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GLEN LYON LOT 17.pdf
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ARCA[TECT P.C. � ALL RIGHTS RESERVED 2x6 GEDAR RAI L CAP ������ ix4 CEDAR TRI M IN°,�,�,;;o'��s;,�,�, / \ � � / \ sFxv�ce,�s�rxora�crroe �' �� / / � 8x8 GEDAR P05T ������"�- /� '\ AR(�7EGTP.G,ANDi3NOTTOBE . �� �� �� 2x3 CEDAR PIGKETS °��,'�►�ow.oNOF O O 2x12 GEDAR FASGIA \ / � 11 � � �va�nxs�,w.irwxouc,ffx \ �,r�, / \ / � \ / O '� ,' CUT STONE BAND ��n���G ,R►T���o�� _ � IRON RAIL{NG WORICON Tf�DItAR'ING3. 7HS CONTRAL7'OR BHALL HFPORT ANY VARiw'RONS OIt DiS(.'RFPANCffS ' lUI}IBARQ�II18GT13EFOBB O O PAOC�ING . 1`"fID LEVEL 8175'-0" ._.� �._. 13x18 WO+:�D GOLL�MN ,,,� — -"— � — �"n'"BY° R-1N ._.,. ---- � .o.._ _— ---' """ �� AUG. 20, 200� FINISHE�� CrR.�ADE ,��QF C O��� • �:�`"� �"�`. idXl5�"INCr GR�ADE Q' 9Q �'x6 CEDeAR TR I M — , ES � �:.L.AU WIND0IN A��ID L�00'R UNITS -'-- RIDEN ,k �� � 0 �, :?x12 CE1.�AR 13AN1� BC�ARi� ———— �� V CUT STONE CAP 2 —� ��` .`�V ::�-ror�� v�n�F�:R s? �SED AR��` . , , , . , . . GARAGF L�VEL 8163'-6" � ---- � � — , ! � � - - -'.� .� — _- — � l -~ � �� � ��� !i' �� �� �� l :� .,.�� �'�' �— _ +• '« r �'� � '�,.'.. ..� = I�T(�RTH�irEST ELEVA'TI�l'�T �CA]LE 1/4" = 1'-0" . . . . . . . . . . RIDGE 8208'-q 11/t(o" � -- " � U W " I � x Z U RIDGE 8203'-7 3/16" w Q . . . . . Q c� � ,� o RIDGE 8201'-3 11/16 �+ N w . . . . . . M� F ' � NC�a N F. wp•-��- �., RIDGE SlqB'-7 3/16 �+ ��� � . . . , . . ,C �0 0� z � �V c' ~ \ -- �—, w ..r. z c=.,,a o 4 O�-+� U 30 w ��v w •� / '� a ' Q \� \ /. .\ w �, . j.-� O � . . . . �. .\ � W � / \ / \ pa � 27 � 24 ./ � .\ / W '� /' � _ . UPPER LEVEL 8185'-0" . � �� . . . � � � I i � � �� .� � � �� �� �� � � ,\ . �. I � � � ,� � � . 39 . 14 . i3 �.T.� �, � O :� � \ / / / 12/�� � l � � / tb I � � •i i / v �--+ � '� �� Z � � � � � . ; , I"fID LEVEL 8175'-O" n � � n H \ ` � � � � \ � Z O � � � � � � o � R W � � � . . . . . . . � � � � � -' � � � � � � � � � � � RIDGE 8203'-7 3/1�' � . 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ARCHTI'ECT P.C. /. � ALL RIGHTS RESERVED . � rmsnoca�rrr.�rmrjmma+s � ,8 SW 7RDU�1@7!OP PROFR59IONAL 88RViC8,i$7H8PAOP0tl'YOF ' SiBVSNIA►II'iSEmH�I w�• ARG�75LTP.f..t1�IDIS 7dOTTOH& USPD IIJ WHQ[80R PAAT MIIiOUT THC WRII7FNAU7AORI7A770N OF SISVFN7ANE8BIDfiN 1H6 GiON1BACYOR SIiAIL IHOROIJaHLY UPP�R LEVEL 8185'-0" ������G ��n«��� • . . • • • . -- THAT78OS6S{IOWN4Amcf'r VVORKON1i�DRAWRd03. 1HB OOS�TPBAClbB SFiAlL BPpOR7 AAY VARIATTONS OR DLS(]tEP�T7C6iS 7+01HB ARCE�1'BS.T BB[+ORB PRO(.�ING /' '\ � � I � I DRAWNSY: �� � 6 4 � �►�� AUG. 20, 2004 •� O �� 5 �•/ 17 � . �,a+� �„t. \ / - -- - -- � � � � ' � :v�� a»5�_p�� / . . ,� . . . . oF �o�o ..— ����' �� �9� � �� -_ o � _ RIDEN � `� 2E� f �D v � . • �F�, ��'��`' � SFp A�G / / / / CARAGE LFVEL 8163'-6" � � . . . . . . . . . . . . . / � / / SC)UT�I�ES�' ELE�TATION _ � . 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ARQ�ISCI'P.G,ANDiS2vOT'['OBE MID L�VEL 8175'-0" u�AiWFIOI.EURPA8TW12HOUT 7HG W W79IIiTi AUIHORI7.ATi0NOF . . . STEVFN IAMaS Y1D&I lli8 CONIRACfOA SFiAI.LTHOROUGifl,Y iP19PECP AND SURVEY E7Q57iNG FN{LD CODIDIIIONS ICl VB&IFY � rnwr�siose sROww a�cr wo�ucoxr�nxntvnvos. - TA8CON7RAC10ASHAILRBPORT Mtt YwRiw7i0�75 OY DLSCkHPANC�S ID'IHE ARCHff&(.T BEAORB . PROCSGDINC ` ` DYANTIBY: �� �QU I P ` � AUG. 20, 2004 C ARAC E y ��D"'� �'"`� ` GARAGE LEVEL 8163'-6" � �,oF �o�o,� � 90 �� _ O � .,� RIDEN � 2 �4 � `� �� �� � �'Fiy .� ��'� � SEp ARG BUIT.DII�TG �ECTIOl�T AA � sc�,� ��4° _ ��-o�� � � � "`��0�D ��•�y�j� � : y � � �,e :�, � `'-'• :.� o:o:`� �,�y � °�d%�d' '''� �, H 03 IRC 7ABLE R602.3(1}OR 2003 fBC TABLE 2304.9.1 FOR GENERAL REQUIREMENTS: '`��j0��` ` � � GENERAL NOTES: PURCHASE RESIDENCE JOB#070304 8. REFER TO T E 20 CONC.STAIR SLAB 6"MIN. MINIMUM FASTENING SCHEDULE. A COPY OF THIS TABLE CAN BE PROVIQED 1. CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL QRAWINGS PRIOR TO UPON REQUEST.AS STATED fN SECTION 2304.9.5 OF THE 2003 ISC SECTION CONSTRUCTION. DO NOT SCALE DRAWINGS. CONTACT ENGINEER IF THICKNESS W/#3's @ i2" DESIGN CRITEPIA: 2304.9.5: FASTENERS FOR PRESERVATIVE-7RF�4TED AND • DISCREPANCIES IN DIMENSIONS ARE DISCOVERED, EA. FIRE-RETARDANT-TREATED WOOD SHP�LL BE 4F H4T-D{PPED ZINC-COATED � '� �e � ROOF LiVE LOAD (SNOW LOAD): 80/100 PSF , #3 CONT. @ N�SING,TYP• D LOAD: 15 ps GALVANIZED STEEL, STAINLESS STEEL, SIUCON BRONZE OR COPPER. 2, THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE. `�" a � r` RUOF DEA FASTENINGS FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED lN AF&PA . � N � � FL�OR LIVE LOAD: 40 PSF THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED �t ao .�- c"� FLO(3R DEAD LOAD: 30 PSF TECHNICAL REPORT No.7. CONTRACTOR WITH EXPERIENCE W THE CONSTRUCTION SYSTEMS AND � 4 N �- t� M 100 PSF D TO JOW TECHNIQUES DESCRIBED. 1'HE CONTRACTOR SHALL PROVIDE ADEQUATE �_� d x °� � � DECK LIVE LOAD: 9. UNLESS NOTED OTHERWISE,STEEL CONNECTORS SHALL BE USE - . _ � � DE K DEAD LOAD (DRIP THROUGH): 10 PSF EAMS SUCH AS SIMPSON S7RONG-TIE CONNECTORS OR SHORING AND BRACING lN THE PROPER SEQUENCE,AS MAY BE REQUIRED TO c� O 'd" 'd' G RAFTERS,JOISTS AND B , SEE PLAN �o . � � � DECK QEAD LOAD (W.P.STONE): 55 PSF ACH{EVE�HE FINAL COMPLEl'ED STRUCTURE. THE SEQUENCE OF �OW d . EED 3 SEC GUS : 90 MPH E(�UIVALEN7. CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. CONSULT WITH � a � � � � BASIC WiND SP ( � . a o r- ~ 'WfND EXPOSURE: B 7HE ENGINEER FOR SHOR{NG DESIGN AND RECOMMENRAT{ONS(N4T IN ¢ c�s c� 10. WOOD NAILER PLATES ON STEEL BEAMS F�R T�P-FLANGE HANGERS SHALL CONTRAC�. (2)-#5's CONT. °: t� � SEISMIC UESIGN CATEGORY: 003 BE R{PPED TO MATCH THE STEEL BEAM FLANG�WIDTH. TOP&BOT. 1BCIIRC EDITION: 11, MANUFACTURED JOlSTS SHALL BE FROM AN APPROVED MANUFACTURER IN 3. THE CONTRACTOR IS RESPON518LE FOR THE MEANS, METHODS SEQUENCES FOUNDATION DESIGN: THE SiZES AND SPACINGS INDICATED ON P1AN. IF JOISTS FROM A AND PROCEDURES FOR CONSTRUCTION OF THIS PROJECT. NOTIFY . . STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUC�ION °. �• 1. THIS FOUNDATION HAS BEEN DESIGNEO BASED ON THE RECOMMENDATIONS MANUFACTURER OTHER THAN THAT SPECIFIED ARE SUBSTITUTED,CONTACT DOCUMENTS IMMEDIATELY. DO NOT PROCEED UNTIL ERRORS OR OMMISIONS #5 DWLS.x 2'-6 DRIVEN INTO CONC. STAIR SLAB 6"MIN. SET FORTH IN G��TECHNICAL REPOR7 #03124 BY LKP ENGINEERING,INC. ENG{NEER TO REVfEW SPANS, LOADING AND CONNECTIONS. FOLLOW THE ARE RESOLVED. COORDINATE REQUIREMENTS FOR ALL PENETRATIONS TH{CKNESS W/#3's @ 12" CONSTRUCTION OF THIS FOUNDATION SHALL FOLLOW THE REQUIREMENTS MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING,BF�AACING AND THROUGN S7RUCTURAL MEMBERS WITH S�RUCTURAL ENGINEER. JOBSITE - �, 5/8"0 x 4"HOLE IN WALL EA.WAY � I REPORT. WEB ST4FFENERS. SAFEN IS THE SO�E RESPONSIBIU7Y OF THE CONTRACTOR. : a •� �ROM TN S 4 2. DESIGN OF FO(�TINGS 1S SASED ON A MAXIMUM ALLOWASLE BEF+RING 12. EXTERIOR WALLS SHALL BE ac6 STUDS @ 16"ON CENTER OR AS DESCR{BED 4. OBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR d � ' -: e ;. _ . �`� � �� �. o ��. . : - a � � ' SELOW, UNLESS NOTED OTNERWISE ON PLAN: � DETERMIINATION OF GENERAL COMPL4ANCE WITH THE CONSTRUCTION r . . , ' , ' . • ' ' . ,: _ °'. , ..�° _a•.--�°� � •' . °a :, _ � a: a' . -d' Q, -Q � PRESSUI�E OF 3000 PSF. - � _ • - � _ , WALL HEIGHTS 12'-6 AND LESS: 2x6 STUDS @ 16 STUDS @ i2" DOCUMENTS. THIS OBSERVATION VISIT IS NOT AN INSPECTION. THE f ' � BEEN DESIGNED USING A LATERAL PRESSURE OF 60 , WALL HEIGHTS FROM 12'-6 THROUGH 14'-6: �6 GONTRACTOR SHA�L CONTAGT THE ENGINEER AT THE APPROPRIATE TIME TO ' °� � �' -A =-� - �. - � .� .� 3. R E T A f N I N G W A L L S H A V E W A L L H E I G H T S F R O M 1 4'-6 T H R O U G H 1 7'-4: (2)-2 x 6 S T U D S @ 16" a . _ • , �CF FOR THE"AT REST"CASE AND 4� PCF FOR RETAINING WALLS"A C 7 1 V E". . SCHED U L E T H I S V I S I T. � . •� . . . a . L H E I G H T S G R E A T E R THAN 17'-4: CONTACT ENGINEER S T O N E V E N E E R d .a �. a a .a: � -, S EE PLAN -«- WAL PER ARCH. ° TOW _ NDISTURBED SQIL CAP WITH A DOUBLE 2x6 TOP PIATE OVERLAPPfNG AT CORNERS AND AT • Q � � 4. FOOTINGS SHALL BE PLACED BELOW FROS7 DEPTH ON U TECHNICAL 5. SUBMIT SHOP DRAWINGS TO ENG{NEER FOR STRUCTURAL STEEL& FILL C�MPACTEQ AS REQUIRED f3Y THE G�O INTERSECTIONS WITH QTHER PARTITIONS. IF OVERLAP IS NOT POSSIBLE,STRAP PREMANUFACTURED TRUSSES FOR REVIEW PRIOR TO FABRICATION OR t 4 2'-0 �' ` � � UR ON STRUCTURAL TOP PLATES WITH STEEL STRAP TIES(SIMPSON ST292). • �.,.J . ENGINEER. CONSTRUCTION. THE ARCHITECT AND/4R CONTRACTOR ARE RESPONSIBLE�OR ., e _ ¢ � #5 DWLS.x �4 � . GABLE END WALLS SHALL BE BALLOON FRAMED TO THE BOTTOM OF ��{���YING DIMENSIONS AND QUANTITIES. TNIS REVIEW IS FOR GENERAL @ 16" � 5. PROViDE CRAVdLSPACE VENTILATION PER CODE REQUIREMENTS. RAFTERS, LOOKOUTS OR GABLE END TRUSS. COMPLIANCE WITH THE INTEN7�F THE STRUCTURAL DRAWINGS. • � "' - WALLS SHALL BE SHEATHED WITN 7/16"TH1CK APA RATED PLYWOOD OR OSB . Q �_ � ° � 6. S01L VALUES AND CONDITIONS SHALL BE VER{FfED 8Y A R E P R E S E N T A T I V E O� S H E A T H I N G R A T E Q 2 4/1 6, E X P O S U R E 1. B L O C K A L L H O R4ZONTAL JOINTS:8d g. W H I L E E V E R Y E F F O R T I S M A D E T O P R O V I D E A C O M PLETE ANQ ACCURATE SET GONT. L 4x4x114 W/ �a (2)-#5's CON7. . 7HE AILS AT 6"AT PANEL EDGES AND 8d NAILS A7 i2"AT INTERMEDIATE SUPPORTS. i/2"Q l x 4"E X P. TOP&B O T. _ � THE G E O T E C H N I C A L E N G I N E E R. R E P O R T A N Y D I S C R E P A N C I E S F R O M N O F C ONSTRUCTION DOCUMENTS, ERRORS OR OMISSIONS MAY OCCUR. : PTIONS TO THE STRUCTURAL ENGINEER. . PROVIDE(3)-2x10 HEADERS OVER ALI.D O O R A N D W I N D�W O P E N I N G S W I T H �ELEASE OF 7HESE DRAWfNGS ANTICIPA T E S C O N T f N U E D C O O P E R A T I O N A N D A N C H'S @ 2 4" ' ' w ORIGINAL FINDINGS DESIGN ASSUM � • . ONE 2x6 TR{MM E R A N D O N E 2x 6 K I N G S T U D E A C H S i D E U N L E S S N O T E D C�MMUNICATI O N B E T W E E N T H E C O N T R A C T O R,A R C H I T E C T A N D E N G I N E E R T O ' < z 7, BACKFILL AROUND RETAINING WA�LS AND STRUCTURAL BUTTRESSES SHALL pTHERWISE. pROVIflE THE BEST POSSIBLE STRUCTURE. . �; . �� BE COMPACTION TESTED PER TH�RECOMMENDATIONS OF THE GEOTECHNICAL . ALIGN JOISTS OR RAFTERS TO BEAR WITH{N 5"OF STUDS BELOW. �., � � ENGINEER. � 13. INTERIOR LOAD BEARING WA�LS ARE 2x4 OR 2���H A DOUBL O OP P1A E " . � ER TI�E GEOTECHNICAL WITH i/2"GYPSUM WALL SOARD BOTH SIDES. CAP a w R FOUNDATION DRAINS P AFiTITIONS. ABBREVIATIONS LIS7 ' ° 8. PROVIDE PERIMETE 4 ENGINEER REGOMMENDATIONS. TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTI(�N WITH P ' °' , IF OVERIAP�S NOT POSS{BLE,STRAP TOP PIATES WITH STEEL STRAP TIES � (SIMPSON ST292). q.g, ANCHOR BOL7 ° ' _° REINFORCED CONCRETE: , PROVIDE(2)-2x10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS WITH ADJ. ADJACENT °'� ONE 2x4 OR D�6 TRIMMER AND ONE ac4 OR 2x6 KiNG STUD EACH SIDE UNLESS ALT. ALTERNATE 1. CONCRETE DESIGN IS BASED ON THE MOST CURRENT PUBLICATION OF NpTED OTHERWISE. ARCH. ARCHiTECT . "BUILDING CODE REt�UIREMENTS FOR REINFORCED CONCRETE"(ACI 318). ALlGN JOISTS OR RAFTERS TO SEAR WITHIN 5"OF STUDS BELOW. B�KG. BLOCKING ° : . gM BEAM #5's @ i6"EA.WAY . C�NT.L 4x4x1i4 W/ 2. STRUCTURAL CONCRETE SH.ALL HAVE A MINIMUM 28 QAY C�MPRESSiVE 14. AT BFAM BEARING LOCATlONS lN STUD WA�LS, PROVIDE MULTlPLE-STUD BM. PKT. BEAM POCKET ' n a�- 1/2"0 x 4"EXP. O BEARING � 4� #5'S @ 16"EA.WAY ANCH'S @ 24° STRENG�fH OF 3000 PSI, PQSTS EQUAL 70 WfDTH O�BEAM UNLESS NOTED OTHERWISE. BRG� GANTILEVER CANT. '4� �- 3. CONCRETE SHALL BE PR�PORTIONED USING IYPE II SULFATE RESISTANT 15. FLOOR SHF�THING: PROV{DE 3/4"THICK APA RATED STUIRDIFLOOR RATED CLR. CLEAR - _ � CEMENT, QO NOT U5E ADMIXTURES CONTAINING CHLORlQE SALTS. AT 24"ON CENTER TONGUE AND GROOVE EXPOSURE 1 F�R�4LL FLOOR CMU CONCRETE MASONftY UNfT ' ' • � a CQL. COLUMN � � �� CONSTRUCTION. GLUE ANQ NAIL PANELS TO ALL SUPPORTS: 8d NAILS A7 6"AT CONCRETE � n � 4. FOR COLD WEATHER CONCRETING PR�CEDURES REFER TO THE"ACl MANUAL pq�EL EQGES ANQ 8d NAILS AT 12"AT INTERMEDfATE SUPPORTS. INSTALL CONC. . � #5 DWLS.x � � OF CONCRETE PRACTICE." SHEATHING WITH LONG DIMENSIQN PERPENDICUTAR TO JOISTS AND STAGGER CONT. CONTINUOUS #5 DWLS.x � ° CRIPPI�POST @ 24" `� �24n � �� ' 6 � JOINTS. C.P. 6N � a 5. EXPANSION ANCHORS SHALL BE LOCATED NO LESS THAN 6 BOLT DIAMET�RS DWL. DOWEL �� � FROM CONCRETE EDGES AND SPACED AT NO LESS THAN 12 BOLT DIAMETERS 1g, ROOF SHEATHING: PROVIDE 5/8"TH1CK APA PLYWOOD SHEATHING RATED EA. EACH ° : THING WITH LONG DIMENSION Eq, EQUAL � � � � UNLESS NO��ED OTHERWISE. 40/20 EXPOSURE 1. INSTALL SHE4 . �Q PERPENDICULAR TO THE SUPPORTING MEMBERS AND STAGraER JOINTS. �Xp. EXPANSION -e° 6. CONCRETE FLOOR SLABS ON GRADE SHALL HAVE SAWN OR TOOLED NAILING: 8d NAILS AT 6"AT PANEL EDGES ANQ 8d NAILS AT 12"AT iNTERMEDIATE EXSTG. EXISTING � Q � � CONTROL JOINTS AT A MAXIMUM SPACING OF 12 FEE7 W EACH DIRECT{ON. {F . F.D. FLOOR DRAIN '�- SEE PLAN SEE PLAN CATE CONTROL JOINTS ALONG COLUMN GRIDLINES. SUPPORTS. FTG. FOOTING . � TOF TOF • ° �A� POSSIBLC, LO . PROVIDE W{ND/SEISMIC ANCHORS AT SUPPORTS F�R ALL RAFl-ERS,TRUSSES �� � � G.L. GLUED IAMINATED a ' , a .. 4- . ` : � AND LOOKOUTS. �� "' 7. CONCRETE COVERAGE FOR REINFORCiNG STEEL(AC1318-95): . PRpVIDE SOLID BLOCKING PANELS BEl1NEEN ROOF FRAMING MEMBERS AT HDR. HEADER � � . CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TD EARTH: 3�� gE,qRING TO PREVENT ROLLING. H�RIZ. HORIZONTAL 6° 8u s� � � . CQNCRETE EXP�SED TO EARTH OR WEATHER: INFO. INFORMATION PERiMETER DRAiN PER g�� g�� 6° PERiMETER DRAfN PER 2 GEOTECHNICAL ENG. 1'-g° GEOTECHNICAL ENG. � , #6 BAR THROUGH #18 BAR: i i 2" 17. IAMINA7ED VENEER LUMSEf� (LVL)SHAL4 HAVE THE FOLLOWfNG MINIMUM JSTS. J(?ISTS 1�_gN � O #5 BAR,W31 OFi D31 WIRE,AND SMALLER: � K,S. KING STUD PROPERTIES: 2600 PSI LLV LONG LEG VERTICAL Q . C�NCRETE NOT EXPOSED TO WEATHER NOR fN CONTACT WITH GROUND: . FLEXURAL BENDING STRESS: �"" a. SLABS,WALLS AND JOISTS (#11 BAR AND SMAL�ER): , MODULUS OF ELASTICITY: 1,900,000 PSl LONGIT. LONGfTUD{NAL 2 SCALE:3/4" = 1'-0 � #14 AND NO 18 BARS: 1 1�2u 1850 PSI L11NT. LIGHTWEIGHT AND SMALLER: 3/4" . TENSION PARALLEL TO GRAIN: LVL LAMINATED VENEER LUMBER Si �' f� � #11 BAR , COMPRESSION PARALLEL TO GRAIN: 2310 PSI V J b. BEAMS AND COLUMNS: . COMPRESSION PARALLEL TO GRAIN: 750 PSI MANF. MANUFACTURER � PRIMARY REINF�RCEMENT,71ES, STIRRUPS, SPIRALS: 1 1�2° PERPENDICUII�R TO GLUE L{NE O.C. ON CENTER � � . HORIZONTAL SHEAR: 285 PSI f� PLATE � � REINFORCING STEEL: FO LL�W THE MANUFACTURER'S RECOMMENDATIONS REGAI�DING BLOCK4NG, REF. REFER RCING � � � LL BE GRAQE 60 BRACENG ANQ WEB STIFFENERS AND MULTIPLE MEMBER CONNECTI�NS. REINF. REINFO � SCHED. SCNEDULE � 1. EXCEPT WHERE OTHERWISE NOTEQ, REINFORCING BARS SHA S.I.P. STRUCTIJRAL INSULATED PANE� 2x6 STUDS @ 16" EXCEPT TIES, F{ELD BENT BARS AND BAftS TO SE WELDED WHICH MAY BE GRADE S7RUCTURAL STEEL: STL. STEEL � /�'' 40. ALL REINFORGING BARS SHALL CONFORM TO ASTM SPEC. T.g, THROUGH BOLT � 1. FABftiCATiON ANq EREC710N OF STRUCTURAL STEEL SHALL BE W 7&G TONGUE&GROOVE 1/2°0 x 10"A.B.'s @ 24" 2. FOR BARS#8 AND SMALLER, LAP BARS 36 DIAMETERS AT SPLICES IN ACCOfiDANGE WITH THE MOST CURRENT PUBLICATIQNS OF EITHER AISGLRFD, TD TOP OF IN CONT.TRTD.2x6 R.. •• CONCRETE. DO N�T WELQ OR IJSE MECHANICAL SPLICWG DEVICES UNLESS AfSC 335 OR AISC-HSS. SPECIFICAT{(�NS AND CODE OF STAN!DARD PRAC7ICE. TOF TOP OF FOOYING SEE PLAN � � AF'PROVED BY EfJG{NEER. TOW TOP OF WALL ��W � � 2. STRUCTURAL STEEL ROLLED SNAPES SHALL BE ASTM A50. TUBE SHAPES T(�ANSV. TRANSVERSE �. � r_ 3. HOR{ZONTAL BARS SHALL BE CONT{NU4US OR IAPPED WITH C4RNER BARS SNALL BE ASTM A500 GRADE B. PIPES SHALL BE ASTM A53 GRADE B OR ASTM TRTD. TREATED .Q AT CORNERS. PROVIDE(2)-#5 BARS EXTENDING A MINIMUM OF 2 FEET BEYOND A501. TS TUBE STEEL STONE VENEER . � �d4'� � EDGE OF ALL OPEhINGS OR STEPS. TyP. TYPICAL PER ARCH. ` � MINIMUM OF 2 FEET THROUGH COLO JOINTS. 3. ALL BOLTS USED IN STEEL FRAMING SHALL CONFORM TO�4STM VERl". VERTICAL � 4. �XTEND REINFORCING STEEL A SPECIFICATION A325. ANCHOR BOLTS AND BOLTS USED IN 7{MBER VIF VERIFY IN FIELO - COORDINATE ALt COLD JOVNT LOCATIONS WITH ENGINEER. CONNECTIONS MAY BE ASTM A307. • W.p. WATERPRO�F - a � J W/ WITH .Q `�. �. 5, WELDED WIRE FABRIC SHALL COl�FORM TO ASTM SPEC.A-185, I�.P WELDED 4. TORQUE INSPECTION SHALL SE PROVIDED AS REQUIRED BY THE BUILDING � • . , WIRE FABRIC A MiNIMUM OF 1W0 FIJLL MESH GRIDS. INSPEC70R. � ° � .a ' 5. EXPAL N�NM�MUM EMBEDMENT SHALL BE 8 DIAM O E S U OESS NOTED 4� 4u 4N 4u STRUCTURALWOOD FRAMING: EQUNA E CONNECTION SCHEDULE _ OTNERWiSE. � a SIMPSON H5 - �° 1. EXCEPT WI-IERE NOTEQ OT{-iERWISE,ALL 2"NOMINAL LUMBER EXCEPT S7UDS #5'S @ 16"EA•WAY � a #5'S @ 16"EA.WAY P R O J E C T . 070304 SHAL�BE D�UGIAS FIR-IARCH#2 AND BETTER. ALL SOLID TIMBER POSTS AND 6. ALL WELDfNG SHALL BE DONE 8Y AN AWS CERTIFIED WEL�ER. � SIMPSON LSSU125 d . SEAMS 3"NOMINAL AND WIDER SHALt 8E DOUGLAS F1R-LARCH #2 UNLESS pq��TING W�THIN 3°OF F4ELD WELDS UNT{L WELDS ARE COMPLETED. O SIMPSON LSSU410 � � D R A W N B Y : TFA NOTED OTHERWISE ON PtAN. 7. DELAY � � • SED TO SUPP4RT ST4NE V�NEEFt AND ARE lN (�D SiMPSON ITT14 ' ' � - a"CMU STONE VENEER REVIEWED BY . JPL LL BE STUD GRADE AND BETTER HEM FIR OR DOUGLAS FIR-LARCH. 8. STEEL ANGLES THAT ARE pILS SHALL BE GALVANIZED AND SNALL BE . °° SUPPORT BELOW GRADE D A T E 4.19.04 2. STUDS SHA CONTACT WITH CORROSIVE S Q SIMPSON MIT14 � LLS SHALL SE BOLTED OR ANCHOREQ TO THE ATTACHED TO THE FOUNDATION WITH GALVANIZED OR STAINLESS STEEL F SlMPSON LUS210 °�� R E V I S I O N S : 3. FOUNDATION PLATES OR SI � � a #5 DWLS,x � FOUNDATION WITH NOT LESS THAN 1/2"DIAMETER STEEL BOLTS OR APPROVED ANCHORS. Q S{MPSON ITf9.5 #5 DWLS.x � � . @ 24" N CD'S 06.02.04 ANCHORS. BOLTS SHALL BE EMBEDDED AT LEAST 7"INTO CONCRETE OR ° 6u 4 FT APART. THERE SHALL BE A BACKFILLfNG PROCEDURES: �2411 6� ° "� D SPACED NOT MORE THAN H SIMPSON ITT49.5 � a� � REVISED 09.24.04 MASONRY,AN O Q MINIMUM OF TWO BOLTS OR ANCHOR STRAPS PER PlECE WITH ONE BOLT OR a ANCHOf�STRAP LOCATED NOT MORE THAN 12"OR LESS 1�HAN 4"FROM EACN 1, VERIFY TYPE OF FILL WITI-i GEOTECHNICAL ENGINEER. � J L 4x4x1/4x0'-51/2 SEE REF.SCHEQULE e ' a (2�-#5'S CONT. END OF EACH PIECE. A PR�PERLY SIZED NUT AND WASHER SHALL 6E KFILLING OF EACH SlDE OF RE7AINlNG MNALLS TO FINAL � SECT. 9/SH SHEET S2 FOR 70P&BOT.,TYP. TIGHTENED 4N EACH BOLT TO THE PLATE. 2. GONCURRENT BAC REWF. INFO. GRAQES IS REQUIRED UNLESS TEMPORARY SHORfNG IS INST�LLED. DO NOT ,� L 4x4x1/4x0'-81/2 SEE � ' � � . . 4. BOTTOM PLATES IN CONTACT WlTN CONCRE7E SHALL BE PRESSURE TREATED BACKFILL AGAWST RETAINING FQUNDATION WALLS UNTIL SU�PPORTING FRAMING OO SECT. H/Sg SEE PLAN . a . A a , .,� . . - ELEMENTS ARE{N PIACE,OR ADEQUATE TEMP(�RARY SHORING!S INSTALLED. TOF . . � �° d 'd _ ° 4 G EN ERAL LUMBER. . ' - - " . . - LQ SiMPSON MIU1.81/9 4 0 . ' - �. o '��Q ,• '4 ' • •. •.' a.. . • . . a• . .�. . _Q . .4' .- GROUT: . �. � ' °�= - ° .- �° . � - NOTES 5. WOOD BEAMS BEARING{N BEAM POCKETS IN CONCRETE OR MASONftY � SIMPSON WPI414 � � � � � � - � WALLS SHALL BEAR ON A TREATED 2x BEARING BLOCK. PROVIDE 1/2" ,a . a . ' a o � CLEARANC E A R O U N D E N D O F W O O D B E A M. P R O V I D E 2 x T R E A T E D B L(3 C KI N G 1. G R O U T B E N F I�T H C OL UMN BASE PIATES AND STEEL BEAM BEARING PIATES FACH SIDE O F B E A M A T B E A R I N G. S H A L L B E N O N-S H R i N K, N ON-METALIC GROUT WITN A MfNIMUM C O M P R E S S I V E Q N S l M P S O N L S S U 2 1 0 _ STRENGTH OF 2500 PSI. � 2 -3/4"Q.� 7" �G S �� j�-6�� 8� 2�2� 8" 1� 6° 6. BLOCKING WITHIN FLOOR JOiS7 SPACES SENEATH POS�S NOTED ON PLAN P� SIMPSON HHUS5.5/10 6'-6" SHALL BE OF E�UIVALENT AREA OF THE COLUMN AB�VE. SINGLE STUD TRIMMERS DO NOT REQUlRE ADDITIONAL BI_OCKING IN THE FLOOR. � SIMPSON LSSU210-2 7, BOLTS USED IN FRAMING CONNECTIONS SNALL BE INSTAL�ED WITN R� SIMPSON HU410 STANDARD WASHERS AND NUTS. S� SEE SECT. 11iS9 � SCP,LE:3/4" = 1'-0 S1 ''— = �. _ •. ��� f�;: . .( r'n Y.� 4L.�u . ��� �!\U ���J �a�. /^\ . f,R.1"�• n��• a 4.} Lvi / ^ ;��� a � � � �ri�v p� �� Sr�' ��;,,� �o \ � \ c� • d�� � o; � . � � . � 0�••.... `�i \ \ � \ 8'-11" 19'-1" 5'-6" 18'-11" 8'-3° \ \ TOW = 64'-6 TOW = 64'-0 S� TOW = 63'-0 S� � cv o t� \ TOF = 60'-0 TOF = 54'-0 _ F TOF = 53'-0 '�' � o M \ \ R.�2-5�° � ` � � � °D I— � � � � � c�o m a � � TOW= SLOPING I ` ' � = . • - - 0 0 pp n 1 Q 0 � F� � TOF = 58'-0 �� r `r �' z � � 1 � M -�- - -- - � � ¢ � � � � �. EXTEND EXSTG. FTG.W/NEW 2'-0 �- � ( ' _ 1'-5" 8'-10" " x 3'-0 x 1'-0 THICK CONC. FTG.W/ I ( 3'-6" 6, 11�_p� (5)-#5 DOWELS x 2'-2 TRANSV. �_ �� 22'-9" I � — �E °O EPDXIED IN 3�"8 x 6°HOLES � 3 6 I �E 22'-0" (4)-#5's x 2'-6 LONGIT. 27�-0u -+ �2�-0" a> / 7�-g�� 7'-42" 6'-112" 5'-9�" 10'-3z" 10'-10��� �1�_�� 6,�� m c.> � / 3�-��� -- TOW = 64'-0 TOF = 58'-0 I I I� TOW= 64'-0 - ° � � TOF = 58'-0 � I I I N �,m — — o � •— � � � n � � � � ` �, —� _ FTG. N 8° ° 8° � 2 � STEP / D S6 B ' @ �t � - z / - FTG. I I ° . , , _. � TOW- SLOPING B TOF = 58'-0 STEP 64'-0 ( ( � 1 � 13'-0" � � TO SLAB FTG. TOW= 69'-0 "" W � STEP TOF = 58'-0 W R14'-4" ,�„ �` _ � � NEW 4°CONCRETE SLAB ON 4"GRAVEL Z R7 TOW - 62'-10 BASE ON UNDISTURBED GRADE OR � ' TOW=SLOPING _ � TOF = 60'-0 ( I COMPACTED STRUCTURAL FILL PER SOILS � . � 68-6 ` \ TOF = 60-0 TOW - 72 81/2 ENGINEER. PROVIDE 1"DEEP SAWN OR Z ` TO SLAB \ TOF = 60'-0 63'-6 TOOLED CONTROL JOINTS AT 12'-0" �G� ' ` \ ` 2 TO SLAB MAXIMUM SPACING EACH WAY. STEP o w i \ S1 BM '� I { REINFORCE SLAB WITH 6k6-W1.4xW1.4 `r' CO j \ o \ � P�- � °r° i f WELDED WIRE FABRIC. � � 16"�CONC. PIER N I \ � � I I I 1 PKT. � � \ TOW = 74'-3 3/4 i � TOF = 60'-0 � S6 � I I � � � � B _ z . � \ 1 T f f EXTEND EXSTG. FTG.W/NEW 2'-0 SLOPE p '� �� S2 I I x 3'-0 x 1'-0 THICK CONC. F7G.W/ T� LAS g � ' � I r ' ' � ( (5}-#5 DOW 3LS x 2'-2 TRANSV. � I #5 DWLS.x 3-0 @ 4 E OXIED EPDXIED IN �"f�x 6"HOLES& I - IN 3/4"0 x 6"HOLES IN STG. TOW = 65'-0 C (4)-#5's x 2'-6 LONGIT. I TOW= 74'-9 3/4 .� � g�� tl g� TOF 63'8 �- W � TOW = SLOPING CONC.WALL SAW-CUT CONC.WALL T�W= 73'-73/4 T�F = 60'-0 ao � � � TO TOW= 62'-10 TOF = 60'-0 4 S6 4 3 `s�2� U �■ ' TOF = 60'-0 \ ( TOW = 73-7 3/4 � � BOW = 63'-4 TOW= 63'-4 S6 S6 � ( S6 3 ^ 'I �� 3'-6" ¢ 6" TOF = 60'-0 N m TOW_ 65'-0 � S6 � u O , . � � � oC `� � I � TOF - 63'-2 Z � � N J ` ' ' ` � + � U = W ``� --- - - — -- — 8 � � � � BM. � VERIFY ( ( � � L TO�LAB=65'-0 �— S6 �. � --� o -� 10 � TOF = 63'-2 g FfG. � � � � ,�Q� � r� # DWL � 1'-9' 1'-9" U = ,- U PKT. � u � � ,�� �_ 1�� �_ ,�� � ,� `,,. „ C% �_ 1�� , � ,�� 00 � �� 16" CONC. PIER � 5 S.x �,� N o N S9 � — 8-4 6-82 4 12 � ( � � 3 1� 4-104 9 11 z 6-72 STEP � 12-0 � � r � V J � @ 4" 3'-0 m � w > STEP 3-6 5,6„ � 3'-8a° 4'-0�" 13'-3a" '-2�� ��� 2�_��� . , � 1 � 70W = 77'-9 _ `r _ — � � q � � � � TOF = 60'-0 TOW= 73'-7 3/4 ` `r ❑ S6 65�-0 ' � B � � ' �* FTG. TOF = 60'-0 SAW-CUT CONC. �� �� �'- C � oo ,�Q' ERIFY TO� I ( _ , "' �_ �� S T E P 4 1 0 - T I I o� � � 11 8 WALL TO TOW= 64'-4 � � VERIFY ELEVATOR PIT 5 � � ',' I 6 — � � .� gg _ I + DEPTH AND R.O. 2 I TOF = 6q�,8 3/4 � , S7 I� � � � � 4-0' 63'-6 2" `�' q L� `° r TOW= 74'-9 3/4 � TO� TOW = 73'-7 3/4 "— — � � 65'-0 I TOF = 64'-8 2'-0" 0" '-2" TOF = 64'-8 - , , � � ^ � , „ �� � �, — — — , �� „ � , TO� � TOW = 83-7 314 1-7 0 1-7 1-7 0 1-7' I � ' i — 1/2"ld x i 0"A.B.'s @ 48" � TQF = 64'-8 2 3 11 NEW 4"CONCRETE SLAB ON 4"GRAVEL TOF = 64'!8 3/4 1� 6 � L�L�f ,o �-1— � S, J �'0 S6 BASE ON UNDISTURBED GRADE OR S6 �-� S6 Q IN CONT.TRTD.2x6 f1' � TOW = 84'-9 3/4 ( I S7 TOW= 89'-9 3/4 S� � TOF = 64'-8 COMPACTED STRUCTURAL F{LL PER SOILS � 74'-6 3/4"T&G PLYWD. � _TOF = 64'-8 _ � 2-� I ( � 4" � � V � TO PLYWD. �. �jN, � � ENGINEER. PROVIDE 1"DEEP SAWN OR �4 � � �I 75'-0 �? (8)-#5 DWLS.x 74'-3 3/4 0 � P�� ' _ ,,,� TO SLAB � TOOLED CONTROL JOINTS AT 12 0 EVENLY SPACED (ALT. _`r gM � I � a' �' r p p � MAXIMUM SPACING EACH WAY. LEGS) � '' T 16"�]CONC. PIER TOW .� �-�,. "v - � _ N (8)-#5 DWLS.x 2'-0 REINFORCE SLAB WITH 6x6-W1.4xW1.4 _ N o P�• I � ^ EPDXIED IN 3/4"0 x 6" WELDED WIRE FABRIC. Q T�W - ��-8 S6 N � 2" o � „ BOW= 728 � T. � Q . _ �� ` � � I TOW = 8 -7 � BM. N H�LES(EVENLY SPACED � �- � r TOW = 83'-7 3/4 � ' . . N TOF = 64'8 N PKT. N � TOF = 64'-8 � �p �r o , _ .. a a � , �d. � �. � � � � ' � BLKG. PANELS @ — ` a TOW = 91'-0 `r � � � � ° = TOW = 89'-9 3/4 �, I t a °- . . • 24"O.C. 4 � C° TOF = 64'-8 o TOF = 73'-6 o S� • . � ' 5�� •5 S7 2'-T' 0" 2'-7N 2'-1" `'� 0" 2'-1u `� 5'-0" � �� O 4 . 1 3/4 x 9 1/2 LVL 84'-3 6'-0' TOW= 83'-7 3/4 ! '° . . .. . ° @ 16"O.C. TO SLAB �� '� � 89'-3 �� � 8 �Q � TOF = 64'-8 �1 �-- TO SLAB� �� ° , „ -��', SEE SHEET S4 FOR SLAB INFO � S� FTG. � ° #5 s @ 16 VERT. � ( � � � .. - SEE SHEEf S4 4R SLAB INFO STEP REF. 2/S1 FOR , o � (4}-#5 S.x � �G I _ f � _ ( � STAIR INFO. STEP O O . @ END F WALL 1'-6 CO � � a a. ` a �� � � � � P R O J E C T : 070304 � . .a N `� TOW= 89'-9 3/4 D R A W N B Y : TFA � . - � , , „; - #5 DWLS.x I Q � a � o a TOF = 73�-6 REVIEWED BY : JPL @ 8" � .� • •a #5's @ 16"HORIZ. � � 6' a � ° Tow= ��-o � D A T E : 4.19.04 .. �-- TOF = 73'-6 *- REVISIONS : �a ' � — ° ..`a: 4�_g° 6'-6" 3'-7" 8'-11" 9'-0" 11'-0" 9'-10" 12'-2" 13'-6" �:�'S 06.�`Z.�4 i #5's x 3'-0 @ 16"TRANSV. �� 0 REVISED 09.24.04 (4)-#5's CONT. LONGIT. d • � 23'-6° 29'-10" _ 2)-#5's CONT. ' 70P&B�T. 60�-0 � lSOLATED SPREAD FOOTING SCHEDULE TOF , � ' . Q- . . .� a , . . . ° � � : - �� a ° �� .° � a : _� � ° LABEL DiMENSIONS REINFORCING FO U N DAT!Q N P LAN �� _ � - A 2'-6 x 2'-6 x 1'-0 3 -#5's x 2'-0 EA. WAY SCALE: 1/4 — 1 -0 FO U N DATI O N - v.e .• a ' e . - ' /� B 3'-0 x 3'-0 x 1'-0 4 -#5's x 2'-6 EA. WAY PLAN NOTES: P L1-�N � PERIMETER DRAIN PER , , , � , 1. CONCRETE WALLS ARE 8"TNICK UNLESS NOTED OTHERWISE GEOTECHNICAL ENG. C 3-6 x 3-6 x 1 -0 4 -#5 s x 3-0 EA. WAY `'' U 1'-4" 10" 1'-4" 2. CONCRETE FOOTINGS ARE 8"THICK AND 1'-4 WIDE UNLESS NOTED�THERWISE D 4�-O X 4-�-0 X 1�-O 5 -#5�S X 3'-6 EA. WAY 3. CONTINUOUS FOOTINGS ARE CENTERED BENEATH FOUNDATION WALLS UNLESS NOTED OTHERWISE 3'-6" E 6'-6 x 6'-6 x 1�-O 7 -�i rJ�S X 6'-0 EA. WAY 4. CONTACT ENGINEER IF OVER-EXCAVATION IS REQUIRED TO FIND ADE�UATE SOIL BEARING 5. STEPS IN TOP OF FOUNDATION WA�L ARE INDICATED:� � SCALE�3/4" = 1'-0 F 4'-0 x 11�-� X 1�-� (12)-#rJ�S X 3'-6 TRANSV. 6. Q INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1 S2 5 -#5�S X 1 O'-6 LONGIT. 7• DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH CONTRACTOR /� . . . . n /� /\ /\ /\ ./\ � i i � J, `\ o � � - �,��;,e. ���,> ,.fo��� �� �� � �L. ���- °ti . �� � �:(./ ' �e o�� � m � Y� r ��9. n -a� p• � �,a � 6 o'r� ° �v',�s,' f �', � C�Qj����Y � @7 Q��a�� +�+�\�` �� �� �z - - - - - -- - - - - - - - - - - - - - - �h � �• �� 2x10 LEDGER � 3. 6 . � � � � 8x16 DF#1 DR PPE W 14x30 (73'-7 3/4 � � cS X � 1` M O � � �� 2x10 x 16" • I I 8 TUD @ 1 " °� o � rn � � o z p p . � � a.. � I�- t�. ¢ C� �7 2x10 LEDGER _ _ _ _ _ _ _ _ _�, i � � � 14 � (2)-1 3/4 x 14 LVL � S8 ( � � ' � II � � � � 1 �� +`�` M � � �-� ��,+°` � �,-+-°` � �=�' � / I I � ._ i s �t � I - S8 � �(2)- 3/4 14 L L (2)-1 /4 x (2) 1 3/4�14 L ( )-1 3/ x 75'-0 � � � � 14 L L '' � 1 LVL � TO PLYWD. `�'I I �. ,�6 � �. � O +`� � � I .�5� � �6' 6' 3 � � � � � 1 I I "' s . :, ,�..-� c� I x �. �. CONT. 1 1/8"x14°LP SOLID z \ I I � c`� c� _ I START OSB RIMBOARb � rn rn � � � C - - � �TYP.I I � N N w � x 6 � 2 v `��' r '�-�.,. . w 1 � � � S3 � � 75 � � z S3 � � T PL D. 2 � � W 24x117 74'-9 3 4 � � � S1 r L J L J L J � � '1r � r � � Z I — — — - - — —L P. — — — - - - - — � OO � � 8 S9 S9 � (2)-1 3/4 x 14 LVL W I � ❑ � � � � P� L L� W 18 76 '-9 3 � � � � 13 , r � � J 7 '-6 �r �� rir � r BM S8 � J T PL D. 6, � �R F.2/ FO CO NEC ION D � P 1� � � � , � 1 3/4 x 14 VL U DER � S9 z ° � -0 '� BRG.WAL � 1 3/4 x 1/2 VL 16" � � T PL D. � O � � e�' 3 � � � T N 1 'r � ss � — X X � n � V / TE TO �� � "� � j � � . ' PL D. � ���6 �+o��' �+3�' T N L.LJ � ' I 2x1 LED ER /(2)- +� 5�'� � C ' � - � � LQ P. 3/4" T.B.' @ 1 " � • � �" �� � • W8 8(7 -33/ ) — --- - � CAP{�5/8xBM. L _ _ _ _ _ ___ 3 - 10 3 - 10 � ►. W 1 35 4'-9 3 -' ` � � � � _ FLANGE WIDTHxO'-6 W/ 12 16 '-9 3 ) � r � � (2)-1/2"f6 THRU-BOLTS, BM. 0 �0 � O O 3 �A � r • � � I � i..f.�f � STL. BM. PER PLAN NP• PKT. g z ,�� ( � S3 Q � � � ° i � oO • D � � I TS COL. PER PLAN � � ❑ m `s, i - 4 x 4 J � � `� - 7 '-0 3 - 10 6, I r- v T PL D. = X � � � �� �� ' m �. ^ � � 3 SCALE 3/4" = 1'-0 '` r a S3 � W �- 1 1/2"LIWT.TOPPING � � � J L 4x4x1/4 x0'-8 1/2 (BEYOND} 3/4"T&G PLYWD. W/(6)-3/4"Pl THRU-BOLTS 11 10 11 � � (TWO EA. SIDE OF WEB) 2 3 � ( S7 7 S6 S6 r- S6 ' t r �.�i ZL�� 75'-0 O � CO T.TR D`(2-2x1 LED ER / � � 74'-9 3/4 TO PLl'WD. ONT TRT . {2}- 12 DG R W/ 2}-5/ "0 x "EXP ANC 's @ 16" n n � �� p r � TO STL. � (2)- 8 0 8 .AN H s 16 O� � ' ` � � � a �. � _ � 74'-9 3/4 � � � = TO STL. W 12x30 (BEYOND)W/CONT. 1 � "' RIPPED acTOP�DRIVE PIN TO S7 � TOP FLANGE @ 16"O.C. 2"RETURNS (COPE FLANGE UNDER TOP 3�76� 4 � 9 � FLANGE OF W 24x117) g7 S6 t W 24x117 W/CONT. RIPPED 2x TOP W 21x62 W/CONT. RIPPED 2x TOP F�. r RDRIVE PIN TO TOP FLANGE @ 16"O.C. DRIVE PIN TO T�P FLANGE @ 16" 8 � O.C. (COPE FLANGE UNDER T�P g7 FLANGE OF W 24x117) � J L 4x4x1/4 x0'-11 1/2 W/(8)-3/4" 1?S THRU-BOLTS(FOUR EA. SIDE OF WEB} 2 SCALE:3/4" = 1'-0 S3 PROVIDE 3"OF STONE&MORTAR P R O J E C T : 070304 CURB TO HIDE STL. BM. D R A W N B Y : TFA ON WATERPROOF MEMBRANE PER ARCH. REVIEWED BY : JPL 3/4"T&G PLYWD. D A T E : 4.19.04 3" F STONE&M�RTAR REVISIONS : BED PER OWNER ON M AI N F LC�O R �RAM I N G P LA N " _ � CD�S 06.02.04 WATERPROOF MEMBRANE PER ARCH. SCALE: 1/4 — 1 -O � �a'-9 3/4 N 0 REVISED 09.24.04 74'-6 - � TO STL. PLAN NOTES: .4; • '.. �. :: .-. \":.'::_.-.�. ... ... �'' . �..-_:.- ` .�`. .' �.� . ._:•`.:s..��.. � ' -.• ..:: '�•..� :...•. .�'.. 'e'.. r-�_ �r .4. .; .��- �� .��.�.•�.� '�' •.'. .. �. ...�, .. TO PLYWD. 1. FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED" 2. FLOOR SHEATHING IS 3/4"T&G APA RATED STURDIFLOOR, EXP. 1,SPAN RATING 24"Q.C. 74'-3 3/4 O�P� � QL IYP. 3. TOP OF STEEL BEAM ELEVATIONS ARE NOTED: (##'-##) TO STL. 4. FLOOR JOISTS ARE 14°LPI-225 @ 16"UNLESS NOTED OTHERWISE. 5. POSTS CONTINUOUS BELOW ARE INQICATED: ■ POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED:❑ 6. INTERIOR STUD BEARING WALLS ARE INDICATED: � MAI N FLOOR W 8x24 W/CONT. RIPPED 2x TOP f� 7. � INDICATES CONNECTION IYPE. REFERENCE SCHEDULE SHEET S1 DRIVE PIN TO TO FLANGE @ 16"O.C. 8. DO NOT SCALE DRAWINGS. FRAM(NG PL/-'�N PACK WEB SOLID&BOLT W/TWO ROWS OF 5/8"!11 THRU-BOLTS @ 24" W 24x117 W/CONT. RIPPED 2x TOP R O.C. DRIVE PIN TO TO FLANGE @ 16"O.C. PACK WEB SOLlD&BOLT W/TWO 1 3/4 x 9 1/2 LVL @ 16"O.C. ROWS OF 5/8"0 THRU-BOLTS @ 24" O.C. � SCALE�3/4°= 1'-0 � S3 t�,E�F.� u� c� ' '` ���° •��J'/ +� . \ ��� �e `/, d�B ��0 � � •i� � '- ��� � -� ' 'I� . �%� �•G � �����m � �� � �, 84'-2 3/4 84'-5 84'-2 3/4 83'-51/4 ��TO STL. TO PLYWD. TO STL. TO STL. � s �o �o � � �o �o �o ��o � � � � � � � � ¢ ¢ ¢ (3)-1 3/4x ¢ ¢ -1 4x ¢ ¢ '�f" O o t` � N O i` CANT.JOISTS �_ � � � �"� i` M � � 9 1/2 LVL x . � o � (3)-LAYERS CURVED 1/2"PLYWD. � � � a RIM W/(3)-ROWS OF 8d NAILS @ 12" - � �- m O � � O z � p N � N � Q O 1�• t` T � � �,c' o CANT.JOISTS � � ¢ � � � ,- LOH TYP. � v p a. � r� � � co �o �o io � j � z � @� Ua U Ua OTYJ N � � $c}'-4 OU O N N N Z N , � TO STL. - � - o - o - o w - - o �n � @j � N 00 N oxo N � � N oxo oxo �TYP, (�-� C� � � � � � � � � � � � N rn rn rn a� 83'-71/4 - � � z — J L�TYP. J L� . J L�TYP. �TYP. J ` �TYPJ L TO STL. v �� �� � —� � r � r � r -► r � r � � J � � 4� � -' rn 84'-7 � J i 5 J � � o TO PLYWD. TO STL. J J a J J � .-- v v W8x31 84'-434 � � J J J �� — - - '�'�---- J � - --� � ------ x 3' 4) -�-� � � r � r � r � r g, � r � co • g P. 6 s - � ��TYP. 1� �cS'�, S8 T�' gg �Q _ s �, ' � � � r Z J S$ + +� + � �, Z �/ N Wd � I � St � St � � „ .. a0 _ ___: . .. :�..._..._ ._. _ � � � J r v� � x �,� � I w � .- CON7. 1 1/8"x14"LP SOLID I c^v START OSB RIMBOARD � �" `" �' z � ,�� - � —� �+�+`� �+��'`�O c� g4�-8 i/4 �� �� � �� ,�5`�+ _ w � TO PLYWD. 84'-6 � �L �O �_ TO STL. � I W 12x19 (84 9 3/4} � OPEN � , � 2 3/4 14 L L ., � �_ FRAME ALL STUDS& � � � p, � � W�� � 4 � � D . � KING STUDS @ ENTRY I� ' � D . g rn � WALL W/1 3/4 x 51/2 � �^r d' � � S � LVL's @ 12" �-� c� 2�'� ' `" � �� rn �'' � �, BL. 1 /4 x 4 LV 85� `r X > '� P � 16" NDE ST NE TO L . � o r � 6x14 �I � �ro � � r � � � r � I 4 � ,, 1 2 �6 � � �6 � •5 �+�\a �� � � �' 2x10 x 16" I S8 f I � �� , � co S9 �5 cL � v �..i..J � CANT.2x10 JOISTS > . � � � � — . 3 ac10 2 -1 3/4 x 14 LV �� -2x1 3 10 � I +�`+�\� 3-LAYERS CURVED 1/2'PLYWD. � � � ` I o� I � \ R M W/(3)-ROWS OF 8d NAILS @ 12' t ' ( :L�"� I I D��'� , ;�" �,i-`� �� ac1 LE GER /(2} ' I L�U � � � c� ,� ,� j 3/4 0 T. .'s @ 6" � . ^ � I � STEP TO J / j � � � PLYWD. T D � � ;�-�O vx 12x3 (83'- 3 4) ��+ � ^ � � � � � I 2c� � (1)-1 3/4 x 14 LVL J � 3 I � �J , TYP{CAL EXTERIOR HEADERS � �' r � � S8 � � ARE (3}-2x10's W/(1}-2x6 � ( X � S8 � � � TRIMMER&(1}-2x6 K.S. EA. � � � v � 1 � � ��� _ SIDE, INDICATED THUS ,� �:� r ;L�' I � � m � N I � � o ; �� �� (7 -1 3/ x 14 VL 16" � u...� � , X� 5'-0 5�-0 U DER F.P. TON 85'-0 r� � ' � O P D. J ��..�� � � O P D. ERI LOC TION TO P YW N v / � 3 � � .� � a�,� 2, \ 1 /4 x 14 LV BLK . PA ELS � � � � � I S7 � � I B TWE N J ISTS FR NT S8 � �`� ' ! � � ST P TO � 2 PL D. � gp� N STE TO O F.P. STO E I �+�+ = L�V � S7 ONT. RTD (2)-2 12 L DGE W/( }-5/8'fd � T PL D. N PL D. I � Q � � x 8"EX . AN H's 16" � BM. � � J L F PKT W 12x4 83'- 3/4 C NT. � > BM. — PKT. ' — � r -- ----- --- -� �-- - -----1 2x10LE GER /(2) 3/4" FTYP. 1 T. .'s @ 6" 10 � � � � � � � ( ( � S� 4'-11 S8 � ( ( � g��-0 9 I O D CKW � � �89�'-3 �� O P YWD. 10 16" � 84'-3 I � TC�SLAB Y � S6 ¢ � I � TO SLAB � { I RAW SPA E V � � � � 8 O I �- ---- ------ � � S7 5 S8 � L- - -------1 I W 10x3 (84'- ) � � � � C NT. INDICATES 8"THICKENED SLAB I ( I I EDGE W/(2)-#5's C�NT. I I I ( 12 - S8 � � P' CON .TR D. 2 2x12 ED R W NVO ROW 5/8" 8" XP. NC 's 6" S AGG RED ( � P R O J E C T : 070304 DRAWN BY : TFA REVIEWED BY : JPL D A T E : 4.19.04 REVIS { ONS : C D's 06.02.04 0 REVfSED 0924.04 � U P P E R F LD O R F RA M I N G P LA N SCALE: 1/4�� - ,�-o . N � PLAN NOTES' 1. FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED" 2. FLOOR SHEATHING{S 3/4u T&G APA RATED STURDIFLOOR, EXP. 1, SPAN RATING 24"O.C. 3. TOP OF STEEL BEAM ELEVATIQNS ARE NOTED: (##'-##) 4. FLOOR JOISTS ARE 14"LPI-225 @ 16e UNLESS NOTED OTHERWISE. U PP�R FLOC�R • 5. POSTS CONTINUOUS BELOW ARE INDICATED:� POS7S FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED: ❑ 6. INTERiOR STUD BEARING WALLS ARE INDICATED: % FRAM I NG PLl-�N 7. Q INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1 • 8. DO NOT SCALE DRAWINGS - 0 r:c�r '`�,��:••;��'°, �'3�' a' , .�� �,�� c;�.• ��v �, �s •�i � �e � �"� �S 6 R�'�yy •� `� �: „'�� ;� ��p�°Ho �`� �� � I � �to or` d7 N p ti �' C� � M � �' t� M X � � " � � m 0 � � U �7 O? O Z p p Qo � � � ¢ a' °' � � � � a. LL ;�`� � ' 2 �-� � �� �� �� � � j �, �'' �' �' �' CONT. 2x12 STRUCT. 3 -1 3/ x 11 7/ LVL SUBFASCIA,IYP. � C NT. � , I I TYPICAL EXTERIOR HEADERS 1 3/4 x 11 1/4 LVL @ 16" I I cn � � �I� � ARE(3)-2x10's W/(1)-2x6 � � � TRIMMER&(1)-2x6 K.S. EA. o 3 OVERFRAME W/ac12 ( I I ��� SIDE, INDICATED THUS .— , S9 @ 24",TYP. I I � � � � ( � .. � '� — � � �A TYP. &LOOKOUT, � � I � � TRUSS&RAFTER BRG. - z ,O�j�A /c �6' �I� �� � - - - - _ � — z ( 2-1 4x14 L@24 w �' — � ', CAN . 1 x16 DF 1 DRO PED �� � w � T � f`" plll �o i � -� 1 3 4 x 1 LVL 16" � � � =� �1'- - z A h REF.S EET S4 OR ENT Y WAL � HEADE S ( Ir X { I c� sr sr x 2x1 24" �'�' � � I I � ' �I c�, �I� w CAN . � 1 x16 DF 1 DRO PED CONT. � I I 1 3/4 14 � � LVL @ 24" Ge `r° A P � � 3 n �I I `- z� � ! �O � .� ( CON ECT /(2 � O� � c�,i-`O � � , � r �.'�� � I T.B.'s @ 2 ' SPLI EB M U� � ' — C T.� � 12x4 DROP D) � � � � 6x14 W 1ac40 RIDGE DROPP D � CAN . 10x16 F#1 P-PE }�_ I C T. � �� � � � g LE (5 -10d1 A L EA.S s+ � 1 --� OQ � �- S ( p+� �, cn � ro � � I �� `-� W f 1 z � N� I °` ��- � 2' ( �� �� �'� W 1 19 DR PPED (3) 1 3/4 x 9 1/2 LVL %� � ,i -�- - � � � � � � � � I� . I A �r � a � � z a � s I I�oIN �,�- � � � � . �- � �� � LL� Q � i �i i � Q � � �yQ• I I � � 1 3/4 14 Z I�� j �6 � S9 W iac 5 RIDG (DR ED) � ;�- LVL @ 24" O � I� -' � . � � � I 2 � �, L � ` � S9 , ` � ) � � 3 - 3/4 x 1 7/8 LVL � � � � � � o c � o . � � TYPICAL EXTERIOR HEADERS � - ARE(3)-2x10's W/(1}-�c6 � � O I � '- � TRIMMER&(1)-2x6 K.S. EA. - I x SIDE, INDICATED THUS � m �� � ` P CK OU WEB S LID&C NNECT r ' � � � U (2)�" T.B.'s 24",TY . � c� CONT.2x12 STRUCT. � SUBFASCIA,IYP. — — (3)-1 3/4 x 91 2 LVL � 0 � ' (3) 1 3/4 x 1 7/8 LV — - - � , J � , r �� T � � �� � Q � � � ��' � +�+ �' �; � � �1� �' O � � N ��C� N � DA TYP. &LOOKO T, � � TRUSS&RAFTE BRG. r- �- 2x12 LOOKOUTS @ � � ( Q � � J �� � 1 14 x 4 LV 1 " 24 ,TYP. TYP. � �� � �� � ~ I � X � � � I � I � I � � � N I � � 1 I I �i-�O �i-�O c�-�O � . . � ( I ( I (3) 1 3/4 /2 LV � � P R O J E C T : 070304 DRAWN BY : TFA REVIEWED BY : JPL D A T E : 4.19.04 REVISIONS : C D's 06.02.04 0 REVISED 09.24.04 R O O F F RA M I N G P LA N SCALE: , 4�� - 1�-o � N PLAN NOTES: ' 1. ROOF BEAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED" 2. ROOF SHEATING IS 5/8"APA RATED SHEATHING, EXP. 1, SPAN RATING 40/20 ROO F FRAM I NG 3. ROOF RAFfERS ARE ac12 @ 24"UNLESS NOTED OTHERWISE � 4. POSTS CONTINUOUS BELOW ARE INDICATED:� POSTS FROM ABOVE NOT CONTfNUOUS BELOW ARE INDICATED:❑ PLJ'1N 5. INTERIOR STUD BEARING WALLS ARE INDICATED: ������ 6. Q INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1 7. DO NOT SCALE DRAWINGS , � �� � �4 _ ��C,��� �d',�'�,y�� � g+.r�° '� � o . r�e° +�lb �o� Y���. A._.� �S 1 1/2"LT1NT.CONC. ��:��y �� � 1/2°8 x 10"A.B.'s @ 48" I-JOIST BLKG. PANELS W/(5)-8d ��`��0'�m.�� �`'4 � IN CONT.TRTD.2x6 f� NAILS @ 24"IN FIRST J�IST SPACE ` `, °'�g — — — — — — — — 75�-0 TO PLYWD. - 74'-9 3/�4 �- o p t� ' TO P�YWD. rn t�t t� r- ; - e d' CL) e— M N �" i�- M • ' X pp . . � � a m O `�t' �t- 1/2"PJ x 10"A.B.'s 48" 1 1/2"Ll1NT. CONC. 1 1/2"LTWT.CONC. SOFFIT&W.P. PER ARCH. . a_ 14°�-JOISTS PER PLAN � a o � � e. CONT. 1 1/8 x 14 LP SOLID START OSB > � � @ 3/4"T&G PLYWD. W/(2)-16d DRIVE-PINS @ 16' � � � IN CONT.TRTD. �c6 R I-JOIST BLKG. PANELS W/(5}-8d ; a : � � NAILS @ 24" — — — — — — 90'-0 TO PLYWD. --� — — — — — — — 75�-0 � 4" 4" TO PLYWD, � 'a d v 1 1/8 x 14 lP SOLID WOOD POST PER PLAN � START OSB RIM I-J015TS PER PLAN QN CONT.TRTD.ac6 f� #5's @ 12°VERT. ` 73'-7 3/4 '• � TOW . ., ;� ' 2x6 STUDS @ 16" GLUED TO CONC.SLAB - a - 14 I,JOISTS PER PLAN Q' ' � � - � a ' o � � 1 1/2°�-rwr.coNC. � � -�- ' . . .,_ . o . 'a_ - �,a 3/4°T&G PLYWD. 4 CONC.SLAB PER PLAN � - ' o o �- #5's @ 16"HORIZ. � — 65-0 #5 DWLS.x I , - �� c� CRAWLSPACE ° ': a .= CRAWLSPACE — — 8�'-0 " ' '' ° ' °' -° � aa • - ' . . . TO SLAB �° �2" 6 ': z 'a. TO PLYWD. - . . d - 4 - � a . - e � 4 ' • _ - .' � �� � � 2}-#5's CONT. :� :..� . �- -- o � #5's @ 16"VERT. 1 1/8 x 14 LP SOLID ° - TOP&BOT. ` _ � ° START OSS R!M • � . a a w �' REF.SCHEDULE � 5" 5"� SNEET S2 FOR . 1/2"EXP.MATL � _� '_ REINF. INFO. EQ. EQ. �, V 64'-0 65'-0@SIM. � - ' Qa TO SLAB -- REF.SCHEDULE SNEET S2 ' � ° 1-J015TS PER PLAN 63'-8 64'-8 @ SIM. - ' � - � 5's 16" RI . 7 SCALE�3/4"= 1'-0 TOF � ' - . ° . � a� - "a 2x6 STUDS�a 16" S6 ° . - oo . u� - �6 STUDS @ 16" CONT.TRTD.2x6 i� � °°� � ., GLUED TO CONC. PERIMEfER DRAIN PER 8a 8m 8p . � GEOTECHNICAL ENG. 2�-�u #5 DWLS.x I Q � = @ 8" L . �� 1/2'Yd x 10"A.B.'s @ 48" 3 SCALE 3/4' = 1'-0 � ' 6 � IN CONT.TR7D.ac6 R 4"CONC.SLAB PER PLAN �5�-0 S6 `1 . �� 75'-8 � ' ' d v�.° '4.A � •o : � : 4' • ' :a � TD S�B O 4 CONC. SLAB PER PLAN TOW a.' - :� 'o - � STONE VENEER------� `� #5's x 3'-6 @ 16"TRANSV. . - - '• j�' � - _ `o a L� PER ARCH. � 75'-0 � (3)-#5's CONT. � (5)-#5's CONT. LONGIT. _ . a. 2}-#5's CONT. TO SLAB ' '. �° . ' .� ° •' (4)-#5's CONT. gN 8N � ' � � TOP&BOT. . - TOP&BOT. 2x6 EXTERIOR WALL N ONT.TRTDS 6 R ■— . � 64'-8 • a °' 4 d: � �� TOF � a ' a- ' ' 1/2"EXP. MATERIAL � �/'� � -� . ��' o . , - ' - � ° (2}-#5's CONT. HORIZ. 2x6 STUDS @ 16" CONT.TRTD.2x6(� 64'-0 4u CONC SLAB u � a ' A ° - 9 ' � _" Q a � � 4 .: . �' ° #5's x 2'-7 @ 12"VERT. d 5"_- '.5" . (�ENLY SPACED) GLUED TO CONC. � r' YOW ' a SLOPING � � ' . Q-a ' ° . e ' . • - • . a '• . � ��S�B ac �a 4"CONC.SLAB PER PLAN (2)-#5's CONT. Q � � 70P&BOT. `'' U 1'-7" 10" 1'-7" ' 72'-8 65'-0 �� � � . 4�_��� BOW � °. • •'4 a•. • a' • .a • 'd ' • ' - • , �. TO SLAB � 10" _ � - c ' n o ///��, ' J . 6 � � V � � ' ��. �� ' ' . V �, 1 i SCALE� 3/4"= 1'-0 .° � � 0 _ S6 :a a� . 4�� 4u' � � (4)-#5's CONT. � 1 1/2"LTWT. CONC. gN g� a- ' �� � 9 SCALE:314"= 1'-0 � #5's @ 16"EA.WAY � 3/4"T&G PLYWD. I-JOIST BLKG. PANELS S6 a W t BTWN.JOISTS @ BRG. a � ..J U 6 CONTINUOUS INTERIOR FOOT{NG OPTIONS SCALE�3/4"= 1'-0 — — — — — — — — — 75�-p ��� S6 CONT. L 4x4x1/4 W/ ° /f� z TO PLYWD. 4"CONC.SLAB PER PLAN 1/2"fd x 4"EXP. •� �` ~` �a� ��� 1�u 2�-0 -8 ' TO SLAB ANCH'S @ 24° . � °' �'�` � #5 DWLS.x �Q w • . ' ° � � '� @ 24" �1� in . a #5 DWLS.x � _ � � � 2-0 . @48u L . �C � #5 DWLS.x � 6" �a- � 73'-7 3/4 � 4"CONC.SLAB PER PLAN L � � TOW SLOPING • @ 24� 6" a • I-JOISTS PER PLAN � � TYP. . • d a� � °'' � a- . 3/16" TO SLAB •. . 2}-#5 s CONT. a.a � ... `I/2"0 x 10"A.B.'s @ 48" g�� g� � . TOP&BOT. . _ a A � � 4' IN CONT.TRTD.ac6 I� 6 3'-� ', : PERIMETER DRAIN PER � •. , °' 4" 1'-4" 4" T O F GEOTECHNICAL ENG. �° 5 8-0 � r � oo . - 4 _ TOF .'°' � .- � _ . - '- _ . a ao � 4 ' d. , 4� 8„ „ • 4w 8�� 4�� � TS COL. PER PLAN 1�_4�� . ''_4° � #5's @ 16"VERT. ASE f� 5/8x10x10 W/ ' - a� STONE VENEER (4)-1/2"�x 6"DCP.ANCH's 5 SCALE�3/4" = 1'-0 2 SCALE�3/4°= 1'-0 "a PER ARCH. S6 S6 '4" 4" 1"MIN. SHIM&NON- � CRAWLSPACE SHRINK GROUT 75 COL. PER PLAN (1)-#4 CONT. HORIZ. . .� z I P R PtAN�B � . ° L 4x4x1/4 RING W/(4}- � BASE R: 5/8x5x0'-10 W/ 63-6 � ' #5's @ 1 6"H O R I Z. 1/2"Q 1 x 4"E X P.A N C H's - (2)-5/8"f�x 6"EPDXY ANCH's SLO P E � T O S L A B P R O J E C T : �7�3�4 �n To s�B D R A W N B Y : TFA o . - . � . �/2°EXP. MAT� a. - � �° �- � - � - � . _ REVIEVIIED BY : JPL � 4"CONC. SLAB PER PLAN 62�-1� � ° ° � D A T E : 4.19.04 #5 DWLS.xI��' a 65'-0 65'-0 TOW ' �q 16�� � • ' 3n � �OW �" '� p - o.e- - ' TO SLAB �. � . 2,-0 R E V I S I O N S : CIR. o #5 DWLS.x �Q ' a'' - #4 DWLS.x o ' ad 16" CONC. PIER = ``' °�24N 6N Q r �N CD s 06.�2.�4 � J °�- -� ���° �a @ 16 Q REVISED 09.24.04 a � ' W/(4)-#5 DWLS.x � SLOPING a " #5 CONT.HORIZ.MID-HT. � ' � 2)-#5's CONT. �-�. 4n ' 6" TO SLAB ' '. -° . ' .' ° #5 DWLS.X (R a d � �_ � .-� TOP&BOT. @ 48q L , 65'-0 4 . . 2)-#5 s CONT. 63 2 6° - (2)-#5's CONT. � TOP&BOT. TOF • d - . �a :4.. � TOP&BOT. TO SLAB " � -° ' • a : � a ' ' - CONT.$"x 1'-4 FfG. (BEYOND} - - °' ' � � � • ' 64'-8 o p ° • • a "_ - T � � . � � �d . � 60�-0 D ETA I LS ' � TOF =- . - � REF. SCHEDULE � � - . • . .d:_ • . REF SCHEDULE <° TOF e - . a.. SHEET S2 FOR � - REINF. INFO. EQ. EQ. -� SHEET S2 FOR � U � REINF. INFO. � - - � - � "' v SEE PLAN 8" SEE PLAN 4„ 8� � � 8� 4� REF. SCHEDULE SNEET S2 PERIMETER DRAIN PER 1�4 REF. SCHEDULE SHEEf S2 �'-4" GEOTECHNICAL ENG. 7� SCA�E 3/4" = 1'-0 8 SCALE 3/4" = 1'-0 4 SCALE 3/4" = 1'-0 1 SCALE 3/4' = 1'-0 S6 S6 S6 S6 PER Af�CHNEER � ����,D� L ���y/ � � �� •�` ;� � 2x6 EXTERIOR WALL---._._ �� � e -� �• � �� � �o@. .� r� . � ' � � r �� � ��, � �� ?/2"fd x 10"A.B.'s @ 48" 4.+�����, '� � IN CONT.TRTD. 2x6 f� �. 93'-0 ^ TOW � (2)-#5's CONT. HORIZ. �� ° ��a TOP&BOT. � � o o r� � t37 N O t` '`3' Ci7 �-- M f�- M ° � 2"CLR. 93�-0 ' x � c� c� d ' . 1/2"QJ x 10"A.B.'S @ 48" TOW m O �t' d' U t3� O� a � , IN CONT.TRTD.2x6 R (BEYOND) 2x6 EXTERIOR WALL � z o 0 ' � a (2)-2x12 TRTD. LEDGER W/TWO ROWS 1 1/2"LT1NT.CONC. � ct: Q t+- r�. � �� �� � �� 1 1/2"LT1NT. CONC. i-JOIST BLKG. PANELS W/ 5-8d �� � � � Q � � � 5/8 0 x 8 EXP.ANCH s@ 16 (STAGGERED) � � 1/2 fd x 10 A.B.s@ 48 z CONT. L 4x4x1/4 W/ � = a � I-JOIST BLKG. PANELS @ 16" 3/4"T&G PLYWD. NAILS @ 24" IN CONT.TRTD.2x12 f� °" � �� 1 1/2"LTV1/T. CONC. 1/2"�x 4"EXP. : f 1/2 LT1NT. C�NC. ANCH'S @ 24° a. :. 4. 4 3/4"T&G PLYWD. 1/2"!2J x 10"A.B.'s @ 48"IN 85'-0 3/4"T&G PLYWD. 3"OF STONE&MORTAR C�NT.TRTD.2x10 f� TO PLYWD. BED PER ARCH. : . � — — — — — — — — — — — 90'-0 91'-0 � 4.. .. TO PLYWD. T��� ..� � a TO PLYVUD. 84'-9 3/4 4"CONC. SLAB . � . � ' ° .� TOW v OD TYP. 6 ° 4 •. — � #5'S @ 12��HORIZ. ���Q ° 83'-7 3/4 • ."° �` • • • 84'-3 -- (EA. FACE OF WALL} • � TOW SOFFIT&W.P. ' �• r � (2)-#5's CONT. . ��' � ` ` ' ' .�°. • ' • ',• . � TO SLAB ' , �. �� �� �� �� � - q -'. . ' PER ARCH. a� ,� 14"I-JOISTS PER PI�4N TOP&BOT. 'a � a . ° ' ' �.� �; � ',� . ��. ,� � �.' � � � � � 89'-9 3/4 ,, . a a. - �* � g � T�W —�- STONE VENEER - Q PER ARCH. 14"I-JOISTS PER PLAN = ' $ 8� }, 3'-0 a' � ° a - . THICKENED SIAB EDGE W/ #5 DWLS.x 4 d• � I ( I � I ( I (2)-#5's CONT. HORIZ. � � �' � @ �2° `Y' • ` � TOP&BOT. - � ' . � �.a�- (2)-#5 CONT. c _ _� a a � (ALT. LEGS) . — — --�- -- ---�- — --� .•" .' ° b - : � � .d - , . . v . , a. , '. . � • z �..r ._.� ._.� .r ; 6�+ ' 4 ° 6n CONT. L 4x4x1/4 W/ � . � 4 �.° - � SEE SECT. 1/S7 FOR REMAINDER OF INFO. � ,_,_� 1/2"�'Q x 4"EXP. °.� - #5's @ 12"EA.WAY A #5's @ 16"VERT. """ —""' ANCH'S @ 24" ' � • w . ') ') �) �) � .° � 4 a w (F�4. FACE OF WALL) . ' . #5's @ i2"HORIZ. � — --- ' ¢.° , 2 SCALE:3/4" = 1'-0 . Q° . I _..,. � _._ � ( ( ( .° •�o . '5u . 5�� S7 z � , .,�,r •a . . � - a� ' .. I I I � I I I I ' 4 'I '• . - b _ ��� �. ' . . � . 1 1/2 LTWT. CONC. #5 DWLS.x IQ_ o � I ( ( ( ( #5'S @ 12"VERT. ° ' . 2x6 EXTERIOR WALL w 8�� L� �a � ---- ` .4 � I-JOIST BLKG. PANELS W/(5)-8d - . ', , , „ 1 5 ' �° I I I I I I I � NAILS @ 24 IfV FIRST JOIST SPACE — __ �- . � STOART OSB RIM LP SOLID 3-0 #5 S x 3-6 @ 16 TRANSV. 75-0 .a ' • 2xDECKING PER ARCH. d .4 ( ( ( � � ( ( 8"5 DWLS.x Q ' TO PLYWD. � �a �1DWLS.x �Q� 1 1/2"LTWf, CONC. (6)-#5's CONT. LONGIT. � °i � ��-5 'a � •a ° (ALT. LEGS} 3/4"T&G PLYWD. 2xt0"s @16°O.C. � � d. �. ° I I I I I I � (7)-#5's CONT. LONGIT. ' � � 3/4°T&G PLYWD. � � a ° 85'-0 - - — 84'-11 � •--�— --- --- -- TO PLYWD. TO DECKING N • � I ��� � ��.� � � � � ' U 5'S x 4'-6 @ 12u TRANSV. � 'ae • ' a �� �j�73'-6 - 4' � � � . . . V J a. . TY OF � a � 14"I-JOISTS PER PLAN � a� :�,.° • � � a . . .a . � .° ° � 4 � _..._ _. � _ • 4� � W .�o � . ' a �� . .°� ' '� �• '4� 1 •e °� .a ! 1 j 1 l � , CONT. 1 1/8 X 14 LP SOLID a • 83'-7 3/4 \ U -�'" � r„L � � � START OSB RIM . TOW .�� _ � � �� PERIMETER a a . ' ° ' � � � a � � ' - d a � ° '. -a 2x10 LEDGER W/(2)-3/4"0 DRAIN PER #5 DWLS.x L a _ • a . T.B.'s @ 16" � � � GEOTECHNICAL � o�c SEE SECT. 5/S7 FOR REMAINDER OF INFO. @ 12� � . ` ` _ 14"I-JOISTS PER PLAN . ENG. �'U 1'-10" 1'-0" 1�_2�� co V 1-6 : a : � °" ° 4'-0" 4'-10u 1�_��� S7 SCALE: 3/4" = 1'-0 (ALT. LEGS} . • . I I I m ' 1/2"0 x 10"A.B.'s @ 48" �° LJJ �—�•� � - oa- � IN CONT.TRTD.2x6 f� a• � Q "� � d ���YI 8 SCALE:3/4"= 1'-0 � � '° • � .'� ��� 5+� (6)-#S'S LONGIT.TOP&BOT d � a � a rn � � STONE VENEER V J a � PER ARCH. #5's x 5'-6 @ 12"TRANSV. � ° � °C J �° w � (� 2x6 EXTERIOR WALL @ 12°TOP&BOT � ._. _.� _� _ v : 79'-6 • . N ` � � 4�� q�� 1 1/2"LTWT. CONC. � � . • -. � ' • e • .e TOF �'" �� �� � �� I-JOIST BLKG. PANELS W/ 5-8d • . • • . . .a . . . . . -2 . L R (2)-5/8°Q1 e.-.a . ' ' 1/2 f�x 10 A.B.S@ 48 ( ) . .. _ . ; .� _ o . � (2)u x12 TRTD EDGEo W/ a TS COL PER PL4N IN CONT.TRTD.2x6 f� NAILS @ 24"IN FIRST JOIST SPACE o � °'� :• � '.� a-' = � _ - a - � '°� Q e: � - - ' o . X 8 EXP.ANCH S@ 16 a . ' ' I � � . a = ' ' � � . I�LJ — � 75'-0 • d _ . . a • '$ . . - • . � . . 75'-0 — — ' ° • rn � � �' ° 74'-9 3/4 TO PLYWD. � - W ♦ BASE fP; 3/4x6k1'-0 ON 1" TOW b • 2�_7" 1p" 2�_7° TO PLYWD. , °' .4 . - i •. � � � M(N. SHfM&NON-SHRINK 6,_p„ (-'j d'. a � � �� 6�� GROUT W/(2)-3/4"0 x 6" r� � � � �- EPDXY ANCH's •° � �NP' � �"� a . Q� 4 SCALE:3/4" = 1'-0 � �� • �° PERIMETER DRAIN PER ( , � � CONT. L 4x4x1/4 W/ . S� GEOTECHNICAL ENG. �.../ . a • � : � � 2x$STUDS @ 16" II II TS COL PER PI�,N (BEYOND) ' 1/2"0 x 4"EXP. . ._ 14"IzIOISTS PER PLAN _ a a • . - � i u . • 4. . �I �� 1/2"(d x iQ"A.8•'s @ 48" ANCH S@ 24 . a � CONT, 1 1/8 x 14 LP SOLID 14"1-JOISTS PER PLAN � $ " IN CONT.TRTp.2x8 F� START OSB RIM . a.. • Q � � 64'-0 . o • . TOW .a . - STONE VENEER �a PER ARCH. ;. n ,r� ' 2x6 EXTERIOR WALL ' �■��� STONE VENEER � ° ': a .� CRAWLSPACE CONT. L 4x4x1/4 W/ 2"CLR. ' 2"CLR. PER ARCH. � �ae 4 �a, 1/2"Q1 x 4"EXP. "� � � 4 " � ' ANCH'S @ 24° � ' f/2"0 x 10"A.B.'s Cr�48" 3"OF STONE&MORTAR d O a. - a - #5's @ 16"VERT. IN CONT.TRTD.ac12 #5's @ 16"VERT. ' #5's @ 16"VERT. � ' ' d R BED PER ARCH. • ' �� . - ° �a � 4"� -4°� 5" 5" 89'-9 3/4 4"CONC. SIAB n . . : : a ° • TOW : . s, CRAWLSPACE a 'd ' a • 4 • 89'-3 � � . ' a . � � .�o�� .�. � .� �o. � �. TO SLAB . v. a . , a� • a • .�. . #5's @ 16"HORIZ. 4: �,:�d #5's @ 16"HORIZ. . 4. . •�'° '� � #5's @ 16"HORI2. �a� Q, #5's @ 16"HORIZ. � � � � � P R O J E C T : 070304 a .� � Q � o . a , . d N a ' . ., #5's @ 16"VERT. �a , � �. 4 �a 8 THICKENED SLAB EDGE W/ � ��a ._ DRAWN BY : TFA #5 DWLS.x ���� #5 DWLS.x �Q,�,, �� . (2)-#5 CONT. � REVIEWED BY : JPL : � �; � @ 16" �`;; o, 16" � . 'a � d � , 4• a. D A T E : 4.19.04 6 . 1'5 � � #5DWLS.x Q REVISIONS : J 4"CMU STONE VENEER #5's x 3'-6 @ 16"TRANSV. � #5's x 4'-4 @ 16"TRANSV. � d @ 121 1�10 C�'s 06.02.04 ° SUPPORT BELOW GRADE �a_ ° 8 _ �a ' .- •• ' i . #5's x 3'-6 @ 16"TRANSV. 4. (6)-#5's CONT. LONGIT. . . {2)-2x12 TRTD. LEDGER W/(2)-5/8"r� � � ! -.� a REVISED 09.24.04 ° � 'a d x 8"EXP.ANCH's @ 16" . , (7)-#5s CONT. LONGIT. a 2u CLR. (5}-#5's CONT. LONGIT. .° (2)-#5's CONT. _ v . . a (2)-#5's CONT. 1 1/2°LTWT. CONC. . � . � 2)-#5's CONT. , TOP&BOT. a TOP&BOT. �� a. � �. U , . 54'-0 N 3/4 T&G PL11ND. ,a N . TOP&BOT. 64'-8 ' <• � 64'-8 � �..- TOF - 4 . ' ' �• ' ' . � � TOF 85�-0 — — ' - o. � .. . � 4 � . • . • • - , � TO PLYWD. d - TOF 4: .. e. . . . p ' • � � . d' . ° a ' p . : a a , . . o s � , s. ' v . , ° , .� " , _ • • a . • . • _ ' • � q � � � . a .: . . � °�� � . �.. � � � - - Q - ° o • a ' • • ' 4 ' a .: . � ° � -°d � � � � � DETAILS ' . v . . �a . � . . . p' , • p . ., v. . : e. f O�P r a • a • ' Q . , ' a � � °� ° � 4 ' � " PERIMETER DRAiN PER " � " � � ° �° � - e� ° � � • a.° ' a - . • '. � -� =d GEOTECHNICAL ENG. � � ' ' ' � � oc PERIMETER DRAIN PER "' v 1'-7" 10" 1'-7" 2'-0" 10" 1'-2" "' v 14"I-JOISTS PER PLAN 4 � `''� 1'-4" 1'_p" 2,_g■ GEOTECHNICAL ENG. 4'-p" 4�_p�� _ . 4'-10" . SEE SECT. 1/S7 FOR REMAINDER OF INFO. 7 SCALE:3/4" = 1'-0 5 SCALE:3/4" = 1'-0 3 SCALE:3/4" = 1'-0 1 SCALE:3/4"= 1'-0 S7 S7 S7 S7 kP'r . RC O �� � 2x6 EXTERIOR WALL � ..e• � � ' 14"I-JOIST PER PLAN (CANT.) .����P� '.�% � .� }��°4' �'"' '� , ,A'�e� s,'�'�� �"� 1 1/2"L11NT.TOPPING ° R 3/4"T&G PLYWD. a W 12x72 W/CONT. RIPPED 2x TOP �:�° \s.o � i�DRIVE PIN TO TOP FLANGE @ 16"O.C. � �p��:�' S � � t, � 75'-0 2"RETURNS ` TO PLYWD. 2x6 EXTERIOR WALL 3/16" i, 2xDECKING PER ARCH. � 84'-11 1 1/2"LTWT.TOPPING TO DECKING 84'� �. Q o � ., � N O h. , , , , TO STL. ,d„ C� r M 74'-9 3/4 3/16"�C 3/4"T&G PLYWD. Q-n•P. � � - � �- ti M (3)-LAYERS CURVED 1/2" TO STL. ^ _ _ _ , ' ' . RI - 85'-0 — — — — — — — — — � � O � � � d�- PLYWD M W/(3) ROWS m O 8d NAILS @ 12" �� s TO PLYWD. 2x10 @ 16"O.C. • v � � W 12x35 W/CONT. RIPPED — —_ . 2x TOP f�DRIVE PIN TO � 84'-9 3/4 I � o 0 0 TOP FLANGE @ 16"O.C. � � TO STL. QD �fYP. . i W 1 0x 3 3 W/C O N T. R I P P E D 2 x T O P R JQCQNNECTION: d � � I-JSTS. BLKG. PANELS _ J L 4x4x1/4 x0'-51/2 W/(4)-3/4°0 a ¢ @ BRG. � DRIVE PIN TO TO FIANGE @ 16"O.C. THRU-BQLTS(fW0 EA.SIDE OF WEB) "' � PACK WEB SOLIp&BOLT W/NVO C�PE TOP&BOT OF FLANGE AROUND I 16 SCALE:3/4"= 1'-0 � ROWS OF 5/8"�'6 THRU-BOLTS @ 24"O.0 W�� S8 14 I-JOIST PER PLAN TS COL. PER PLAN W 12xi9 W/CONT. RIPPED 2x TOP 5 SCALE:3/4'= 1'-0 � FROM ABOVE I RDRIVE PIN TO TOP FLANGE @ 16" O.C. S$ .� 1 1/2" LTWT.TOPPING CAP f�-1/acBM.WIDTHxO'-8 W/ � 3/4"T&G PLYWD. I (2}-1/ " T.B.'s 2x6 EXTERIOR WALL 3�16„ W 72x72 W/CONT. RIPPED 2x TOP � O 75'-0 1 1/2"LTWT.CONC. F�DRIVE PIN TO TOP FLANGE @ 16" _ O.C. � TO PLYWD. � W 1�� / � 3/4"T&G PLYWD. TS COL. PER PIAN 2xDECKING PER ARCH. 3�.i6p -{2'RETURNS � 74'-9 3/4 END R: 1/2x1'-Ox1'-3 � � � . � � TO STL WELDED TO W 12x53 - -�— - - — 85'-0 TO PLYWD. z W 8x37 8 SCALE 3/4°= 1'-0 - 84'-4 3/4 � O-n.P. 84'-9 3/� S8 84'-11 - �..�...� .�,. ; N TO STL. TO STL. TO DECKING gq,� � � 1/4 FITTED WEB STIFFNER 14' I,JOIST PER PLAN DECK FRAMING NOT � �* , � TO S7L W (ONE EA. SIDE),TYP. @ BRG. SHOWN F�R CLARITY 5/8"xBM.WIDTHxO'-10° O�P. � � ` .. _ � W 12x26 W/CONT. RIPPED gRG• R W/(4)_1/2"�u �° THRU-BOLTS (2)-1 3/4 x 14 LVL W/ � � � 2x TOP RDRIVE PIN TO TOP (TWO EA. „ , 1/4°FITTED STIFFENER FLANGE @ 16"O.C. SIDE OF WEB} (3)-3/4 0 T.B.s IN END F� f�s (EA. SIDE OF WEB} CAP ft?: 1/2x12x0'-10 W/ °� (4)-1/2"Q�T.B.'s 2x10"s @16"D.C. � J L 4x4x1/4 x0'-81/2 W/ � 15 SCALE:3/4" = 1'-0 TS COL PER PLAN —/� 6x14 (6}-3/4"!?�THRU-BOLTS - � � S8 2x6 EXTERIOR WALL ' (THREE EA.SIDE OF FLANGE} 11 SCRLE�3/4°= 1'-0 N 3/16" 2"RETURNS i 1/2 LTWT.TOPPING 4 SCALE 3/4"= 1'-0 2x6 EXTERIOR WALL S8 2x6 EXTERIOR WALL S$ ' 3/4"T&G PLYWD. 1 1/2"LlWi".TOPPING PROVIDE(4)-1/2"0 THRU-BOLTS _ _ _ _ ` r 2x6 EXTERIOR WALL (fW0 EA. SIDE OF WEB) 85'-0 CONT. 1 1/8"x14"LP SOUD START 14"I-JOIST PER PLAN 3/4"T&G PLYWD. W 12x72 W/CONT. TO PLYWD. 84'-9 3/4 1 1/2°LTWT.TOPPING OSB RIMBOARD , RIPPED ac TOP PROVIDE SOLID BLKG. @ BRG. TO STL. O 84'-9 3/4 acDECKING PER ARCH. �� f�DRIVE PIN TO 2xDECKING PER ARCH. �TO STL. OO NP• �, 3/4"T&G PLYWD. 75'-0 TOP FLANGE @ 16" 84, �� - �� TO PLYWD. �•C� 2x10 @ 16"O.C. TO DECKING 85'-0 — �,_�� TO PLYWD. TO DECKING � - 84'-8 14"I-JOIST PER PI�1N (2}-1 3/4x14 LVL r > i t TO S7L. OO IYP. � � " QF TYP. W 12x79 W/CONT. RIPPED 2x TOP L 4x4x1/4x0'-81/2 W/ � Q f"� 74'-9 3/4 F�DRIVE PIN TO TOP FLANGE @ 16" (3)-3/4"B THRU-BOLTS � ) ' .. TO STL. O.C. 83'-7 3/4 � � v I 83'-7 3/4 TO STL � � CONT. 1 1/8"x14"LP SOLID I I TO STL. 3/16" 2x10"s @i6°O.C. � START OSB R�MBOARD �,�,-n,P 14"I,101ST PER PLAN � � � ' CONT.2x10 LEDGER W/ ', W 12x35 W/CONT. RIPPED TS COL PER PLAN W 1ac30 W/CONT. RIPPED 2x TOP �2)-3/4"0 THRU-BOLTS � P ^ � I ! 2x TOP R DRIVE PIN TO (2)-1/2"ID x 6"LAGS INTO POST � ft'_DRNE PfN TO TOP FLANGE @ 16" � �, J , o.�. � � o TOP FLANGE @ 16"O.C. PER PLAN (ONE EA.SIDE OF WEB) CONT.2x10 LEDGER W/ I I 7 SCALE�3/4" = 1'-0 3 SCALE 3/4`= 1'-0 � (?}-5/8"Ql THRU-BOLTS PROVIDE SOLID BRG,f� S8 S8 O POST PER PLAN (BEYOND) , I I + � � � W 12x30 W/CONT. � RIPPED ac TOP I 5/8"xBM.WIDTHxO'-10" 2x6 EXTERIQR WALL 2x6 EXf'ERIOR WALL I I I I f�DRIVE PIN TO CAP I� W/(4)-1/2"g° � � 1 1/2"LTWT.TOPPWG � � I TOP FLANGE @ 16" I THRU-BOLTS(TWO EA, t n 14 SCALE'3/4" = 1'-0 p C SIDE OF WEB) V �� � S8 • I 3/4"T&G PLYWD. 2xDECKING PER ARCH. � ., 1/4"FITfED WEB STIFFNER CANT. I-JOISTS Q f 2x6 EXt�ERIOR WALL TS COL PER PLAN (ONE EA. SIDE),TYP. @ BRG. - - - - — � � �'�j (3}-tAYERS CURVED 85'-0 - - - - - - - - - - - - -- � 84'-i1 � � 75'-0 - - - - 1/2"PLYWD. RIM TO PLYWD. TO DECKING TO PLYWD. 74'-9 3/4 �� � SCALE�3/4"= 1'-0 DECK NOT SHOWN U TO STL. S8 FOR CLARITY 84 8 � � (2}-#5's C�NT. HORfZ. O-n,P &TOW TO STL. � 70P (1)-#5 x 4'-0 CONT. 1/2'k10"FITTED F�W/ STUD PACK PER PtAN O STL. � � H�RIZ. CENTERED ��� 1/4"FITTED WEB 1a'IYP. ST(FFNER @ W 8x40 ( � � BEHIND POCKET,TYP. �� PROVIDE SOLID BRG. f� LOCATIONS ALL PKT.'s ARE 5" II W 18x65 W/CON7. RIPPED 2x TOP 1�° 2x10"s @16"O.C. � INTO WALL,TYP. �J . RDRIVE PIN TD TO FLANGE @ 16" O.C. PACK WEB SOLID W i2x30 W/CONT. 1/4"FITfED WEB SIIFFNER � (2}-1/2"�d x 10"A.B.'s �- - � &BOLT W/TWO ROWS OF 5/8"fd I I (ONE EA.SIDE),TYP. @ BRG. (ONE EA. SIpE OF WEB} 4" 4" TNRU-BOLTS @ 24"O.C. RIPPED acT�P �' � � 1/4"FITfED WEB STIFFNER �DRIVE PIN TO 5/8"xBM.WIDTHxO'-10" � 1°SH(M&NON-SHRINK ( TOP FLANGE @ 16" I ONE EA. SIDE},TYP. @ BRG. �•C• CAP F�'W/(4}-1/2"!?" GROUT THRU-BOLTS(fW0 EA. SEE SECT, 3/S6 FOR REMAINDER OF INFO. I-JOISTBLKG. PANELS B1WN. I I SIDE OF WEB} 2x6 EXTERIOR WALL 3�16�� 1 1/2"LTWT.TOPPING JSTS. @ BRG.,TYP. TS COL PER PLAN 13 SCALE'3/4" = 1'-0 1/2'k10"FIll�ED F�W/ 1/4" 3/4"T&G PLYWD. S8 FITTED WEB STIFFNER @ W 8x40 LOCATIONS 85'-0 - - - - - - — — � — P R O J E C T : 070304 TO PLYWD. 2 SCALE�3/4°= 1'-0 S8 DRAWN BY : TFA 84'-93/4 REVfEWED BY : JPL 1 1/2"LTWf.TOPPING 84'-8 TO STL. ONP• TO STL. 2x6 EXTERIOR WALL— D A T E : 4.19.04 �L 4x4x1/4 x0'-8 W/(4)-3/4"B x 6"EXP.ANCH's 3/4"T&G PLYWD. R E V I S I O N S : (i1N0 EA. SIDE OF WEB) 83'-7 3/4 85'-0 — — 2"RETURNS TO STL. 1 1/2°LT.WT.TOPPING , o �'� TO PLYWD. 3/16" 14 I-JOIST PER PLAN acDECKING PER ARCH. a $4-11 ° s 06.02.04 a. TO DECKING 84'-9 3/4 s/4°T&G P�Yw�. 0 REVISED 09.24.04 84�8 TO STL. QD IYP. W 12x53 W/CONT. RIPPED 2x T�P _ _ O � . �� TO STL. - ODRIVE PIN TO TQP FLANGE @ 16" TO PLYWD. $4�-11 TO DECKING 3/16" 2u RETURNS , ' �a' '� R PPED ac OP{F�RIV P}IN/CONT. 5/8"XBM.WIDTHxO'-6" T�STL. ,_,.� 14"I�JOIST PER PLAN TO 70P FLANGE @ 16" CAP(� W/(2)�3/4"fd � W 10x33 W/CONT. RIPPED 2x TOP FLDRIVE PIN QJ C�NNECTION: THRU-BOLTS(ONE EA. W 1ac53 W/CONT. RIPPED 2x TOP TO TO FLANGE @ 16"O.C. PACK WEB SOLID& J L 4x4x1/4 x0'-51/2 W/ �•C• SIDE OF WEB) RDRIVE P(N TO TOP FLANGE @ 16" 14"i-JOIST PER PLAN D ETAI L BOLT W/11N0 ROWS OF 5/8"f�THRU-BOLTS @ W 1��W�CONT. RIPPED 2x TOP (4}-3/4"0 THRU-BOLTS S � 24"O.C. RDRIVE PIN TO TdP FLANGE @ 16" (MI E� TS COL. PER PLAN O.C. O.C. O EA.SlDE OF FLANG W�2x72 W/CONT. 2x10"s @16°�.C. , � RIPPED ac TOP , f�DRIVE PIN TO COPE B�T OF BM. FOR CEILING TOP FLANGE @ 16" O.C. 3/16" 12 SCALE 3/4" = 1'-0 9 SCALE�3/4"= 1'-0 6 SCALE 3/4"= 1'-0 1 SCALE:3/4' = 1'-0 S8 S8 $8 SS __ . . � `- ' �``�D s� ��� �LT.n �' '� � �'•,��c3 � • � • J i�yis �'`� e '� i� C� �y9: $� '�+7` i O' °'�'°'d 1 1/2"LTWT.TOPPING �'p'•. � � 3/16" 2"RETURNS �;�l���� ..�-e 3/4"T&G PLYWD. ��_ SEE PLA� \ TO PLYWD, SEE PLAN � TO STL. � � d7 N O ti OD TYP. _ d- i� r M - � r" I`�- M X � " ' C3] � 3/4"T&G PLYWD. 2x6 EXTERIOR WALL — STL. BM. PER PLAN W!CONT. RIPPED °� � � � 1 1/2"LTWT. CONC. 2x TOP FtDRIVE PIN TO TOP FLANGE O z p p 14"I,101ST PER PLAN @ 16"O.C. (COPE FLANGE UNDER n: o r-. r_ �,� �,� TOP FLANGE OF W 18x65) �NP' a �' �' � � z � STL. BM. PER PLAN W/CONT. °' � (JOISTS NOT SHOWN _ �,� = RIPPED 2x TOP F�DRIVE PIN TO Q CONNECTION: 5/8"ROOF SHEATHING TOP FLANGE @ 16"O.C. J L 4x4x1/4 x0'-8 1/2 W/(6)-3/4"fT FOR CLARITI� � = THRU-BOLTS(fHREE EA. SIDE OF WEB) RAFTERS PER PLAN r- - �'� - 8 SCALE:3/4"= 1'-0 2x BLKG. PANELS S9 SOFFIT&W.P. PER ARCH. �,� ��, � '' 4" *- 1 1/2"LTWf.TOPPING `r QS CONNECTION: 14"I-JOIST PER PLAN A TMP ,� L 6x4x5/16 W/(4)-3/4"(d (2)-1 3/4 x 14 LVL 3/4"T&G PLYWD. 5 1�'? Q 10x16 T.B.'s& (3)-3/4"f2�x 4" EXP,ANCH's. INTO CONC.PIER 75��p (1)�/4"0 x 1'-2 LAG � 74'-9 3/4 TO PLYWD. v TO STL. 10x10 POST .� +- � c � 11 SCALE:3/4" = 1'-0 J L 4x4x1/4 x0'-11 1/2 W/ 8-3/4"QJ 10x16 DF#1 � � . � � � S9 ( ) THRU-BOLTS(FOUR EA. SIDE OF WEB) (2y-3/4"fd x 8"LAGS z 1/4"FITTED WEB STIFFENER (1}-3/4"PJ x 1'-2 LAG -- 10x16 � c� (ONE E OF B) CONT. 2x12 STRUCT. 73'-7 3/4 SUB-FASCIA _ - ' .: ur TOW � �< W 21x117 W/CONT. RIPPED 2x TOP BM. PER PLAN W/CONT. RIPPED ' : � •. 2x TOP l�DRIVE PIN TO TOP •. ' : R D R N E P I N T O T O P F L A N G E @ 16" � FLANGE @ 16"O.C. ' � � O.C. (COPE FLANGES @ BOT& o� z (2)-#5's CONT. HORIZ. ' � - TOP&BOT. �' � ��� TOP FLANGE�F W 18x65) (2)-3/4"fd x 1'-0 LAGS � d ' : � STONE VENEER 7 SCALE:3/4" = 1'-0 z a • PER ARCH. S9 . � ° ' a (VERIFY THIS SIDE) 4�� STONE VENEER �`� '� 2x6 EXTERIOR WALL PER ARCH. 1 1/2"LTWT.TOPPING ° . •a 3"OF STONE&MORTAR SEE DETAIL 1/S3 . BED PER OWNER ON FOR PACK OUT � � WATERPROOF MEMBRANE 3/4"T&G PLYWD. 10x10 POST NOTCHED •° '-�• 10" PER ARCH. TO RECEIVE 10x16 BM. � 1-JSTS. BLKG. PANELS @ BRG. 4"MAX. • 4"�° 2"CLR. O CLR. . 70'-0 MAX. 3/4"T&G PLYWD. •. .y- . 75'-0 �� ' < TO GRAD� TO PLYWD. r� #5's CONT. HORIZ. -- 74'-6 �.! J @ 6" .� � TO PLYWD. 74'-9 3/4 � �� a�� ' � TO STL. \ a�. L P. 3 SCALE:3/4" = 1'-0 � � i __ S9 I d ' d _ O 14"I-JOIST PER PLAN � � � #5's VERT. @ 16" ��+ • 1 3/4 x 91/2 LVL @ 16"O.C. `'� RAFTERS PER PLAN 5/8"ROOF SHEATHING � #5 DWLS.x 3'-0 @ 6"EPDXIED 2"RETURNS �.L� � a' � IN 3/4"f�1 x 6"HOLES IN EXSTG. W 24x117 W/TWO CONT. RIPPED 2x TOP 3�16� 2x BLKG. PANELS �SEE ARCH. . CONC.WALL • � � � . F�.DRIVE PIN TO TOP FLANGE @ 16"O.C. : 4 `m� � n �6r� � � ° �' QJ CONNECTION: W 12x35 W/CONT. RIPPED V � " 'a J L 4x4x1/4 x0'-5 1/2 W/ 2x TOP I�DRIVE PIN TO . ;'� : (4)-3/4"fd THRU-BOLTS TOP FLANGE @ 16"O.C. W � � CONT. L 4x4x1/4 W/ _. A . PERIMETER DRAIN PER (fW0 EA. SIDE OF WEB) FLANGE OF W 20 jjR BOT. • I 1/2�7 x 4 EXP. � � GEOTECHNICAL ENG. ) CONT. RIPPED 2x NAILER F�. �STL. BM. PER PLAN � �1 DRIVE-PINNED TO STL. BM. @ 16" ! ANCH'S @ 24" �- °" 6 SCALE: 3/4" = 1'-0 (ALT.SIDES OF WEB) � I . �. � � 63'-4 S9 CONT.4"x 10"VOID BOW ' FORM � � TS COL. PER PLAN r n 3/4"T&G PLYWD 2 SCALE:3/4"= 1'-0 v J � 10 SCALE:3/4" = 1'-0 BRG. R: 1/2x4x0'-10 W/ � " S9 85'-0 (4)-1/2"fd T.B.'s S9 � � TO PLYWD. 4�_��� _ � � , 84'-9 3/4 5/8"ROOF SHEATHING,TYP. LVL RAFTERS PER PLAN � � (2)-#5's CONT. HORIZ. TO STL. /��1 7/g"�,)OISTS PER PLAN U TOP&BOT. � � � 2x12's @ 24" PER PLAN � � TOW � � _,,,�„_ CAP F�; 1/2x4x0'-10 W/ � --- (4)-1/2"fd T.B.'s � IVI IVI IVI IVIYI IVIVI IVIYI �, �'- TS COL. PER P�N IIII I11I IIII IIII(II I14IIII IIIIIII , � FOR REMAINDEFi OF REINF. (NFO. 2 � � . - REF.TO APPROPRIATE DETAIL (2)-#5's x � = 5 SCALE:3/4" = 1'-0 ° O 2�-0 S9 = � (2}-#5's CONT. HORIZ. TOP&BOT. 2,-0 CONT.2x12 STRUCT. SUB-FASCIA �� ���� 1��� BM. PER PLAN PER PLAN W/(4)-10d NAILS @ EA. LOOKOUT SPLICE F�s: 1/2 x 8 x 1'-0 W/ 10" 2 � � CAP R 1/2xBM. FLANGE WIDTHx a TOW (6)-3/4"f�J T.B.'s 3 EA. SIDE (2)-#5's x � � __^ �� CONT. RIPPED 2x NAILER R „ OF WEB �_ �� � DRIVE-PINNED TO STL. BM. @ 16" 2x12 LOOKOUTS @ 24 ) 0 10 W/(4)-1/2 0 T.B.s (ALT. SIDES OF WEB) (2 EA.SIDE OF WEB) 2'-0 2'-0 2x BLKG. PANELS 1/4"FITTED WEB P R O J E C T : 070304 5/8"ROOF SHEATHING RAFTERS PER PLAN STIFFENERS EA. SIDE OF WEB �A �� 3'-0" 3'-0" 5/8"ROOF SHEATHING,TYP. 12 D R A W N B Y : TFA PER PLAN EXTEND HORIZ. REINF. 5�- TS COL. PER PLAN REVIEWED BY : JPL TOF 2'-0 PAST STEP TYP. 2x10 BLKG. PANELS 3 1�2_ D AT E : 4.19.04 g LVL RAFTERS PER PLAN—�� R E V I S I O N S : � FOR REMAINDER OF FiEINF.INFO. w CONT. RIPPED 2x NAILER R 2x12's @ 24" BRG. f�: 1/2xBM. FLANGE WIDTHx REF.TO APPROPRIATE DETAIL a- DRIVE-PINNED TO STL. BM. @ 16" 0 10 W/(4)-1/2 QJ T.B.s CD'S 06.02.04 2x BLKG. FOR DEG. (ALT. SIDES OF WEB) _ CONT.2x4 BRG. R (2 EA. SIDE OF WEB} Qi REVISED 0924.04 � - 1 TIMBER MOUNTING I = W 10�C30 � � 1 � 2x12 BLKG. PANELS _ 1/4"FITTED WEB STIFFENERS 3/16 EA.SIDE OF WEB 1�° 1��� SPLICE F�s: 1/2 x 8 x 1'-0 W/ CAP H?: 1/acBM. FLANGE WIDTHx �� �- STL. BM. PER PLAN �^ �_ PER PLAN (6)-3/4"fd T.B.'s (3 EA. SIDE 0'-8 W/(2)-1/2°�d T.B.'s �� � TOF 1/2"PLYWD.OR OSB jN WD! POST ER PLAN OF WEB) D ETAI LS (2 EA. SIDE OF WEB) SHEATHING,TYP. (1 EA SIDE OF WEB) TS COL. PER PIAN z POST PER PLAN � � � TYPICAL FOOTING STEP SCALE:3/4" = 1'-0 W 4 SCALE:3/4" = 1'-0 1 SCALE:3/4" = 1'-0 S9 °' S9 S9 � _ ,.,�,- s�� � � �I�C3� l� � A, � I I ��. �� I l� � � O� �UI DI I�IC P' l�1VI I'T' � � O'T' '� AIVI l� U D P .�.`T' C l� �al� �U�3L�I'�ISIUI'�I � � � �� �"o�� o�° ��1�, Cou�� o� �A���, � �TA'T°� UF° G�L,Ol��DO �'�� �'� s 8$'S6'44�� E 167.74� FOUND SURVEY MONUMENT 16.8' - 150.9' 1.5° ALUMINUM CAP ON #5 REBAR, LS 11643 � ����� � � � , � �O � ��� ��', ��� �� '0 6': 'S' ��? LOWER � WOOD DECK � ?RO, +� �� � ROCK ��` � UPPER � � WALLS ,�'�• �j WOOD �Cfl ,� •O• DECK d OQ �. . �� Q -- � � �0 0 OVERHEAD �`L' Q WOOD DECK �.� 3 STORY STONE /WOOD CANTILEVER FRAME RESIDENCE '`�o- nie AREA UNDERGROUND PARKING R=40.00 �R L=31 .91 ° Tan=16.86 0 �^ �45'42'44" CONCRETE ^ '°s- WALL APPROXIMATE LOCATION Ch=N 04��6'S1��W CONCRETE OF STONE TEL PED PAD �� RETAINING 3� .O7 0 COVERED p O- WALLS ❑ ENTRY ^. C R��NHIL,L, �C�UR'T' °`� �'� ° CO PADE� o' ,��' � 4j� ��I F�UBL,IG RIC HT � �F � �AY BRICK �' CANTILEVER �p� PATtO � Cu��L���SAC � '� �o Op 0 DO � � ss 0' � i ^ O 1..�0� � � � � 0.5�5 AGR�S g �r���r ra► N ��.' 'I 3 'I O SS4 ' W � ,, � ,�o ,�o� ��o � NOTES: 1) STREET ADDRESS:1310 Greenhill Court (not ��� � � �93�? 2, posted) 2 DESCRIPTION 2) Legal Description Record Easements, Setbacks, and Record Deed Lines were derived from the Lot 17, Amended Plat Gten Lyon Subdivision, Amended Plat of Glen Lyon Subdivision. according to the Final Plat thereof recorded July 18, 1978, at Reception No. 168773, filed in the Office 3) Improvements and Apparent Deed Line locations of the Clerk and Recorder, Eagle County, State of are based upon monuments found during the time Colorado. of this survey as shown hereon. p.�p REG/ST CERTIFICATION O�.''�p,COBq'• F'P FOUND SURVEY MONUMENT p`.';O�`�� R� '.O � 1.5" ALUMINUM CAP ON I hereby certify that this Improvement Location :s l �7�� ' #5 REBAR, LS 11643 m:p Certificate was prepared for Purchase Development y�.:' �� LLC, that this is NOT a Land Survey Plat, °�F�• . .. .J� Improvement Survey Plat, or statutory Improvement s�NA��PN Location Certificate, and that it is not to be relied upon for the establishment of fence, building, or other future improvement lines. Theodore J. Archibeque PLS 37902 IMPROV�MEI�iT LOGATION G�RTIF`IGAT� I further certify that on this date, November 9, 2005 Profe�sional Land Surveyor • • T ��T � "7' the improvements depicted on the above described Archibeque Land Consulting� L�� parcel, are entirely within the boundaries of the AM�ND�D PLAT GL��H L.�YON SUBDIVISIaN parcel, except as shown. "' Professi.onal Land Surveying 8� Mapping "' TOWN OF VAIL, GOUNTY OF EAGLE, 105 Capitol Street, Suite 5 - P.O. Box 3893 STAT� OF COL,ORADO NOTICE: AcGOrding tp Cqlorado law you must cOmmence any legal DRAWN BY: ]OB NUMBER: DRAWING NAME: action based upon any defect in this survey within three years after you Eagle, Colorado 81631 CAP 05213 05213-ILC.DWG first discovered such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the 970.328.6020 O�ICe 970.328,6021 Fax date of certification shown hereon. sHE� 1 oF 1 17-���-�5 TjA DATE: CHECKED BY: