEYENTS SUCH AS NON � EARING PARTITIONS , ETC . ATTACHED TO AND �OR SUPPORTED G . PROYIDE ALLACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSI - STRESS REQUIREYENTS AND �OR LOADS NOTED ON DRAw INGS . SHOP DRAN INGS BY THE STRUCTURE SHALLTAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL TIONS SNO � N ON THE PLANS . ALL REINFORCEIIENT TO BE HELD SECURELY SHALL INCLUDE CALCULATIONS AND BEAR THE STA �IP OF A REGISTERED ENGINEER . YOVEYENTS . IN PROPER POSITION IN ACCORDANCE W ITH AC1318a7. � H . LAYINATED YfNEER LUYBER NEMBERS SHAII HAVE THE FOlLO �I iNG STRfSS � 3. FO UN � ATIQNS : 8. � TRUCTURAL STEEL: CAPACITIES : Fb = 2600 PSI� E = 1 �800�000 PSi . F � = 750 P51� Fy = 285 PSI. BUILT UP YEYBERS � A . ALl STRUCTURAL STEEL SHAII CONFORY TO ASTM SPECIFICATIONS A36 EXCEPT SHALL BE CONNECTED IN ACCORDANCE W ITH �IANUFACTURERS RECOMMENDATIONS . A . YAXII� UY SOIlOESIGN PRESSURE 2000 PSF plpE COLU �INS w HICH SHALL CONfORY TO ASTY A53AND TUBE COLUYNS TO CONTRACTOR SNALL HAYE THE OPTION OF USING 31 /1. OR 51A. IN IDE MIEYBERS . B . CONTRACTOR TO FOLLOW ALL RECOY �IENDATIONS IN SOILS REPORT N0 . 9519 ASTY A500� G RADE B , LATEST EOITIONS . ANCHOR BOLTS SHALL BE A3Q7 STEEL AND g, �L BY LKP ENGINEERING , INC . DATED 6/16/95. YISCELLANEOUS EYBEDDED ITEYS SHALLBE A36STEEL. I� B . STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE � � ENGINEERS ACCEP� ANCE MUST BE SECURED FOR ALL STRUCTURALSUBS? 1? UTIONS . � C . ALL FOOTING BEARING ELEVATIONS SHOW N ARE ASSUM ED . EXACT BEARING Nt ITH LATEST PROVtSIONS OF AISC "IIANUAL OF STEEL CONSTRUCTION ." 8 . VERIFY ALL OPENINGS THROUGH FLOORS , ROOF AN � w ALLS W ITH YECHANICALAND � ELEVATIONS SHALL BE VERIFIED IN THE FIELD N ITH ACTUAL CONDITIONS BY CONTRACTOR W ITH APPROVAL OF SOILS ENGINEER AND ALL BOTT01� OF C . UNLESS QTHERMI ISE NOTED , USE STANDARD FRAYE BEA1� SHEAR CONNECTIONS ELECTRICAL CONTRACTORS . VERIFICATION OF LOCATIONS . SIZES . LINTELS . AND � FOOTINGS SHALL BE A YIINIYIUI� OF 46" BEION EXSERfOR GRADE . REQUIRED CONNECTIONS ARE CONTRACT4R5 COIIPIETE RESPONSlBILITY . � � -- IN ITN STEEL BOLTS OR w ELDED EQUIVALENT . SELECT CONNECTION AT EACH D . ALL FOOTINGS ARE TO BE PLACED ON FIRY � UNDISTURBED , NATURAL SOIL SPLICE TO SUPPORT 60X THE TOTAL UNIFOR �I LOAD CAPACITY FOR EACH GIVEN C . PROVIDE All EYBEDDED ITEYS IN STRUCTURE AS NOTED ON ARCHITECTURAL. OR PROPERLY COYPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER . BEAM AND SPAN . �IECHANICAL, ELECTRICAL, AND STRUCTURALDRAwINGS . YISCELLANEOUS O . DENS TIYLUN ESS 0 HERW ISE RECOYNENDED�IN �TNE�SOLS REPORT IF SOFT D . YINIYUY W ELDS TO 8E AISC AND �OR Aw S BUT NOT LESS THAN 3/16" CONTINUOUS AND INSTALLED BY CONCRETE CONTRACTORL STEEL SHAII FUL ILLASTY A36�ER � SPOTS ARE ENGOUNTERED REYOVE SOILAND RECOYPACT w ITH APPROVED FILLET UNLESS OTHERIN ISE NOTED . � U FILL . (RE : SOIL REPORT FOR DESCRIPTION OF BEARIN6 SOIL.) D . PROVIDE ASPHALTIC YASTIC � OATING ON ALL STEELAND w OOD EXPOSED TO THE E . ALL W ELDERS SHALL HAVE EVIDENCE 4f PASSING TNE AYERICAN W ELDING EARTH . � J E . DO NOT PUCE BACKFILLAGAINST BASEYENT WALLS UNTILALLATTACHED FLOORS SOCIETY STANDARD QUALIFICATIONS TESTS AS DETAILED IN Aw S D1 . 1 . ARE IN PLACE . E . SUBY IT SHOP AND ERECTION DRAW INGS TO ENGINEER FOR REVIE � OF ALL .... 7. NON � HRINK GROUT : STRUCTURALSTEEL. THE YANUFACTURING OR FABRICATION OFANY ITEYS F . CENTER ALL FOOTINGS UNDER W ALLS , COLU1� NS OR GRID LINES UNLESS OTHERW ISE PRIOR TO W RITTEN REVIEW OF SHOP DRAIN INGS MI ILL BE ENTIRELY AT THE RISK ; NOTED ON PUNS . A . NON3HRINK GROUT SHALL BE PROVIDED AS FOLLON S : OF THE CONTRACTOR . � 6 . CONTRACTOR TO PROVIDE , AT HIS EXPENSE , FIELD DENSITY TESTS ON COYPACTED FILL 1 • BETW EEN STEEL COLUYN BASES AND FOOTINGS . UNDER FOOT {NGS AND fNTER {OR SLABS -0N � RADE . A aINIYUI� OF 2REPRESENTATIVE F . wATERPR00FING , VAPOR BARRIERS , ETC .. SNALL BE AS SHOW N TESTS SHALL BE TAKEN FOR EACH FOOTING ANO SLAB -0N � RADE . 8' ��� ON THE ARCHITECTURAL DRAN► INGS AND AS INDICATED IN THE SPECIFICATIONS . � H . NOTIFY SOILS ENGINEER W HEN EXCAVATION IS COYPLETED SO THAT CONDI - A . ALL FRAYIN6 ANO TRUSS LUIIBER SHALL BE DRY DOUGLAS FIR , LARCH , 6RADED 8Y G . ALL DIYENSIONS ON STRUCTURAL DR111M INGS SHALL BE CHECKED AGAINST FIELD 1� M T10NS �iAY BE 1NSPECTfD PRIOR TO PLACEYENT OF ANY FILL OR CONCRETE . IN ESTERN w OOD PRODUCTS ASSOCIATION AND CONFORYING TO UNIFORY BUILDING ARCHITECTURAL DRAW INGS . ���� . CODE AS FOLLOW S : � 1 4. GONCRETE : V 2" THICK -4" W IDE STUD fb = 800 psi A . ALL CAST -�N � LACE CONCRETE SHALL BE YADE N ITH TYPE I PORTLAND 2" THICK -6" A� N IDER N0 . 2fb = 1250 psi � .► CEY ENT , STONE AG GREGATE AND SHALL DEVELOP 3000 PSI COYPRESSIVE 3" THICK -6" � � IDER N0 . 1 fb = 1350 psi STRENGTH IN 28DAYS . NOTED ALLOWABLE STRESSES ARE YINIYUYS AND FOR NONREPETITIVE USES PRIOR TO � Q ALLOW ABLE STRESS INCREASES . B . THE YODULES OF ELASTICITY OF All CONCRETE SHALL EXCEED N c1 •5 33 f'c B . PROVIDE t X 4 CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL W OOD JOISTS AND 2X � (OR 57,OOOf'c NOR �IAL MI EIGHT CONCRETE ). SOLID BLOCKING BETW EEN JOISTS AT ALL SUFPORTS . FASTEN ALL W OOD Y EMBERS � J W ITH COYYON NAILS ACCORDING TO THE UBC SCHEDULE UN�ESS OTHERN ISE NOTED . C . CONTRACTOR YAl( POUR SLABS -0N � RADE CONTINUOUS ANO TRON ELCUT d0 {NTS . JOINTS SHALL BE SPACED 10FEET AND CUT 1 " DEEP X 1 �8" W IDE w ITHIN C . LAYINATED BEAYS 2X RPPED T2EATED W 12HOURS AFTER POURING . CARRY ALLSLAB REINFORCEYENT THROUGH JOINT . 1 . ALL LAYINATED YEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 �.TE w�r►� t/Z'm x to' � PERCENT YOISTURE CONTENT IN ACCORDANCE W ITH W CLIB . ALL SIZES SHOW N ARE ANGN02 00LT5 AT Z'-o' 0 . SLABS � TOPPiNG , f00TiNGS , BEA1iS AND N ALLS SHALL NOT HAVE JOINTS iN NET . . 0 A NORIZONTAL PUNE . ANY STOP IN CONCRETE W ORK MUST BE YADE AT THIRD " 2. LAYINATED IIE116ER SHALL BE DETAiLED ANQ FABRICATED IN ACCORDANCE W ITH THE EXTE2102 � � POINT OF SPAN N ITH VERTICAL BULKHEADS AND H4RIZONTAL SHEAR KEYS STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL SHEATHING � UNLESS OTHERw ISE SHOw N . ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS GLUE LAYINATED TIYBER , LATEST EDITION AS PUBLISHED BY AITC . REVIE � ED BY THE ENGINEER . 3. PROVIDE UN1TS CONFORMING TO AITC 117, Z2FV8. D .F . FOR CONTINUOUS �"'� (/� �IE �IBERS AND CANTILEVERS AND 24FV3FOR SIYPLE SUPPORT GEYBERS . Z E . ALL CONCRETE w ORK AND REINFORCEYENT DETAILiNG SHALL 8E IN ACCORDANCE IM ITH 11 EYBERS SHALL BE DESIGNED W ITH ZERO CAI� BER W ITH TOP SURFACE (Z>-#S Zx10 GONT. LEDGE2 O ACI BUILDIN6 CODE 318 LATEST EDITION . UNLESS NOTED OTHERW ISE ALL EXPOSED CLEARLY STA �IPED ON EACH 11 EI� BER . W/ �/4"� x �" EXPANSION EDGES OF CONCRETE Ni ORK SHALL HAVE 1 /11NCH CHAY FER . USE STANDARD HOOKS ANGHORS AT t'-�" ON DOW ELS UNLESS OTHERW ISE NOTED . D . PLl( N OOD DECK AND �OR N AFERBOARD FLOO2 JOIST � 1 . PANEL THICKNESS SHAII BE AS SHOW N ON THE DRAW ING . APPLICATION = _ ��� ��� ' � � 2E= PLAN J 5. � EINFORCEYENT : SHALLBE IN ACCORDANCE WITH RECOYYENDATIONS OF THE AYERICAN • PLYN OOD ASSOCIATION . � WE0 BLOGKING A . ALL REINFORCING SHALL BE H16H � TRENGTH DEFOR �IED BARS CONFORMING TO 2. EACH PANEL SHALL BE IDENTIFIED w ITH TNE GRADE �iRADEYARK OF ' . 0 ASTM GRADE 615, GRADE 60 EXCEPT TIES , STIRRUPS AND PLATE ANCHORS 1N HICH THE AYERICAN PLYW OOD ASSOCIATION AND SHALL YEET THE REQUIREYENTS • a SHAIL BE DEFORYED BARS , ASTY DESIONATION A615, 6RAOE 40. OF U .S . PROOUCT5 STANDARD PSI , UTEST EDtT10N FOR PLYw OOD . AII � O PANELS W HICH HAVE ANY EDGE OR SURFACE PER �IANENTLY EXPOSED TO • , � B . W ELDED W IRE FABRIC SHALL CONFOR �I TO ASTI� A185AND SHALL BE LAPPED THE Nf EATHER SHALL BE OF THE EXTERIOR TYPE . � � ONE FULL IIESH AT SIDE AND END SPLICES AND W IRED TOGETHER . 3. FOR FLOORING USE 3/�" T �G STURD �fl00R SHEATHING NAILED AT 4" O .C . � � ALON6 PANELEDGES AND AT 10" ALONG {NTERYEDIATE SUPPORTS . � . � � C . REINFORCEYENT PROTECTIOM : 4. FOR ROOF USE 5�8" (40/lOSPAN RATING ) EXPOSURE I SHEATHING NAILED AT 4" � s� P.-r Z'-O Sm�N'SON TOf' FLANGE Z ■ �� HORIZONTAL FIANGE2 SCALE : 1 . CONCRETE POURED AGAINST EARTH 3p O .C . ALONG PANELEDGES AND AT 12 ALONG INTER �IEDIATE SUPPORTS . ��-- �. VE2TIGAL - 3/4" = 1 '-0" � 2. CONCRETE POURED IN FORYS (EXPOSED TO N EATHER OR EARTH ) 2 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1 /1 EXPOSURE I SHEATHING � , �y 3. COLUI� NS AND BEAYS (� IE SARS } 1 � /�" NAILED AT 4" O .C . ALONG PANELEDGES . jpwn ut Va�t Communtty � AT z -O X - 4. SLABS AND w ALLS (NOT EXPOSED TO W EATHER ) 3�('` , Oevelooment O pAGKFILL BUlld H@elth Flre � �E: PLAN 2E: PLAN ^ �„ � W Q�n �' MN MUMOOTING � TYP E A Q � ' . r �pprovsd � r �_ � , __ � � . , Z tl .^,�:�ecl :-� - r _ . . . . - � W o - .. . . . . . _ . • � c3)-#s ccoN-r.) T �p V� � `,�,� : a 44' �}( �y�Tli L� 1L . R ui � � ^ � � �:_ . �� - ,�.1 ! � <; =_ . . . 09- 21 -95 � , � �-s: � �S 2t�i � 2E: PLAN � � •+ ,. � , .;! rf N • -. ^ ', ,- O _ - P ; � � _ ' �_ _ ^: fii � nik -� _i r• i ' f:' l � t � `,,���U���IIII,I REVISIONS ` : ', ;;atru2� t0 D¢ 1 ��ffVtit f6; . Of 2� pNAtO ,y�.,, Y A = � S�id � � (iin �+=� G`' fOVISi0�1S Of t�'i1S C0�6 � � O a ��,` �g � R ���/f���i 10- 20-95 � : - .. � � , arcy v;a�a:►on o# arry �f tne p � T � � �� �'•��c`�' J , :� ; ��'r,et ord ►�anc ns f shecificatons �and other data sh:�r : • ' SL � . ,; �t based upon pla P tne �/4" _ �'-o = � : ��V W s , -�,va n t t he building official from tn C4���1 o nsQandn othp• � c ' 1ans , spe �,�►; ; _ n - . ; ;�.:,tion of errors in said P � ��� •���; PA .3 , . ••,�9T•� � �:•• Q.p,: �,�, �. � �•..F�� �o�o�,�� D S 1 � maz ) 1�TE ' � 4 '��n� nv�` O � �o` � � ZX 2PPED T2EATEO EXTE2102 FLOOR JOIST 2E: PLAN — D2NEWA7 3'-O PLATE WITH 1/2'm X 10' � SHEATHING 2E= PLAN � #� AT 2'-0 X O ANCN02 BOLTS AT 2 -O 4" SLAB-ON-G2ADE FL002 JOIST ; � N 2E= PLAN 2E: PLAN WITH SIfrPSON , � M TOP FLANGE HANGE2 W — — — � � � — — .� 2X8 TREATED PLATE WTH 1/2"-' �o - � � N = m X a• A►�c►� �TS AT z'- ' III III IIII � N IIII — . <z)_�s cor�-nr�uous - � III = = 111 ' - � _� � C2)-#S � AT 2'-O � • � 1/2" ISOLATION JOINT—' . � ` WEB BLOGKING NOTE: AT SIMILA2 SEGTION #S AT 2'-O � � WATE2P200FING �-- (Z)-#5 FOOTING SHALL HAVE <1)-#S HORIZONTAL RE= A2GH. • ' X GONTINUOUS PE2 FOOT 2X4 KEYWAY � AT 2'-O OF FOOTING WIDTH, MINIMUM � � VE2TICAL � AT MID-HEIGHT � H021ZONTAL . � VE2TICAL s+� AT 2'-O X � #S AT Z'-O X � , 2E: PLAN � 2E: PLAN RB p�N�- LEGS � � ALTE2NATE � � �s AT 2'-o X , �" - ' SIDES \ • III III= 2E= PLAN �AGKFiLL � �N � , ��0. UMOOTING '- �N — � 2E: PLAN (T.O. FOOTING - - � • _ ' • / M�IMUM) III IIII • G Ilil — � illl �Z)-�s coN-rn•n�ous � o III IIII �z�-#s CcoN-ri►•��ous> = 111 IIII � � 2E - PLAN � � .. ��o� .� 2E. PLA� 5 � � TION 1 � `° � 2E - P�AN ; , S � G �T I O 1�I 4 3/'�� = 1'-O � o0 _� EXTE2102 STUD WALL � �.+ 3/4• = ��_p 2X 2PF'E� T2EATED ZX GON'fNUOUS WITH 1/2' R WITH SHEATHING O • {� � � I O � � • �—PLATE L.NTH 1/2"� X 10" X 10" ANGH02 ESOLT O +�-� ANCH02 BOLTS A1' 2�-O� AT 2'-O 4" SLAB-ON-G2A�E 3/4" = 1'-O FL002 JOIST W WITH W.W.F. 2E= PLAN � cz)_#s co�.,-ru•iuous (� FL002 JOISTS W/ EXTE2t02 2E= PLAN � EXTE2102 STUD � FL002 SHEATHING . SHEATHING ' Q WALL WITH SHEATHING / 2E: PLAN — � > J � — I —��� � � � � � � � � � � � (2)-#S L DOU6LE 21M � — +++ IIII � JOIST Z � '�I � � � L (GONTII�kJOUS) WITH - I - III � . WE0 OLOGKING p JOINT OLATION � 1/Z � ANGH02 BOLTS AT Z -O" = III SIMPSON TOP � Q (2.)-#S ;- ' � FLANGE NANGEF2 _ � � �S AT Z'-O" s � AT 2'-O *� AT 2'-O IIII H021ZONTAL N021ZONTAL � 1 NOTE: AT SIMILA2 SEGTION ' #S AT MID-HEIGHT Z � � VE2TIGAL 2X4 KEYWAY `� FOOTING SHALL HAVE (1)-#S - _��� � � X GONTINUOUS PE2 FOOT �S AT 2'-O X� #S AT Z'-O CTYPIGAL) � � OF FOOTING WIDTH. MINIMUM = �S AT 2'-O" X �9 � - VERTIGAL � BACICFILL ^ " IIII _ ► � 2E= PLAN ��E: PLAN = � 2E: PLAN ��A LAN L / (T.O. FOOTING � . � O (T.O. FOOTING �� � MA�IIMUM) IIII �II O MNIMUM) = 0 � _ — cZ>_#s co�•l-r�uous � J : — , III IIII �, ' � . � . . • , � E ST AL E2NATE SIDES III) W p Z X 4 KEYWAY , (S)-st5 (GONT.) � � � (Z)-#S • (Z)-#S (GONTINUOUS) Q �x S � GT101`I 2 2E - PLAN ' � RE= PLAN 3/4" = i'-O � �r ^ � � G T � O � � WOOD GOLUMN — EXTEfZ102 STUD ~ V I � � `/ � I O � � 5 f"PSON BASE SHEATHING Z v �� �/4" = 1'-O 3/4" = 1'-O AT � TES 2X T2EATED O TOP PLATE � FLOOR SHEATHING �' �--�`N WITH 1/Z� � ����� ��t�� , �— FL002 JOISTS /-- �NTE2102 ANCH02 60LTS � `�QON ,��'�� J 2E= PLAN BEA2ING WALL AT Z --O .� . �/� EXTE2102 STUD �— FL002 JOISTS FL002 � � G� Rf�� �. O WALL WITH SHEATHING •' i �� bLOGKING AS � SHEATHING ` � = 2EQUI2ED � ' _ (2)-� � a � � Slr�soN A3s � _ � _ III! p = III To►' 2�, • O SE o►.iD EOIST �' = I , � IIII -� ° III . �'•.,�9�,� �o��.a��`� � ZX TOP PLATE , (CONTINUOUS) WITH #S AT +,��0•� \`�,�� Z 1/2"� ANGHOfZ 00LTS CZ)-#S (GONTII�JOUS) " ' - � • ' Z'-o" SCALE ' C, AT 2'-O° ' � • ( ' 3�4`� = 1 �-0" — =III #S AT 2'-D" WE0 STIFFENE2 . . � , ' VE2TIGAL . � � AT � PER MANI�AGTU2E2S M�-��� � MA?CH VE2TIGAL j9 = 2EQUI2EMENTS �p►���"E �Y�� � • � j fZE11�02GEMENT X = SINPSON METAL ST2AP � ' . � . W ��� *� AT MIO-HEIGHT . . TYPE A Z X 4 KEYWAY (1)-#4 EAGH - � , � , �S AT l9 0 GONPAGTE� C2AWLSPAGE ZX� CONTINUOUS � Z�-O° X _1 2E: PLAN BACICPILL STI� WALL GONG2ETE � • ' q Z T2EATED - WITH G02NER OF � . � � � 1/Z" � X �" ANCHOR (LOA� STI.$ GOL. . I • • � W ,� KEYWAY • ° . ' . ' � _ OL S A —0 �Ef'`���� LII� OF ZX4 � � f. FOOTING DATB: V ` � �� 2EI1�02CE0 . • 1 BEYOND 09-21 - 95 � • . GONC2ETE ' � � ° � - � � IIII • e = FOOTING - - - - - - - - - - - - + . - _ - - : REVISIONS � � � , - . . ' - — (2)-� (GONT.) - , ' I p ' (S>-#s (co►.rr .) = = � • � ' - 1 � I ' 10- 20 - 95 Y � =III �E : PLAN IIII � � �4�*� J • � F 2E- F�Ar1 W � � G T I D I � � �' AT 1'--O" — E: PLAN o � n � NOTE= AT SINNLAR SEGTION ♦ ' rya S � � I O � � 3/4" = 1'—O #� X CONTINUOUS � v inn ■ _ �� � � � T � o N � ON T�OFJ�I�T A�F2AME D �+ I� — �/4 1 D (t BAR PE2 FOOT (2E: SEGTION 8/SHEET DSZ) J L ao� � ! M NIM M O T I N G W I D T H. 3/4' = 1�-O � _ o< � � . EXTE2102 STUD WALL WITH SHEATHING - P�LOGKING EXTE2102 � WEB STIFFENE2 BEYOND STUD WALL N FL002 JOIST 2X OEGKNG FL002 JOIST � � � 2E: PLAN SIMPSON lJ ���NG�TH FL002 SHEATHING HANGE2 ' . \ � (� � � \ O �(1 � ��� \� �- 6LOGKING � ��M BEAM 3 � 2E: PLAN M.L. DEAM � EXTER{02 STLJD WALL MIG20-LAM BEAM 2E: PLAN \ WITH SHEATHING 2E: PLAN WEB ST�ENE2 ` 2EG2U E� SIMPSON ITT � HANGE2 �/8" STEEL PLATE EXTE2102 STUD STLJDR�ALL ZX GANTILEVER � GOI�RJECT02 WITH WALL WITH SHEATHING JOIST 2E= PLAN r� � (4)-�/4"� X b" LAG -00LTS NAIL AND GLUE «1 �. AP� (Z)-3/4"� TH2U--BOLTS AT 4" O.G. (2 20WS) (SEE BELOW) S � G T I O � �' � � G I O �j � TO WEB � � 2X DEGKING I � FL002 JOISTS 3/4" = 1'-O �/4" = 1'-O O • 2E= PLAN WITH Fl� 70 200F BEAM O SIMPSON ITT HANGE2 EXTERI02 WALL ��-�� K� c>-�-�cJ � WITH SHEATING EXTE210f� STUD WAL!_ V FL002 SHEATHING MIG20-LAM BEAM WITH (i�IJG STW EP.GH 2E: PLAN SDE OF GUJ-LAM BEAM � J SIf�SON AG9 ZX �EGKING G ANGLE WITH 2E= PLAN n , � (4)-3/4"� X S" LAG A ��� � • j BOLTS 1/4" X 4" X 1'-�" U FL002 JOIST STEEL KNFE PLATE � � 2E: PLAN WITH (4)-3/4" � / TH2U-BOLTS DEGK JOIST — �' �— raHEATHING w 2E: I'LAN , ZX BEAM ,\ \\ RE: PLAN MIC20-LAM BEAM — � M \ 2E: PLAN WITH ,\ SIMPSON MIT HANGE2 � 4" =�" � MIC20 -LAM BEAM BE V OND � 4„ � RE= PLAN w ��� � � GLU-LAM BEAM � � 2E= PLAN � — � O 4 � , � O � O � � � � J � p SII"�SON HUG I o I (Z��/4N � °� I � HANGE Ax � _ � TNRU-BOLTS A r W � V1 N 0 E PLAM GOLU`?J � L� \ `��� Z� �LEWELDS FULL . � PENET2ATION � � � GLU-LAM BEAM A�A � C � � T � O N � � 2E: PLAN 3/4" = 1'-O � � J � � � GLU-LAM BEAM —� CANTILEVE2 �/4" = 1'-O (GANTILEVE2) � 2E= PLAN '�'J' � G T I O � 2 � O � �/4" = 1'-O � (2)-2X� KING STUDS --�� � WITH (�)-�/4"� X 8° LAG-BOLTS (SIM. SEGTION Z/S2) / O WALL � O SHEATHING EXTE2102 STUD O WALL WITH ZX FL002 JOIST r G02NE2 GOLUMN � fZE: PLAN � � GTI � �I � RE: PLAN , i ZX �EGKING �/4" = i'-O SHE�A HING SCALE : 3/4r� _ 1 '-0" � � � TYPE A � Z W � DEGK JOIST DATE: �/ , � 2E= PLAN WITH 09- 21 - 95 � N SiMPSON U HANGE2 EXTERI02 � o STUO WALL n �s���nnnr REVISIONS Y � ��.�• pNALD ',�••,,, 10-20 - 95 :'�c. ' T ''•• °�1�''- i �� :, • fO• •�O�'i W • n � � � � lO � � � : i T � � ° � �'' ' V �p �/4� + ''�O 'r����•���� ���•O= D S 3 $NZ ' ''•9�'�`R� :: '' P�`. � ''' � C ��`,, � �ioi i ! �'''�a.r���•'. LADDE2 F2AME WOOD 6EAM ROOF JOISTS JOISTS RE: PLAN RE= PLAN WITH 2E: PLAN _ W02K.POINT F02 200F M BOTH 2AFTERS 200F SHEATHING SHEATHING w AN('�E EVE2Y SII"PSON HGUS N DORNIE2 RAFTEK HANGE2 (INVE2TED) Q N �LOGKING 12 O� � 12 —� 5 ' 3 �- I � _/ , � I� 2AKE FASGIA � � 2E: PLAN �/ �UP ATE 1 � OLOGKING L200F JOISTS � / ` R�� RE: PLAN ' O j � SHEATHING \ % SIMPSON U HANGERS � � \ � MIC20-LAM OEAM \\ � WALLRI�TN SHEATNING d' � � 2E= PLAN � \ • �` MIG20-LAM 21DGE BEAM � 2E: PLAN SINPSON LSSU �— MIG20-LAM 6EAM � • HANGE2 (TYPIGAL) 200F JOISTS � 2E: PLAN (Z)-KING STUDS -� PLYWOOD SHIM � � 2E: PLAN EACH SIDE EAGH SIDE � OF COLUMN � M S � GTIDN h S � GTION � S�� Tion A-A w 3/4" = 1'-O �/4" = 1'-O O • . � � O U 200F SHEATHIN6-�, �` �O� 200F JOfSTS \ � J �� SHEATHING 2E= PLAN � NOTE= AT SIMILA2 SECTION, A 1 � 200F JOISTS ---� FASCIA -� p� S DE OIJLY �N W Q 2E: PLAN � �Z 2E= Al2CH. ) \ � S 6LOCKING �\ 3 r— � \ � , lo cv w � � o � � � 0 Z Q A 2AFTE2 � � OEYOND � , , � � x MIG20-LAM BEAM ; - — / " � � i " II I w 2E: PLAN i t/2" 3" 4" MIG20-LA.M C�ERM - � RE: PLAN FASGIA --� ' � � � / � �� � � � 2E: A2GH. - � ii � i � O I � � _ � N HEADE2 AM WINDOW ' I I I O _ 2E= PLAN � � � / ' � � � • FU2 AS 2EQLA2ED �I I , - ' � J� EXTE210R STU� WALL EXTE210K STUD WALL � , ; WITH SHEATHING �` GLU-LAM BEAM W „ I..NTH SHEATHING 6E1rOt•n � � � RE: PLAN r ^ 3/8" BENT PLATE � � � � • (2)-3/4" � v SA�DLE WITH (i)-3/4 � TH2U-BOLTS Q TH2U-BOLT IN � H021ZONTAL P�EAM AND (2)-3/4"� TH2U-BOLTS GLU-LAM 6EAM WOOD GO N � 2E: PLAN (MAIN 200F) � � IN SLOPN�IG E3EAM 2E= PLAN V , S � GTION �7 S � GTIDN 4 S � GTION 1 z 3/4" = 1'-O 3/4" = 1'-O 3/4" = 1'-O � B12DSMOUTH SEAT � CUT (DO NOT OVERGUT BLOGKING IN JOISTS) J 200F SHEATNING O 0 12 C9 200F JOIST �t����O��nh 200F JOIST —� S � v' 2E= PLAN � �,���•�` Q�NA ED MO,��, O 2E: PLAN � 2 Q, • c�, RFp•��P�. \ � DLOCKING � , ;��: � I Z � *_ SCAI.E : �, ` ��,;� ; 3/4N = 1 '-0" � � � : >` :�� � o ••0��= — N" Z P ,''9�'!'' •i •'•• �'•�,` V � ; ''•F�F ,co�°�:�' W . TYPE A Q / , / / 2BEEAPINGN U-LAM BEAM / RE UPLAN e'EAM � �FASGIA / W 2E: AKGH. / / 012DSMOUTH SEAT GUT (DO NOT OVE2GUT � EAGH JOIST —� L2�E ARCH. 09D2TE: �� � � SIMPSON HS GLIP IN JOISTS) � W THES�EA H� WA� REVISIONS o EXTE210R STUD WALL � r� NOT BEA2 NHG G Y w WITH BEVELED PLATE �TE. 10- 20 -95 q AT SIMILA2 SEGTION, _St �' EXTE2102 STUD WALL �V < IS 2EPLAGED �Y W WIf�OW/DOOf2 HEADE2 a� S � � TioN 5 S � � T � oN 2 � Gjp ��4M = ��-�� ��_ ��4� � ��-'� D � "f' m �i �o ` ` � . ^ � N o N , i '- �" 4z '-c" 0� . � ! q' -a 1 / 4" �'-7 1/Z" 1�'-8 1 /4" O (O 1 ` �'-v° r- �' � � ' 3'-0' X 3'--O' X 10" 2 �„ EAOH NWG WlTH ��)-� g, . 52 �� _ S2 [l02'-O'l I r - - ' A r - - - - - - - - - - -i- - - - - � � - - � - - - - - - - - , O - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - 1 ` �l � � i " - . - - - - - - - - � � r - - - � - - - - - � - - - - - - - - - - - - - - � r - - � - � - ,- - - + - - - - - - - � ;- - � - - - - 1 � � ( (qs -O7 � - � (44 -O ) � � (94 -O ) I I � � � � (5)-ZX�, JI I (5)-2X� �.IP.I� I � � � I q�l'-9 3/4' � � � co�ur� 31 � co�urw �o,-o' STEP � ! � � FODTNJG I I � I � � � I � T.O. SLA6 STEP l71 I U' � � T.O. PLYWOOD � I � � I n N Qii� � � ' � I I I I 8 8 G` Q ' � QI I ( ' � � 11l � � til I 1 � � �j i � � I I �I I � � O • � + � � � � '� � � � � _ i ^ i i • I � � � H � � � � � �8,� „ g„I � �+ � � � Q , � C� J � � ! � �9'-S 3/4' � � I ,� � � OI � � T.O. SLP.B �� 7 N � - � Ni � � I ` � I v A 1 uI ' � � I I � I I I q � Q ' � 0 Z2 � ' 'n � � � � ( ( i i Z � (J � � � � 6 � � - cA � � a0 `+ N r — � � 6 � � � Z � � . � i lO N w � I ��I �4,� � � _4,� I I 6 � � -� i� I uj FOOTING q 1/2' T.�/25OF � � � � � 0 M I \ � i � � STEP � � � � AT P-4' � I i v a � � 4��I w I � J� � , , U � I I FOOTU�IG I I I ,4" 4�� � _ � I I � � � p Z t /z" I I � � 2 t /Z" I � I •► � _ I I Q� I �� ' ' I ' � � � - - - � J � 4" SLA�-ON-GRADE � - J � - - _ �-Q �/�� - t - � I I — � WITH �X� W2.1 X W2.1 W.WF. (S)- XG - - - � (S)-2X� _ T � ON 4' G2AVEL BASE COLUMN � � COLUMN � � � O � � � ' � `° — — — — � I �'_�• I I � I � r � I I � � � � � - � ( � T.O. BAGKFILL � ( � \ COL. WALL" � � FOOTWG �19'-3 1/2' t '- �„ � ,_�„ I � � � 1 '-�" t'- �" � I 1 W � STEP ( � STEP � I I � `j� J L _ T.O. SLAB (4)-2X� � I � � � � (4)-2X� �Ep ( ' I Q � I S2 r - , � GOLUMN � � _ � � ' � COLUI`MJ � � ° � - � � `8 (95'-9 3/4') � � `n � I - I I � COLIX"N ' - - - - - - - - - - - - - - - - - - - - - - - - � I ,� .._. � (q4'-0') �9 � - - - - - - - - - - - — � I I — - - - t 3 �4" � -- - --- -- -- - - - � � ��/� - - - - - - - � r - - - - - - - - - - - - - = VI J r - - � - - - - - - � - - � - - - � � I I ��'-�1 '�/4'] _ � � � � / I ^ [�18 -7 1/2 J - '� I I � � _ J _ _ _ '- - - - _ _ J � - - - - - = o � WP.L.L / / � WALL � WALL 4 � � STEP I `r/ / / � `�TEP S2 STEP 2 J �� 4'-O' X 4'-O' X 1'-O' �S AT t'-O" EAGH 4'-0' X 4'-0� X 1'-0' FOOTNG WTH (4)-� _ WA7 AT �' F20M FOOTING WITH (4)-atS � EAGH WAY � � BOTTOM OF FOOTING EAGH WAY Q I � � 2 3/ �" ����mn�p� O � co� ,, �• ONALD M�y,,, .- �' - �,� , 2E : A2� H. PE : A2GH. �� _8�� � , ERF��:����• I � '� % Z ` ' • SCALE : . � �o'-�" 8' -0" i � '-o" a "s 1�4„ = i �-0" s ��,; - — 4z' -o" r'� 9 e .�O�: � '-. F •• ••' �P,i' W � . ,��''•�•F C ��:�����• � OUI`fDATl01`I i`IOT�S: 0 � ' LOW � i� � � V � � � fi� AMINC ANI� t. DATUM ELEVATION 100'-O" EQUALS AGTUAL ELEVA?ION 7b33'-O'. Z � O U N 1� A T I 4 N �' 1_ A N 2. [XXX'-X"J INC�IGATES TOP OF FOUNDATION WALL ELEVATION. W � 1/4" = 1'-O" 3_ (XXX'-X') INDIGATES TOP OF FOOTING ELEVATION. 09/05/95 � M ' 4 SOILS 2EPpT 2T . SNALL FOLLOW ALL 2EQUI2EMENTS LISTEO IN � ��a,Min6 No-r�s= REVISIONS � S. GONT2AGT02 SHALL PLAGE (�)-�`� VE2TICALLY FULL HEIGHT 10/20/95 � o, OF WALL AT HIGH SIDE OF ALL WALL STEPS HGHE2 THAN � (2E: SHEET �-52) 4'-O' IN ADDITION TO WALL 2EII.�ORGEMENT SHOWN OTHE2LJSE. � g �. ALL FOOTINGS IN GRAWLSPAGES SHALL BE OAGKFILLED WITH GOI"PACTED STRUGTU2AL FILL TO THE TOP OF FOOTING N�.HM.1M � UNLE55 NOTED OTHE2WSE ON PLANS 02 SHOWN IN SEGTIONS. T � � 7. FL002 ELEVATIONS SHOI.JJ A2E AT TOP OF SLAB 02 TOP OF PLYWOOD U �i� FL002 SHEATHING. 3 � S 1 � W°No � 8. FOOTNJG ELEVATIONS SHc�..fJ A2E MAXIMJNI�'� AND MAY NEED TO BE LOWEQED °Q � DUE TO SOIL GONDITIONS. VE21FY GHANGES W�TH ST2UCTURAL ENG,INEE2. � ��� � N o N � SIMPSON HU HANGE2 � (INVE2TED) 0 � � (4)-ZX� U' 4 � � � SINIPSON HU HANGER �ONLY ONLY �� OI�Y p1�..Y � (IM/E2TED) LINE OF WALL AF�OV 12" M_L. 2iM LP CS)-2X � (4)-2X6 ONLY COLUMN GOLUMN LP ONLY O CZ)-1Z" M.L. ��)-12" M.L. 1 _ � SIMPSON ITT HANC-,E2 J ��)-ZX10 p (INVE2TED} �"YPIGAL � N ���ES20��UTF HANGE2 J ALL JOISTS THIS LINE � tV ^ ^ � COLUMN � � f2" TJi/25DF J a+ I N 12" TJI/ZSDF '� • AT 1'-4" � � � (� i AT 1'-4" � � � C2)'ZX12 N � � � � N SIMPSON HUTF HANGER v 12" TJI/2SDF C�)-iZ" M_L. CiNVE2TED) O • AT 1'-4" C�)-12" M.L. (2)-2XiZ 12" TJI/2SDF ��"'Y � U AT 1 -4" J ] � � STAI2 �4}-12" M.L. � (4)-ZX� � — N GOLUMN Q � LJ' ONLY � ` � � ,� �I��SO��UTF HANGE2 � � � N Z `� 12" TJI/ZSDF ^ w AT 1'-O" (Z)�ZX1Z ,�1 iZ" TJI/25DF O Q AT f-4" " � O M J N (2)-ZXiZ . F '`� U 1� �p X ' ONLY N N S� � ^ ��� � w '� OPEN 12" TJI/2SDF N a " AT 1'-4" `� �S�-ZXG SINPSON ITT WANGER � O COLUMN �Z)-2XiZ (3}-tZ" M.L. CM�NE2TED} TYPICAL - ALL JOISTS THIS SIDE � O 109'-i �/4" 12" TJI/Z AT 1' 4" SIMPSON NUGTF HANGE2 J j T.O. PLYWO�D (S)-2X� J CINVEf2TED) � W � � (�)-12" M_L_ GOLUMN ` ^ iV iV (`})-ZX � (4)-ZX� J J (4)-ZX� � C4)-2X� v � � GOLUMN GOLUMN � V' GOLUMN \ G�O� Q ^ _ �p � � N tV '- � Np � (�)-2XiZ \ ONLY \ C3)-iZ" M.L. � � X X_ � X �9 �9 M"� �/� ����nnnq�� V I N -- � - ,,.�• pNALD M�.,, 41 .�.1- d0 X X (2)—Zxt2 - .� ..,� p •, \ N \ AT i'-0" `A SIMPSON HUGTF HANGE2 .` � �S RFa.y'., Z � v� � U' U' \ \ � � (INVE2TED) � Q ' � ' O � : ;� : ONLY (Z)_ZX�Z ONLY � � ONL7 � s AT 1'—O" �► � � J .�� � � ���!: .,��-9�,� � � �Pp��. O • WOOD � � AM11�I6 1�IOT�S : ''• •° co °•• '' O ' �•.t. � � ..�•• ' 1. ALL WOOD F2Af"NNG JOISTS SHALL BE TJI/25DF TYPE JOISTS O M A I 1`I 1.._ � V � l.._ � fi� A M I 1`I G �' �. A 1`I BY TF-IE�E GINEE2E OF 2EGORD JOIST MacMILLAN. INC. ALTE2NATES � SHALL HAVE EQUAL OfZ G2EATE2 GAPAGTY AND SHALt. 6E 2EVIEWED ��`F� _ ��-� 2. "M.L." INDIGATES MIGRO-LAM BEAMS. AS MANII=AGTU2ED BY SCALE : Z SAME JOfZ G EATERG�AGITIESL AS�STED �l TFLI 'L- �T2UC t�.L 1/4" = 1 '-O" � GENE2AL NOTES. � 3. ❑ INDIGATES GOLUMN DOWN UNLESS INDIGATED BY "LP ONLY". �/ / 4. � INDIGATES GOLUMN U' AND DOI�Jh! UNLESS IT 8EA2S ON W CONGt2ETE WALL 02 FOOTING BELOW. Q S. ( ) It�IGATES TOP OF BEAM ELEVATION. �. INDICATES TOP OF STRUCTU2AL FL002 SHEATF�NG Z ELEVATION. W 4 7_ HEADEf�S SHALL BE (3�ZX8 L�_ESS NOTED OTHE2t..lISE. � 8_ COLUMNS SHALL BE (3)-2X� IN 2X6 Ft2AME I.JALLS AN� DATIS: N (3)-ZX4 IN 2X4 F2AME wP.LLS. 09/05/95 � v� a/ � � �� TO GEI�L NG � 02 70 200F. �T21MME2S�LL�q�Ep� RLVISIONS � � � _ TO NOTED GOLUMN 5lZES AS 2eGturzeo. 10/20/95 � - 10. NJDIGATES tNTE2102 BEA2ING WALLS. FL002 JOIST � ° BEA2ING LOGATIONS SNALL L� l�' WITH STUDS BELOW. � it. EXTE210R STUDS SHALL 0E SPAGED 2'-O F02 WALLS w,� SH02TER TNAN 10'-O". STI�S �HALL BE SPAGED 1'--4" V �A �, F02 l-JALLS SH02TE2 THAN 14'-0 AND HIGHE2 TNAN 10'-O. (� o�J � 1�. ALL OEAM/OEAM AI� BEAM/GOLL�IN GOPIt�GT10NS SHALL P�E � — `� � � Woo MADE WI'fH SINPSON STEEL PLATE GONJECT02S Ut�ESS NOTED � OTHE2WISE. � _ • � N o N 0� I . � o � � � J � (�)-2X8 (S)-2X� (S)-2X� (4)-ZX � J N COLUMN GOLUMN GOLUMN � O \ A 1 � � ('�)-ZX8 (3)-ZX8 \ � X (4)-ZX� � \ GOLUMN X � � 2 1 ` l9 ,j 54 �, � J _� ��� Z AT 1JI�2S�F � � � , V1 �• S4 S4 � � SM'SON HUTF O • HANGE2 -- N O � � r ' J CZ)-iZ" TJI/ZS�F O (3)-12" M.L_ N v � AT t'-4'� v ,� � � � v N � ���--- – �4)-Z� M_L. –� –�� --� \ � Q � N Z � � � 1L a (2)-IZ° TJI/25DF v � 0_ V AT 1'-4" (4)-ZX� � w GOLUMN \ \� J � �' �N -� � � F' M „ `� - E-- � O w �AT lZ_4TJI/2.SDF N � N N O 1� � X Q � w .. \ N � � X � O cs>—zx � cs>—zx� N � - , GOLUMN \9 GOLUMN ,� � , � J � � (Z)-1Z" TJI/25�F C�)- iZ" M L. �/� AT 1'-4" V� W J � r ^ \ C4YZX� STU6 C4)-2XG (4)-ZX� � , v ' � GOLUMN � G��LZ„W GOLUMN GOLUMN N O � . �� \ � [ ; — X �f' - W r'1 � (�)-ZXIZ N3 (�)-ZXi2 (2)-iZ M.L. � � � f ^ � � V ! \ � ; �a , X � X . Z � (4)-ZX� � �' N I �� I 12 TJI �25OI= �(1 O COLUMN I = � I �(1 I AT 1 -4 NQ I I � 1Z" TJI/ZSDF AT Z'-O" •�•'`��NALp`'��.,,� � _ �� GI TER O����� O � O S4 ; • �c�`y' O t • � � 00 � � � AMIN � �' 1_. AN w • . - .•- - _ - - .� - 1/4" = 1 -O �'• J►' • � : 4 . Z���'9�' '' ,:� •' �`' SCALE : O i�00� F� AMIi`i6 1`IOT�S: � � ��"''••°•...,� .°.::•••'�' 1�4,� = 1 �-a� C.� . — 1. 200F SHEATHING S/8" (40/20 SPAN 2ATING). STAGGER PANEL END V I JOINTS AND FASTEN WITH GLUE AND lOd NALS AT 6' MAXIMUM ALL VJ EDGES AND 12" MAXIMUM OTHER SLPP02TS. Q Z. 2E: A2CH17EGT F02 200F SLOPES AND BEA2�lG HEIGHTS. 3. ALL HEADE2S (3)-ZX8 Uh�_ESS NOTED OTHE2WISE_ Z 4_ ALL COLUMNS SHALL BE (3)-2X� IJNLESS OTHEKWISE NOTED. W S. ALL HEADE25 LONGE2 THAN b'-O SNALL 2EQUI2E 2 TRIM STUDS DATF : �/ , � AND 2 KING STUDS EAGH SIDE. � �. ALL ,OIST NANGE2S SINPSON U TYPE UNLESS NOTED OTNE2WISE. O9/O5/95 � � PROVIDE SL�PED HANGE2S AT SLOPING JOISTS. REVISIONS � � 7_ ALL BEAM TO GOLUMN GONJEGTIONS. BOTH TOP At� BOTTOM. SHALL 10/20/95 � o, USE SINPSON PLATE GONNECT02S UNLESS NOTE� OTHE2WISE ON � DETAILS. � � - - � � � � U �� � � - �; � 3 S3 _ 30� i � _ i � � `, � � � � � � / x� ./ . / �'�1;� • � '� �'` / � � � � , ' ,� .� � � � t��i►� f'���� � 1 � `,� 1 ` ' / . v �. .� - � � 1 �� r*� . • �.,�.3 ! r��j � �_ ►� .� ► ► ' ►. � . �+'� �; • i , ��.. �'� � r , !G ' ►' . � � 1 ,� � � � � �1 / I % . • A , , ,� � �I. I . . � � . . /�, . . .�1 1► , : • . � �iy . • , r!�, :�-��' �I ►� � ` -e . - . �-- .� � / , �/ . . .1 I / . . _ - / - � , , �,� . . � , ►, , ��►►� � ► � . � . - . . / I O � � � ` �/� . . , , , � � . _•. :!� i� �`I ►� � !�.�, , . .� / � . r . . , � . . _ . . .i . � � _ � , / . �; ,_. , � � „� _ ..� ��► ► . � r .i I � � •►- � / � ► � ��1 . � ► �� , �� � r ►r. �, . ` � � � . • i .� II► � i I � � , , / . � � / _ ► ` , . . , . r . . - • : , � - / �� I• , , • • ; ► ���i► ►• ►/ � y � • • � , �� ►� ►/ ► � y �, � � . ,� � .� . � ► ��/ � . r / � � � f I � _ x- . • , � �► � . , I� , 'y � � � �� � . _ . 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'� � � I�,'� � � , � � • „ - , , � av � � � �� � .� ��; � - , • � � • � � '� � , _. .,� � • � _ � ��� . � �. o � ,,, : : ,'� • � . :� . � i� � � ,�. . , � m � � ' , , • , , , � . . �-'.�'== : �� Ei'�.� � � � � � : � � � s �» � , 1 • 1 1 1 1 1 � : : %/ � - ; � � � - � � - -- �_� r � � , , vK 42 ' 0 " � � 5 - � /2 � � , „ 3 � �L � � � , �, � � � 19 ' 1 " 3 - � �2 6 ' g - 1 /2 14 ' 7 - 1 /2 " `' - , /` � O � . . � � �' I � O . � � - - - - - - - - - ( - -, � � � . I � � � � I i i �, N � Mech. Platform � + 18" of F.F. � D �� � � �n � m T. .PL . � � u� � EL. + 100 0" � � �� � — � `° BEDROOM � �., • `-" ° 14 ' 7 " X 10 ' 9 " ( � O � °' „ „ - � " " 3 - 1 / 2 " ► I 3 " 9 - 1 / 2 3 , 3 1 � 3 - 1 / 2 " S - 1 / 2" ( m � 3 - 1 / 2 " � T. O . STEP � � • „ . 3 ' 7 " 8 " 5 - 1 / 2 " � (� � , EL. +99'9 - 3/4" '� � n , � � Sound Batt • all V� � o &dtm. � Bflth Al1ll8 typ. � � N � 3'0" g 6'8" Bi N � I INTERIOR STAIR I _ f 15 RISERS � 7 � 5/16" � � � N N � TREAD 10 - 3/4 � � � � � 4j � , A ° � M � BATH � m o A � � � GARAGE , � � m `� N � � � 19 1 X 27 1 � �o° gss� �i � \ a „ : -:` � � a N I T. O .PL . rI � � O � SLOPE EL. + 100 O � 1/8" PER FOOT 36" z 6'8` - I � � / N 30" g 6'8" — — �'r, BEDROOM N � � 36" z 8'0" w T.O .SLAB 13 ' 1 " X 10 ' 9 " I ; I � EL. + 99'8" I m I Q . .--.� � �...� � � � H � ' ' N z - - - - - �:o :sr� - - - - - - � � � � EL. + 99'3 - 1/'2" � � in �,.� I I 1 `'� � I � � � ) � � � O � I - - - - - - - - - - - - - - - L� I � I � � � � �- _ _ _ _ -� I ' I floor � plan 5 - 1 2 " 5 - 1 �2 " 5 - 1 2 " 5 - 1 ,�2 " t / 4 ' = t ' 0 ' �••� 19 ' 1 " . � 3 . � � � 20 ' 0 " 8 ' 0 " 14 ' 0 " TYPE A w Q B z w , r DATE 1 / 14 / 45 � 1 / 8 . . -� ' O . . RtEO/�0 2%9 5 a " 11 / 14 / 95 xi • 11 / 24 / 95 . � x � : 53 � SQUARE FEET GRFA � A2 � a . � � � � � B ' � � � � 0 . 29'6- 1 /2" 14'S- 1 /2„ � � ,. � - l(� � � .- , � .-� � � � � 4' 1 1 " � + KITCHEN Q O 0 � � ao,.a � 13 ' 9 " X 9 ' 0 " O� � O 0 `° �� b � � . BATH i ret _ � MASTER � � � � M „ z6,8„ - - - � � � WALK— IN � CLOSET • ° � _ 11 ' 2" x 6 ' 0" � Q � � m � T.o.PL . ( DINING AREA) � � � K - - EL. + 109' 1 - 3 4" P 1 � � � N � � v 0 N � � � �► �- , „ , „ , „ , „ . „ . „ �,., �n 30 44 43 67- 1 /2 38- 1 /2 60 /� �•+ A 3- 1 /2�� 3- 1/2" , 3 - 1/2" 3- 1 /2�� 1"'� � � HIdH 111�� � � a _ �' z s�� FIREP ACE � � W N � i LIVING ROOM Q M MASTER BEDROOM 20 ' 0 " x 21 ' 9 " ( - ) Q � 19 ' 1 " x 13 ' 0 " en �y elow a+ F�-�1 plant ahelt z 0 0 � � � 0 0 ' DECK O . DECK • � . _ . rioo � z • � 1 / 4P' ��1 ' 0 �••� 20'0" 8'0" ' 16'0" � .6�� 3.g„ T Y P E A w . Q . , . ` � z . w DAiE 7 / 14 / 45 'J RE�� 1021/9S a B ' 1 � 8 • • •� s Q � � 11 / 29 / 95 x � . � x ��� 1111 S UARE FEET GRFA 3A � � . a • r . � � B O � I . � i o m � � � d� . ' o � , � ' � � - - L - - - - -� - - - - -� i . � I � � r - - - - - - - - - - - - - - - - - - - - J � � � � � � � � � , , � � �n ! � � � i Ul � � � ' � o , � . � � � � � � i i . i i i , 0 I ' � � o , , '� � i i ; i i i � QS ,,,,,a � � � � � � � — - - - - - - - - -- - -� - - � � � r i , i i i � 1 � 5 : 12 � ( � � �� Q A ' � � � �rl i A � �` c� t i i � � � �} � � . � � � ° ( � w � � � � � � � � - � ; � � ! 3 . 12 I • � O � � � � W � � i � � � � � � � � � - -- - - - - , � � � , A � � � ~ i I � � I I �..,,, � � i i � i i ii z � - - - - - - -- - - -- - - - - � - - - - - - - - - _ � O i � � I � � I I I I � O � i o , t � oor � � pinn 1 / 4 ' = 1 ' 0 " �--� �. TYP E A w Q B z w DAIE 1 / 1 / 95 � � REVISION ai 11 / 14 / 95 � 11 / 29 / 95 � � � 4 , . � , o , . x 3A4 � . � . • � - , . � • � � � ' ` � � �" _ � . • I , 0 1 � . � � � � � ' 12 � MAIN ROOF � T . O . RIDGE & CHIMNEY � � I � � . + 1 0 ' 6" i5 0 • � o 12 O DOR'�RS � �+ . 3 � w F..� W ~ � . � ,✓ � * � � � . V � � 2ze Bo� � z . rcx . sxry ? YP . Q,p = � WOOD FASCIA '� � w SEE DETAIL �, � � � � s� �- = 9� � � � � � o �p- _ � la T&G SIDING ^ � \ � � z8 CORNER BBASDS TYP . !�� S'0" z 6'e' g'0' : a'8" 9'0" : �8' 9'0" : s'8' : a'Q' S'0" s �'0" : 6'8" Vl � ��) � a�� �) 6'0" z 2'6" �� � �) � � � ('�) � �' A �i ~ , I � T . O . PLYWD . H �'' �, j � = 1'd' z EL. + 109 ' 1 - 3/4" Z � 2z8 TYP . � 'e" : 1'A" \ � GARAGE DOOft 16' 0" z 8 '0" la T&G SIDING i� z 1'�' _ � � 2'd" 6�0" = 4 � o ���o T P . o t� : � : � � T . o . PLYwn . z ' . + 1 � puildinq eterations 1 / 4 ' = 1 ' 0 " �••� TYPE A w A z w ` DA1E 1 / T / 95 1 � � � • � s O " REVISION � 7 / 20 / 95 xi 11 / 29 / 95 . - � � . � x 3A5 � � . , . . • � . � . � 0 � � � � � � � . �, � 0 � � . � � � � T. O.RIDGE � � EL. + 130 ' 6" 0 � � O � � C � ~ ASPHALT SHINGLES � ' � � � . 3T[JCCO �j � � g'0" E'e" 9,0" r�' s� z�e" 9'0" E.e. � � � 2i8 BIY BOARD � � a � a 1POOD FASC IA �•1 � SEE DETAIL � � � � 2z8 COSNBB HOA6DS '! YP . Z �,p• w iz TdcG SIDING � A � ~ T . O . PLYWD . �""� a EL. + 109 ' 1 - 3/4" 2z12 RIYBOAxD rYP . `� 0 . � � � �- S���o ° -� o 0 � T . O . PLYWD . 1 � ilEiny Z . 1 r �- elevations 1 / 4 ' = 1 ' 0 . � , � YPE A w Q z w . DATE ' .� / 4, . . � , � . . � � � � ss � — REYISION W . � 11 / 29 / 95 x . � x � - . 3A6 � . - � . . � , � o � � � M��j I r ° _ 1 � . � o . � � � � � � . � . ,� . . f U� m T . O . RIDGE $�CHI�NEY 12 � MAIN ROOF • � � - �L. + 130 ' 6" ' . � ` 5 j� . \/ O a . 1 / V . � � 12 O DOR1dERS (� � . I � � 3 � ~ / � � � r A WOOD FASC I A ero� : 9ro� �y � � SEE DETAIL � ,� � i �{ O w i a T&G SIDING � ��� a 2z8 CQRNER BOARDS TYP . g'�" Z'�" g'�" x�" � O � O i • / a � � w 5'0" : 3'0" � 5'0' : 9'0` � 9'0" z 4'0" 3'�0" = 4'0' � ^ EXT. RAILING � F.� SEE DETAIL � .—+ T. O . PLYWD , H � EL. + 109 ' 1 - 3/4" Z � 2z 1 R I l[ BOARD TYP . � � � � � � � ST[ICCO � 5 0" z S'0" � Q � � � T . O . PLYWD . � .. z . + 1 � Q building elerations 1 / 4 ' = 1 ' 0 " � TYPE A w I A z _ w DA1E +• 1 / 1 / 95 '� 1 / 4 • , 1 � O ' � REYISION ai fiJ14J95 x 11 / 29 / 95 � x - 3A7 � � � � 0 � � 1 � � �" � � � � , . � _ � T. O . RIDGE � CHIMNEY � m EL. + 130 ' 6" " � � � � � � O C ASPHALT SHII�TGLES � W ,..1 a� ~ � � � . � � � �IOOD FA3C IA � SEE DETAIL � �► � � 0 , 2z8 COxNBB BOARDS ? YP . 9'�" � �" $'�" ,'�" $'�" � � la T&G SIDING ''� � � o � o , � EXT. RAII.ING 9'0" s 4'Or r0" z 4'0" ��0" : 4'0"' r0" z 4'0" � SEE DETAII. 2 z 8 T T P . w � Q T . O .PLYWD . � � EL. + 109 ' i - 3/4" 2z12 RI1[ HOABD 9' YP . a I--�1 z � o � �� � � srvcco ,,�. z 4,� 0 0 � T . O . PLYWD . � : e�e� O .� . + 1 ; Arilding � elerations 1 / 4 ' = 1 ' 0 " � . � . . TYPE A w , � A z w DATE ' 7 / 1 / 95 . 1 � � � � 1 ' � • � ` REY I S I ON W ' 11 / 19 / 95 x � . x � 3A8 � � �. � � � � � i o m - � d' O � � T.O .CH[IM1�iEY . EL. + 132'6" � . � T.O .RIDGE BEAM T.O.RIDGE BEAM � � .--� EL. + 128' 10 - 3/4" - 12 � MA I N ROOF EL. + 128 ' 10 -3/4" � � 12 O DORMERS 5 = 0 . �r O 3 . � � � N °� A{ arn W F..1 n1 1�1 T .O.BEAM W � � � � T. O .HEAM EL. + 120'9" EL. + 119'8- 3/4" • � � � � . � � � � � r—� � o � � � � a a ° � � � o � o ' I • • Vl T. O .PLYWD . T.O.PLYIPD. w EL. + 109' 1 - 3/4" ' EL. + 109' 1 -3/4" � Q � �~y v � �"� I+i � � � , = z � II • � o I l� � T. O.PLYWD. � ' EL. + 100 '0" SLAB SLOPED � 1/8" .f. � OM EL + 99'S -3/4" � VENTED CRAWISPACE SLAB ON GRADE � I � SECTION z - - - - - - - � - - - - -- - - - - - - - - - - - - - - - - - , � I / 4 ' = 1 ' 0 ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ . � TYPE A w Q - � z w DATE � 1 / 1 / 95 � REVISION W 11 / 19 / 95 x, � / 4 , � � � � . . � � x 3A � � . � � � . 1 I • I ' W � � � � I ' O � � � � ' � � . . � � � '/� W I � � Vl �..� I � I � I fi T.O .CHIMNEY � O EL. + � 32 ' 6" _ � T.O .RIDGE BEAM � � w . � - � 1■y � � � � \_ r � � � a--- � � Y � � t � � V T. O .BEAM _ ^� � � a � EL. + 120 ' 9" CONTINUE CROWN MOLDII3G a'' FROM HITCHEN CAB ' S . � O . � o � 8' CEIIdNG - GHT IN P . RM w � � � I A � � � � � � I � a � � � • - Z � � � � � � T.O.PLYWD . � EL. + 109 ' 1 - 3/4" , � � � � O � � / � � � I� � \ f � s � � t � o � z I � � I 1 / 4 ' = 1 ' U " r..y \ � T. O .PLYWD . � • EL. + 100' 0" T.o .s� TYPE A w EL_ + 99 6 Q VENTED CRAWLSPAC� z _ I w DATE - - - - - - - - - - - - - - - - - - - � � � � 95 � - - - - - - - - - - - - - - - - -- - - REVISION ai 1tiz9 / 95 ,� � . � , 4 . , � , o , . x � 3A10 � � _ __ � . _ , . ' � j�OMm Of Vail Communih DevelopmeM � � Bulld N�Ith Flre >nproved Q � !7 [1 � N , .� - �j:� ��� � c �. � o N � � 0 •� `' 3 z t '-�" 4Z'-O" � � + ��� ��� � � Validity of Permit � t9'—a t/4" s'---t t/Z" 13'-8 t/4" Sec. 3J3 (c; 19 U . � G . 0 � , ,. ,,:.� e�' gran.i �z �f � purn': ; I �T � �r)��i'1 .� �` -. ° � � '• � , ,� , „ :. . � —O 1 —�o 'S'--0� X 3'--Or X lOr . _":.�is Sil2 � l Ii�ii us COrStt':I;;,�. ?�t `un c"�, :::., � �1 � i . , ' . f;- , : 2 �� FOOT1NG LJTH ('�)-� 4 - ` � i, ;.+ �; b'� �i�� :'� ^ "vf a1t }/ Gf t�tF p! C#c':5:.. ;: ;; i .� , �: � :•: � 1 EACH WAY - � ;' L �i4 °' ortl � na;fc� of titu j�a�� s� i��ii��1 . 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PLYWOOD i �"' 8„ a„� Q � ( � I I � � � � � - "� I - I � I � � O � : I � I I �� I � O . �n � � '� I ' I 'd" I I i O � � -� I { -� � I , � � i � �- , � E � U � Q , a �., � , �,� - � � 1 � 99'-S 3/4' .t � � ,d- � � � � ..� i � i — ��� X I � O I ' � � T.O. SLAB 7 N � � N� � , ( L� I �i � � � 2 ^ t ! I � � 9 Q 2 j � � I I ,.� � I � 2 � 6 I i � � � 1 :�-� � ��" � � � I � N r - � ' � � � �� 2 ) � � � 4 N w � � � " � 8„ ' ^ 4 � � � { � i � Q „ � �1 M � � u� � FOOTNJG `} 14 I . � ; � � � � � _ $ STEP I I I I AT �-4' '�/2SD f � - _ 1 `� 3'-0' X 3'-O' X {O' lO U �� � ; � FOOTNJG WTN (3)-� ,j 4") 8" � 1 � I j � EAGH WAY � � � I � �� � 1 I i �X� 1 4° 4° _ I � � I p z 1 /Z" I I � Z t /z" ; I GOLt1N1�.1 '' . � -�- � � i � � - - , a„ � � 4" SLAO-ON-G2ADE n► � �5'--9 �/4') � � � i � � � O _ � ' � WTH GX� W2.1 X W2.1 WlJF. � _. � � - - _ - - - - - - -F - � � r - - - , ` ON 4' GRAVEL BASE � � � (S�-ZX� � � I I - � - -� - ; -��— Fo�r� I ` � � ` i � co�ur� - r , i - ' - - - p � � - T "� --�- + f I ( ' � / � r - - - - � ! I �i7 � � � L _ _I_ J ' � � � lS�'ZX�O I � I � �'-� I { � F ( ' COLLJI`�J (S)-2X� .� - � � T_O. BAGKFLL ; �t � \ �oXro WA� i i I 99'-3 1/2' COU�"1N � � � � �_��� I � � � 1'-G" I '-�" � � I 12"� f'ILA51E2 WI'fH \ W Ga" �)-�4 VE2TIGAL X �" � � `j � T.O. SLAB (4�ZX� � ( � a0 � (4)-2X� �"�`U- ` I AhC� �� TES AT 1'-O' � 2 r - J ' � � �� � , GOLL1h'1N � 4 , � _ ti � i � � COLIA"N <7T� � � C )�OLI�"N l� � � I � -e �`b -q 3/47 - - - - - - � I � �� � � � - - - - - r ; � � � � .� � (94 -07 l9 � � 3 -O' X � -O' X 10' GOZLUPTI � - - - - - - - - - - - - - - - � � ( ! L - - - - - - - - J i � FOOTNG WI?H (3)—� I , - - - 1 3,(4 � ; � EACH WAY � � � . - � - - - - - - - - - - - - - +�► J r - - � - - - - - - � - - � - - - - - - - - - - � j9 I I ��Ki'-�l �/4'] = � � = L � I - [qa -T 1/2 J - �9 � - - � O / � - � - - - - - - - - � r - - - � I O �O ��� � / 1 4 i i rtl sT� I �i ' � � ' �� s2 �� 2 i _ � _ _ of 1��1 —� �A-- 4'-O" X 4'�O' X 1'-O' � AT 1'-O� EAGH I I � � � EAGH �WA IY..ITH (4)-#S _ _ WAY AT 3 F20M FOOTNG ' I..NTHX(3��+5 L' - - ", � � 0 80TTOM OF F0071NG EACH WAY c Q , . F Fl C� �X� � - T H � � �9 G O U�h I �4 L.A�E.r 2 W I T r� w O � � Z 3/4�� S GOL � � .�. � � u �., �� � ��. '�pNACD �' .,,� r 4�—�n° 2E= A2GH_ 2E: A2GH_ � " .��� • � ��e TE�FO�`��i'' n 4 -� . . <^ . Z ' ' = , : • scAr� : zo�_o�� 8'-0" � 4'-0� � , - : � : 1�4p = 1 �-0" � r � � w ' � : t�� � ♦ : 42'-O' � ,�i�9J•��j�NAL Ei6�� �U+`� � �-. F •-,...• �?,- W FOUI`iDATl01`I 1`IOT�S= �°�� QF C�;;����� Q �.. OW � fi� 1_ � V � 1_ � i� AMIN � ANU 1. DATUM ELEVATION t00'-O" EG2UALS AGTUAL ELEVATION 7833'-O". � Z � O U N U A T I O N }� � A 1� Z- [XXX'-X'� IN�IGATES TOP OF FOUN�ATION WP.I_L ELEVATION. W � �/4• _ �,_�• �. (XXX'-X') INDIGATES TOP OI'- FOOTING ELEVATION. 09 05g9S � N 4. �L�A�EG�TOR2 SHALI. FOLLOW ALL 2EQUI2EMENTS LtSTED N � � � M Fi�AMIi`�6 1`IDTES= RBVISIONS n 5. GONT2AGTOR SHALL PLAGE (�)-� VE2TIGALLY FULL HEIGHT � o, , OF WP.LL AT F�GH SI�E OF ALL WP.LL STEPS WGkIE2 THP.N 10/20/95 (2E= SI�ET '�-S2) 4'-O' IN AVDITION TO WALL 2ENJFORGEMENT SHOWN O?HERWIraE_ � �. ALL FOOTINGS W G2AWL_SPACES SHALL BE 6AGKFILLED WITH � m COI��PAGTED ST2UG�I�AL FILL TO 'fF� TOP OF FOOTlNG NMh�Xrl ( U1�ESS NOTED OTFiE2i..pSE ON PLANS 02 SHOI..N 1N SEGTIONS. T ,. � ', .i O� �, 7. FLOOR ELEVATIONS SHOWt�f ARE AT TOP OF SLA6 OR TOP OF PLYWOOD - �p �, ` FL002 SHEATHING_ 3 � S � � � 3,�� 8. FOOT�JG ELEVATIONS SHOI.J� A2E MAXIMJMS ANp MAY NEEO TO BE LOWE2E0 W� � DUE TO SOIL GONDITIONS. VE21FY GNANC�S WITH STRUGTU2AL ENGYJEER. � , � t � N o N . � _ � o � � x ON._Y O L7 GOLUI"1hl , � l�' OtJL.Y (4)--2XG (S)-2X� GOLUMN GOLUMN r - - - - - - - - - - - - - - - - - - - - - - � 12" M.L. 21M 7 � (3)—ZX10 �3)-2X8 � C3)—iZ' M.L. � S � � W � I � AT iJf 4?�� � '� GO ZLUMN J I J a� ' (2}-2XiZ � I Q � N � ' 3 � � � i F � � � (V N N + � I Q N � ' J O � � `� C2)-iZ" M.L. " � � ^• V `� 12" TJI/ZSDF �-Y � V ' X �� AT t'-4" I N �' N � SIMPSON tTT HANGE2 � � � �' � X , i GNVE2TE�k TYPIGAL v NQ N , ALL J01STS THIS SIDE � � 4 � � 4� Q � � ' v S/� � � i � N U' ('S)-lZ' M.L. Ot�N._Y � w 12" TJI/ZSDF - - AT 1'-O" I �11"NP� HUTF � � M �2X12 � O " ' UN 12" TJI/2� X � � N AT 1'-4" N I � ,� w � (2�-ZX12 � I .• LP ONL_Y � OPEN � � Q (Z)--2X12 G L MN � � � C2 ZX12 O 12" TJI/Z I _� . � J A7 1'-4" -� � N^ �S)—ZX6 SIMF'SON HUGTF � I X � J �/� �s}—ZX� N � c�► Q � V� W J COLLJMN COLUMN (��12" M_L_ HANGE2 � � (4>-ZxG (4)-Zx �, � I � v cV - - - (�)-12" M.L. J GOLUMN GOWMN � � Q \ - - - - - - - - - - - - - - - - - - - - - - - N l�' l� � [ ; �' � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �9 � — ONLY _ ^ � C�)—ZX12 N C3�-12" M.L. �( � X `� � - ~ tn � X � uP ` Z � C2)-ZX 1Z �-Y ,f1 O `� X AT i'-0" � `n � � GOLUMN '- CZ)-2X12 LP ONL7 �.I dl AT 1'—D" � � � r ���., � � � � � �,,,� ' ��.�` ��l[`�A!_ I� �j%.,,� � �� � an � srg �� �s `, � � , h(i ae;-,� � � y� � SChLC� . r � : • f � V � . 1�4° = 1 �-a� . _ � — � - �' in � (Sl 4 S�� i � MAIN 1.... � V � 1_ � i� AMINC fi� l.._ AN - � ° � C �` - a � W t . 4 \ ,�i9?� � �N L E ••� �: �i �LC' •b���• t�� � ♦ Q 1�4" = 1�—O ,',,����uu�c►�'�,,,` WOO1� �� AMII�IF� I�iOT�S = Z � • W 1. ALL WOOD FRAI"NNG JOISTS SHALL BE TJI/ZSDF TYPE JOISTS 7. HEAOE2S SHALL BE (�)-2X8 lJl�_E�5 NOTED OTNE2 SE. fA AS MAPL�AGTlX2ED BY T2US JOIST MacMILLAN. NC. ALTE2NATES DATE: V ` � SHALL HAVE EQUAI. 02 G�,2EATER GAPAGITY At� SHALL BE 2EVIEWEG� 8. GOWMNS SHALL BE (3�-ZX6 IN 2X� F2AME . WALLS AND BY THE ENG(f�E2 OF 2ECO2D. (��2X4 IN 2X4 F2AME WALLS. O9/O5j9�J � � Z. "M.L." INDIGATES MIG20—LAM BEAMS. AS MANI�AGTU2ED BY REVISIONS ��� n TRUS JOIST MacMLLAN. INC. ALTE2NATES SHALL HAVE THE q- EXTEfZl02 WOO� COUJMNS SHALL BE GONTNUOUS P20M FL002 Y w SAME OfZ G2EATE2 CAPAGIT�S AS LISTED N THE STRUGTU2AL TO CE�ING 02 FLOOK TO 200F. T2N�1ME2S SHALL 8E ADDED 10/20/9S GENE2AL NOTES. TO NOTEO GOLUNW SI"LES AS 2EQlJ�ED. � �. ❑ INDICATES GOLUMN DOWN tJN�ESS IN�IGATE� B7 "LP ONLY". ��' NDIGATES INTERIOfZ �EA21NG WALLS. FLOOfZ JOIST � BEA2MJG LOGATIONS SHALL LN�E LP WITH STI�S DELOW. �y 4. � INDIGATES GOLt�IN U° AND DOWN UNLESS !T BEA2S ON (I. EXTE2tOR S'fUDS SHALL BE SPAGED 2'-D F02 WALLS � CONG2ETE WALL OfZ FOOTING BE.I_OW. SH02TE2 THAN 10'-0". STI�S SHALL BE SPAGED P-4" � Aa F02 WALLS SHOfZTE2 THAN 14'-0 Ai� HIGHER THAN 10'-O. ^ i S. ( ) q.nICATES TOP OF 6EAM ELEVATION. � � J � V � 1�. ALL BEAMfBEAM AND BEAM/GOLL�IN GOt�G710NS SHALL 0E � N� 6. NJDIGATES TOP OF ST2LIGT[�AL FL002 SHEATH�iG MqpE I.JITH SA�PSON STEEL PLATE CONJEGT02S UNL.ESS NOTED W�o ELEVATION. OTHE2WISE. � � � � N o N _ O� . I - o � � . � � � ' co2i_uN N , N �3) ZX8 l9 � \ � �" (S�-zX8 C��ZXB \ � X ' � . (4�2X�o � \ ; . 4 , ' GoLUMN X � ' � (4�-2X6 � , Z \4 COLLJMN ; • � C6�-2X� � ,_ _ - - L2�12' TJI/��DF GOL_UNNJ ,j g4 (� A 1'-4' � - � v1� � (� 7 r �� Z � 12" TJI/25DF � � , _ - - - AT 1'-4" ' � - - - _---- _ - • • ' SNp� HJTF 0 • -^ , - . _ � � � � , � V X - (3}}12' M.L. J � - � � �, - - � _.! v (2)-12" M.L.'� -� ' _ 12" 't'JV2S�F iV - - - ...—���-- ----+— ----��-----�---b � � �. _ - - - - - , AT i'-4' \ � � � - N 2 � � (Z�12" TJI/25DF X ; - 0 •• AT 1'-4" � v � w - ; \ - J J � Q � W "' � - - � � � �j M � , � � O J _ � V � W � - N N AT 1JI�25DF �` 1� . � � � � '� k � � � � J ' � .j v � � . � ' lq ' � _ __ ,� � � , � - (s�-zx� O ' iV - �9 GOLUMN � 2Xi2 ST2UGTtX2AL FASGIA � ' ^ J (ATTAGH TO EACH ..lOIST � � � 12" TJI/2� �F ' m LJITH (2}-S�PSON L90) (��-12 .L. � • (S�2X6 (3�-2X6 (S}-2X� AT 1'-4' J 1/! X G COLI�'N GOLUMN W♦ ^ � STI� GOLUMN CO ZWMN � � v �(1 (�)-2XiZ J GOL-l�"N Q - - -� i � � � I I �^ C3)-2 lZ X M �.A 2 -12 TJI 2SDF NQ ' . V / AT 1'-4" � I I X W `� ' O 8X8 � � � ' GOLI�'N �(1 � - - �9 _ - - 5 - . � - - - - .���� �u. Q ,,,..••pOidALD '�•..,, o fi� 00 � � � AMINh �' � AN �� �: • � fo :��-. .— � G . C ' F:� . 1�4� - 1'-O � i � ' * � -' Z ROOF Fi�AMIi`16 1`IOT�S: SC� : ,c!'1„� G��: p r i/4" = 1 '-0" � M ,'�.�T�` O'i .•*Oct�'�`'. .�. 1. 200F SHEATHN�IG S/8 (40/20 SPAN 2ATING). STAGGE2 PANEL EN� � ����,�� CO���.• � � V • JOINTS ANO FASTEN WITN GLI� AND lOd NALS AT 6 MAXIMJM ALL VJ EDGES ANO 12" MAXIMJM OTHE2 SlPP02TS. O Z. 2E: A2GHITEGT F02 200F SLOPES AND BEA2ING HEI6HTS. S. ALL HEP.DERS (3}-2X8 t�._ESS NOTED OTHE2WISE. w • Z ' 4. AL_L_ GOLUMNS SHALL BE (�)-2X� l�L._ESS OTHE2WISE NOTED. W � 6. ALL HEAOE25 LONGE2 THAN 8'-O SHALL 2EQU�E 2 TR�1 STUOS � AI� 2 KWG STIJDS EAGH SIDE. DATE: � � P20 IDE SLOPED HANGE2SA T raL.OPING JOISTS. �ED °T�w��' 09/05/95 � 1 � 0 S Y a 7. ALL BEAM TO GOLUIrW GOhNEGTIONS. BOTH TOP AI� DOTTOM. SNALL 10/20/95 D�ETA�NPSON PLATE GOMIEGT025 L�ILESS NOTED OTHE2WISE ON � 1/3/95 � � _ a � - 3 - � 3 � � ��< t1G . � . _ , _ � , . � , , 3 . _ = ° Y z� ,���r. *..�, �_ � ` . - . � `- , ' - - - - - - - - - z _ _ - - _ _ _ _ _ _ - _ _ ' _ _ _ , i.= _- _ - � ' - . . ' - : � . � " , .. , ' � ' � GENERAL NOTES � � � - � � � , . �t�.u�e�.s.u���: � - A . ROOF 80 PSF D . �NO SPLICES OF REINFORCEYENT SHALL BE MADE EXCEPT AS OETAILED OR 6. DUIPliRA � M SHEATNING SHAIt BE tHf TNtCKNESS SHOw N ON PLANS N ITH TNE iACE : - 3 ' � � AUTHORIZED BY TNE STRUCTURAL ENG INEER . LAP SPIICES . w NERE PERMITTEO , GRAIN PERPENDICULAR TO SUPPORTS w aH END d01NTS STAC6ERED , N B . TYPICAL F100R 44PSF SHALI BE A MINIMUY OF 36 BAR DIAMETERS UNLESS OTHER � ISE NOi' ED . IIAKE 7. INSTALL SUITABLE EDGE SUPPORT 8Y USE OF PLYCIiPS . TON6UE ANO � N ALL BARS CONTINU4US AROUND CORNERS . 61t00YE PANELS OR SOLlD N► 40D BLOCKfNG BET� EEN SUPPORTS . � C . w tBASIC � IND SPEED 8p M pH E . PLACE TN 0 �5 (P ER 8" THICKNESS ) � ITN 2'�. PROJECTIO N AROUND ALL E . PREFABRtCATfD w 000 MEM BERS SHALL BE THE TYPE NOTED ON THE ORA� IN6S � . 2. EXPOSURE B OPENIN6S IN CONCRETE wALLS . SUBS . AND BEAYS . ALSO PROVIDE Tw 0 AND SNALL BE '�CIa01ST ' AS YAMUFACTURED BY BOISE CASCADE CORPORATION . � #5 X 4 -0DIAGONA !!T AT EACN CORNER . ALtERNAtES SHAlL BE REYIE � ED BY TNE EM& lNEER . w EB BIOCKlN6 AMQ Q � D . EARTN4UAKE ZONE 1 BR1061NG TO BE AS REGUIRED 8Y THE JOIST MANUFACTURER . f . CONTINUOUS TOP AND BQTTOM BARS IN w ALLS AND BEAMS SHALL 8E .�. 2, jjDN -STRUCTURALELEYENTS : SPLICED AS FOLLOw S : TOP BARS AT IIIDSPAN , BOTT01� BARS OVER SUPPORTS . G . PROYlDE BRiDGiN6 PER MANUFACTURERS RECOYNENDATIONS UNIESS OTNERN ISE NQTED ON STRtICTURAI flRA� INGS . w OOD TRtlSSES SHAII 8E DEStGNED TO FDtFtll � A . ELEYENTS SUCH AS NQN -BEARIN6 PARTITIONS � ETC . ATTACHED TO AMD �0 R SUPPORTED G . PROVIDE ALLACCESSQRIES NECESSARY TO SUPPORT REINFORCIN6 AT POSI- STRESS REaUIREYENTS ANO /bR LOADS NOTED QN DRAw INGS . SHOP DRAw IN6S . 8Y THE STRUCTURE SHALLTAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL TIONS SHON N ON THE PU1NS . ALL REIMFORCEYENT TO BE HELD SECURELY SHALL INCLUDE CALCULATIONS AND BEAR TNE STANP OF A RE6ISTERED EN6 {NEER . MOVfMENTS . IN PROPER P4SITION IN ACCORDANCE N ITH ACI 318-�1. ' C� N . LAYINATED YENEER LUYBER YEMBERS SHALL HAVE THE FOLLOw IM6 STRESS � 3, fOUN �ATIONS : 6. STRUCTURAL �j� CAPACRIES : Fb = 2600PSI� E = 1 �800�OOQPSI� Fc = 750PSI� F � = 2A5PSI. BUILTUPYEYBERS = � A . ALLSTRUCTURALSTEELSHALLCONFORY TO ASTY SPECIFICATIONS A38EXCEPT SNALL BE CONNECTED IN AC40RDANCE N ITH YANUFACTURERS RECOMMENDATIONS . _ A , YAXIMUM SOILDESIGN PRESS�fRE 2000 PSF PIPE COLUMNS w HICH SHIILLCONFORY TO ASTM A53AND TUBE COLUYNS TO CONTRACTOR SHALLHAVE THE OPTiON OF USIN6 31/1. OR 51 /�. wiDE MEYBERS . B . CONTRACTOR TO FOLLOw ALL RECOYMENDATIONS IN SOILS REPORT N0 . 9519 ASTM A500. 6RADE B . UTEST EDRIONS . ANCHOR 80LTS SHALI BE A307STEELAND g, ��L. BY LKP ENGINEERING , INC . DATED 6�26�95. MISCELLANEOUS EYBEDDED ITEYS SHAlL BE A36STEEL. � I� B . STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE A . ENGINEERS ACCEPTANCE YUST BE SECURED FOR All STRUCTURAL SUBSTRUTIONS . � C . ALL F40TIN6 BEARING ELEVATIONS SHOw N ARE ASSUYED . EXACT BEARING w ITH LATEST PROVISIONS OF AISC '11ANUAL OF STEEL CONSTRUCTION " rn � ELEVATIONS SHALL 8E VERIFIED IN THE FIELD � ITH ACTUAL CONDITIONS BY B . VERIFY All OPENIN6S THROUGH FLOORS . ROOF AND w AIIS N iTH YECHANiCALAND CONTRACTOR M ITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOY OF C . UNIESS OTHERw ISE NOTED . USE STANDARD FRAItE BEAw SHEAR CONNECTlONS ELECTRICAL CONTRACTORS . VERIFICATION OF LOCATIONS . SIZES . LINTELS . ANO V` r- FOOTINGS SHAl18E A MINIMUY OF 48' BELQw EXTERlOR GRADE . REQUIRED CONNECTIONS ARE COMTRACTORS CQYPLETE RESPONSIBILITY . w ITH STEEL BOLTS OR � ELDED EQUNALENT . SELECT CONNECTION AT EACH � � D . All F80TINGS ARE TO BE PLACED ON FIRY � UNOISTl1RBED . NATURAI SOIL SPLICE TO SUPPORT 60x THE TOTAL UNIFORY LOAD CAPACITY FOR EACH GIVEN C . PROVIDE All EIIBEDDED ITEYS IN STRUCTURE AS NOTED ON ARCHITECTURAI. OR PROPERLY COYPACTED BACKFILL. APPROVEO BY THE SOILS ENGINEER . BEAMi AND SPAN . ! YECHANICAL� ELECTRICAL. AND STRUCTURALDRAw IN6S . YISCELUNEOUS . DENS TIY UNLE SBO HERw ISE RECOYYENDED�IN �THETSO LS REPORT IF SOFT D . YIN {YUM w ELDS TO BE AISC AND �bR Aw S BUT NOT LESS THAN 3/16° CONTINUOUS AND iilSTAL ED BY CONCR TE CONTRACTOR` STEEL SHAII FUIFILLASTM A36�ER O O SPOTS ARE ENCOUNTERED REMOVE SOIIAND RECOMPACT IN ITH APPROVED FIILET UNLESS OTHERMI ISE NOTED . � V Fill. �tf : SOiI REPORT FOR DESCRIPTION Of BEARIN6 SOlI.) D . PROVtDE ASPHALTIC NASTIC � OATING ON ALL STEELAND w 000 EXPOSED TO THE E . AL! w ELDERS SHALL HAVE EYIDENCE OF PASSING THE AMERICAN M► ELDIN6 EARTN . A{ � E . 00 NOT PUCE BACKFILLA6AINST BASEYENT � ALLS UNTILALLATTACHED FLOORS SOCIETY STANDARD QUALIFICATI4NS TESTS AS DETAILED IN Aw S D1 .1 . w ARE IN PLACE . E . SUBYIT SHOP AND ERECTION ORAN INGS TO ENGINEER FOR REVIEN OF ALL � �.. 7, NON -S_HRINK_�,g,Q,(�j; STRUCTURAL STEEI. THE YANUFACTURIN6 OR FABRICATION Of ANY ITEYS F . CENTER ALL FOOTINGS UNDER � ALLS . COLUMNS OR 6RID LINES UNLESS OTHER � ISE A . NON -SHRINK GROUT SHALL BE PROYIDED AS FOLLOw S : PRIOR TO w RITTEN REYIE • OF SHOP DRAw IN6S w Ill BE ENTIRELY AT THE RISK Q NOTED ON PLANS . 1 . BETN EEN STEEL COLUMN BASES AND FOOTINGS . 4F THE CONTRACTOR . � � G . CONTRACTOR TO PROVIDE , AT NIS EXPENSE . FIELD DENSITY TESTS ON COYPACTED Fill F . wATERPR00FiN6 , YAPOR BARRIERS , ETC .. SHALLBE AS SH01NN UNDER FOOTINGS AND INTERIOR SLABS -0N �6RADE . A If INIYUIi OF 2 REPRESENTATIVE g, � QOD : ON THE ARCHITEGTURAL DRAw INGS AND AS INDICATED IN THE SPECIFICATIONS . .. TESTS SHAII BE TAKEN FOR EACN FOOTING ANO SLAB -0N � RADE . Q N . NOTIFY SOILS EN6INEER w NEN EXCAVATION IS COYPLETED SO THAT CONDI- A . ALL FRAYIN6 AND TRUSS LUYBER SHALL BE DRY DOUGLAS FIR , LARCH , GRADED BY G . ALl DIYENSIONS ON STRUCTURAL ORAw INGS SHALL BE CNECKED A6AINST FIELD 1�/1 � TiONS YAY BE INSPECTED PRIOR TO PLACEYENT OF AHY FILC OR CONCRETE . M► ESTERN w OOD PRODUCTS ASSOCUTION AND CONFORYING TO UNIFORY BUILDING ARCHITECTURAL DRAw INGS . p.i� CODE AS FOLLOW S : . 4• ���+ . 2" THICK -4" w tDE STUD fb = 800 pai A . ALL CAST �FI � UCE CONCRETE SHALL BE YAOE w ITH TYPE i PORtUNO 1" TNICK -6' � w IDER N0 . 2 Po = 1250 psi � � C � MENT . STONE A6GRE6ATE AND SHAII DEYEIOP 3000 PSI COYPRESSIVE 3" THICK -6" dt N IDER N0 . 1 Po = 1350 psi STREN6TH IN 28DAYS . N4TED ALLOw ABLE STRESSES ARE MINIYUWS AND FOR NONREPETITIVE U5ES PRIOR TO O. - ALLOw ABLE STRESS INCREASES . � � 8 . THE YODULES OF EIASTICITY OF ALLC4NCRETE SHALL EXCEED iN c� � 33fc B . PROVIDE 1 X 4CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALLw OOD JOISTS AND 2X � O (OR 57,OOOfc NORIIAL w EIGNT CONCRETE � SOLID BLOCKING BETw EEN JOISTS AT All SUPPORTS . FASTEN ALL w OOD YEYBERS � w ITH COYYON NAILS ACCORDING TO THE UBC SCHEDULE UNLESS OTHERN ISE NOTED . M C . CONTRACTOR MAY POUR SUBS -0N � RADE CONTIMUOUS AND TROMI ELCUT JOINTS . JOINTS SHAII BE SPACED 10 FEET AND CUt t " DEEP X 1�8" M IDE N ITNIN C . LAYINATED BEAMS X �PPEO TREATED V1 W 12NOURS AFTER POURIN � . CARRY ALL SLAB REINFORCEYENT THROUGH JOINT . t . ALL LAMINATED YEYBERS SHALL BE FABRICATEO OF DOUGLAS FIR URCH AT 12 PL.A7E � VZ'� x to' D . SLABS , TOPPIM6 , FOOZINGS . BEA �iS AkD N► AtIS SHAIt NOT HAVE JOINTS IN N � RCENT MOISTURE CONTENT IN ACCORDANCE w ITH w CLIB . All SIZES SHO � N ARE AIJCF�102 BOl�TS AT 2'-0' � Q A HORIZONTAL PUNE . ANY STOP IN CBNCRETE w ORK MUST BE IIADE AT THIRD 2. UYINATED YEYBER SHALL 8E DETAlLEO AND FABRtCATED IN ACCORDANCE IN ITN TI� E EXTER102 � "'"' POINT OF SPAM NITH VERTICIILBULKHEADS AND HORIZONTALSHEAR KEYS STANDARD SPECIFICATIONS FOR THE DESIGN ANO FABRICATION OF STRUCTURAL SHEATHING UNLESS OTHERw tSE SHO � N . ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS GLUE LAYINATED TIYBER . LATEST EOITION AS PUBLISHED BY AITC . ' � REVtEw ED BY THE EN6INEER . 3. PROVIDE UNITS CONFORYING TO AITC 111� 22FV8. D .F. FOR CONTINUOUS M"'I (n YEMBERS AND CANTILEVERS AND 24FV3 FOR SIMPLE SUPPORT YEYBERS . E . ALL CONCRETE w ORK ANO REINFORCEYENT DETAILIN6 SHALL BE IN ACCORDANCE w ITH Y EYBERS SHAII BE DESIGNED w ITH ZERO CAI� BER w ITH TOP SURFACE (2)-� 2Xio cvNT. LEDrE2 O ACIBUILDIN6 CODE 318 LATEST EDITION . UNLESS NOTED OTHERN ISE ALL EXPOSED CLEARLY STAYPED ON EACH MEYBER . W/ 3/4'm x �" ExPA.�ioN ED6ES OF CONCRETE N ORK SHAII HAVE ta INCN CHAY FER . USE STANDARD HOOKS s�.NCt�s �+.T P-�' � ON DON ELS UNLESS OTHERN ISE NOTEO . D . PLYMI OOD DECK AND ,OR w AFERBOARD r-�oo2 �oisT 5. IIIfaRCEYEIiT : 1 . PANELTHICKNESS SHALL BE AS SNO � N ON THE DRAw IN6 . APPLICATION = L��� ��� ' � � 2E: PI...AN J SHALL BE IN ACCORDANCE M► ITH REC011YENDATIONS OF THE AYERICAN PLYW 000 ASSOCIAiION . � �,o�k� A . ALLREINFORCIN6 SHALlBE H16N -STRENGTH DEFORIIED BARS CONFORYING TO 2. EACH PANELSHAlLBE IDENTIFIED wITN THE GRADE � RADEMARK OF � ' . � O ASTY GRADE 615. 6RADE 60 EXCEPT TIES . STIRRUPS AND PUTE ANCHORS N HICH THE AMERICAN PLYN OOD ASSOCIATION AND SNAII IIEET THE REQUIREY ENTS • � . SNALL BE DEFORYED BARS , ASTY DESIGNATION A615, GRADE 40. OF U .S . PRODUCTS STAMDARD PSI� UTEST EDRION FOR PLY � OOD . AII • � PANELS w HICH HAVE ANY EDGE OR SURFACE PERYANENTLY EXPOSED TO . , . 8 . N EIDED � IRE FABRIC SHAILCONFORN TO AST11 A185AND SHALL BE IAPPED THE w EATHER SHALL BE OF THE EXTERIOR TYPE . • s� 4NE FUII YESN AT SIDE AND END SPIICES AND N IRED T06ETHER . 3. FOR FLOORIN6 USE 3/4' T �6 STURD �fLOOR SHEATHIN6 NAIIED AT 4' O .C . � • ALONG PANEL EDGES ANQ AT 10' ALONG IMTERMEDIATE SUPPORTS . � . - Sn�PSON T,o� �1�.�•K..�E C . REINFORCEYENT PROTECTION : 4. FOR ROOF USE 5,8' {40QOSPAN RATING ) EXPOSURE ISHEATHING NAILED AT 4" � �s �.T z'-o � Z 1 . CONCREI' E POURED A6AINST EARTH 3" O .C . ALON6 PANEL EDGES AND AT 12" ALONG INTERMEOUTE SUPPORTS . � H����- • �`N�R SCALB : 2. CONCRETE POURED IN FORYS �EXPOSED TO W EATHER OR EARTN } 2" 5. EXTERIOR N ALLS SHALL MAVE ONE LAYER OF 1 �1" EXPOSURE I SHEATHING � #� VERTIGAL . �4" a 1'-� C� 3. CQLUYNS RND BEAYS �f1E 8AR I 1 ��1" NAiLED RT 4' O .C . AtONG PANEI EDGES . � AT 2'-o xY � 4. SLABS AND N ALLS (iiOT EXPOSED TO w EATHER ) 3/4 � �: P�N B,o�c�L �' � i � �: �.N 6. W � • . cT.�oo-r� YFE A Q . . - � � Z . , , � o " ` : - � � � , ., ' .� � W ' � " � (��-�s (coNr.) DATB: � � 09-21 -95 � �� � 2E: PLAN � • � � - ,..+������ RBVISiONS � a � V O �`o`���NAID ����,�,i�� s � T ) � � ,�. �� •�..• •+���6 ��j 1 �-�i�-9s� � I I ��Zr� � I5TF��,O����;i � v s � � • C�'+r Z �/4� - 1'-O : i s � Y � . � (�� r =r ♦ � . °� i��' t�'":2�' � ` 1 V ° '�9�; . N . ".` : a �i tC� •e. .••• �.�' .`� , a � { � � � _ ''4.aF �COL�.�`�' ...� � _ �, � _ , � _ _ � . � 2X RPPEO T2EATED EXTE210R FL002 JOIST 2E= PLAN 012►VEWAY �'-0 - - " Pl_ATE WTH 1/Z'� X 10' SHEATHM�IG f2E: PLAN - � ANCHOfZ BOLTS AT 2'-O' �'5 AT 2'-0 X Q 4" SLAB-ON-G2ADE � RE: i'L.AN 2E: PLAN I..NTH SINPSON N . TOP FLANGE HANGE2 . t " � � � A� • � � � .. - � - � � 2X8 TREATE� PLATE 6JTH 1/2� y d0 � ' � " � � � ' m X to" �wcHOZ ao�TS AT 2' . !I IIi IHI N� — • ta�-�s co�rre�uous - !� _ =111 ' � . III , � =II • C2Y�s � AT z'-o . � i� ��T�T��J�t7- ' Z�Bl_OGKING NOTE: AT SIMILA2 SEGTION � AT Z'—O O FOOTING SHALL HAVE U}-� H021ZONTAL � RE: A2GH. • ' � X GONT�L10L15 PE2 FOOT � VERTIGAI- ZX4 KEYWAY � AT 2'-O aF FOOTING WIDTH. I�MIJM � � AT MID--HEIGHT � . H021ZONTAL � VE2TICAL #S AT 2'--p X � � AT 2'-O X 2E: PLAN - � � 2E: PLAhJ BAGKFILL LEGS � 2E: PLAN � ALTEfZNATE Q �5 AT 2 -O X � �� - s�s • � Iii III� 2E: PLAN BAGKFA_L. �.�O�.�F j OTq�IG _ �, . � 2E: PLAN 6■ �■ . _ � (T.O. FOOTING � _ - � - — ' � MI�MI.JIM) ��� ���) � - • . O ���� � s ,��� (2}—#� GOI�tr�LJOUS III IIII � .� . . � ' r'` • . � . (Z3-#s (coi•tra�.�ous) =111 IIII , A � ' . � 2E : PLAN M / .� . � ��,-.� �: P�.N 5 � G 101`I � � � T 1 �- . 2E: PLAN s � � T � o N �" �/4' = {'-O � � EXTE2102 STUD WALL . � � � T I O � � �/4' � 1'-O X 2PPE� TREATED 2X GOt�fNU0U5 WTH 1/2" � WITH SHEATHN�IG O • PLATE WTH i/2'� X 10' X 10" ANGHOR 00LT ANCHOR BOLTS AT 2'-O' AT 2'-O 4' GRADE O ' S/4' = 1'-O FLOOR JOIST W WITH W.WF. 2E: PLAN � c2�� co�rra•uous (� ' EXTERIOR 2E= PLAN � . FL002 JOISTS W/ SHEATHING � � EXTEfZi02 STUD PLOOR SHEATHING ' _ j WALL I..NTH 9HEATHN�IG 2E= PLAN .� — =��� � � �. � �.�. � �. � � .� CZ}-�►5 � �ou�_E 21M � ={{I , IIII a JOIST Z • II� � � � . (GC�N"fINJOUS WtTH — =I�I � � . WEC3 BLOGKqJG � . '1/Z' ISOLATION � AT 2'--d' H� 60LTS = III • , � S�M'SON TOP � JOIFJT ��..���NALD���''�• � �z�,,� • r-�aNCE �.n�r� _ ••`' ° • •� '�°� �j M � ♦ 1 EI� �' • � � � AT 2'--O #S AT 2'-O IIII F ' � � � AT 2 --O" � H021ZONTAL H021ZONTAL , � • ` ' z � VE2TICAL e � : � � NOTE= AT SIMILA2 SEGTION = s�S AT M�-HEIGHT 2X4 KEY FOOTNG SHALL HAVE (1}-�S =��) � - X GON1"R•XJOLJS PE2 FOOT _ #S AT 2'-O X� #S AT Z,-O (TYPiGAL) � w O • ' VE2?IGAL i ' •� � � OF FOOTMJG WIDTH. N�1 = � AT 2�-O'� X � BACKFILL IIII '� � : ;�Q. : P 6AGKFILL Y � 2E: PLAN �: PLAN ^ �. — ,+�'.��T�� �i..••" 4lQ'���` 2E LAN 2E: PLAN �„ • . M .I�NMUM) OTING IIII o , ''�.Of CO��•`•� � O (T.O. FOOTING =III �H»in�s O M�IJM) � _ � . � — . (Z�-�S GONTWJOUS �•I . ' � . -� . . . III IIII p . ' � � � . � . •• • . ., ' . � �s AT 2'-O =lII{ � W p • 2 X 4 KEYWAY . . , (`��#S CCONT.) � LEGS ALTE2NATE �ES � ♦ A , . • 0 �z,� - �2�-#S ��0►���5� S � G T I O 1`I 2 � 2E: PLAN � (O� � ` 2E: PLAN 3/4" � 1'-O � - . S � G T101`I 5 wo� �o� - � 2E: PLAN WITH — EXTE2102 STI� V� � � � T I O � � �/4' = 1'-O SINPSON BASE SHEATHINGH Z 3/4' = 1'-O AT 3" TE� pP�aTEp O 2E= PLAN WITH 1/2" � FLOOR SHEATHWG FLrOOR JOISTS INTE210fZ ANC�� 60l_TS ..,� EXTEiZ102 STUD FL002 JOISTS �= P�N ���� WALL AT 2'-O WALL I..A'TH SHEATHING FLOOR O BLOCKING AS SHEATHING �QUr�ED � _ � 1tII o =III T� AT Q SN�PSON A� '� � _ , CuP AT EVE2Y �► = I � ' IIII -4 =III . �"' SEC01�� JOIST � 2X TOP PLATE ccQr•rr�uous) wrrH � - - . Z 1/2 Q ANGH02 BOI..TS _ �2�-�S (GONTIt�JOlJS) � .� ' � . � . � � . �� T SCA�: rA AT 2—O�' , - � ' . � � $/4" = 1'—�" v , . — =III VE T CAL � WEB STFFENER 1 2' WALL SI-EATF#•IG , - - . . - • � • ' , ' - � Mb—}'1E1GHT � PE2 MAh1L�AC'TL�ERS MATGH VE2TIGAL = REQIJREMENTS • - � • ' 2E�ORGEMENT X � �SON�I"�TALY� S'f2AP . � • ' � � i w . . . • . . : � . ' - . . - TYPE A �+ #6 AT MID-HEIGHT • . 2 X 4 KEYWAY GONPACTEO C2AI� AGE (1��4 EAGH • • • . • . . . . �"'� X � � �' 2X� CONTN�JOUS � RE: PLAN BACKF-ILL T2EATE� - t�pTH STUD WALL CONG2ETE ' . • � • . . � • - ' _ / � .� � 9" Z i/2" � X 6" ANCH02 (LOAD ST113 GOL. . ' . � • _ BOLTS AT 4 —0 �A� • ' , • � . • ' (. W LI� aF 2X4 • • � ' I - . , - . . . Foo-r°F TB: � � �� • • C��NGRETE� K.EYWAY ' ' .. ' ' • . . ► - � • BEY 21 _� � . , , � : ' - . ' 4 FOOTNG - � _. - • g o � � � � • ; . � . ' - � . ; IIN - ° (Z��s ccoNr.) . _ - - - - - - � - - - - - + - - - = - . .� , . Ioxs Y . 10-ZO-�S A . - - ' ' ' : (S�#S (CONT.) =��I ���� O • • . . - f � . • . , (4�-�5 � 2E - PLAN . ► •I . � � 2E= PLAN �S AT 1'-0" — 2E: PLAN � � � � � ( O � �7 NoTE: a-r �.R s�c-r� _ aA � � �, T � o � � �,4 = ��_o � FLOOft JOISTg FRAME U , � x ���� S � G T I O T`I � �►.� T� � ,..�.� 1J S � — � '�/4' a 1'-D Ct � 8A2 PE2 FOOT CRE= SEGTION 8/SF�ET D52) g�� - ' ��ING WIDTH. ' 3/4' = 1'-O � ., EXTE2102 STUD WALL , WITH SHEATHNG ��� EXTE2102 � ?s/8' STEEL PLATE EXTE2102 STUD WEB STFFENE2 STW WALL N GONJEGTU2 L.NTH WALL WITH SF��A.THING FL002 .101ST 2X ���' F1.002 JOIST � N {4}-3/4'� X 8" LAG-BOLTS 2E: PLAN At�C.� (2�-�/4"� THRU-E�OLTS S�PSON U �AT�HING�� � ('SEE BEl_Ot.J) FL002 SHEATHING HANGE2 � 2X DECKING � � FLOOR JOISTS �� � � � 2E: PLAN I..pTH , ; �� � �' � ., SIM''SON ITT HANCE2 '� �h �w ���� ';'; tC ' �i FLOOR SHEA?HWG � j�j � ly ipI h�. A �,�� \ � ' � 1�ry G�1 �� � r. � �11� p`� � � YI 1 , � �� 1• . r � � , , �, 3 BLOGKING � �N � � � " M.L. BEAM EXTERIOQ STIb WALL MIGKO-t,AM ESEAM ��i : ; 2E: PLAN WITH SNEATHING 2E= PLAN WEB ST�'"fENEft REQU�Ep ��R �T I� DEGK JOIST .^ �; p�,qN EXTERIOR �s l STI.b WALL 2X CANTILEVE2 JOIST RE= PLAN M � MIG20-LAM ESEAM G�,.1,� ,�! � tZE= PLAN WITH ! AOT 4'��O.G. (2 ROWS) M SINPSON MIT HANGER 4�� 4,� �YOND M OEAM s � � T � o N 4 � � � I O � I � w 4» RE: PLAN 3/4" = 1'-O �/4' = 1'-O O • 8� � GLU-LAM �EAM EXTERI02 WALL Fl� 10 ROOF 6EAM � � ,4. f2E: PLAN WITH SHEATtNG EXTER102 97'ib WALL BETb.�EN KNG `�Tl�'� � U � MIGtzO--LAM BEAM WTH (�-KNG�STI� EACH � 2E: PLAN ��DE pF GL�}.-LqM (�E/�'I � J . "� � r ��E �H q 2X G�EGKING � I C4)-�/4"� X S" LAG �: PLAN � n , iN BOLTS i/4' X 4° X 1'-G" \`/ Q \ 4 2 q�TEj,�pg F�L FLOOR JOIST STEEL tCt�E PLATE � � • � WITH (4)-�/4 � �' PENET(ZATION �` p�N TI-�U-BOLTS FL002 w SF�ATHING E PLAN Q S � GT101`I h � : �� - ,� M 3/4� a ��-� ' . � '�� � w � � � — O Iol O � � rQ J p SINPSON ►�JG I o i C2}-�/4' � 210-� N1AX � _ r TN2lI--P�OLTS A HANGE2 � W o c-�.u--�M cot_tx� � (� �: r�aN . C� � — _ � GLl1-LAM BEAM -■--A — RE= PLAN �/4" � i'-O � � EXTE2102 WALL GL.LJ-LAM BEAM CANTN_EVE2 ,`�����n� � m����� � WITH SHEATlNG (GANTILEVE2) ��. �pNAID � ., 2E= PLAN � � �/ I o N 2 ��,~ • • ER •�� �s�s� � � � �� '�t�c"' �/8" BENT PLATE ' � SADDLE (I�N�.2TED) �/4" = 1'-O : � � � WI'fH (���/4 � TF12U- (2)-2X� KING STUDS � �"� BOLTS AND 3/8" X 9" WITH (3)-3/4'� X 8" T 0EA21NG AND SIDE LAG--BOLTS y � s� � ��;:p � PLATES (SIM. SEGTION 2/S2) • ` Q ��'�9�'�' ;:..••��tQ'���, MIC20-LAM OEAM WALL '�•;�OF Cp�.���•�` C� 2E: PLAN SHEATNING EXTE2102 STL� Q - WALL WITH 2X • G02NE2 GOLLJMN FL002 JOIST � `/ � G T � O �I � �: PLAN 2E: PI..AN , 'e I " - 2X �EGKING FL002 Z ��. �1 �; `� �/a' � �`-o � SHEATNING SCALE: , ,f _ s/4" a 1�-0" � � �. ,�, N i ' yl Y I x n . 4 z TYPE A Q MIGRO-LAM 6EAM 2E: PLAN Z , Zx cou�rv� W � f�E• PLAN N�1 EXTE2iOR DATE: N STI� WALL DEGK JOIS7 RE: PLAN WITH � p sm�soN u ►-�.NC�z s-ru7c��w�P. � 49-21 --95 n 3IONS Y � 0-20-95 � , • ♦ � � � S � � TioN � S � � T � oN � _ . A�ffl �°; 3/4M = ��^� 3�4� s ���� D � � � �o � IJ �/► y�N�► ii � ROOF JOISTS JaDO�fL Ff2AME WOOD BEAM . _ 2E: PLAN WITH 2E: PLAN 2E: PLAN . WORKPONJT FOfZ 204F BG>TH RAF?E2S �ppF �q-r�G SHEATH�IG M � ANGLE EVERY ' DORMEft RAFTER �NGEQ CNVE TED) 0 N BLOGICR�lG � � � —� 5 � � �______ � o t� ( �E�-. pLRN� DOUBLE 2X +� � TOP PLATE � BLOCKING • 200F JOISTS � SHEATHING 2E: PLAN SINPSON U HANGE2S ' , � � MICRO-LAM BEAM EXTER102 STEM � O� 2E: PLAN I,JALL WITH SI�ATHING � MIGRO-LAM 21UGE BEAM 2E: PLAN I� SNPSON LSSU MIG20-LAM BEAM � HANGER (TYPIGAL) 200F JOISTS �: P�'`N (Z)-K�1G ZTtX�S PLYWOOD SHP1 � 2E= PLAN EAGH SIPE EACH SIDE � r OF GOLUNUJ � � � S � G T I O 1�I C s � � T � o N � s��-rion A-a �/4" - 1'-O �/4" = 1'-O . 0 � + • V O . U • ROOF SHEATH � J R�� 200F JOISTS SHEATHING j2 2E: PLAN NOTE: 200F JOtSTS FASGIA AT SIMILA2 SEGTiOhI� � 2E= PLAN � 2E: A2GH. C3)-KMJG STUDS ON S OPE SIDE OhLY Q OLOGKING 3 �` � • � / � � w ! a e 3 �' 0 Z � A 2P,FTE2 --� M OEYOND -- � � ' ' x V MG20--LAM OEAM ' �" � � ^ 2Es PLAN 1 1/Z" 3" 4° MiGRO-LAM 6EAM � , - ' � � ' I' � I � w 2E: PLAN FASCIA ' � � ' • 2E: AQGH. " II � I �„� _ O � � � � - - N MIGRO—LAM W1J�OW ; � � I) I O _ 2E: PLAN �� I , , I � ,; ; �- J FU2 AS 2EQU12ED " EXTE210R STUD WALL � � W EXTE2102 STUD WALL ----�.!I i / WITH SHEATHING �` GW-LAM 6EAM WTH SF-EATHING BEYOhID �� � 2E: PLAN tq 3/8' BENT PLATE tl n� (2�3/4" � v SADDLE WITH (1)-3/4"� TF�U--BOLTS Q TH2U--BOLT IN � � HORIZONTAL BEAM AND WOOD GOLUMN C2�3/4"� TH2U-60LTS Gl_U-LAM OEAM 2E: PLAN p� ��p� �A�.,� (MAIN ROOF) � S � GTIOI�I � � � G Id1�I RE: P�.p.N 5 � G IO � cn T 4 T 1`I 1 z 3/4" = 1'—O �/4' = 1'—O 3/4' = 1�--0 O 012�SMOUTH SEAT �, CUT (DO NOT OVERGUT J BLOGKING �I JOISTS) SNEATHING O 12 t4 200F JOIST v f�00F JOIST S �, v' 2E: PLAN �. ��NALp �, � � � � ���' '�. 2E: PLAN Z �= BI..00KING , ��•�` O• • • RFOD�i�G : . . � . Z � • • S Cp • � _ .5�.'�i : • � ' 3/4° = 1'-0" � � 2 � •r • 4, � .�.� x N. � = �'�.: •:: o : - •.,',9Tb �oN � •,. 0,.� � � ��� °�P�� TYPE A W - ��''FOF COL��.• C� BEA2ING GLU-LAM BEAM GLU-LAM BEAM 2E: PLAN 2E: PLAN Z �.sc�n. W 2E= A2GH. BI2DSMOUTH SE-AT �. SN�PSON Ff.� GLP � IN JOISTS) � F SCIA GUT (DO NOT OVE2GUT 09- 2T1R—. � EAGH JOIST �� A��- „ EXTE2102 STUD WALL EXTE21Qf2 STUD WAU.. � 4 WITH SHEATHING WITH SNEATHNJC.� RBVISIONS 10-20 -95 a W H OEVELED PLATE NOTE= � AT SIMILA2 SEGTION. � EXTER102 STI.� WALL. IS REPLAGED 0Y � � G O 5 ��..��oo� �� � an � 1...� T � I ' � � � T I O i t � � �� 3/4" = 1'-O 3/4' = 1'-O � � T �� � � �