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Residences at Briar Patch Parcel B
_ _ � APPROVED � � a° Communiry Deve�opment Department i 041585.00 TC� IVNOF VA�L Building Safety and Inspection ServICe9 sectio o - 10/07/05 !.�'crnational euiiding Coddlntematlonal Fesldondal CD E Code alidity ct permit The issuanca or grantin� ct o perr, ;:l chs!I not be construed to be a permit tor, or an approvcl ct, try �:'o!c+.!en of any of the provisions of this code or cf 2ny othcr cr�'nzr.o� ;:' :�^ FINAL jurisdiction. Permits presuming to give euthoribj U vic'_'� r.r car_tl Ihg provisions of this code or other orclinances of the j;:dsd.�tlon c;�_:I n-t 0� valid. The issuance of a permit based on construction docu^cr,;a end � other data shall not preveni the building otticial from reGcirinc� tio ;� crortection of errors in the construction documents and othor tlflta. Th� � building official is also suthonzed to prevent occupancy cr usa of a - strudurs where in violation of this d or of any other ordineneea Of � this jurisdiction. � PLANS EXAMINER: DATE �' p I � � ' � �y Lf,11�� ��,� ��� � � � f�K- l�fh� 1.S {�1.p TN �o¢�yN PA?� , � � �W►J GF-� ��i pl.� fU � • � .�� ! a+��l'1l� ��+ �N � � I � � � �� �T`'`�fJ r'vDtL Nf}14 qa'b I � I o � 1�'C{�tMM�- t�,Rt.c_ L�rJ�-it,S I 4 � NeT65 N� A✓ �D 5�1� � �., �F �!/y�.5 � � � v. ,.. * u r ^'} � .. 6 M . 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ARCHITECTURE - PLANNING - INTERIORS 48 Fast Beaver Creek Blvd., Suite 303 233 East Canon Perdido Str�eet � P.O. Box 1976 - Avon, Colorado 81620 Santa Barbara, Califomia 93101 (970) 949-0257 FAX (970) 949-1080 (805) 963-6890 FAX (805) 963-8102 CQ 2005 ZEHREN AND ASSOCIAIES , iNC , I��III��I�I��I��Ii��IryIII�IIIIIIIIBIIIf�I ' f • Vo ZW — � � ° I IW— ? s M QZ � � � y � tPf V g •- � a $ E �- o� a� . � C� � NEfi�,4L STfi�UCTUR�4L c!� � � � � � � 0 �� � � JEC Properties C ( � f �. � NC� I N � � i� � RROYO ENCxINE � RINCx , � �. c cn � � � o 0 0 Cot� tact : Dr . Kemil ,4. Rizk P.O. Box 29 � � A m.1 PROJEGt C�ENER�L INFORMAtION SNEET 5�.� 1 C�ENERAL NOt� S Q � °c � m � I� irector Crtenera I Edwards Plaza I , Unit 16 � 5�.�2 TYPICAL DEt �41LS W �„�, �4i�K0 , 5 .,4, de C .Y. �� 5 � � dwards �4cc � ss Road 5�.�3 TYPIC ,4L UEt ,41LS � _ � m c Q ° Q ° Monte fi�elvoux No . 111 PB - 1 Edwards , Colorado 81 � 32 C f Y I 5�.�4 S N E A R U J A L L D � t A I L S Z V M o z 0° � °° � � N � � Q Z � Z Lomas de Chapultepec Voice : l9 J � 92 � - 2 'i28 52 .� 1 FOUNpATfON PLAN = � U � 1"�exico 1� .F . I1 ��� Fax : � 97 � ) 92 � - 2 "13 � C1 . 1 CrtRADINCrt ANp pRAIN,4C�E PLAN w w � w V o i c e : � 5 2 � � 5 5 � 2 � - � � 2 9 L e ea ar r o o - e n i n e e r in c om 52 .11 . MAIN FLOOR FRAMINGc PLAN � � o w o Fax : C52 � 55 552 � - 5 � 38 y g g 52 .21 ROOF FRAMIN� PLAN o L ,4NDSC ,4P� e - ma 11 : krizk� prodigy .net .mx S � � C � � ,� R� DIUINE �NC� IN� � RS, ( NC. L1 .1 L �4NDSGAP� PLAN 55 .01 FOUNp ,4TfON DETAILS o ^ � � � mrizk� prodigy .net .mx -' � � �" 0° o � � 55. 11 FLOOR D� tAILS Contact : Bob Redwine , P.� . � S .E . 55.21 ROOF p � t,41LS �3 .$ � co o0 ARC{-� lTECTURAL � � � �' o 0 � � � � � � � � P.O. Box SJ�9 55 .22 ROOF pEtAfLS �'n ,� �C � I � � C � z � HREN �4NU �4SSOG1 �4TES, INC . ,4von, CO Sl �o2 � -� vo o � ,` �8 E B�aver Cr ��k Slvd , Suite 3 � 3 �/oice : 19� � ) �148 - � � 11 �41 .1 LOUIER LEvEL FLOOR PLAN m . �+ � � � von , CO 81 � 2 � �ax : C9� m � '1 �8 - s�� 22 A1 .2 MAfN LEv� L FLOOR PLAN � � � � Contdct : pav � Kaselak E - mail : bredwin � aredwine - engineers .com �41 .3 ROC�F PLAN v � ^ Cath�rine ,4shton A2 .1 EXTERIOR ELEvAtIONS . . ' � 1 � 1 � o N c� V o i c e : l 9"1 � ) 9 4 9 � 2 5 7 N �n k e s �n d � s s o c i a t e s ,4 2 .2 E X t E R I O R E L E Y A T I O N S ' ' " �'� m x � w z Fax : � � -� � � ��� � r�8� � ,41�lI� SC � i= � _ . . . � Contact ,4� dy 4-I�nk� s A2 .3 EXTERIOR ELEvATIONS COURTI'�4RD , � ^, > e - ma11 : dkaselak� zehren .com lStreet ,4ddress � A3.1 BUfLDINGc SECTIONS • � � � v � w cashton � zehren .com CCit , State , ZfP � ' ' � • � } Z y A3 .2 RUILDINC� SECtIONS VOICc° : ( �] 1 � ) � � 1 — � � � � J J (� I �N � � � IO � "J zE � R� N �4ND ,4SSOC1 ,4T � S , INC . Fax : lnumber ) �4�. 1 LOUJER LEvEL REFLECTED GEILINC� PL �4N � . . . ; j w A� .2 M �4 1 N L � 1�� L R E F L E G t E D C E I L I N C� P L �4 N ' � Contact : par let� � Ze hret� � � . . J � j � Voice : � 9� � ) 9� 9 �25 � I � � o �a x : 19 � � � 9�9 - 1 �8� v w � � e - ma i I : dz�hren � zehren .com SEAL � �� � ,4C ARCHITECTUR�4L CONGRETE CMU CONCRETE M�4SONRY UNIt �XP�, EXP�4NSION NH NAND HEUJN N NORT�4 R RfSER t tRE ,4D ACOUS ACOUStICAL CO GLEAN OUT EXT EXTERIOR HORZ HORIZONTAL N/�, NOt ,4PPLICABLE R8 RESILIENT BASE TSS tOP OF STRUCtURAL SL ,4B r4CT ,4COUStIC CEfLINCx TfLE COL COLUMN HP �-IIC�N POINT NIC N07 IN CONtRACt RC RESILIENt CHANN�L TSF TOP OF StRUCTURAL �LOOR �p ,4REA pR�41N CONC CONCREtE �D FLOOR DR�41N NR HOURS NO NUMBER RCF R,41SED COMPUtER �LOOR TF� TOP OF � INISN �LOOR l . DO NOt SC,4LE DRAIUING�S. ApJ ADJAC�Nt CONSt CONStRUCTION � pN FOUNDATION HT HEICxH7 NOM NOMIN,4L RCP REFLECTED CEILINCa PLAN TC 70P OF CURB 2 , DIMENSIONS ARE to F,4C� O� StUD, GENtERLINE O� CxRID, ,4FF A801/E FINISH FLOOR GONT CONTfNUOUS FEC FfRE EXTINC�UfSHER CABfNET NTS NOT TO SCr4LE RD ROOF pR�41N TEL tELEPHONE ,4Np FACE O� CONCREtE , UNL � SS NOt� D OtNERUJISE . AFP A,COUSTIC �ABRIC PANEL COi�R CORRUC�,4TE1� �� FINISH �LOOR ID INSID � DIAME7ER REF RE�ERENCE TERZ 7ERR�4ZZ0 Q ALt �LtERNATE CPt CARPET �C� FIBERC�L ,4SS IN INGHES OA Ov� R,4LL R��R REFRICzERATOR THK THIGKNESS 3 . ALL �4NC�LES ON PLANS ARE 9� OR �5 DEC�REES, UNLESS NOt� D OtNERWfSE . ,4LUM ALUMINIUM CS GONCR� tE SEALER �HG FIRE 4-EOSE CABINEt fNCL INCLUDE OC ON CENTER REINF REINFORCED TNRU THROUCxN 4. NOtI �Y ARCHItEGT O� AN1' DISCREPANCIES OR CON�LICTS ANOD ANO� fZED Ct CER�4MIC tILE FNR FIRE NOSE REEL INFO INFORM ,4tfON OD OUtSIDE DIAMEtER REQD REQUIRED TOS tOP O� BEAM fN DOCUMENtS PRIOR t0 DEMOL1710N, CONSTRUGTION, OR � AP ACC� SS P�4NEL CU CUi3fC FfN FfNISNCed ) fNSUL INSUL �4tfON OFD 01/ERFLOUJ 1� R�4fN R� v RE �/ ISION TOC tOP OF CONCRETE �,Lt� RAtfON OF EXIStINCx OR NEUJ StRUGtURES, p APPROX APPROXIMAtE GY CUBIC 1'ARD � L FLOOR INt INtERIORS OPNC� OP� NINC� RM ROOM TOI,U tOP OF UJ,4LL �,RCN. ARCNIt� CTURAL �LC� �LANC�E OPP OPPOSITE RO ROUG�sH OPENINC� TR.4NS TRANSvERS� 5. PROVIDE ALL N� CESS�RI' BLOCKINCx IN 1U00D � MEt,4L StUp lU�4LLS � � D DEPtH � LSC-c FLASNINC� JC J ,4NItOR CLOSET OSB ORIENtEp StR,4Np BOARD RP R�4DIU5 POIN7 tR�4v 7RAVERTINE �ND CEILINCxS. LOCAtIONS INCLUDE BUt ,4RE NOt U � O B8B BALL AND BURLAP DD DECK DR�41N �LR FLOOR JMB J ,4NItOR MOP BASIN OS� OUTSIDE F,4CE RS ROI,ICxH SAU1N TS TUBULAR STEEL LIMITED t0 tOILEtS, B�4tN ACCESSORIES, CEILINCx �4ND 0 8/O BOttOM OF I�F DRfNiGINC� FOUNt,4fN FLUOR FLUOR� SCENt JT JOINt OZ OUNC� t1'P tl'PIC,4L UJ�4LL MOUN7ED ELECTRICAL FIXtURES, SHELvES, CLOSEt Z V �C �,4CK OF GURB DI pR�41N INLET �OC F,4CE OF CONCRETE S �OUTH RODS, CABINEtRI', GOUNtERtOPS, AND FALSE BE �4MS. � � Bp B0�4RD DIA DIAME7ER �OF �ACE OF � INISN L ,4B LABORAtOR�' P,4 PAINt� D SC SOLID COR� UC� UNDERCxROUND W � BLDC� BUILDfNCx DIACx D1 �4C-cON�4L �OS FACE OF STUD LAM LAMIN,47ED P�4R7 fi'ARTItION SCH SCHEDULE UL UNDERUJRITER ' S LAB W � BLKC� RLOCKINCx pIM pIMENSION FR FIRE - RETARDANt LA1/ LAVATOR�" F'�1/ PA�/� RS SD StORM DR�41N UNO UNLESS NOTED OTHERUJIS� � W � BM B� �M pN DOUJhI FT F� ET LBIS � POUNDS PC POfNTS OF CURV,47URE SECT SEGt ( ON UR URfN�L .� � BOT B07TOM DS DOWNSPOUt � TC� F0071NC� LP LOUJ POINT PCC PRECr48T CONCRETE S� SQUARE F� Et � BRCx �EARINCx DtL D � tAIL � T LICxHt PERP PERPENDIGUL ,4R SH7 SHEEt 1/8 vIN1'� B,4SE � W U BRk BRICK Dl� DR�UJINC� Cx� CrtAUCxE LTUJt LICzHTWEIC�Ht PL PL �tE SIM SIMIL ,4R vCt VINI' L GOMPOSItION TILE BRZ BRONZE C�,4L C�ALLON L1/R LOUv� R PLAM PL �45tIG LAMIN �4tE SIP StRUCTURAL INSUL �4TION PANEL VERt v� RTIG ,4L � � ^/ BSI'"T B �4S�M�NT E E �4St Ca ,4LV C� �4LY�4NIZED P� MS PLUMBINC� SLR SE �4LER 1/EST ti/ESTf �ULE I��■L � BTU BRItISH tNERM �4L UNIT � ,4 EACH CxC C�ENERAL GONtRACTOR MAGH MACHINE PLStC PL �4�tIC SNK SINK YI� �/ERIF1' IN � IELD BUR BUfLT UP ROOF � G EXPOSEp GONSTRUGtION C� I C�ALv,4NIZED IRON MATL MATERIAL PLU1p PLl'WOOD SPEC SPECIFIG.4TION �/N}� V�NE � R � W m BUJ ROl'TOM OF UJ,4LL EIFS EX7ERIOR INSULA,tION � � INISH SYStEM C�L SLK C�LASS BLOCiG M �4X M �4XIMUM PNt PAINtED SQ SQUARE VUJC �/ INYL UJALL COVERINCx � � I I +-+ EJ EXPANSION JOfNT C� L C�LASS MECH M� CNANIC �4L PPL PROPERtY LINE SS StAINLESS StEEL � � � � - � � � � � _ � („J� � J C /G CENtER TO CEN7ER EL � C � LECTRIC �4L CxMMU C�L �SS MESH M,450N,4R1' UNIT MED MEDIUM PR P�4fR SSK SER�/fCE SINfG l,U UJEST '� I \ / �, � C,4L ?REE CLIP� R ELEV ELEVAtION CxND C�ROUND M� ZZ M� ZZ�4NINE PR�FAB PR�� ,4BRICATE St,4 StAINED UJC UJ�4tER CLOSEt � � / � � � � � � � � � � � � `� � � u � � .� C�M CUBIC FEEt PER MINU1'E EL � vR � LFv�4TOR CzR C�R�4NfTE M�R MANUF�4CtURER PROJ PROJFCtION StD StANDARD lllD UJOOD W � � GIP GAST ( N PLACE EM EMERC�ENCY CxRD CxRAD � MH MANNOLE PSF POUNDS PER SQUARE FOOT STIF� STIFFNER U1LS UJALLS M � CJ CONtROL JOfNT �MB� D EMB� DMENt CxW� C�YPSUM WALLBOAi�D MIN MINIMUM PSI POUNpS PER SG2UARE iNCN StL StEEL UJP lU,4T� RPROOF = LiJ rL G�NTER LINF EPS EX!��,NFp P4L �'ST�'RENE !"! ! SG Mf ,�GG� 1�. J... �N � rJU� Pt }�OINt OF T�NC�EN� `r' �?'!�?� �T,4MP� !'� UJPM UJ,4tE�?P�?rJ4F M�M�i�,�4NE L CLCx G� ILfNC�x EQ EG2U� L H8V HEATfNC� 4 VENTI � AtION MLUJ MILLUIORK PVC POL `t' YINI'L CHLORIp � StN STONE UJR WAtER RESfS7ANt � � • � CLO CLOSET' EQUfP EG2UIPM�N7 NB NOSE BIS MD MASONRY OPENINC� S�OR StORACxE UJIUF IU� LDED UJIR� FABRIC � GLR CLE �4R ESC ESCALAtOR HC NOLLOUJ CORE MR MARBLE Qt QUARRI" TILE STRUCt STRUCTURAL � CM CORRUC� ATEp MET,4L � XIST � XISTINCx NDUJ NARDUJ�4RE MtD MOUNt� D Q71' QU,4NT171' SUSP SUSPENDER XPS EXtRUD � D POLYSt1' REN � M CMP CORRI�C�,4TED METaL PIPE EXP � XPOSED NM NOLLOUJ MET,4L MTL METaL 1'pS �'�4RDS � � � r� 18:31,JED FOR: No. DAtE COMMENT A 6R1/� fMAL DRd 6!T MAT� RIAL I-IAtCI-IES IN SECTION M,4tER1 �4L Nfi�7CNES fN ELEVAtION 1 '� � � �' � � � � � � � c av� ci�iieeuea P 9!1l0� 1'01�MII16Et "__""'_"__"�'_""".."'I r � � � � �' ' � : FILL MAtL � ; ! ; CxL �ZINCx ,� , 1 /� " = 1 ' _ m � � E IO/ID'i/mb IOOX GP d!T �- --•-- --•--•--�-- --•--•� �-•- - — - -� —' EARTH �RAvEL CxLASS �-------.-.-------� co►�c -r i � '� � � f -' S � � � OOfit' �' � ,� 1� CONCRETE i I � PLAS� R � �?'1 ,4Z•1 � I . I 1/4 �� = 1 � � m �� i I CONCREtE LTIUT CONC GMU � "� � �J PLASt� R pEt ,41L /ENL �4RC� ED PL .4N DEt ,41L DRAUJINC� tAC� S SUBBL � BUBBLE CDO NOT C �LL OUT SGr4LE IF GALL � p OUT fN DUJC�s BORDER ) , i i I I i------, � -- -� � i i i i , 1 i i I __ _� I_____ _____ BRICK ; � ; I I I I I M ,4SONR1' � � � � C � � , `-----------------% `------------- i � � I I I i i I I ---_ J L__—_—J — - ---� � ACE BRICK FIRE BRICK BRICK CMU RUNNINC� St ,4CK� p C�RAMIC INTERIOR CEILINC� UJ,4LL TAC�s TACs �� .-. � � � stoNE i ' woo� �--------1 i , a� � � � ; ; �---------- -------? �-------- � — — —� 1' P A CUt STONE SNAKES UJD tRIM P�4NEL � ; � � � I � ��� � � l,Ul � 1 i� l �------------� ---------------------•-- �---------i �------------j �- - -- ------� MEtAL I, I METAL � � � i � � GtRID pIMENSION , STAIR NORTH ELEV�4TfON � XTERIOR FLOOR ROOF ------- ---- �------- , � - - - - - - -- - I �UBBLE LE �DERS UJ,4LL T �4C� tAC� T,4C� I----------� � --� � - - - - - - ' IRON, StEEL CORRUC�r4t� p COPP� R � ISNSC ,4LE SPANISN �— , �---------� ; .._... _...; ;...- ------. - ------. - --- .-; MEt,4L SNING�LES SHINC�LES tIL � , , wooD ; ; � � I I . , . . ; � , � , � . , . � � � ' , . , � , ; ; —_ L- ---I :... . , ..�... ..J r. . . . . � FIN ( SH ROUCxH BLOCiGINCz PLYUJOOD PL1'1U00D OSB PL1'UJOOD DOOR t�4C� — �-- ---� ------------ ................. ........... ... PROJECT INS�,ILATION � � � � � G � � � '°' '°` I N FORMATION �-------� � BAT7 RIC�sID RlGrtlp SCOUNp� 130ARD � � 3 O '��� '�'� 'd` --- -------- r 1 ROOM N �4ME UJINpOUJ T�4C� SUILDINCx BUILDINCx fi�� YISION R VI ION �3REAK MISC I SECTION ELEYAtION CLOUp T ,4Cx LINE ------ ---. . ------ •-•-----. J L------ --- J PROJBCt No. DAtE ACOUSTIG,4L C,4RPEt DR�4INAC�E 20041585 .00 02/23/05 TILE 8 P,4D MAt DRAUIN B7 CHECKED BY PC DK sl-I�ET No. A0 . 1 sca�e : AS SHOWN s .._.�..._._ -�.�--�------�-____..,.�.._._._..._.....�,_.....__.�.... ._......_...._...�...,.M..�....w....,......_�.�,...�,.� .w....�.�...._,_..�. _...� ...... . _ _...W .._.. W..._..... �...._.. - ....�....,�.w......,�,. �....,.....__�._._..,_....�...._�. ...._......�...�._.�..._. .......�_...._.._...�... �..�....._.. .� ._... ,�.. . _ .. . . .. . , w .. ... . . . . . . . ... . . . ., �. ... _ _ _ � 't31�, .� �� l:e .l\ � .L:, .� � � �0 � .1�.-, �:� 1 . The contractor shall conform to a11 Town of Vaii rules and regu � otions. 2 . Contractor shall meet owner and engineer for a preconstruction meeting at least 48 hours prior to start � of any construction . � 3. It is the contractors responsibility to contact all utility companies and have all existing utilities located prior � to commencement of construction . The engineer and owr7er ossume no responsibility to damage done to existing utilities. Damoged utilities shall be replaced /repaired by the contractor at no expense to the owner � � � or engineer. � 4. It is the contractors responsibility to obtain any necessary permits and pay permits fees required to � � s complete the project. � Z � � O� � 5 . The contractor shall not scale plans , any discrepa � cies or missing dimensions shall be brought to the attention of the engineer. � � � / � x �u w 6 . Site Visits and field observatio � s are not guarantees or warrantees of work performed . � EXISTIN � ASHPHALT .--� � � �' � � 7 . The controctor is responsible for all coordination associated with stockpiling of materials. I � DRIVEWAY �� �� � O O � � � m m 8 , Benchmark : Contact Surveyor for Benchmarks . � � � Q � � 9 . Safety and compliance with appropriate safety regulations is the responsibility of the contractor. r � p SAW CUT �-� EMC� JE A �JD � � � � Z � � a � � � � � � z m U m 10 . It is the contractors responsibility to maintain existing drainage channefs, culverts , inlets , etc . during / � � .c.� i' OSE OF EXISTIN � � / Q Z � Z construction . �- �' � SPHALT A � DRiVEWAY � � ��-, w ��-, � 1 � . � s �4 � � � � / ENT�'� ANCF_ \ 1 ♦ � o w o � � � � 1 . THIS SITE PLAN WAS PREPARED FROM ARCHITECTURAL PLANS DATED JULY 14, 2005 f � � � � 2 . NO FOUNDATION PLAN WAS AVAILABLE AT THE TIME THIS SITE PLAN WAS PREPARED . FOUNDATION PLAN / EXISTI �� G _ � � � � � ` � ` W � � � � p SHOULD BE DESIGNED TO EXTEND A MIN . 6 ABOVE PROPOSED FINAL GRADES SHOWN ON rH � s P �aN . TRANSFORMER I � ♦ � � � � ` � � � ti 3 . SNOW MEL7 SYSTEM , HEATED PAVER AND ASPHALT SECTIONS ARE TO BE DESIGNED BY OTHERS. / \ � / ♦ WA �TER � ERVICE � I � � � � o^ o 4. BUILDING WATER PROOFING AND FOUNDATION DRAINS ARE TO BE DESIGNED BY OTHERS . / Ti E I N N OT \��� "' � � v � � . � � � � LOCP, TED � -.,, Z 5. SOIL NAIL WALL TO BE DESIGNED BY OTHERS. f / � 6 . SEE STRUCTURAL / ARCHITECTURAL PLANS FOR GEO FOAM DETAILS . / 2 � X3 � CONC. f� ETE BOX -'' / l / � � � ' 7 . SEWER AND WATER 71E - IN LOCATIONS WERE NOT AVAILABLE AT THE TIME TH1S PLAN WAS PREPARED . W,VALLEY INLET I � W �" I 7 CONTRACTOR TO DETERMINE SEWER AND WATER TIE - W LOCATIONS . / GR !aTE FL - 8349 . 0 � � ,, � ` � � �� � IMIT OF I �� V IN EL = 8346 .�'� / � � � ° . � ,� � � �; / � , r ` .� ° � � CC DISTI� RBAN � E --� � , ,� � , , „ ♦ N � � � cn w � , � �k. / 4 . � CUNCRETE PAN � w O , ; ��,,,,, �- z '"- �8 ` $` o ':",��`' , � � SEE DETAiL THIS � 'r-I € ET � ""' -' ` / � J Y / ' � C�3 ;' �� �: , � Q � w � ,,� ,,o�� ;�'� '� ���°�1 , � SEWE � SERVICE � ' � z : d �- �'7 � \ r � , m,.,, � r ` J � � ,�� / � . � ���{r� � I E I N N 0 T ,; � . / o� vEwa,Y LO � ATED ` ♦ � Q � � T. O. EXP05ED WALL= 60. 0 � ,�i�� 56 . 0 + / �:�� ��� `, � 2g LF 0F 18 �� Hf� PE � � U w u� � B. O. EXPOSED WALL= 54. 0 � P � � �,� �4� ; / �� @ Z . 0 � S LO P F � ` s�'�` ._-__� ... . ....�. . _� � � � C � � �X� � - �� ;� . �-���o � � ;�. 0 . 0 .� ,� � � , . ,•' ' 0,�, ♦ ,�'p.C', � IT • • ��S ''��. ' � � � �� _:-- 1NV O � T 8345 . 44 ��°:' �� ����.�� 1 . L' 0 ,. . � • � _ O ; C� ,� . \ � T. O. EXPOSFD WALL= 62. 0 �° .� / � � � �� U • w O � � B. O. EXPOSED WALL•= 56. Q,_ / � / �" W F . E . S . • ' ' � C� ;-� ,� . / • ' � i :� 33�33 � , � . ` 72 . 0 + 1 + 66 . 0 60 . 0 , � ' ' 67 . 5 54� -� � ' � DRAINAGE ARROV�;S � �•. � - .��, 1 ' DEEP DRAIriAGE 1Q� 3 . 0�+ ' � � a�.`• •'` � D17CH AT 2 : 1 SIDE ' �,0 , • ' . • � �jP , P Ol � So � MClt � �/�C�� S � - �!O�VAL '�f,°• �, OP 68 . 0 6 0 . • ,' S Q` % '�Fi CL � ,''~--- -- -:= " , � E � ` , . . � �p. �E, ` -� � ' �1 � `� � \ 76 . 0 � 6 . 0 + � ,,� 61 . 0 55 . • � " � �// �'� � r� �� OPOSED � � -� T. O. EXPOSED WALL= 69. 0 � 4 • p - � IP - RA � DSO= i . O ' � MIT OF B. O. EXPOSED WA:.L= 63. 1 � 4 . 0 ' �'6 0 � , . . - �� � D I S TU R F A N C � , ;; � , . .• 55 . / 73 . 0 + � 62 . 0 . . �' �, / � 6 .A• • ' � , / 5 �i � � � � \ , � �� / , ' . . � ,, a" +69 � • � ' . /` . S ��� r � ,� . � - � �+ 55 . 9 � �� � � PROPOSED S ��IOW , �..._-- � � ss . o �, 2.`'oQ ,.- p �,� ��0 � c� � � „ � PROPOS � D SILT 2� T o 3 o � A. �o� �o E R S �„�.�- 7 5 . 5 , � 2 . ,s� s�- .� CP , ��� S ; O R A G E ( � 7 5 S F � �`�I � r i O T. O. E X P O S E D W A L L= 6 9. 5 c� • � . � ` � � � F E N � ,� ���> ,��-- 3� -_-., Q E �--.. N �C C E ( 2 9 3 L F ) � � B. O. EXPOSED WALL= 63. 5 . �. 5�,0 �� � �� O � / , . . - � � � ., SEE DtTAIL THIS WALL BATTER = 1 ' VERTICAL / � '�'��� � V°,'+� � • fs3s2 . SHEET � '�� b � � O ` � PER 1 ' HORIZONTAL (MAX. ) ° r � a � '�" 70 � \C� ' . a w 1 � \ � 9 . 0 + ��QF. . 5 / � . . ,•��p�N�. � X � \ MIRAFI 140N OR EQUIVALENT 4 . 0 � BOULDER . .� 75 . 0 � �0 x�� � 63 . �. • •' � � � l ` ('Y� � � ` < .. , �b V1� ALL ( TYP . , ��\ �� ° oHP�'f'62 . 5 �+� u GARA E356 . 5 . � TnW_ 5354 ` � � � 3 �r �I � 0 3/4" WASHED ROCK � 74 ' q� ;/63 . � r wS I , � '� E? OW- 83 � 0 `�'�d S 0 I L N ; i L � °� ' �'� 1'�� � r ' , � � � KEY BOULDERS 1 ' MIN . BELOW � �_ �� � � �� � � ��? '( �� 5 � I W L PROPOSED FINISHED GRADE � � .,�' WALL 69 . 0 +,� � '�,�� �j,'Fi � �� W � ��--" •eA'° 4° PERFORATED PVC 3 . 0 ' BOULDER 63 ' �:�'' �` ��� � + 55 . 7 .�y 4 . 0 ' BCULDER P � � C E � W � 63 . 0 I �!� V EXTEND PIPE TO WALL ( TYP . ) ' � � Q� WALL ' TYP . DRAIN TO DAYLIGHT %'6 . 0 �� � � P A R E l� B \4t7� + 5 2 � i � � � _ o .* � � ^., - � � . 54 � ` � � . _ T I I � T. O.EXPOSED WALL=67.0 �� � 3 . 0 i' � ,�R� (� BOULDER RE A N NG WALL � 3 ` "�� T� �'• B . O. EXPOSED WALL= R ? . 0 7 ` ••�� , p��� D�$ � � / 6 1 . 5 � 6 3 . 5 + n � p' S � 50 . 0 � �� �/ LIMIT OF E � vTRY GAT � 6 L _�`' / 65 . 0 �'' � �'' 3 . Ci + DISTURBANCE � �., o--' 6 0�+ 61 . 0�'v?� � '� � v _ � ^ � /� - _ soi � n,,,� � wa�� + 8 � 6 0 / � W 2� oR ; „ 2 I 2 ; 2� oR f � . + ��e � �' � 61 . 0 + 62 .0 GRADE FINISHED 2 �9 �� �_� 7J LF OF 8 �� PUC � ' � SEE PLANS � 12 i 12�� ' SEE PLANS ,�$'Q�` � �e �, _ AT 6 . 57 � SLOPE � FF - 8356� , � �� i �� ,__.._____ T,O. EXPOSED WALL= f 2. 0 , 67 . 0 '�`^ ��. so ( H E A T 'f R A C E D ) --� L__---�---`-� B. O. EXPOSED 'irALL= 56. 0 ^-��••� + � s� �,, ti0 . 8 -�• ?, � � ..:_� II d � . . _ - � �' 63 . 0 COURTYAP, � �y � �-----�, � : � � / 66 . 0 � �� INV OUT = 8348 . J i , - -. _ ._._--�-.i__--- ----- ---. __..__ a.. _ . . �-� i �`° S�5 �� ' �,, "i�' '*'� /�,, � 56 . 0 , M 5�.�+ � � RIP - RAP OUTLET � � ; o o� • �, \ 8356 . 0 + � _ -�a�-------�--_.-..�-----------_._ � � O 68 ;Q °x �` �� � �:� / ? o�.�r�•� ~ ' , w + 8356 . 0 . _ ` \ � � / � 50= O � � � � 3 �' � <v M ! \ -t � L�!NER L _ VEL = 834 � . 5 .� .;. 65 . 0 a' pQ �� Jo� ? 03 4 �� MAIN ;.E �'EL - 835E , 5 x83 O � � V CON CRETE PAN - 4 ' WI DE � �v 55.5� _ �� s �; . + ` ry� (J 4S 4 � � . o '�v ^i� Gj� � � �. �� 4v � + 83 � 5 ,�; � L. T. O. EXPOSED WAL� _= 50. 0 63 . 0 + o� � '9+ ?°-2 o``J � -----._ SOIL NAIL WALL 2 AGRIDRA NER � ? � C� t� B. O. EXPOSFD WALL= 57. 0 - -r 59 . 0 \ . -� �"'� �, '� BELOW FINISHED �9 GRATE EL= 8355 , 6 '� 9 ' �' p % 57.C?i,+ �5 . O 57 �� + GRADE f � � I NV OUT 5352 . 6 a B U I LD I N G �+■ m �� 5 . 0 � 56 . 6 �`� .LOWER LEVcL = 8347_! / s35s . o + ENVELOPE � � � �.1 ss.a � �.IT�; AIN LEV�L = 8. 5A, . 0 / 2 . 5 : 1 SLOPE � , � � � EXTRA STRENGTN FILTER FABRIC `' ryj / 2 ^, \ ISS�JED FQR; ADD WIRE MESH BACKING � 0 � P� `�'o \ O I�p, ` �ATE � CO�ENT WNERE RECOMMENDED n � � ALL� W FOR }�( � e,�s .. � 4j PONDING BETWEN U _ � � 4 . � -- c7 � TOE OF S�OPE 2 ' � � ��- 4 �Q I �_ yr;�: ��r';s�+ AND FENCE S�OPE 1 6 S �\ �� I , � 2 r �� t' i STEE� OR ��;. . ri�r5-p+ 1 \__ - + ��' �. � t ; WOOD Posr ,;��,���%~ ,� � � �, , 4E� . C� Y � a�^acr, �� �rER rAe � ic q; �-�`, * , , � : � ,`;` 2 ' DEEP DRAINAGE •1 83S 'o � �i �,( O � � SE�UR�EY TO � PS ''REAM ", ` � SIDE OF POS " �� ,� r . � �'' z „ 1 �,� ' . . `, ' � SLOPE d,� � i• � � � � • � . � � DITCH AT 2 : 1 SIDE-" �.1 �� � q � 345 . n / �- / � ; ;..c`r� v� , t w , ,< � � ' � , FLOW / M � ,� , , , � ,, ��- � LOJJFR �EVEL - 8345. 5 � / --- ., - ` , , � " � � , ,` �� 8348�j� °' MF, IN LEVEL = 8356 . 5 2 �' t8344 . 8 � SF�Yp � � / ' �t. .r � , � �, � c ",�Y , i , � ;.r' :. , . � }; � � „ .� . ` ., � ��^^'rd � +� , i'�,5..�+ � :�. � " , �`. 1 ^ .. ' r ` � ; ��M` •Y� �:• �i�.�1 �� 1� �� � �� ` �� � � '� ..J.P 1 .li. n . ' J. � ^ +: ��`�t':I��1.... � V 1 Y •. `� �n�r.tiA..'•`',I,.V/r'1• � r : � � �� ' ! �� ` ♦ ' • � / '' ^ i ' 10' MAX. SPACING � � J 1 ' J4vf d, L r •, � \ . . �, �"sA � � .� � ��� ao � �� SEINER TIE rT0 � E � �� +1 �°` - DETERMIf�J � U BY ., / � FI.OW ..::.. ..... � ��.� � v � / . CC �viRACTOR � � , � � 3�°�� M '". LI M I T OF --� 8346 8345A ; � F �DRAIN ROCK DISTURBANCE 8345 . 0 + � + 834 . I � � 6• M�N. � s � 4 G / � , � j a� a�2 ' MIN. � . . � � : ..� 12� MIN. . . .. � BUILDING -� - "� �"" `"x6- ENVEI OPE 3a.o /� ,-• � � TRENCN N1TH CO�APACTED S� \ a / " � � BACKFILL �\ � `j , �8 , ., , . , ,, SF�` ---� � , , . TRENCH DETAIL INSTALLATION WITHOUT TRENCHING GRAPHIC SCALE \ --- , o o s , o sa ao � 36" MIN. FENCE POST WOVEN NIRE FENCE ( 14 1 /2 G0. MIN. MAX. � / � 6' MESM SPACING) N11H FILTER CLOTH O�ER � i LI M I T C I_ �, � � � A� ( IN FEET ) � ' � i Ync h = 1 0 ft. i 2°' M�". D ! STURBANCE y , ___ I � � UNDISTURBED GROUND f pLOW � I -�- � � i -T----- i EMBED F�LTER C�OTH j � MIN. 8" INTO GROUND �� � t6' MiN. � ' � � �� _ � - CONSTRUCTION NOTES FOR FABRICA7ED SILT FENCE � �? /� / ��� F� ; ' � � ! � � ' r� !� I� �. . �( �.. � .__ i�i �_ � I ,� �._._ �.. 1� 1 !� �_.� • ; : ; paorecr No. a►Te L WOVEN WIRE FENCE TO BE FASTENED SECURLEY TO POSTS: S1'EEL EITHER T OR U TYPEOR F �, � � � � �, ,_ - ., . /y� Cse M '/r�.� Mr - FENCE POSTS WITH WIRE 11ES OR STAPELS. 2 " HARDWOOD . � . ' '\ ' ' ' ` \ � \ ' ' ' \. ' \ � ' ` � ' \ '` ' ; ' " ZV�r41 +70.7�W �y�..7JV7 - 2. r"«TER CLOTH TO BE F0.STENED SECURLEY ?0 FENCE: W�VEN WIRE, 14 1 j2 GA. 6" ORAWN �' (.�ECKEO BY - WOVEN WIRE FENCE WITN 'IES SPACED EVERY 24" MAX, MESH OPENING. � I ' � ) I; u � ' �J=E � � AT 70P AND MID SECTION . � ( :, �.1 ��' � it' i� � r ' � � � 7� � 1 '� � t . il # i �� = 3. WNcN 7W0 SECTIONS OF FIL1�R CLOTH ADJOfN EACH FILTE:R CLOTH: FfLTER X, MIRAFI i00X ,;`' i1il � � I ' i ��' : . ° . i � , ; �: �, . �• t' , . , - OTHER 7HEY SHAL� BE OVERLAPPED BY SIX iNCHES STABILINKA T140N OR APPROVED � � �E� �• ` AND FOLDED . EQUAL. � � il �\' llTCl � . ( � i ) Itlt' �lClu c\ I, f`� J .:.. - l � i 'i ; i `Jil.1 � �)�� (i � i -,� �� . � 1 ; ( �JiliJ �l �� f � - _� � � Ij ' _ 4. MAiNTENANCE SHALL BE PREFORMED AS NEEDED AND PREFABRiCATEG UNi7: GEOFAB ' � � MATERIA� REMCVEJ WHEN "9uLGES" JEVE�OPE � ��v cNV� ROFErvCE, OF� AP � i : .� Q� ,� rr �; � u - : � �� , n � . r i � �� . � � n ; � 11 ThE SIL'i FENCE. EQUAL. ���� = SI LT FEN CE � ' i������ 1 � ��� � � 1 . The contractor 3hall conform to ail Town nf Vaii ruies and regulationa �� V � � 2. Contractor shalf inest owner anC �gineer for a preconstruction meeting at !east 48 hours arior to start � af any construction. � ii Z i !� 3. It is the contrcctors responsibiiity to contact ail utifity companies ond have all existing utilities {ocated prior to commencement of construction. The engineer and owner assume no responsibility to damage done to t� ` existing utilities. �amaged utilities shall be replaced/repaired by the contractor at no expense to the owner ` e3 I� or engineer. � �r � 'I 4. It is the contractors responsibility to obtain any necessary permits and pay eermi4s fees required to � � s � � � complete the pro ,ject � � � � ,� i� 5. The contractor shall not scale p� ans, any discreconcies or missing dimensions shall be brougnt t.o the , . � attention of ihe �ngineer, � � � �- LL CL �i .�- --� '� i t .� i1J LL ,i 8. S+te Ysits and tield observat�ons •�re not �uarantees or warrantees of worSc oerformed. i �: , ��•,• II' I . EX�'STi N G ASH�PH ALT ,. ,,,,,..••,,.... � " � � ;, 7. The aontractor is �esponsible for nii coordination associated with stockpiling of materia► s. 1 - DRIVEWAY " •�.�,,,,.•••'' I ! '� . �� � � � �4 8. Benchmork: Contact Surveyor for 8enchmarks. � - , °'�� , � � p C 1 �o �5 .. �; 9. Safety and �ompliance with �ppropriate safety rQgulations is the responsibiiity of the contractor. � - SAW . �UT REMOVE af>dD :�••.+•r � � � J � � , I J � � � ', , zC� U@ .j t0. It is the controciors responsibi� ity te maintair, existing drainage channe� s, culverts, in � ets, etc. during , DISPOSE . OF E �CISTjN,� : � � °� � , Q Z � z � construction . � ; � � 4 U � U � '.� ,ASPHA�LT AT � DRIVE ;iIVAY ; i � u� w � w '� � ; 4 ,_ ^ - � ENTF� ANCE : � o � o � � � � � � �� � �'' , . ; ; `, ,, !i -�'� � � � � '� �'' � �, 1 . THIS S1TE ?LAN `YAS PREPARE� FROM ARCHlTECTURA� PLANS DATED �ULY � 4, 2005 / � � ; � - � ' � { � ti r , T- i � All N WA ,4VAlLAB AT 'NE TIME TH1S S1TE PLAN WAS PREPARED. FOUNDATION PLAN , /�/ 1� . EXI STI N G ; � "' � , I � � � � � o '� z. N o o u r�a o N ��,a s � /,/ � \ T R A N S �'O R M E R SHOULD BE DE5IGNED �0 EXTEND A MIN . 6° ABOVE PROPOSED FfNAL GRADES SHOWN ON TH{ S QtAN . � ' . � � . � � � � . ,�' .o'� � � � • /i� , � i � � I � � � !� 3. SNOW MELT SYSTE�v1, HEATED PAVER AND ASPHALT SECTIONS ARE TO BE DESl6NED 9Y OTHERS. �• � � � � � ^ ^ 'i �.-� '��,, WATER SERV{ CE �' �, ; .. , � � � o o , 4. BUiLJiNG WATER PROOFING AND �OUNDATION DRAWS ARE TO BE �E51GyED SY OTHERS. ,/'' '� TIE IN NOT � -' � , ' I � � � 5 . SOIL NAIL WALL TO BE DES!GTIED 8Y OTHERS. r/'/' \�`� LOCATED - - � ��� ' -� ' r �,, ��+''�' i � � � �' . . ' . r '� � :I . f � ;% ' .•. ..• �, I � � , 6 . SEE STRUCTURA� / ARG1iITEC�IIRAL °LANS FOR �EO FOAM DETAILS. �,/"� \ 2 XJ� � ONCRETE . 80X , / ,�' , .•'' , � �..o° � �D ' 7. S WER AND 'NATER 11E-iN !OCATIONS 'NERE NOT AYAILABLE AT THE T1ME ?HIS PL,�N WAS PREPARED. �'�/ �� � W V� LLEY INLET � '% � �� %� � .•'•'��• ��` j � Z ' E CONTRACTOR TO DETERM{NE SEWER .AND WATER 'lE- IN LQCATIONS. ,,�'' �� , G�ATE E-L = 83 � 9 . O '� � � /� , �•''��•• i � � z I� .� ' ti ^ �" � / a . ..•'. � I � W _ I �,.� \, L�MIT 0 � ! I� '✓ IN tL = 834C� � . a a •� '`�, I � � � � 'I i � DISTURBANCE � ��' , . � ', i , , , . , , � � � cn w i ,,�'' ' - GS � _ • 4. 0 C�� N � R ETE PAN `,� ; �- z '; ` �,� `''� �a ' � SEE DE ?A1L TH1S SHcET ''�� �I � Q z ,; I ,• . 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CENtER DOORS IN ROOMS OR PR01/IDE 6 " WAL� � � (� }�.� {� REtURN L{N�ESS NOTED 07HERWfSE. '1. ALL INtERIOR ENLARl.�ED PLANS INOICAtED ON FLOOR FINISH PLAN:3. � LOUJ� fi� L � �� L � LOOi� i�L. �4N �UILDINC� AREA G�4LCUL �TIONS LOWER LEVEL AI.i i/� " = 1 ' - fd" MAIN LE�/EL GRFA • 3413 . ��E�A�'�2 � 2235 FLOOR PLAN MA (N LEvEL LIVABLE SF = 3212 LOWER LEYEL LIYABLE 3F ■ 2052 LIYABLE AREA GALGULAtED At INtERIOR FACES OF EXt�RfOR LUALLS, NOt INCLUDING GARAGE, PROJECt No. DATE MECNAN (GAL ROOM, OR FIREPLACES. StAIRS t�4KEN At 50qo ON EACH LEYEL. 20041585 .�0 02/23/05 DRAUIN BY GHEGh`FD BY CsRO� AREA GALCULAtED At EXtERIOR PAGES OF � EXTERIOR WA� LS, NOT INC�UDINC� CxARAC�E, BUt PRC DK 1NCLUDING MECHANIGAL ROOM ,4ND �IiZEPLAC�B, sHEEt No. StAIRS tAKEN AT 50� ON EAGH LEYEL. A1 . 1 sca�.� : AS SHOWN . 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I --= �� �--_ . _ r � ^ --- ---- -_ _._ Op StUCCO -,��..-_ - -- - -- \ _ _ . . . .. _ �. . _ _ ^ .-...:_._.._..: .._ - ,Ll, - -- _= ... --� _ -_ " ,... -=-- �� - - , -� �_. _ �; KE`r' PL,4N I = 2 U�� S � � L � �,� TION `i- . �1 -,_-�! =�- .-` s � ELEVATIONSAREPI?�SENTSE OCATION OF 5 O ER A2 .Z I/� " = 1 ' - m �� !- -- -- - =� \ - _.__ "��___ f __ _ _i Y E N E E R O N LY A ND B H D U LD NOt BE RE�ERENCED -- ---- l ---«. _-' � _--=_! �OR PATtERN, St1'LE OR SIZE. , ___. _--._,::�_ . __ l _:- .�l� - �. __. . _ _-� 1 '� - ^-- - - �-=- ��� 3. SEE SEC710N8 6 ANp � OF tHE DEtAIL MANUAL _ - _-' ^�� �OR DOOR AND WINDOW 3CHEDULEg, AND HEAD, _ __ _ � J,4MB AND SIL� DEtAl�S. 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ALL CEILING NEIC�HTB INDIGAt�D At� APPROXIMAtE AND ARE ?O BOttOM OF StR�lCtURE WHEN SNOIiJN IN IPAR�NtHESEg� � �. ALL PRE�ABRIG�4tED gtRl,ICtURE SHALL BE KEl' PLAN . • LOGAtED t0 FAGILItAtE PLACEMENt O� � MEGHANIGAL AND EL�GtRIGAI. GOMPONENtS AS INDIGAtED ON REFLEGtED GEILING PLAN AND MEP DRAWINCsB. B � � � � 5. AL� EXtERIOR W,41..L SCONCES Ai� At 7 ' - fd " ABOVE FINISHED CsRADE/SLAB, UNLESB NOTED OtHERWISE. � LOUJ� R L � 1�EL R� � L � CT � D C � f L INC� fi�L �4N LEC��ND A4.1 1/�" ■ i ' - (d " O RECEgSED FlxtUi�E - 8EE ELECtRICAL PLANS BURFAGE MtD FIXtURE - 3EE �LEGtRICAL PLANS LOWER LEVEL ❑ REFLECTED � DIFFUSER - SEE MEGH,4NIGAL PLANS CEILING PLAN � EXHAUSt FAN PROJ�Ct No. DAtE 20041585 .00 02/23/05 DRAW�I BY CI-IEGKED Bl' PC DK SHEET No. A4 . 1 g�A�� : As sHOwN . 2 VO � W A2 .2 Z 8 C 1� E � J �j o 1 2 3 � A32 A32 A32 � Z o M . QZ � � N e� � V a. $ 'E °� oc a� . . 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AN1' MEGHANIGAL OR ELECtRICAL ItEMB SHC�II�I � � A F Atl Y N O C IN O 8 ON 8 RE R OOiZD ON PU SE U LES � i RP 1. � � ; ; � ; � � i i , � i � , DIM NSIONE OR NOt OtH IS . � E D ED ERW E Al..� � ` . � MEGHANIG,4�, PLUMBINCx, AND ELECtRIGAL SY87EM8 � _ � ARE DESIGN BUILD BY OWNER 3 GONtRAGtOR A2.1 2 . ALL CAgED OR WRAPPED OPENINC�g AlZE 8' - m " � . A�F TO 80TTOM OF NEAp CASINCs, UNLESS N07ED � OTHERU118E. 3. ALL GEILlNG HEICsNtS INDIGAtED ARE APPROXIMATE AND ARE TO BOT7 OF STRI.IGTURE WNEN SNOU�I IN IPARENtHE8E8). . 4. ALL PREPABRIGAtED gtRUCt HALL BE KEY PLAN � �OGATEp t0 FACILITAtE PLACEMENT OP � MEGHANIG,4� AND ��ECtRICA� COMPONENtS AS INDICATED ON REFLECTED CEILINCs PLAN AND MEP DRAWINCsB. B � (� H � 5. ALL EXtERIOR WA�L SGONCES ARE At '1 ' - fd" ABOVE FINISHED CsRADE/gLAB, UNLESS NOtED OTHERWI9E. � 1"1 ,41N L � V� L i�� F � � CT � 1� C � ILINC� PL �N � N A�2 I/4 " = I ' - � " O REC�gBED � IXTU� - 5EE ELECtRICAL PL,4NS SUR�AGE MtD � IXTURE - 8EE ELEGTRIGA� PLANS MAI N LEVEL ❑ REFLECTED � D (�FUSER - SEE MECHANICAL PLANS CEILING PLAN � exNaust �,aN PROJECT No. DATE 20041585 .00 02/23/05 DR4U,N BY CI-IEGKED BY PC DK SN�ET No. A4 . 2 sca�.� : AS SHOWN GENERAL N4TES . � � � Vo � � Z ; � � 1 , GENERAL 9. CONCRETE 11 . TIMBER 0 . DECKING : � ~ � � 1 . ) DECKING SHALL BE TONGUE AND GROOVE MADE FROM SOLID TIMBER OR � Z ^ " A , THESE NOTES SHALL SERVE AS THE SPECIFICATIONS FOR THE STRUCTURAL A . ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. A . ALL TIMBER PRODUCTS SHALL BE IN ACCORDANCE WITH THE NATIONAL GLUED LAMINATED TIMBER . INSTALLATION SHALL BE CONTROLLED Cn ' O n � PORTION OF THE WORK . CLEARLY IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR FOREST PRODUCTS ASSOCIATION , NATIONAL DESIGN SPECIFICATION, RANDOM LAYUP . CONNECTIONS AND INSTALLATION PROCEDURES SHALL W Z � � � APPROVAL . CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE : LATEST EDITION. BE PER AITC 112 , STANDARD FOR TONGUE -AND -GROOVE HEAVY _ ^ B . ARCHITECT ' S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. TIMBER ROOF DECKING . MAXIMUM MOISTURE CONTENT FOR 2 " Q Z M �IINIMUM WA�R �( B . ALL LUMBER SHALL BE VISUALLY GRADED AND HAVE A MAXIMUM MOISTURE DECKING SHALL BE 15� , AND FOR 3 AND 4 INCH DECKING 19X . � in � � W W C . CHECK ALL D I MENS I ONS ON STRUCTURAL DRAW I NGS AGA I NST ARCH I TECTURAL �E STRENGTH CEI�ENT CEMENT SLUI�P A6GR aR CONTENT OF 19 � . V � •� c$ W W DRAWINGS . PSI �D�M IN SIZE ( 1 ) P . INSTALLATION OF PRE -ENGINEERED SYSTEMS : �- ;g " Z Z SACKS/C.Y. �n� IN C . FRAMING LUMBER : 2X8 AND LARGER , DOUGLAS FIR -LARCH ; ALL ELSE : 1 . ) PRE -ENGINEERED SYSTEMS SHALL BE INSTALLED ACCORDING TO THE O W � ;� � � � D. VERIFY OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH HEM -FIR IN THE FOLLOWING GRADES: MANUFACTURER S RECOMMENDATIONS AND SPECIFICATIONS. SHOP V� p� a � � Z z FOOTINGS 3000 5.5 0.58 3-4 1 0- 2 W W ARCHITECTURAL , MECHANICAL , CIVIL AND ELECTRICAL REQUIREMENTS . 1 . ) GENERAL FRA �IING ; STANDARD AND BETTER OR STUD . DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR � � O WALLS 4000 6 0.48 2 - 4 1 5- 7 2 . ) STUDS ; STUD OR BETTER REV I EW PR I OR TO FABR I CAT I ON . � � �` �' W W 2. 60VERNING BUILDING CODE: IBC 2003 INTERIOR SLAB ON GRADE 3000 5.5 0,58 2 - 4 0, 75 0- 2 3 . ) FLOOR JOISTS AND ROOF RAFTERS : N0 . 2 OR BETTER . W � e�+� Z Z EXTERIOR SLAB ON GRADE 4000 6 0. 48 2 - 4 0. 75 5- 7 4 . ) BEAMS , STRINGERS , POSTS AND TIMBERS : N0 . 1 OR BETTER. Q , LAG SCREWS : Q � e� �p ,J J 3. LIVE LOADS USED IN DESIGN 1 . CONFORM TO ANSI /ASME STANDARD B18 . 2 , 1 - 1981 . 2 � m a+ Q a a LIGHTWEIGHT TOPPING 2500 � •► �7 � C7 D . BRIDGING : BRIDGE BETWEEN JOISTS OR RAFTERS WHERE NOMINAL DEPTH - 2 . CLEARANCE HOLE FOR SHANK SHALL HAVE THE SAME DIAMETER AS THE Z U �„� u� (.� A . WIND PRESSURE PER IBC 2003 ALL OTHERS NOT NOTED 3000 5. 5 0.58 2- 4 0. 75 4- 6 TO - THICKNESS RATIO EXCEEDS 5 WITH BEVEL -CUT DOUBLE - CROSSED WOOD SHANK AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF Q � N � � Z Z � Z 1 . ) BASIC WIND SPEED ( 3 SEC GUST ) . . . . . . . . . . . . . . . . . . . 90 MPH BRACING, OR WITH SOLID BRIDGING 2 THICK BY DEPTH OF JOIST . END UNTHREADED SHANK , a G �•- G NOTES: 2 . ) WIND EXPOSURE CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B � NAIL SOLID BRIDGING TO JOISTS ; NAIL BOTH ENDS OF CROSS-BRIDGING . 3 . ) LEAD HOLE FOR THREADED PORTION SHALL HAVE A DIAMETER EQUAL = � V � 3. ) WI ND D I RECT I ONAL I TY FACTOR , Kd . . . . . . . . . . . . . . . . . . . . . 0 . 85 1 , TOTAL AIR CONTENT PERCENTAGE RANGE. CHANGE TO 5- 7 IF EXPOSED TO FREEZING TEMPERATURES. SPACE BR I DG I NG AS REQU I RED BY CODE . PROV I DE SOL I D BLOCK I NG TO 70� OF D I AMETER OF UNTHREADED SHANK . � V a W a 4 . ) WIND TOPOGRAPHIC FACTOR , Kzt . . . . . . . . . . . . . . . . . . . . . . . . 1 . 0 BETWEEN JOISTS AND RAFTERS AT SUPPORTS . 4 . ) THREADED PORTION OF LAG SCREW SHALL BE INSERTED INTO LEAD W W J W � m W m 5. ) WIND IMPORTANCE FACTOR , Iw. . . . . . . . . . . . . . . . . . . . . . . . . 1 . 0 HOLE BY TURNING WITH A WRENCH , NOT BY DRIVING WITH A HAMMER. O B . ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE II CEMENT , E . STUD WALLS : 5 . ) USE SOAP OR OTHER LUBRICANT ON LAG SCREW OR IN LEAD HOLE TO i„� � d� � B. ROOF 1 . ) FRAME STUD WALLS WITH 2X STUDS @ 16 " ON CENTER AS CALLED FOR FACILITATE INSERTION AND PREVENT DAMAGE TO LAG SCREW. W M � a$ ��lf O 1 . ) GROUND SNOW LOAD, Pg . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 PSF C . SEE SPECIFICATIONS FOR ADDITIONAL DURABILITY REQUIREMENTS . ON THE DRAWINGS . � � � 2 . ) SNOW EXPOSURE FACTOR, Ce . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . 0 2 . ) PROVIDE A MINIMUM OF 3 STUDS AT CORNERS . R . PRE -ENGINEERED ROOF TRUSSES : ,� � N OO 3 . ) SNOW THERMAL FACTOR , Ct . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . 0 D . REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM h615 WITH A 3 . ) SHIM FOR BEARING ON CONCRETE SUBSTRATES . GROUT WITH 1 : 3 1 . ) SUPPLIER SHALL DESIGN AND FABRICATE TRUSSES TO CARRY LOADS � � � N ^ 4 , ) SNOW IMPORTANCE FACTOR , Is . . . . . . . . . . . . . . . . . . . . . . . . . 1 . 0 MINIMUM YIELD STRENGTy 60 KSI , EXCEPT WHERE NOTED AS 40 KSI , ALL PORTLAND CEMENT -SAND GROUT FOR FULL BEARING. SHOWN ON THE DRAWINGS PER THE 1990 EDITION OF NATIONAL � • - .. 5 . ) MINIMUM FLAT ROOF SNOW LOAD , Pf . . . 80 PSF ( NOT REDUCED ) REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WELDED 4 . ) WHERE MULTIPLE TOP PLATES ARE CALLED FOR IN THE CONTRACT FOREST PRODUCTS ASSOCIATION PUBLICATION , " NATIONAL DESIGN � � � O O 6 . ) ROOF LIVE LOAD ( NON-SNOW) . . . . . . . . . . . . . . . . . . . . . . . 20 PSF WIRE FABRIC SHALL CONFORM TO ASTM A185 . DOCUMENTS , STAGGER SPLICES AND FACE NAIL PLATES TOGETHER . SPECIFICATION FOR WOOD CONSTRUCTION , AND THE 1995 EDITION OF op . v+ �M � 5. ) PROVIDE STUDS AT OPENING JAMBS AS FOLLOWS : THE TRUSS PLATE INSTITUTE PUBLICATION , " DESIGN SPECIFICATION � � r. .� C. RESIDENTIAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF E . REINFORCEMENT PROTECTION a . 2 STUDS AT OPENINGS LESS THAN 5 ' -0 " WIDE FOR METAL PLATE CONNECTED WOOD TRUSSES " . _ �i � � 1 . ) CONCRETE PLACED AGAINST EARTH . . . . . . . . . . . . . . . . 3" b . 3 STUDS AT OPENINGS BETWEEN 5 ' -0" AND 8 ' -0" WIDE 2 . ) SUPPLIER SHALL FURNISH DRAWINGS TO THE ARCHITECT PRIOR TO V � ^ • 4. STRUCTURAL STABILITY DURING CONSTRUCTION � � � � � � � � c . 4 STUDS MINIMUM AT OPENINGS GREATER THAN 8 ' -0 " WIDE FABRICATION BEARING THE SEAL 4F A PROFESSIONAL ENGINEER � ^ �n � Z 2 . CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: ev _ a . BARS 5 AND SMALLER . . . . . . . . , . , REGISTERED IN THE STATE OF COLORADO . INCLUDED IN THESE a+ # , , , , , , , , , , , , , 1 _ 1 �2 " 6 . ) BEAR OPENING HEADERS ON MULTIPLE JAMB STUDS AS FOLLOWS : � � Q C3 _ A , THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH b . BARS #6 AND LARGER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 " a . 1 STUD AT OPENINGS LESS THAN 8 ' -0 " WIDE DRAWINGS SHALL BE A PLAN SHOWING THE LOCATION OF THE TRUSSES x o+ Z y 3, ) SLABS OR WALLS NOT EXPOSED TO WEATHER OR EARTH. . . . 3 /4 WITH THE SUPPLIER S MARK . o� W pC ALL ELEMENTS IN THEIR FINAL POSITIONS , PROPERLY SUPPORTED AND " ) b . 2 STUDS MINIMUM AT OPENINGS GREATER THAN 8 ' -0 " WIDE 3 . NO OPEN JOINTS WHICH DEPEND ON THE STIFFNESS OF THE METAL O � � W BRACED . 7 . REFER TO DRAWINGS FOR SPECIAL STUD CONDITIONS ) CONNECTOR PLATE TO TRANSMIT STRESSES WILL BE PERMITTED. � F . NO SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR DU G ER C 0 0 ZO � � a � � Z B . THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS F , ALL MULTIPLE MEMBER HEADERS , BEAMS AND POSTS MADE FROM FRAMING 4 . ) RIN E TION CARE SHALL BE EXERCISED T KEEP H RI NTAL AUTHORIZED BY STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUND ' Z J C3 AND METHODS. LUMBER SHALL BE NAILED TOGETHER TO FORM A SINGLE , COMPOSITE UNIT BENDING OF THE TRUSSES TO A MINIMUM . EXCESSIVE FLAT -WISE - Z CORNERS. WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS, SHALL BE 36 BAR DIAMETERS MINIMUM . USING NO LESS THAN TWO ROWS OF 16d AT 12 " O . C . BENDING OF TRUSSES IS NOT PERMISSIBLE . W � C . THE CONTRACTOR , IN THE PROPER SEQUENCE , SHALL PROVIDE PROPER • 5 . ) THE DESIGN AND SUPPLY OF ALL TRUSS -TO -TRUSS CONNECTIONS Q � W SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO G . DETAIL BARS IN ACCORDANCE WITH " ACI DETAILING MANUAL " , G. COMPLY WITH MINIMUM STANDARDS FOR FRAMING CONNECTIONS AS SET SHALL BE THE RESPONSIBILITY OF THE TRUSS SUPPLIER . a V Z ACHIEVE THE FINAL COMPLETED STRUCTURE . " FORTH IN IBC TABLE N0 , 2304 . 9 . 1 AND AS DETAILED . 6 . ) INCREASE IN ALLOWABLE STRESSES FOR THE DESIGN OF TRUSS PUBLICATION SP-66 , AND BUILDING CODE REQUIREMENTS FOR REINFORCED ; O � Q CONCRETE , " ACI 318, LATEST EDITIONS, PROVIDE DETAILS INDICATING M�M B E R S A N D C O N N E C T I O N S D U E T O D U R A T I O N O F L O A D I S N O T _ 5. S U B M I T T A L S REINFORCING CONTINUITY AT CONSTRUCTION JOINTS . H . L A M I N A T E D V E N E E R L U M B E R ( L V L ) A N D P A R A L L E L S T R A N D L U M B E R ( P S L ) : PERMITTED . � U I- W 1 . ) LVL OR PSL PRODUCTS SHALL BE PLANT FABRICATED IN A V y y � A . DEFERRED SUBMITTALS : THE FOLLOWING ITEM ARE ENGINEERED BY H. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT CONTINUOUS PRESS WITH ALL GRAIN ORIENTED PARALLEL TO THE OTHERS. ENGINEERING AND DOCUMENTAION OF THESE ITEMS ARE TO BE POSITIONS SHOWN ON PLANS AND DETAILS . LENGTH OF THE MEMBER . SEAL PROVIDED BY OTHERS FOR REVIEW BY THE STRUCTURAL ENGINEER . AFTER 2 . ) ALL LVL OR PSL PRODUCTS SHALL BE SUBMITTED FOR APPROVAL WITH �'-` �'�� REVIEW, THESE DEFERRED SUBMITTAL ITEMS WILL BE SUBMITTED TO THE � ° REFERENCE TO THE APPLICABLE CURRENT NATIONAL EVALUATION `'; • "�� � °�':` :��� I . PLACE 2 -#5 ( 1 EACH FACE ) WITH 2 -0 PROJECTION AROUND OPENINGS IN BUILDING OFFICIAL . REPORT PREPARED BY CABO , OR CURRENT EVALUATION REPORT �`. •�, CONCRETE ; PLACE 1 -#4 ( IN TOPPING) WITH 2 ' -0 " PROJECTION AROUND � �}�' ' � ��' �� -. ^• :" °`'' � 1 . ) TEMPORARY AND PERMANENT SHOR I NG SYSTEMS OPEN I NGS THROUGH FLOOR TOPP I NG SLABS, UNLESS NOTED . PREPARED BY I CBO . ��,'��;;°' '•. � " `� 3 . LVL MEMBERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES : `�' � 'f 'y" ' �� �''' B . FURN I SH ONE SEP I A AND ONE PR I NT OF SHOP AND ERECT I ON DRAWI NGS TO a . FLEXURAL TENS I ON OR COMPRESS I ON . . . . , . . . . . 2600 PS I �-% ';�� �" M ".: ,�� � � STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMIT IN A b . HORIZONTAL SHEAR . . . . . . . . . . . . . . . . . . . . . . . . . . P v.',:A � � : '���� '�� � ; , J . PROVIDE SLEEVES FOR ALL PIPES PLACED THROUGH CONCRETE . �, 285 SI ` I � � ..�. .� ,_ ,.- r TIMELY MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCTURAL K . NO OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS c . COMPRESSION PARALLEL TO GRAIN . , . . . . . . . . . . 2460 PSI �4;:�, •.,,. ,.:"4; ;;�;j� ENG I NEER . SHALL BE PERM I TTED UNLESS THE ARCH I TECT ' S AND STRUCTURAL d . COMPRESS I ON PERPEND I CULAR TO GRA I N . . . . . . . . 750 PS I ;' ., �•••'•�,�, �:'-:��``y" � ;. ENG I NEER S APPROVAL I S SECURED PR I OR TO THE PLACEMENT OF e . MODULUS OF ELAST I C I TY . . . . . . . . . . . . . . . 1 , 800 , 000 PS I `����'�����x�'�y� C . FURNISH TWO SETS OF CONCRETE , MIX DESIGNS INCLUDING STRENGTH TEST REINFORCING STEEL . DATA AND MANUFACTURER' S LITERATURE ON ADMIXTURES FOR REVIEW BY 4 . ) PSL MEMBERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES : STRUCTURAL ENGINEER NO LATER THAN 2 WEEKS PRIOR TO ON -SITE USE OF L . ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHALL BE PREPARED a . FLEXURAL TENSION OR COMPRESSION , . . . . . . , . , 2900 PSI THESE MATERIALS . BY kOUGHENING THE SURFACE OF THE CONCRETE SO THAT THE AGGREGATE b . HORIZONTAL SHEAR . . . . . . . . . . . . . . . . . . . . . . . . . . 290 PSI SHALL BE EXPOSED UNIFORMLY , LEAVING NO LAITANCE , LOOSENED c , COMPRESSION PARALLEL TO GRAIN , . , . , , . , . . , , 2900 PSI D. GENERAL AND SUB -CONTRACTOR NOTES : PARTICLES , OR DAMAGED CONCRETE , AS AN ALTERNATE , 2 X 4 d . COMPRESSION PERPENDICULAR TO GRAIN . , . . , . , , 750 PSI 1 . ) THE GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS PRIOR TO CONTINUOUS KEYWAYS MAY BE USED FOR CONSTRUCTION JOINTS . . e . MODULUS OF ELASTICITY . . . . . . . . . . . . . . . 2 , 000 , 000 PSI SUBMITTAL FOR REVIEW BY THE STRUCTURAL ENGINEER IN Q ACCORDANCE WITH THE PROJECT SPECIFICATIONS . M. ENSURE HORIZONTAL CONTINUITY IN WALLS AND FOOTINGS BY PROVIDING I , BUILT -UP LVL AND PSL MEMBERS ; CONNECT MULTIPLE MEMBERS USING 2 2 . ) THE STRUCTURAL DRAWINGS SHALL NOT BE USED AS BACKGROUNDS FOR CORNER BARS AT WALL CORNERS AND INTERSECTIONS. UNLESS DETAILED ROWS OF 1 /2 " DIAMETER THRU BOLTS SPACED AT 12 " O . C . BOLT HOLES SHOP OR ERECTION DRAWINGS . DRAWINGS PREPARED IN THIS MANNER OTHERWISE , CORNER BARS SHALL MATCH SIZE AND SPACING OF HORIZONTAL SHALL BE 1 /2 " IN DIAMETER AND LOCATED 2 " FROM THE 70P AND BOTTOM � AND SUBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER WILL BE REINFORCING AND EXTtND A MINIMUM OF 36 BAR DIAMETERS BEYOND THE OF THE MEMBERS . STAGGER ROWS AND PROVIDE A MINIMUM OF 2 BOLTS AT RETURNED REJECTED AND CONSIDERED AS NOT BEING IN CONFORMANCE CORNER . EACH END OF MEMBERS , 0 WITH THE PROJECT SPECIFICATIONS. K . LAMINATED MEMBER SIZES SHOWN ARE NET ; OTHER MEMBER SIZES ARE W � N. WIRE FABRIC REINFORCEMENT : LAP ONE AND A HALF MESH WIDTHS AT NUMINAL . i 6. SPECIAL INSPECTIONS SPLICES AND WIRE TOGETHER . � � L . SOLID WEB I JOISTS : � A . SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER TO INSPECT THE 0 . NO WELDING OF REINFORCING SHALL BE PERMITTED UNLESS SPECIFICALLY 1 . ) FLOOR AND ROOF JOISTS SHALL BE PRE -ENGINEERED SOLID WEB I V WORK DURING CONSTRUCTION AS DEFINED AND REQUIRED BY IBC CHAPTER CALLED FOR OR APPROVED BY THE STRUCTURAL ENGINEER . JOISTS AS MANUFACTURED BY WILLAMETTE INDUSTRIES , INC . , TRUS - Z 17 . SPECIAL INSPECTIONS SHALL BE MADE OF THE FOLLOWING JOIST MCMILLAN CORP . , OR APPROVED EQUIVALENT . RE : PLAN AND � � STRUCTURAL WORK : P . DO NOT RE -BEND ANY BARS WITH A YIELD STRESS OF GREATER THAN 40 DETAILS FOR JOIST SPACING AND DEPTH . MEI�BERS SHALL BE �„�.� W � 1 . ) 1704 , 7 SOIL CONDITIONS KSI . FACTORY MANUFACTURED WITH ORIENTED STRAND BOARD ( OSB ) WEBS , 10. STRUCTURAL STEEL LAMINATED VENEER LUMBER ( LVL ) OR MACHINE STRESS RATED ( MSR ) Q W � 7. FOUNDATIONS - FOOTINGS LUMBER FLANGES PER CODE APPROVAL BY ICBO . SUPPLIERS SHALL A . REFERENCE PROJECT SOILS REPORT PREPARED BY CTL THOMPSON A , STRUCTURAL STEEL : MINIMUI� YIELD STRENGTH 50 KSI FOR WIDE FURNISH ALL MEMBERS , WEB STIFFENERS , BLOCKING PANELS , END � � NUMBER GSO4560 - 120 , DATED 08 /08/05 FOR ADDITIONAL INFORMATION AND FLANGES; 35 KSI ( ASTM A53 ) FOR PIPES; 46 KSI FOR TUBES ; 36 KSI BLOCKS, JOIST HANGERS AND MISCELLANEOUS ACCESSORIES , THE � ALL ELSE , UNLE � S NOTED OT �ERWISE . CONTRACTOR IS NOT TO CUT , NOTCH OR OTHERWISE ALTER THE � V REQUIREMENTS . MEMBERS WITHOUT THE WRITTEN PERMISSION OF THE STRUCTURAL Q. BOTTOM OF FOUNDATION OR GRADE BEAM SHALL EXTEND A MINIMUM OF 48 B . MINIMUM WELDS : AISC SPECIFICATION , NOT LESS THAN 3/ 16 " FILLET , ENGINEER AND THE SUPPLIER . � INCHES BELOW ADJACENT FINAL GRADE . CONTINUOUS UNLESS OTHERWISE NOTED . M . SHEATHING : � C . ALL GROOVE WELDS TO BE FULL PENETRATION UNLESS NOTED . 1 . ) CONFORM TO AMERICAN PLYWOOD ASSOCIATION ( APA ) DESIGN C . DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS GR GRADE BEAMS SPECIFICATION , LATEST EDITION . SHEATHING SHALL BE � W m U� TIL BRACING FLOORS ARE IN PLACE , OR OTHER ADEQUATE BRACING IS CONTINUOUS OVER THREE ADJACENT SPANS MINIMUM . � INSTALLED . D . WELDERS: HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A . W. S , 2 . ) FLOOR SHEATHING: 3 /4 " THICK TONGUE AND GROOVE APA RATED � QUALIFICATION TESTS . SHEATHING 32 / 16 , EXPOSURE 1 . NAIL TO SUPPORTS WITH 10d @ 6 � � J D . ACTIVE LATERAL EARTH PRESSURE USED IN DESIGN : . . . . . . . . 40 PCF INCHES O. C . AT ALL PANEL EDGES AND lOd @ 10 INCHES O. C . AT � � E . SEE ARCHITECTURAL DRAWINGS FOR NAILER HOLES; ATTACHMENTS, ETC . INTERIOR OF PANEL . GLUE FLOOR SHEATHING TO SUPPORTS WITH .� E . AT -REST LATERAL EARTH PRESSURE USED IN DESIGN: . . . , . . . 50 PCF " TITE -BOND " ( OR APPROVED EQUIVALENT ) . CONSTRUCTION ADHESIVE � � V F . F�EADED STUD CONNECTORS: CONFORM TO A . W. S . D1 , 1 , STRUCTURAL SHALL MEET APA AFG -01 . � F . PASSIVE LATERAL EARTH PRESSURE USED IN DESIGN: . . . , . . 240 PCF WELDING CODE . USE 3/4 " MINIMUM DIAMETER STUDS UNLESS OTHERWISE 3, ) ROOF SHEATHING : 5 /8 ' THICK APA RATED SHEATHING 32 / 16 , � � � NOTED . EXPOSURE 1 , SCREW TO SUPPORTS WITH # 10 @ 6 INCHES O . C , AT i G . COEFFICIENT OF SLIDING FRICTION: . . . . . . . . . . . . . . . . . . . . . . . 0 . 40 ALL PANEL EDGES AND # 10 @ 12 INCHES O. C . AT INTERIOR OF � G . HEADED STUD CONNECTORS SHALL BE AUTOMATICALLY END WELDED IN I' ANEL . � � • - H . FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURAL MATERIALS . THE ACCORDANCE WITH A , W. S . D1 . 1 STRUCTURAL WELDING CODE . WHERE 4 . ) WALL SHEATHING : 1 /2 " THICK APA RATED SHEATHING , EXPOSURE 1 . � CONTRACTOR SHALL REMOVE ANY LOOSE OR DISTURBED SOIL AND REPLACE POSSIBLE , CONNECTORS ( OTHER THAN ON BEAMS ) SHALL BE SHOP WELDED ; ORIENT PANELS WITH FACE GRAIN PARALLEL TO WALL STUDS . NAIL � WITH NON -EXPANSIVE STRUCTURAL FILL COMPACTED TO 95 � STANDARD WHERE METAL DECK OCCURS , CONNECTORS SHALL BE FIELD INSTALLED BY TO SUPPORTS WITH 8d @ 6 INCHES O . C . AT ALL PANEL EDGES AND PROCTOR ( ASTM D698 ) AS APPROVED BY THE SOILS ENGINEER . WELDING THROUGH THE METAL DECK . 8d @ 12 INCHES O . C . AT INTERIOR OF PANEL . M 5 . ) REFER TO DRAWINGS FOR SPECIAL SHEATHING OR NAILING I . TOTAL LOAD SOIL BEARING PRESSURE USED IN DESIGN : . . 6 , 000 PSF H . STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE REQUIREMENTS . �� WITH THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE AND 8. SLAB-ON-GRADE WITH OSHA REGULATIONS , LATEST EDITIONS. N. ALL TIMBER CONNECTORS SHALL BE " STRONG-TIE " CONNECTORS AS MANUFACTURED BY THE SIMPSON STRONG-TIE CONNECTOR COMPANY . FOLLOW A. THE SLAB -ON -GRADE SELECTED BY THE OWNER AT THE GROUND FLOOR LEVEL SUPPLIER ' S INSTALLATION RECOMMENDATIONS . OF THIS BUILDING HAS SOME RISK OF MOVEMENT . REFERENCE THE PROJECT SOILS REPORT FOR SPECIFIC REQUIREMENTS . 185UED FOR: B. THE PREPARATION OF THE SUBGRADE FOR THE SLAB -ON -GRADE SHALL BE IN No. DAtE GOI'1MENT STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE ; THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE ,a ba�i� FINAL DRB SET PREPARAT I ON REQU I REMENTS TO THE GEOTECHN I CAL ENG I NEER . e �n�irda �irr.a� c�o �v G eNOD CIVIL 186LIED C . MOVEMENT OF THE SLAB -ON-GRADE MAY CAUSE DAMAGE TO ANYTHING o enims ��nreet CONNECTED TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE . ISOLATION DETAILS FOR PARTITION WA� LS , E �ner�' F� �° BASEBOARDS , PIPING , AND OTHER ITEMS MAY BE REQUIRED; REFER TO THE APPROP� IATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB -ON - GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE . KEY PLAN � � ci O L�J � � O � GENERAL NOTES 0 � 0 Q 0 0 J � � PROJECT No, DATE N ° 05058 09/09/2005 Z ,� DRAWN BY CHECKED BY _ N BM RBR � o SHEET No, � 0 z m 0 . 01 � SCALE� AS NOTED #4x � � 12 " O.C . STD � c/� O O HOOK 2x4 CONT KEY � x x V O � � DISCONTINUE W.W.F, � JOINT � p� Cf Cf ZW � � - � � � z x x x— ° —x x x � RE: ARCH FOR TREAD DIMENSIONS AND LAYOUT 1 ' - 6" Z ^ -� o w`� � � LAP (f� (,7 rp � � o � . W Z aQ ... ... � �/2" INSOLATION #4 � 12" O.C . � — o e�+� 1 ' - 0" 4" 4" 1 ' -0" "� JOINT MTL NOTE: 36 BAR 0 LAP Q Z � n o`°+ N N MAKE ALL LONGITUDINAL BARS CONTINUOUS � z o+ ,.� pC � AROUND CORNERS N PROVIDE • X � �n � CO�NSTRUCTION JOINT „ � 2 - 2' - 0" V p. -S � °$ Z Z � 2"� x ,3' -0" SMOOTH DOWEL a 24 „ PAVING N RE: ARCH � • #4x � � TYPICAL � 3 - 0 O,C, N COAT ONE END TO #4x .- � 12 O.C. W/ � N , „ Z ' O � ' � Z Z i — — ^ � 1 CORNER BAR OR EXTEND BAR 2 -0 � � a � PREVENT BOND 6n CONC SLAB BEYOND CORNER WHERE POSSIBLE z (� � � p W W DISCONTINUE W.W, F. � JOINT x x X (2) #4 BOTfOM � � � W � � N N . . ° �'� x x T.O.C. N �i,�, 36 BAR 0 LAP Q �' m � J � Q � RE: PLAN x x � . �' STD = � �' a � " z o �i HOOK Z V M t e� C� V DOWELLED $ 4 TOP & BOTfOM � � � Z Z — Z # � Q � M � EXPANSION JOINT `�i MIN � ¢ � `y " = j � _ J ^ � #3 NOSING BAR N TYP (� a W Q ��4 2 4x CONT � x x x x x x x � Y Z W W J W � ) # „ 6 i l o x ' #4 � 12 " O.C. EA WAY � � o o � m W m � � � � � "�° � � � r � � x x �/2" ISOLATlON JOINT MATERIAL � 3 6 B A R 0 L A P W M a�o p � O +•� Y�—IF— X n Yr— X — c r7 r 1 1 � � � • • � � ^ '� SAWCUT OR PREFORMED s 2 MIN NOTES : � �' N ~ ONTROL JOINT � 1 � -6" (2) #5 1 . CORNER BAR SIZE TO MATCH � �j n O O ... .., �SAW BETWEEN 4 TO 12 � „ �4x �— � 18 " O,C, 8� PRIMARY HORIZONTAL RElNFORCING, m � V HOURS AFTER POUR) $ � � _ 6° � � � MIN � � � � A SLAB — ON — GRADE JOINT DETAILS B THK EDGE SLAB C SLAB — ON — GRADE STEP DETAILS D SLAB -- ON — GRADE STAIR DETAIL E CORNER BAR DETAILS � � N � Z O . O NO SCALE Q , Q 3/4" = 1 � - 0 " Q . � NO SCALE � � � NO SCALE Q . Q NO SCALE � � O � W N N "' � O °tf W � � v V r�. Z ,J C3 T.O.STONE Z Q W � NOTES: 2 �_�„ CONNECTOR PATTERNS SHOWN ARE FOR J � Z G A N G E D S T U D S S H E A T H E D �N A T L E A S T a V (2) �5x � ASSEMBLY A AS ES MBLY B ASSEMBLY C ONE NARROW �ACE OF THE MEMBER o J O � p 2' - 0" N T Y P (2) P C S � 13/4" (3) P C S. � 13/4" (4) P C S, � 13 I 4�� w - RE: DETAILS FOR TOP & � � (� � N OWC BO T T C M REINF N TYP o � � ��2�� P,P �T, O.W._� � � CLR=2 x DIAMETER OF THE LARGEST HOLE (MINIMUM) `V� `V� � SEAL RE: PLAN & DETAI- LS� W = � _ -�'� - -,?r o �' 6" STONE VENEER W TIES M �. T,O,W. � � C� 16 O.C. EA WAY � ," . r� C/'f „ �yV " �` � � r RE: PLAN & DETAILS � W � FOR ACTUAL FRAMING 1 /3 DEPTH _ _ _ _ • , °,�-;;,�•� � � ��.� '� "� � " r � ° N �y�V `�, ' �� °:� ;;,:: ;�, � � o o N RE: DETAILS 1 /3 DEPTH L _ o _ _ _ _ J �ALLOWED HOLE ZONE � -,� t�'��:� `�`. ��' r•�. z � ,�Q o � 0 1 /3 DEPTH o o c c � ti`' ':�:, � � �� � �� �;; •.� O . i� Z m N� N� � � '�"��b�✓ � /I �6 � , t ,.{} ! � Q •T � ,-�i'•., I • r,�ti;`. N � n !2 n ^�,•r��'••• o''• ,; '� • • 7 WIDE BEA�IS SHOULD ONLY 16d COMMON NAILS N .� �° t*�;"°""°`� �` �2) #5x Z -0 GRADE "' � � o o �„� `. Y;y ��o�zo\'�.�t I o o BE USED WHEN LOADS ARE SEE NOTE 2 �`��..�.�.. �7 � � ALLOWABLE HOLE ZONE APPLIED TO BOTH SIDES OF TNE �/2"0 THRU BOLTS Y 1 /3 SPAN =MIDDLE 1 /3 SPAN 1 /3 SPAN MEMBERS (TO MINIMIZE ROTATION) , � 2 -0 O.C , N TYP � � T.O. F. N RE: PLAN & DETAILS � � (NO HOLES ( NO HOLES MULTIPLE MAXIMUI� UNIFORM LOAD APPLJED _� � HIL11 KWIK BOLT II ALLOWED) ALLOWED) ASSEMBLY TO OUTSIDE BI� (PI.F) ,� T.O. F. 5/a"� x4" HILTI KWIK- BOLT II • CONNECTOR SCHEDULE (2) ROWS 16d (3) ROWS 16d � . � . RE: PLAN & DETAILS N RE; SCHEDULE NOTE: �3��2� �3t�2� (2) ROWS /2 (2) ROWS /2 LVL COLU�IN DII�ENSIONAL LUMBER 1 , THE ALLOWED HOLE ZONE IN THIS CHART IS SUITABLE FOR HEADER MAXIMUI� ROUND COMMON WIRE COM�ION WIRE ��� BOLTS Q 5 VENEER HEIGHT SPACING � pEph{ HOLE SIZE 0 12' O.C. 0 12" O.C. 0 24" O.C. A 12" O.C. NOTES : L6x6x /16 W/ PRE -DRILLED BOLT UNIFORMLY LOADED HEADER�; FOR OTHER LOAD CONDITIONS, HOLES � SPACING PER SCHEDULE LESS THAN 10' -0" 24" O.C. CONTACT STRUCTURAL ENGINEER , 43/8" 1 " A 470 705 503 1010 1 , PROVIDE A MINIMUM OF (2) STUDS � EACH BEAM SUPPORT � � M N HOT-DIP GALVANIZE AFTER , � , „ „ 2 , RECTANGULAR HOLES NOT ALLOWED. 5 ��2�� � 3�4° B 3) 355 530 380 760 2 , FOR DIMENSIONAL LUMBER STUD PACKS , NAILING SHOWN IS FOR EACH PLY � � � 2 -� DRILLING HOLES 10 -0 - 15 -0 16 O.C, 3 , HOLES IN CANTILEVERS REQUIRE ADDITIONAL ANALYSiS. 3, STUD PACK MAY BE SUBSTITUTED FOR POST SIZE CALLED OUT; MATCH LUMBER GRADE. #4x 2 -0 7 �/4" THROUGH 18" 2" C( 4) - - 340 680 4. PROVIDE TYPICAL SHEATHING NAILING TO EVERY OTHER STUD, � � 1 ' - 0" MIN TO MATCH FOOTING " LONGITUDINAL REINF _ _ WHERE SPECIFIED O NOTES: 1 . BOLTS ARE A307- 36. BOLT HOLES = SAME DIAMETER AS BOLT. � � 2 . USE WASHERS � HEAD & NUT. — 3. USE (3� ROWS OF NAILS FOR BEAMS > 12 " NOMINAL. � `O F FDN WALL 8c �fG STEP G STONE VENEER ANGLE H ALLOWABLE HOLES IN WOOD BEAMS J MULTI — PLY BEAM CONNECTIONS K GANGED POST SHEATHED �C � W ' O . O NO SCALE Q , Q 3/4 " = 1 ' - 0 " Q , Q NOT TO SCALE Q , � NOT TO SCALE Q . Q NO SCALE W • � POST LOAD FROM KING STUDS ABOVE � � � LEVEL(S) ABOVE TRIMMER ABOVE — � T. O . SHEATHING � B�M � BLOCK JOIST SPACE TYP TOP REINF V RE: PLAN BELOW TRIMMER STUDS 1 �/2�� 5/8°0x4" WALL ANCHORS � N � �� i O.F. TOP REINF # 4x � � JOIST SPACE BETWEEN FLOORS BLOCK JOIST SPACE F 6 SOLID � POST LOAD � . � � � � o - - ,- � ^ CONTINUE POST TO ° I . F = _ _ „ t � t W � J POINT OF SUPPORT � Q Q "' ;n I. F. TOP REINF `�' � „ R2 L3 /2x3 /2x /4 � ` T.O .S. � '� I , F, SPLICE BAR „ � 2 ��2" '�` � W � �V BEAM WIDTH + BELOW POCKET 5/8"� z4" WALL ANCHORS 3 R E; P L A N � �/�" FA SIDE � o ¢ � � 6 "x8" POCKET '' � � 0 R � �� „ 3 �/ „ 3 �� „ � t�2�� � .� „ ,� � ^ � �� „ ,� � " � � � F' / � � � 2 2 1 / � 3t 1 /2 1 / � t � � � " � " 7 �/�i/� � /2 / t /2 � /4 t /2 /4 _ � n I �CI �.iilnr ... ^.-_i���� �/ � �il � � � � N END fC � N WELD TO BEAM � \ o o � N N � /4 f� �/4 ° STIFF EA SIDE � 10�' �, �c`` � - \ '� r' 4 i , � � W ` �� I. F. TOP REINF N M TYP WALL FRAMING � � _ � � � \ STOP (� POCKET MINUS 1 " STD CORNER BARS M � N N N M m + FOR TOP STEEL „ . 3 . Al.LOWABLE LOAD, KIPS �� \ 3�4"� HOLE N TYP � N �� �L�4 � BEAWI SIZE �LT SAPACING �6 GRADE 50 KING STUDS ^ � � ^ � � ^ � �P �/2„ � �2 �2 �/2„ � I I 2 W8 3 14 15 TRIMMER STUDS 3/ 16 � � 2 W10 3 14 15 BP - 1 BP- 2 BP- 3 BP-4 � 3 W12 2 � 3 24 26 185UED FOR: Pmax = 12k Pmaz = llk Pmax = 7k Pmcx= l0k � � NOTES: No. �atE coMMENT � N A b/J7/06 FMAL PRB 8ET T.O.W, 1 . HOLES SHALL BE HORIZONTAL SHORT SLOTS IN ANGLE AND STANDARD HOLES IN BEAM. I , F. TOP SPLICE \ I 2 . WELD I NG ELECTRODES ARE E70XX . a �naima �iria� cRa �v RE: PLAN BAR N SIZE TO MATCH c a�vm� CIVIL 168UED ALL MULTIPLE-STUD POSTS AND TRIMMERS SHALL BE MADE TOP REINF x 3' -0" o �i� ��rrr set CONTINUOUS BEfWEEN LEVEL OF SUPPORTED MEMBER AND FOUNDAT!ON, BEAM, OR HEADER (WHICHEVER COMES FIRST) . f� f� � ��� F� � GROUT FOR FULL BRG L FRAMING C� MULTI — STUD POSTS M TS4x BASE I� DTLS N BEAM POCKET P BEAM POCKET C� CORPJER Q SINGLE ANGLE FF�AMED CONNECTIONS NO SCALE 3/4 1 0 3/4 1 - 0 3/4 1 0 NO SCALE � � . � �� _ � _ �, � . 0 „ _ � ,� � , � �, _ � _ �� � . � NOTES: 1 , WELD TS4x TO BASE PLATE W/ 3/16 FILLET- ALL AROUND 2, HOLES ARE 3/4"� FOR �/2" � A, B. GIRDER 2x6 � FLUSH W/ FLANGE BEAM N RE; PLAN � HANGER SIDE GIRDER SIMPSON HANGER N RE: SCHED KEY PLAN T.O.W, SIMPSON HANGER � N RE: SCHED WOOD BEAM T.O.W. N RE: PLAN BEAM N RE: PLAN � SIMPSON HANGER o N RE: SCHED STEEL GIRDER � � N RE: PLAN � CONNECTOR SCHEDULE CONNECTOR SCHEDULE CONNECTOR SCHEDULE TYPICAL DETAILS i ° BEAbI HANGER COI�MENTS BEAM HANGER COM�IENTS BEAM HANGER COMI�ENTS o � 1 � 13�qX � l ��g LVL MIT11 ,80 (2) 13/4x9 �/2 LVL W3.56/9 , 5 OFFSET TOP FLANGE (2) 13/4x11 �/$ LVL MIT411 .88 ~ (2) 13/4x11 �/8 LVL MIT411 .80 (2) 2x12 WNP212 - 2 OFFSET TOP FLANGE (3) 13/4x11 �/8 LVL WP5 . 50/ 11 . 88 0 a (3) 13/4x11 �/a LVL WP5.50/ 11 .88 (3) 2x12 HUCTF212- 3 � (2) 13/4x9 �/2 LVL MIT49 . 5 PROJECT No , DATE N 0 4xt2 HUS412TF Z 05058 09/09/2005 � WOO D B EAM DRAWN BY CHECKED BY N BM RBR � R WOOD BEAM WOOD GIRDER S @ END OF WOOD GIRDER T WOOD BEAM STEEL GIRDER SHEET No, 0 � � . 0 3�q. �� - 1 ' - 0 " O . O 3�4„ _ 1 ' - 0 " � . � 3/4" = 1 � - 0 ,� Z 0 . 02 _ 0 � A � AS � � O O Vo � � ZW � � — � � � RIOM �JOIST� OR� BLOEC��ING TIGHT C/'� Z o � � W Z � � o� o� 2x PLATE � CONNECT TO BEAM W/ Q Z M o�+ N N (2) ROWS OF 0. 145 � DRIVE PINS � � � POST BEAM N RE: PLAN fC /4" END PLATE � N � � W W STEEL BEAM N RE: PLAN T.O . SHEATHING V a vq •— � W W T.O . SHEATHING � •— " Z Z END � �/4x BEAM WIDTH x SIMPSON EPC END POST CAP STEEL BEAM N RE: PLAN FLANGE EXTENSION AS REQ D O � — — FULL BEARING STEEL SHIMS FLOOR JOIST BEAM DEPTH W/ (4) 0, 145"0 DRIVE T��•W� � POST STEEL BEAM N RE; PLAN � �� � � � C7 t3 P.S REQ D FOR TIGHT BEARING PINS FROM KING STUD FOR BOLTS + 1 /2 EDGE � = c ` �"' W W T. O . S. T,0. 1� T,O ,S, f� �/4" END f� � W ,e� � � N N SHIM TIGHT fOR FULL v � en � BRG W/ STEEL SHIMS � _ � m � Q � a � T.O . PLATE �-- Z Z Z V �, �, c, � — STEEL BEAM N RE: PLAN � � � � � ev $ Q � � � TRIM POST TO BEAR TIGHT N POST N RE: PLAN "' np 1 /2" TYP � f� �/ " CAP fC W/ V Q W a USE FULL BEARING STEEL = N I Z POST OR STUD PACK PER SHIM f� 'S AS REQUIRED � STEEL POST N RE: PLAN I I BEAM/GA (�/2 S MIN) o W W J W P I A N (2) 2 x S T U D S M I N , _ , n I I � m W m 13/4 LVL KING STUD � � W% (2)/�/8 0X BOLTS� � � W o � O� � POST N RE: PLANI I M °0 O N O I � � ,� � N ao WOOD POST N RE: PLAN � � � � � N � � -0 — p ... .... m �C � � C� � � ; � ... ... � � _ E STEEL BEAM POST � � N � Z A S T E E L B E A M B R G � S T U D W A L L B I N L I N E S T E E L B E A M � S T U D W A L L C L I G H T B E A M P O S T D S T E E L B E A M P O S T W m � � Z � D . O 3�4�� = 1 ' - 0" � . � 3/4 " = 1 ' - 0 " � . � NO SCALE D . O 3�4�� _ � ' - 0 " 0 . � 3 3/4,� _ 1 ' -0" $ � W GyC N "' O ^ °?� W � 0. v V Z Z ,J C3 Z Z � W J I" W ,� a c� Z „ SPLICE ��,n -�:. TYF 3x STUDS t�2 � �, 3x STUDS J 0 � � � C� F- W „ �� � � ' 3�� L5x5 N L6x6 V N y � STUD WALL STUD WALL � 2 � ��2� � ��� _ GLULAM RAFTER N RE: PLAN i I STEEL BEAM N RE: PLAN � I I - = SEAL � GLULAM BEAM N RE; PIAN HSS COL N RE: PLAN I I \ M � ° \ \ ` N �1�" ���� ^ � � m HSS COL N RE: PLAN � � � � � �'"�`�,';`, y' �C ''::: �',�' T.�, � I I I 0 3 J � Z o � � p Q 3 � it ;., �•�, . �::,�; . � ;�, R . . M O ` .i.(` . . I I ° I I � "' o o t7 :'',�`- , ...� _„— I o � � m l o e � , .. KING STUD EA SIDE � � ° M z ° „ „ � I I o "' z o SCREW LAYOUT �:���,' � r� �� � �r-��: �., ,� � � 2) L4x3 ��2x 'T x L 3�� MIN ^ � � �.g�' � �O �:.;;� �A36) N TYP � � �� � : � '�f;, •,, , ;,, ; �., •,•. ..........•� •:;�:�� I I �"c�;�,;-. . ,c- II - � , ��°�:';.., . � a �.. STONE VENEER ANGLE " � `�� `��'" " � MULTIPLE STUD POST „ „ „ „ I I t � �� � � �� �"�'°�-�'" N RE: PLAN � � � "T x5 x L (A36) 3 qNGLE ANGLE ALLOWABLE LOAD, KIPS � � f� /4 x6 x0 -8 /2 (A36) 'N" ROWS OF /4"0 BEAM SIZE WELD SIZE � � 3 ANGLE SIZE STUD SPACING SCREWS 0 EACH STUD MAX VENEER HEIGHT "W„ A325N BOLTS ��TM THICKNESS �", IN � FILLER EA SIDE 'L", IN "T", IN A36 A572, Gr 50 � � �16 L5x5x �/4 16" (2) #24x3" 3 '-9 " N BFJU�I SIZE �LT DIA I� THICKNESS I� LENGTH WELD SIZE �0�� 2 W12-W14 5 �/2 3/8 3/16 19 26 I I L5x5x �/4 12 " (2) #24x3" 5'- 0" "N" ROWS OF L6x6x /16 16 (3) #24x3 6 -0 A 3 2 5 N B O L T S (0) "T", I N "L', I N "W", I N KIPS 3 W 1 6-W 1 8 8 �/2 3/8 3/ts 3 6 4 9 � i 5 � ^ � n 4 W18 —W24 11 �/2 3�8 �/4 57 78 L5x5x �/4 g„ (2) #24x3" 7'- 6" Q 2 W8-W10 3/4 �/4 6 3/� s 12 L6x6x5/� s 12 " (3) #24x3° 8' - 0" 3 W12 —W14 3�4" �/4 9 3/� s 24 L6x6x5/� s g" (3) #24x3" 12' - 0" Q 4 W16—W18 3�4�� 3�8 � 2 3�16 32 � NOTES ; INSTALLATION NOTES : W � 1 . HOLES SHALL BE HOR [ ZONTAL SHORT SLOTTED HOLES IN PLATE , STANDARD HOLES IN BEAM , 1 . PREDRILL HOLES 70 � SHANK DIAMETER � 2 . WELDING ELECTRODES ARE E70XX, NOTES : 2. FIELD DRILL HOLES IN ANGLE AFTER STUDS ARE LAID OUT � � i 1 . HOLES SHALL BE HORIZONTAL SHORT SLOTTED HOLES. 3 . CENTER SCREWS IN EACH STUD � 2. WELDING ELECTRODES ARE E70XX. 4 . USE 3x STUDS DROPPED WOOD Z �,°� G STEEL BEAM � TUBE STEEL POST H BEAM SPLIC CONNS J � � F BEAM C� STUD WALL E WOOD BE.AM � TUBE STEEL POST K STONE VENEER ANGLE W W � Q . Q 3/4'� = 1 ' - 0" Q . Q 3/4 " = 1 ' - 0 " 0 . 03 NO SCALE 0 . 03 3/4'� = 1 � - 0 '� 0 . 03 NO SCALE � W > � � t� W V o� � V u.� m � o W � J LOOSE LINTEL SCHEDULE � � s OPENING BEARING W V W��� IJNTEL SIZE EACH END � r n � � 6 " � 5 � 3 L3 �I2x3 ��2X ��a � OR LESS OVER 5' -3" L4x3 �/2z �/4 (LLV) g " � � ' i TO 7 ' -0" OVER 7' -0" L5x3 �/2x �/4 (LLV) OR „ � TO 8' -0" W6z9 W/ BOTTOM � �/4"z CONT 6 � OVER 8' -0° L6x3 �/pxs/16 (LLV) OR „ M TO 9 ' - 6" W8z10 W/ BOTTOM � �/4°x CONT $ � OVER 9 ' - 0° TO 10 ' - 6" Wsx15 W/ BOTTOM f� �/4"x CONT g" OVER 10' - 6" RE: PLAN NOTES; 1 , PROVIDE ONE ANGLE FOR EACH 4" OR LESS THICKNESS OF MASONRY , IssUED FoR: 2, WHERE W SECTIONS ARE USED, THE CONTINUOUS BOTTOM PLATE SHALL BE 1 /2 " LESS No. DATE Coh1MENt IN WIDTH THAN THE WALL THICKNESS, a bavr� FINAL DRB 6ET 3. FOR OPENING WIDTHS GREATER THAN 6' -3" , PROVIDE SOLID GROUTED OR SOLID MASONRY JAMB UNDER EACH END OF L I NTEL . e in{ims �nra�, a�s �v 4. FOR OPEN I NG WI DTHS GREATER THAN 9' -6" , PROV I DE ( 2 ) 5/8" � z ] ' -6" ANCHOR c anima civi� iseuec BOLTS AT EACH EiJD OF BEAM. SLOT HOLES 2 " AT EACH END OF BEAM. v 9nima �pHit aet E 1m/18/06 FINAL GD L LOOSE LINTEL SCHEDULE 0 . 03 NO SCALE KEY PLAN � � 0 �i � � 4 ) ° IYPICAL DETAILS 0 0 Q 0 0 J d � PR� JECT No, DATE � Z 05058 09/09/2005 ,� DRAWN BY CHECKED BY x N BM RBR � o SHEET No, � 0 z so . o3 m 0 � � oT FOR ADDITIONAL INFORMATION C� C� RE: SHEAR WALL SCHEDULE � O O STRUCTURAL WALL SCHEDULE � SHEAR WALL BOUNDARY POST (� EA V O � � STUDS END OF WALL N RE : SCHEDULE � � ZW � � MARK SND SPACING I�IARK SiUD SPACING MARK STUD SPACING MARK STUD SPACING SHEAR WALL BOUNDARY � Z � � W1 2x6 � 16 " O .C . W3 2x6 � 12 " O . C . W5 W7 2x STUD WALLN RE; PLAN — ^ ^ SHEAR WALL -- � ' O � ^ W2 2x4 � 16 " O . C . W4 2x4 � 12 " O . C . W6 W8 BOUNDARY POST HOLD- DOWN STRAP W (7 � C� O� SHEATHING � Z Z � MARK SHEATHING EDGE NAIUNG BLOCKm? CAPACIiY PLF CONN 0 FOUNDATION CONN 0 FLOOR ABOVE CONN 0 FRAMING BELOW DRNE PINS 0 STEEL 8EA1� BLOCKING � PANEL EDGES � Z � � � � � � „ n n „ „ „ „ AS REQUIRED N RE: SCHEDULE `� V � y •`� o$ W W A �/2 GYP EACH FACE 6d � 4 O,C. NO 250 �/2 0 A.B, � 36 O , C. SIMPSON LS50 � 24 O. C. 16d � 6 O .C. 0. 145 � (� 16 O.0 � l a :g E � Z Z „ „ � � „ � „ „ T.O. PLYWOOD O � � — — B �/2 PLYWOOD 8d � 6 O.C. YES 260 �/2 � A.B. � 24 O .C. SIMPSON A35 � 18 O.C , 16d � 6 O.C. 0, 145 0 � 12 O,C � � ' � Z Z 2ND LAYER OF SHEATHING � OC C �/2 " PLYWOOD 8d � 4" O.C. YES 380 �/2 "� A.B. � 18 " O. C, SiMPSON A35 C� 12 " O,C, 16d � 4" O.C. 0. 145 "0 � 9 " O.0 AS REQUIRED � RE: SCHEDULE o � � Z (/� � � � W W � �., J Q � a Q W W � „ „ � � � � � � � W ��� N N D /2 PLYWOOD 10d � 4 O,C, YES 460 /2 0 A.B. � 12 O. C. SIMPSON LS50 � 16 O. C. 16d � 3 O ,C. 0. 145 � � 6 O.0 � „ „ � „ „ � „ � p THREADED ROD CUT SLOT THROUGH � ~ � J Q J Q E /2 PLYWOOD 10d � 3 O.C. YES 600 /z 0 A.B. � 12 O , C. SIMPSON LS50 � 12 O, C. (2) 16d � 4 O. C . 0. 145 0 � 6 O.0 THROUGH JOIST SPACE � �7 = �' a (' Q (� „ p �� �� „ � �� �� � : c� MAYW00 OT AS S MRAL � Z V eM $ Z Z � Z F �/2 PLYWOOD EA FACE 8d � 4 O.C. YES 760 �/2 0 A. B. � 9 O.C . SIMPSON LS90 � 12 O,C, (2) 16d � 4 O.C , (2) 0. 145 0 � 9 O.0 W AS POSSIB � � N � �-- — � — „ „ 3 ,. � „ � ,� „ �E a � �. � � G �/2 PLYWOOD EA FACE 10d � 4 O.C. YES 890 /4 0 A. B, � 16 O ,C. SIMPSON LS90 � 12 O. C, (2) 16d � 3 O.C . (2) 0. 145 0 � 6 O.0 � � Q W Q H �/2" PLYWOOD EA FACE 10d � 3 " O.C. YES 1200 3/4°0 A.B. � 12" O. C. SIMPSON HGA10 � 9" O.C. (2) 16d � 2 �/2" O.C, (2) 0. 145"� � 6" O.0 y Z W W J W NAILS CALLED OUT � m W m J �/z" PLYWOOD EA FACE 10d � 2 " O.C. YES 154a 3/4°0 A. B. � 9 " O.C . SIMPSON HGA10 � 9 " O.C. (2) 16d C� 2 " O, C. (2) 0, 145"� � 4" O.0 � HOLD- DOWN IN SCHEDULE ARE N � � � � TOTAL FOR STRAP W M � a� � O HOLD-DOWNS , ( EXCLUDING CLEAR p �' LENGTH ) MARK HOLD-DOWN EACH END UPUFT CAPACIi`f (LBS) BOUNDARY POST REMARKS SHEAR WALL KEY „ � -$ � ^ � 0 NO HOLD - DOWN 0 ;; '� �' � ; � �' N ~ 1 SIMPSON MSTC28 W/ ( 16) 16d SINKERS 1225 (2 ) STUDS CLEAR SPAN = 16 " MAX SHEATHING � � � ; �, � � n O O HOLD- DOWN m � �' � � � SIMPSON MSTC52 W/ (48) 16d SINKERS 3680 (2 ) STUDS CLEAR SPAN = 16 " MAX � � �, � � X ... ... < 3 SIMPSON MSTC66 W/ ( 68) 16d SINKERS 5350 ( 2 ) STUDS CLEAR SPAN = 16 " MAX W 1 - A 1 , � ; ; '� �. '� V � � • 4 S I M P S O N P H D 2 W 5 " `""� SHEAR WALL HOLD- DOWN ' �. �o � V / /a � T H R E A D E D R O D 3 6 1 0 ( 2 ) S T U D S U S E W/ S I M P S O N S D S S C R E W S S T U D �� INDICATES DIFFERENT � EA END OF WALL �, .� C H 0 L D — D 0 W N C� F L O 0 R W � � N C7 Z 5 S I M P S O N H D 2 A W/ 5/e"� A N C H O R 2 7 7 5 ( 2 ) S T U D S SPACING HOLD-DOWN � EA END N RE: SCHEDULE � � Q - 1 =L E F T H O L D- D O W N) '� Q . � 3/4" = 1 ' - 0 " m � � W � 6 SIMPSON HDSA W/ 3/4"� ANCHOR 3705 (2 ) STUDS �3= RIGHT HOLD- DOWN) CONNECTION � FOUNDATION �' '� � . � � W 7 SIMPSON HD6A W/ �/8"� ANCHOR 4405 (2 ) STUDS N RE: SCHEDULE FOR ANCHOR � � O 1� W 8 SIMPSON HDSA W/ �/a"� ANCHOR 6465 (2) STUDS BOLT SIZE AND SPACING �, ,� � � a �•' Z � � 9 SIMPSON HD10A W/ �/8"� ANCHOR 8310 � � � Z a W ( 2 ) STUDS SHEATHING N RE: SCHEDULE FOR � � � ' Q � W 10 SIMPSON HD14A W/ 1 "� ANCHOR 13380 6x4 THICKNESS AND N0. OF 1AYERS PANEL INTERMEDIATE NAILING � a (j Z 11 SIMPSON HD15 W/ 1 �/4"0 ANCHOR 15305 6x6 IF ONE LAYER OF PLYWOOD � �. d � � � SPECIFIED, IT CAN BE APPLIED ; ; , . , — O � p �, M � EITHER FACE �1 � : � U F- W 1 . PLYWOOD SHEATHING TO BE APA -RATED SHEATHING . 8 . ALL GYPSUM BOARD PANEL EDGES SHALL BE BLOCKED WHEN THE SHEAR PANEL EDGE NAILING , ; . a . ,, V y y � RE : GENERAL NOTES FOR ADDITIONAL INFORMATION . WALL LENGTHS ARE LESS THAN : 5 -4 FOR 8 -0 TALL ; 6 -0 FOR 9 -0 2 . PLYWOOD SHEATH I NG NA I LS TO BE COMMON . TALL : 6 ' -8 " FOR 10 ' -0 " TALL . 3 . AT PLYWOOD SHEATHING , USE SCHEDULED NAILS � 12 " O . C . FOR FIELD NAILING . 9. BLOCKING @ GYPSUM BOARD PANEL EDGES SHALL BE THE SAME SIZE AS THE STUDS . SEA� „ :�::«:rs. 4 . ALL PLYWOOD SHEATHING TO BE BACKED WITH 2 NOMINAL OR WIDER MEMBER. 10 . STAGGER ALL VERTICAL GYPSUM BOARD PANEL EDGES @ ADJACENT COURSES. : , � �, �- • . , 5 . WHERE PLYWOOD IS USED ON BOTH FACES , PANEL JOINTS SHALL BE OFFSET TO 11 . WALLS ARE CALLED OUT ON THE FLOOR PLAN ABOVE � °�'3 .�'•�•• : �; : �"' <'^�''?' FALL ON DIFFEREN �� FRAMING MEMBERS . ( I . E . 1ST FLOOR SHEARWALLS ARE CALLED OUT ON 2ND FLOOR PLAN ) . , ' � _ r��"' ;�., � ti • ` 6 . NAILS @ GYPSUM BOARD SHEATHING TO BE 6d COOLER OR 6d WALL BOARD NAILS. 12 . CONNECT SHEAR PANELS DIRECTLY TO STUDS , �';" , • "'`` , , a �.( � "'O.( "r � ti"' "N 7 . AT GYPSUM BOARD , FIELD NAILING IS TO MATCH PANEL EDGE NAILING . 13 . BLOCKING @ PANEL EDGES SHALL CONSIST OF 2x3 MINIMUM LUMBER PLACED �-� � � w' ^ ^ � "�= ', ; FLAT AGAINST FACE OF SHEATHING W/ ADJOINING PLYWOOD EDGES BEING NAILED � ' �� � `� � ` � � " �� �' ° ' ' Y�� x � � ' '�.� PER EDGE NA I L I NG REQU I REMENTS . `�"^,`� �/ ;••� �:,:�'.�' A SH EAR WALL SCH EDU LE 14 . RE , ARCH FOR REMAINDER OF WALL COMPOSITION. B S H EAR WALL KEY � °`,w;, �.,� 1 ,.,,�•• f�� ��i O . O NO SCALE 15 , RE : DETAILS THIS SHEET FOR TYPICAL CONNECTIONS AT TOP AND BOTTOM OF SHEAR WALLS. Q . Q 3/4" = 1 ' - 0 " �??� " , �� �� w,r��'`��,,,.�'''y �,O SHEAR WALL BOUNDARY POST ���f.��`` �g'�1 � 0�� 5�'� �� �Q � o y�P�'� �Q SIMPSON HOLD-DOWN � � � � o 00�,� � �� � HOLD- DOWN REQUIRED EPDXIED HOLD- DOWN ALTERNATE � � � � SHEAR WALL (BELOW FRAMING) � ��Q�c�`Z`�� 0p� c�C��'� o o W ,�,�� `'� �Q�c�`29� p�/ RE: SCHEDULE ANCHOR � LOAD LBS o y5 �,� � � a `� o� �� 0 ��, EMBEDMENT EMBEDMENT 0 0�,0'�Q,��P �po���P J � �,O'�Q,�.�P �po���P BOLTS PER SIMPSON CATALOG DEPTH IN WALL z � ��� O�� 5�� 3 = ����� o`�� 5�`� _ 5�8°0 4500 10 " FTG DEPTH -3„ o a ���;• � ��.i NOTE: USE LARGER OF TWO Q ° 3 N HOLD- DOWN POSTS AND LARGER ; �/a"� 8310 15 " FTG DEPTH - 3" J W1 -A1 , 3 K — � o ° �— — OF TWO HOLD - DOWN BOLTS (NOT � _ o �, �' � � ADDITIVE) N HOLD- DOWN MAY BE � - > 1 "� N/A NOT ALLOWED � SHEAR WALL HOLD - DOWN N � L O C A T E D � E I T H E R P O S I T I O N ��T.O.C._ NOTES: � SHEAR WALL N RE: SCHEDULE RE: S0 , 03 (� BOTTOM OF WALL) � HOLD-DOWN OFFSET PER MFR R� P�N ' 1 . THREADED ROD TO BE A307 MATERIAL W � ON S0.03 0 � HOLD - DOWN OFFSET � � � � � � � � � � i ¢ PER MFR ANCHOR BOLT PER SIMPSON CATA�OG 2 • EPDXY TO BE SIMPSON SET HIGH STRENGTH i Q SHEAR WALL ABOVE SHEAR WALL ABOVE OR EPDXIED HOLD- DaWN ALTERNATE EPDXY. SUBSTITUTION EPDXY MUST HAVE ICBO � � 3 � CONTRACTOR'S OPTION APPROVAL FOR LOADS GIVEN IN TABLE. � � � 2 � SHEAR WALLS 3 . INSTALL RODS PER MANUFACTURER'S INSTRUCTIONS. � V � � D SHEAR WALL CALLOUT N E SHEAR WALL HOLD — DOWN LEGEND @ COR � ER F EPDXIED HOLD — DOWN ALTERNATE W � = � � 04 1 �2 ,� _ � ' - 0 " � . � 4 � � �2 �� = 1 ' - 0 " � . � 1 1 /2 " = 1 ' - 0 " � � W � � t� SHEAR WALL W � SHEAR WALL SHEAR WALL � FOR ADDITIONAL INFORMATION SHEAR WALL FOR ADDITIONAL INFORMATION FOR ADDITIONAL INFORMATION DIAPHRAGI� NAILING � RE: SHEAR WALL SCHEDULE _. RE: SHFAR WALL SCHEDULE RE ; SHEAR WALL SCHED N RE; PLAN � W m FOR ADDITIONAL INFORMATION FULL DEPTH BLOCKING � a..+ SHEAR WALL BOUNDARY RE: SHEAR WALL SCHED .�---- SHEAR WALL BOUNDARY � 48" O.C. POSITION JOIST AS SHOWN 0 POST POST SHEAR .WALL BOUNDARY � EDGE OF SHEAR WALL W � J POST ,�, T.O. PLYWOOD �, . SHEAR WALL BOUNDARY � � � POST --- STRAP H�i n- npWN � a. SHEAR WALL � i SHEAR WALL HOLD- DOWN STRAP HOLD- DOWN HOLD-DOWN � � � RS L NAILS CALLED OUT IN SCHEDULE NAILS CALLED OUT IN SCHEDULE � m ; ARE TOTAL FOR STRAP = ARE TOTAL FOR STRAP ANCHOR BOLT N z ' �. (EXCLUDING CLEAR LENGTH ) ANCHOR BOLT: DRILL THROUGH CENTER ; ; - � J � ; ,- OF SOLID BEAM OR PLACE IN MIDDLE Z : : (EXCLUDING CLEAR LENGTH) WELD TO BEAM � ``' •o - JOINT OF MULTI -PLY BEAM T, O . PLYWOOD � � : ' CONNECT JOIST TO TOP " : : ; :� STUD WALL f� FLOOR JOISTS I� OF SHEAR WALL � T.O. PLYWOOD � ' N RE: SCHEDULE . . ; � T, O ,S. T, O, PLYWOOD �• �T.O. PLYWOOD �;; : : � � "� BOLTS � MULTI - PLY BEAM . • • . o i �2 � : : SHEATHING N RE: SCHEDULE -o :� DOUBLE TOP f� IS3LIED FOR: �, � No. DATE COr1MENT „ � WOOD BEAM STEEL BEAM STUD WALL N RE; PLAN a va�i�s FMAL DRC 8ET BEND STRAP � BOT WOOD BEAM W/ 6x 3 3 STEEL BEAM W/ 6x a �naima �irr,a� �a �v OF BEAM AS REQUIRED BLOCKING AS REQUIRED COUNTERSINK AS REQUIRED BLOCKING � STRAP c aiv� GIVIL IBBUED � STRAP p 9/�/mb PERMI7 T SHEAR WALL E �ne��e, Fiwu cc G STRAP � H — D C� WOOD BEAM H HOLD — DOWN � WOOD BE�, M J STRAP H — D C� STEEL BEAM K HOLD — DOWN � STEEL BEAM � SHEAR _ WALL Ca? PARALLEL JOISTS / RAFTERS � � 4 3/4 1 0 � . O 3�4�� _ 1 ' - 0 '� � . � 4 3/4 1 0 � . � 4 3/4,� _ 1 ' - 0 " 0 . 04 1 1 /2 1 0 . DIAPHRAGM NAILING DIAPHRAGM NAILING � RE: PLAN FULL DEPTH BLOCKING ABOVE SHEAR WALL ROOF SHEATHING DIAPHRAGM NAILING KEY PLAN ROOF TRUSSES � 2 ' -0" O.C . CONNECT BLOCKING TO TOP f� FULL DEPTH BLOCK OF SHEAR WALL N RE: SCHED ABOVE SHEAR WALL 12 $ � 2x6 BLOCKING � 48" O. C . CONNECT BLOCKING TO CONNECT TRUSS TO TOP f� OF � TOP (� OF SHEAR WALL SHEAR WALL N RE; SCHED � � RE ; SCHED w � � 0 � � SECOND- FACE SHEATHING OF SHEATHING N RE: SCHED HE R WALL SHEAR WALL WHERE REQ D DETAI LS ° TRUSS Q RAFTER SECOND FACE OF SHEAR WALL 0 o SHEATHING WHERE REQ ' D � SHEAR WALL SHEATHING SHEATHING N RE; SCHED N RE: SCHED N ( IF 1 - FACED PANEL, DATE N SHEATHING TO BE SHEAR WALL 05058 09/09/2005 Z APPLIED TO THIS FACE) SHEAR WALL W SHEAR WALL DRAWN BY CHECKED BY _ � BM RBR o M SHEAR WALL @ PERP RAFTERS N SHEAR WALL C� PERP TRUSS BRG P SHEAR WALL � PARALLEL TRUSSES SHEET No, ° 0 . 0 i � /2 " = 1 ' - 0 " 0 . 04 > > /2 " _ � ' - o � 0 . 04 3/4 ~ _ � ' - o � z so . o4 m ° SCALE� AS N�TED � � � � B C D E F J � o � �, ZW � � 5' - 0" 19 '-0" 5' - 0" 10' - 8" 26' - 5%" - Z � � � o � � W V '- � o� c� 9 ' -9n I � � O M � �r , � � � I QZ � � � N N OC GC e0 r , H W W SHORING WALL (BY OTHERS) v a .S � Z Z ■ ■ � ■ ■ � ■ ■ � ■ � � ■ ■ � ■ ■ � ■ ■ � ■ O W �P � � C7 C7 � _ 3 ^ � GEOFOAM BACKFILL ZONE � • � ? a � o Z Z � . � � W W $ , /4 � ♦ S5.01 USE EPS29 BY R-CONTROL ` � � ��, W � � N N I -� �, - - - � - - - L � _ _ ^ ,• r - - - - - - - - - - - - - - - - - - - - � ♦ � - - ��' - - - - - 1 0 = � m �O Q a � a 1 I `� \ c� � - Z � M ,� N � c� � c� . . � ■ ■ � . ■ � ■ ■ � ■ ■ � ■ � ■ ■ � . � ■ ■ � . . � ■ ■ � . ■ � ■ � e� $ _ t � - - - - - - - - - - - - - - - - - - \ � \ Q o c I \ \ � ` ♦ . 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' � 3 2 . 1 / � = H � � � � ' W � , 100' -0° o � � j I / Q r' � 55. 11 , T, O, DECK °° m o J T � -- �-- / "' I ` , \ / � � � , , � _ , , . 99 '- 10 ��2�� , 3 � - --.... I r :_._ , --- - - r _. _._ , , � / / �' � / � \ 13�4"x11 ��s�� LVL � 16" O.C . ', ', 2) 13/a x11 �e LVL � 16 O .C. , . ' � ,. „ 3 / ; �� � ,� ,, , 11 /8 TJI 360 � 16 O,C. � � m � / \ � '' , � ' � � � �-+ � 8 � j ; � /% / , O , W J � � � � '� � E , ,� LL \' ,�, 4x1 � / I � g o � j 55.01 � .� I ' I \ ' 3 n� i . . . � � / I .. �� , 3 ; __ ._..... _ . _ _. _ .. .__ _ . _ o � � � 11 o W � � , � �', / � � �� � a I� � T.O. PLY � T.O, PLY � � o � ', I ' 3 r- N � `'� � �.'� � ;� C2 � � ',, � ' � � 100'-0" c�, 1 �0'- 0" � � i �� � "�.. � .. _,�.. -'--- - .. . .. ., .- . . . .. � .._. . , . _. ... J �._ . 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B __... _... _. __.. - -- -- ,_... _ _.. . . ._.. . . - - - - - I�,-, .. _ 9 _ _ _ __ _ _ _ _ _ _ ___ � ` __ _ _ _ _ _ _ _ _ 8 ISSIiED FOR: L - - - - - - - - - p - - - q � J T.O. STONE --- - - -E ' W8xh0 / � No. DATE COMM�NT � � 55. 11 S5. 11 i � 99 ' - 6" S5. 11 r , � � - - - - - - - N a er�7ir� FINAL DRD 8ET a inaima �ir�a� a� �v � \ � 3I4"x9 ��2„ RIPPED LVL � 16 " O .C . ,� � ' X _ _. _ � , c eni� civi� ieeusc I � �3 � - - - - - - - - -J / a enima ��itser ,� � r' e imno,r� Fiw� cp G ..., � W8x10 � � � " � HSS8x4x � 1 � N W HEADER N RE: SCHEDULE FOR SIZE I I I /4 I ' � TRIMMER STUDS + KING(S) � HEADER � Z - POST SCHEDULE L ._.,. �. ._. �. .�. ._.., ',:. . � J � Y � N RE: SCHEDULE S�� � �, OPENING WIDTH y r MARK SIZE I�ARK SIZE TOP OF POST RE. ARCH �j (2) 2x6 DF#2 �7 �4� � 3�4°X5 ��2� LVL Q WALL HEADER AND JAMB SCHEDULE `` � O (3) 2x6 DF#2 O �5� 13�4"X5 �/2" LVL I I � MARK HEADER MARK HEADER � O (4) 2x6 DF�2 O 5 �/2"x7" LVL A (3) 2x6 DF#2 0 B (3) 2x8 DF#2 P �4 (5) 2x6 DF�2 � p HSS 4x4x �/4 THRU F�OOR UES 29 ' -0" 17' - 0" 18' - 6" 12' -0" � (3) 2x10 DF#2 Q O (2) 13/4"X5 �/2" LVL � � HSS 5x5x �j4 D (3) 2x12 DF#2 R E (3) 13/4"x5 �/2" LVL S O6 (3) 13/4"X5t/2" LVL 12 HSS 6x6z �/4 Qo5'��'� KEY PLAN B E G H K F (3) 13/4"z7 �/4" LVL HfADER dc JA�IB KEY G (3) 13/4"x9 �/4" LVL 1 . PROVIDE A MINIMUM OF (2 ) STUDS C� EACH BEAM SUPPORT IF NO POST IS DESIGNATED. BOTTOM OF POST H (3) 13/4"xtt �/8" LVL A32 # OF KING STUDS 2 . ALL MULTIPLE STUD POSTS SHALL BE CONNECTED PER A/50 , 05 REQUIRED 3 . WHERE NAILS ARE USED , EACH ADDITIONAL STUD IS NAILED TO J HEADER OF TRIMMER STUDS REMAINDER OF STUD PACK AS SHOWN ABOVE, � 4 . CUTTING AND NOTCHING OF STUCTURAL POST NOT ALLOWED � K REQUIRED 5. BORED HOLES ARE ALLOWED IN STRUCTURAL POSTS WITH THE FOLLOWING LIMITATIONS � ' ^ 6 . 1 HOLE DIAMETER S 25� x POST WIDTH � DRILLED FACE , � MAI N FL00 R FRAM I N G P LJ"1N � EXAMPLE: 6 . 2 CLEARANCE FROM EDGE OF HOLE TO EDGE OF POST > 1 ". � � 1 /4" = 1 ' - 0 " M A32 = (2) 2x6 DF#2 HEADER 6 . 3 CLEAR DISTANCE BETWEEN IN - LINE HOLES > 2x DIAMETER OF LARGEST HOLE. W/ (3) T R I M M E R S 6 . 4 O N E H O L E M A X A C R O S S P O S T ( M U L T I P L E H O L E S A L O N G P O S T O K A Y I F T H A Y � FLOOR FRAI� ING PLAN NOTES: N AND (2) KINGS MEET THE REST OF THE REQUIREMENTS LISTED ABOVE) . M q � N F L O O R 0 1 . FLOOR DESIGN LOADS ; NO DEFAULT HEADERS/JAI�BS B POST SCHEDULE FRAMING PLAN DL = 44 PSF ( 1 �/2" CONC TOPPING) o LL = 40 PSF a . ALL EXTERIOR HEADERS NOT LABELED ON PLANS SHALL BE ( 3) 2x6 S2 � � NO SCALE LL DEFLECTION < L /600 b , ALL INTERIOR HEADERS NOT LABELED ON PLANS SHALL BE ( 3) 2x6 @ 2x6 WALLS � TL DEFLECTION < L /360 & ( 2) 2x6 @ 2x4 WALLS � 2 , FLOOR SHEATHING TO BE 3 /4 " APA RATED SHEATHING . c . ALL DEFAULT HEADERS & JAMBS SHALL HAVE 1 TRIMMER WITH KING STUDS PER 3 . ALL FLOOR JOISTS TO BE 11 -7 /8 ° TJI 210 @ 16 " O , C , UNLESS NOTED OTHERWISE , " TIMBER" NOTES ON S0 , 01 N 4 . MINIMUM WINDOW HEADER AT EXTERIOR WALL = ( 3 ) 2x6 UNLESS NOTED OTHERWISE . 2, BUILD OUT HEADERS TO A TQTAL WIDTH OF 3 1 /2 " OR 5 1 /2 " BY ADDING PLYWOOD PROJECT No. DATE N SPACERS BETWEEN INDIVIDUAL MEMBERS . Z 3. FOR WALLS GREATER THAN 5 1 /2" IN WIDTH, BOX HEADERS SHALL BE USED. FOR OSOSS 09/09/2005 � TOP & BOTTO�I PLATE OF BOX , USE 2x WALL WIDTH. DRAWN BY CHECKED BY s 4. ALL TR11�I�ERS & KINGS SHALL BE DF #2 WITH WIDTH TO MATCH WALL. `� 5. WHERE HEADERS ARE NOTED " COMPOSITE" , GLUE AND NAIL EACH PLY , BM RBR 6. 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" , �. �` n � � o I � � 3 c,• . . . � . � „ � , . , . , , . . . , , , . . . . . . . : . . . . , , : , ;, � �. . N � , , � ; ' .`� : : . : . . . . . . . . . . : . � . : . . . . , . . , . . . . . . . . . . . . . . . . . . , N I � K � ss � �� o• � �J�, � , . \ / � � L , . . � . I , ,-�--- \. . . . . . . . . . . . . . . . . . . . . . . . , . . . . . _ �, � � � ^� �� �� � , �% 8,� � � O ; ; �, � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . y � ' ^ , � 55.21 �\°` c�� `� i� > , . � � � / ?p � ..� . . , . . . . � � . . . . . . , , . . . ' � ; 1, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I i ; ; � � / --.._ �i, 8, � �,;; . . . . . . . , . ' I , . , . , . . . , . , . , � 1 0 � � . , . , � � , 1 2 ; � o � � , . . . . : : : : : : . . . : � : : : : : � . : : : . . . . , ; �, � � �� � ° ��� � � , � ' . � / , � � � V � X . . . . . I . • � 1 LVL 1 � -� - � - � ' o . . I . .. . 3 �. . . . . : . . . . . . . : . : . . . . . ' .� - S5.21 � � � 3�4� � ��8� _ _ _ __ - _ _ �2� � 3�4� x 1 ��8� �� ,�I . 1 - � � X � � . . . . ' ` � _ " � � 2 x LVL . . ;. �.. ; .. -.`� � ; ' _ d t ,. �. , , � N , I , " ' � . . . . . . . . . ; � ,. ' \ �, . ' I I - �� . ... ' ; '. ; -, . , . y � � � _ -� , W W i . . , . W1 - B5 1. . , . . ' 55.22 . , . � i ; ! ' _ _ _ _ _ _ _ _ _ - _ _ _ - - - - - - - , j _ i .. ; � ` � ' i ; ' � . .. , . - f _ , , , , ; .. s � 1 � , _ SCIS R TRUS � O.C . m ; . � , , , � : ,�j I � J �� � I , ... . . . , _ ' -" ' _ _ ""_ ' _ _--__._ . . _._ - " '.. . . . ...._ _ .._. . � ! � > . _ -_ ."' -' '_ .. ... . � � � -- W , .r _ . �2) x , o _ ' ��' °°F _ � _ 8�'� °�p .,. .._. . . l:T .. u . . 7" ll 1�: . � �I.I�_.�. ... ._ �. � ; ' - � . . .. . .. ' I , v��x 0� � R � � � - .... _ . _ .... - --__ . . . _ _ , ._. .I_. . _ , ; - . � �� . .. ... . , � , _ _ , . . . . ._ . 1. _. 1_ ... N i � � . � � V. A1 1 A1 1 , . . . ' . . , ' . ' . ' , ' . ' . ' ' � / � ,��, Q, . � I i i S5.22 x � _ � ��, � , . ' `. . . , . . , , `� \ � � � �' � ., �• �� i . . , i' �`�o _ N Q,�,�' � ' �, ; , • � �. • . . .� � • • '� � . � � ., � � , . ' . , M1 ' ., � - .. I ' a \ 8X2 I I V ,.,, . I N �� -- - -- -- � ✓ . , . . \ ,� � . � � � '.\\ 0 � ' � J • . . . . 3 � �. N , co I L .�,. I 0 � � � I i i ', _ i ^ • � T, � ,.,, � ! h r � . i � . . , � �'1 � � ♦ -.� - - ^ . � � , . � � _� - � _ � � - I� � � � � � . . I 11 � , ., � , I � _ � , s J � � � � A 3 � _ I N � . � �G � "'� � '`' r ` � N i� , . . { �, \ . \ ` ` \ ,� / � � • � , �. i � ��'. a m � ^:,. , ,, , . i eo � . � � . . . ✓ , , `„ � � � , � � ' ... a � � . : SI ^ . . . . . � � � � � ; !, S5.22 ~ . K - - - - - - - - - - - - - - - w r- . -. . = '- � . , ENTRY ROOF ABOVE � , 11f � I \ J � � \ ��'� i V A I 0... �... .. I Jd�LL I � x � �� I y^ Y ` � � � � _._. . " I � i ; , \ ' / RE: 2/S2.21 � , �;; , , � ' � '� � � STEP TOP CHORD S5.21 LOW � �. '' � �.M- w .,� � ..; � � � ,� ` .' ' ,,�' W L� �, i 8: 12 _ - 8, 12 r 2 2x 10 � � . \/' ' V +..+ I I � � ,.. : -- -- , .. . . , ; � `'' ' W � O , . ', i � LADDER RAFTERS � � � ' , . . � � �,J 8. 12 8, 12 J J � � . � I � • ......... , I ..... � .. �� >>�4 � '' t I I �� RAFTERS (� 24" O.C, �i� �:�� i \'�„ � -J� � J � , � ` ` \ ,... � P. E.T. � 24 O.C. i W � ' ' � - e �� �1� K � � PRE- ENGINEERED TRUSSES � ` -1, ', � � � ' � 11 - � +� � � i ^ � ; ' �- ' "�' ' ° � . , ' ' �- `� ' : ' , r�' � s5.zz � � 2a o ,c, , , , � o W \ I X ° � 3 �:.._ _. �. I � � � �... •- I 3 � S 5. 7k � , ��n I o � CL ' � j ° S5.2t �` � ' N � W10x22I - . __ _ _ _ _ m I N L I I I -- - - ^ - ` . . . ... I . . . . .. _� ,� I� i r L. ,. , � - 55.22 - _ _ --- -- - .� _ 8. 1 k 1 I I I W10x26 RIDGE BEA�M I . I _ _ � _ 3 ! �'• • ° + . � 6 . 8 - - - . . 5 - --- --�_��-- --------�-- . _ _ .. . .---- _ - - -- - - -- - -. --- - ---. - . � .__ _ _ _ _ . . _ __ � � � �- - .. . . � ����� �FW� _� �- . - - - - -- - _ _ � �__ : . --=--_- . _�- � SQ, � � K I :�� - , �� , 1 � 2 PARTIAL PLAN � ENTRY OOF °° ,, -- -._ .. --- _ . . _. . - -- -- _ - - -- --- --_ _ - ---. -.------- -------- -- --- _ .- -- ---- � - - - - - - - - - - - - - - - - - - - - - - - - . _ � M 3 2x8 �ABOVE TRIANGLE WINDOWS) ¢ G2 :, � L �J, S5.22 , ,:::: _-:_--_ _ . � ' \ S2 . 21 1 /4„ = 1 ' -0 " � N S5.22 �3� 11 /8 LVL (BETWEEN WINDOWS) M � , `� 55.22 >> � � , ;/! � � S5.21 i �� pF" SIM ^ ��� �/ _.�:: ;- =:-. _.. �j � � � � i � + ° f - - ... 2 2x1 I �- - � � � � j � �� � o � �� � � - �. , �;� „ .. ' � , N � „ _ � , � 12 i I G11 G1 G1 � 7 � f i I ..- ----- , �_ � ^. - � . ; � �2) 1 /$ x 11 /8 LVL - -.. :--- . .�� � g _ _ W.... __ . ��.._ ... ..._ ._ _ _ .. . .._. . _. ._ - _. ._ ._� . . �:__ . .. _ ._.._. .__ __ .__ x ..� . ... . _. ..._._... .._ ... .. _ _ _ _ _ _ 8 . - - - - - - ... ISSUED FOR• ..- ---- --- -- - _ . .- __... ----- ; ` � : ^ � � ' � - - - - - - - - - - - - - ` -' � �' ,e� � i � � � �, � �o No. DATE GOMMENT � W1 E8 ' i ' Q �^ , ' . , ,� .,.,,, ' / `� A 6/27/06 FINAL DRD 8ET ' - - - - - - - D �/14/m5 FINAL PRd REV LADDER B W - \ '', � , g , � � x i 55.21 i = � ! i ! vi c en� civi� iseuec ', � g. � 2 g: � 2 �M , � i I � � HEADER N RE: SCHEDULE FOR SIZE I ; ° N � , I - - - - - - - tAD ER � � TRIMMER STUDS + KING(S) � HEADER p �i� ��it aet x `� k � � Y � N RE; SCHEDULE � 10��� F�� GD i � � (2) 1 �/$"z 11 ��a�� LVL'� . _ _ _ g ;L; BENT HSS 10z6x3/8 (FLUSH) �- - i �,21 � OPtNING WIDTH r--.. �� 8zt2 (DROPPED) , T RE: ARCH �T � � � ----- ------ ----- - - --��- _...._ _. ----- - T - - -- -- -------- - --�- _. - ._ _ - _ _ _ ._ . _ _ . _ _.. _ _ _ _. �- - -.. �.._ � WALL HEAD�R AND JAMB SCHEDULE POST SCHEDULE � M L TOP OF POST S5.22 55.22 MARK HEADER ►�IARK HEADER �K SIZE I�IARK SIZE I OA (3) 2x6 DF#2 0 O1 (2) 2x6 DF#2 �7 �4� � 3I4��X5 ��2�� LVL �Q I I I B (3) 2x8 DF#2 P O (3) 2z6 DF#2 Og (5) 13/4"X5 �/2" LVL Q � I OC (3) 2x10 DF#2 Q O (3) 2x12 DF#2 O O (4) 2x6 DF#2 O 5 �/2°x7" LVL �E (3) i3�4"x5 �/2" LVL Q O (5) 2x6 DF#2 � p HSS 4x4x �/4 T�RU F�OOR UES 29 ' -0" 17' - 0" 18 '- 6" 12 ' -0" O (3) 13/4"x7 �/4" LVL HEADER dc JAMB KEY �G (3) 13/4"x9 �/4" LVL O5 (2) 13/4"X5 �/z" LVL � 1 HSS 5x5x �/4 B E G H 3 �� 7 � A32 # OF KING STUDS c0-�`' KEY PLAN K H� (3) 1 /4 x11 /8 LVL REQUIRED �6 (3) 13/4 X5 �/2 LVL � 2 HSS 6x6x �/4 QoS� O HEADER OK REQUIREDMMIER STUDS 1 . PROVIDE A MINIMUM OF (2 ) STUDS � EACH BEAM SUPPORT IF NO POST IS DESIGNATED . BOTfOM OF POST � R 00 F FRAM I N G P L_l�1N OO EXAMPLE: 2 . ALL MULTIPLE STUD POSTS SHALL BE CONNECTED PER A/S0.05 O A32 = (2) 2x6 DF#2 HEADER 3 . WHERE NAILS ARE USED , EACH ADDITIONAL STUD IS NAILED TO Z 52 , 2 � 1 /4" = 1 ' -0 " W/ (3) TRIMMERS REMAINDER OF STUD PACK AS SHOWN ABOVE , � N AND (2) KINGS 4 , CUTTING AND NOTCHING OF STUCTURAL POST NOT ALLOWED ° ROOF FRA�IING PLAN NOTES: 5 . BORED HOLES ARE ALLOWED IN STRUCTURAL POSTS WITH THE FOLLOWING LIMITATIONS � 1 . ROOF DES I GN LOADS: NOTES: 6 , 1 HOLE DIAMETER S 25� x POST WIDTH � DRILLED FACE. � 1 , DEFAULT HEADERS/JAMBS 6 . 2 CLEARANCE FROM EDGE OF HOLE TO EDGE OF POST > 1 ". a . ALL EXTERIOR HEADERS NOT LABELED ON PLANS SHALL BE ( 3) 2x6 6 . 3 CLEAR DISTANCE BETWEEN IN - LINE HOLES > 2x DIAMETER OF LARGEST HOLE. � LL = 80 PSF N < L /360 b . ALL INTERIOR HEADERS NOT LABELED ON PLANS SHALL BE ( 3) 2x6 @ 2x6 WALLS 6 . 4 ONE HO E R ST 0 F�HE R�QUIREMENIT LELIST�EDSABOVE) POST OKAY IF THAY R04F FRAMI NC' ; TL DEFLECTION < L /240 & ( 2 ) 2x6 @ 2z4 WALLS 0 3 . A�LLFRAFTERSITO BE B1 -7 /8 " TJI 210E@ 24EAT�HCNGUNLESS NOTED OTHERWISE . c 'ATIMBERAUNOTESAONRSO&01AI� BS SHALL HAVE InTRIMMER WITH KING STUDS PER g POST SCHEDULE PLl1N ¢ 2. BUILD OUT HEADERS TO A TOTAL WIDTH OF 3 1 /2 OR 5 1 /2 BY ADDING PLYWOOD � 0 4 . ALL TIMBER BEAMS TO BE DF # 1 UNLESS NOTED OTHERWISE . SPACERS BETWEEN 1ND ] VIDUAL MEMBERS. S5, 21 NO SCALE 0 5 . ALL RAKES ARE LADDER FRAMED PER X /S5 . 21 . � 6 . MINIMUM WINDOW HEADER AT EXTERIOR WALL = ( 3 ) 2x6 ALL UNLESS NOTED OTHERWISE . 3. FOR WALLS GREATER THAN 5 1 /2" IN WIDTH, BOX HEADEQS SHALL BE USED. FOR 7 . TRUSS FRAMING PLAN CALLOUT ABBREVIATIONS : TOP & BOTTOM PLATE OF BOX , USE 2x WALL WIDTH. N P. E . T . = PRE -ENGINEERED TRUSS 4 , ALL TRIMMERS & KINGS SHALL BE DF #2 WITH WIDTH TO MATCH WALL . N G . T . = GIRDER TRUSS 5, WHERE HEADERS ARE NOTED COMPOSITE , GLUE AND NAIL EACH PLY . PRO�ECr No, DATE a 8 . S . B . = STRUCTURAL BRACKET 6. WHERE HEADER OVAL IS ENCLOSED IN A BOX , LVL KING & TRIMMER STUDS SHALL BE 05058 09/09/2005 Z 9 . A . B . = ARCHITECTURAL BEAM OR BRACKET USED, = 10. TYP I CAL LADDER FRAM I NG : 2X 10 @ 24 " 0. C . A H EAD E R S C H E D U LE DRAWN BY CHECKED BY N BM RBR ,� S5 .2 � NO SCALE o SHEET No, � 0 z 2 . 21 m ° SCALE� AS N� TED 2x STUD WALL � � O O 2x STUD WALL 2x8 TREATED � FLUSH U O � � 2x WALL BEYOND 2x6 TREATED fC ,. Z W e� � TO I. F. CONC W/ �/z"4 A. B. p� � � W� t� ^� A g 2x STUD WALL � RE: PLAN � 48 O ,C . MAX �„_ � � CONC WALL � EA � 48'Z O,C , MAX APA- RATED FLR Z END OF OPNG N �2� �5 TREATED 2x6 i� W/ 2 SHEATHiNG � ' p ^ h REINF W/ (2) #4z n �/2 "� ,ANCHOR BOLTS ( ) #5x CONT TOP W V � � � OR x r „ � 48 O.C, MAX � � FLR JOIST N RE; PLAN Z � n T•�•W� #4 DOWELS x3 -0 � 12 O, C. CONC SLAB-ON -GRADE T.O, PLYWOOD N � Z M � N N 3/4 CLR RE; p�A • (� CONC DRIVE SLAB T. O.W. CONC SOG T,O.W. T.O.W. � Z N a+ � CC � �y r 1 W W II RE; PLAN � • RE: PLAN • x x x x RE; PLAN . . SIMPSON TOP FLANGE v C. -S � � Z Z 8" CONCnWALL W/ ao x x x x r x x x x x x x x x Q HANGER IUT211 � 6 � 12� O.C . VERT I .F. ° O W � Z �5 � 16 O.C. HORIZ I. F. oC a � � � Z . I I � c� � p W W Q � � °' # = I I (2} #5 � TOP EXTENDED 5� Ep EQ iy � `Q N N 5x -� N DOWELS � VERTS � °O � � j 6" �pAST OPNG EA END CONC FDN WALL W M Z Z DRAINAGE FABRIC + PERIMETER N ALT LEG DIRECTION �- W EQ EQ ^ F" DRAIN � ALL FLOORS BELOW I I �� �� 3 �� 5 � 24" O.C , VE T � -' 'a J 8 CONC WALL 8 CONC WALL W/ 8 CONC WALL W/ „ 2 � c� � Q a '� a GRADE ^ � 5 � 16 O,C. HORIZ ... (� Q ('f CONC SLAB-ON-GRADE �5 � 24 O.C. VERT #5 � 24 O.C. VERT 2 5 � TOP V cn � V 5 � 16 " O.C. HORIZ 5 � 16" O.C . HORIZ � � � , � # a � Q � N � aG C T.O.C , _ . EQ EQ N a J N = � � _ � ~ � DOWELS � VERTS W W J W ° ° �5x • DOWELS � VERTS ° #5x g" DOWELS � VERTS o #5x � `" C� V RE: PIAN � x x x x x x � � N A L� L E G D I R E C T I O N � N A L T L E G D I R E C T I O N � N ALT LEGS Z � a � mWm B.O .W. � J � g ,p.W, B Q W CONT FTG W/ (2) #5 B � W CONT FOOTING W� (2) CONT FTG W/ (2} #5 0 � � ^ RE: PIAN O O O °p RE: PLAN � RE: PLAN RE: PLAN #5x CONT N TY B.O.W. � RE: PLAN � � c+� � °� M O o Oo o°po p o o � o � o c� o � r- � � I o �� � o � — * #5NTCONTTINGnW� (2) ! ;y, ,_ � ;.,-, .r � "' -r � K' � �i � N � ^ ° . � � O ° I � � � � .► .. . � m � v N � RE. PLAN = RE: PLAN P,E: PLAN RE: PLAN RE: PLAN � � � M = � � � . 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T,O.W, (2 5 RE: PLAN #3x � TIES � 12 ° O.C. �`�'`-� , :.. .. „� �,� , ,'� m::.�� •� ° ,�'�. . ; ,: x x x x x • x x x x RE; PLAN • x x x x RE; PLAN � � � L J I ��..• �, "`� � . .. � �u ��.� :; T.O.W. ° o ��; : � `_ 0 13� � . ; �, - � �,, ;.. RE: FND PLAN ° 8 CONC WALL W� ^� '1 ' o „ SQUARE PEDESTAL N RE; PLAN J :, ,�� � � 5 t� 24" O.C. VERT FQR SIZE ,�, :r � 7' Y � � , � . . ��; 5 � 16" O.C . HORIZ 5 VERTS C� CORNERS ��"�i''• ,:�'��-.�� Y � � „ �''.,C.;•••............. .:.; STONE VENEER ANGLE . 4 � RE: Z & #5 � 12 O.C . MAX ` ' �,�;° `:;:,":�,.f�:y�� ^' ',y . �",y� \ �n "'�C, . „„'.... r...Y.l EQ EQ 5n „ Z FLR FINISH N RE: ARCH � �"�� ,,� � , _ � „ 8 CONC ,WALL W/ � EQ EQ CONC SOG � VENEER ANGLE PER C/S0.02 #5 (� 24 O.C. VERT z z �5 (� 16 O, C . HORIZ ° � _ _ _ _ � �� T.O.C. � � I T,O ,C . � ° J N RE; PLAN x x x x x x x x RE; PLAN U' � #5x g^ DOWELS � VERTS I -� � DRAINAGE FABRIC & N A L T L E G D I R E C T I O N PERIMETER DRAIN � ALL I o o B.O.W. B .O,W. C�x TCONOTING�W/ (2) B O W FLOORS BELOW GRADE � R O PLAN #5x N L DOWELS � VERTS � B.O.W. # P �- o $ RE: FND PLAN � RE: PLAN � � RE: PLAN o � o � RE: PLAN p,0oo o O � o � � _ � � ° Oo °oo�oO � -� _ � -� �°°�o � r W � � o � � � RE: PLAN � � L RE: PLAN " RE; PLAN RE; PLAN RE : PLAN ;v., O M Z V F G H J K � � FDN C� CRAWL SPACE BASEMENT FDN � THRESHOLD FDN � FLUSH SLAB FDN � HIGH WALL PEDESTAL FDN W W � 55 . � 3�4�� _ 1 ' - 0 �� 55 . � 3�4 �� _ 1 ' - 0" CJS . � 3�4 �� i 1 ' - 0 " 55 . � 3�4�� _ 1 ' - 0" 55 . 0 3�4�� _ 1 ' - 0 " � W > RE: PLAN � � � � � � V uJ m CONC SIAB- ON - GRADE � Q W � J � . x x X X —� . 8" CONC „WALL W� T, O.W. L, � ° W � 5 � 12 O.C. VERT � RE: PIAN � � DRAINAGE FABRIC & PERIMETER E��� 8" CONC WALL W/ E�� �5 � 16 " O. C . HORIZ I I ` � ^ CONC SLAB - ON - GRADE � L DRAIN (� ALL FLOORS BELOW 5 � 12 O,C . VERT GRADE �5 t� 16" O.C. HORIZ T.O.C. � i � � • L � RE: PLAN x x x x x z T. O. LEDGE „ I #5z -J N DOWELS � VERTS �,�, o RE: PLAN � #5 � 16" O. C , HORIZ � N ALT DIR � � � LEG ECTION �l 1 ,� I � � CONC SLAg-ON -GRADE � � Z 6° 6° � �� I I = � nP � 5x J N DOWELS � VERTS ° T,O .C . # ALT LEG DIRECTION � � RE: D/S5, 01 R E; P L F,N � x x x x x X � I � ° � B.O,W. � J � B. 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F. F. E. FLR JOIST N RE: PLAN FFE F. F. E. F. F.E. F.F.E. 0- ;g FLR JOIST N RE: PLAN FLR JOIST � RE: PLAN FLR JOIST � RE: PLAN V N e_v $ Z Z � _ ° �SLOPE - - - O � � � � � T.O. PLYWOOD - - - . ,. . T.O. PLYWOOD .• ,. . .• . , . T. O. PLYWOOD , . . , - - - ., , - - - - - T,O. PLYWOOD , . . , •- ,, - - - - - , , ,. . T.O. PLYWOOD (� p� � _e� u. Z Z . :, •� ., , . , .. � � V p W W RE: PLAN RE: PLAN N RE: PLAN LSL BLOCKING N P'p RE; PLAN 9 �f2" � HOUSE RE: PLAN � � � o+ W W FLR JOIST RE, PLAN 8 � DECK EDGE u.i � N N � _ � m °' a C9 a C9 Z � M n V WEB STIFF N RE: MFR WEB STIFF N RE ; MFR Q a N v - - BLOCKING � 48" O.C . MAX LVL JOISTS W/ °$ Q � � � - . fACE HANGER � RIM . � a W a 2x B R G W A L L 2x B R G W A L L 2x B R G W A L L 2x B R G W A L L 2x B R G W A L L Z W W J W � m W m � d' r W � � � � o .� �, cv ao � � � N ti � 'C O ,� �° � 'o 0 °° � °'. � � � � � � .. .. � � A FLR JOIST � BRG WALL B PARALLEL JOIST � EXT WALL C CANTILEVERED JOIST � BRG WALL D CANTILEVERED JOIST � BRG WALL E STONE DECK C� HOUSE � � N � Z S5 . � 3�4�� _ 1 ' - 0 �� S5 . � 3�4�� _ 1 ' - 0 " S5 , � 3�,}" - 1 ' - 0 " S5 . � 3�4,� _ 1 � - 0 " S5 . � 3�4�� _ 1 ' - 0 " � m X o�i W y � m � � W N W � ° v c� a Z ..� C7 FOR DRAINAGE & FOR DRAINAGE & FOR ADDITIONAL INFORMATION FOR ADDITIONAL INFORMATION FOR ADDITIONAL INFORMATION Z a W WATERPRQOFING WATERPROOFING RE: F/S5. 11 . RE: F/S5. 11 RE: G/S5. 11 N RE: ARCH N RE; ARCH J I-� Z a c� � oo�co -, C� F- W V V� V� CC 6x6 5 . R. POST W/ 6x6 H . R. POST 6x6 H . R. POST SEAL (2) /8"0 BOLTS � 4' ' +1 7 � ..� ' r a,. . '�. . i �'e, POST � W/ 1 /p ,� WASHERS ., , �. . . 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POST I BASEMENT WALL N FOR REINF W � N RE; A/S5.01 � � L � FLUSH JOIST BRG v Z K � � F STONE DECK EDGE H . R . POST G STONE DECK EDGE H . R . POST H WOOJ DECK H . R . POST J WOOD DECK H . R . POST C� EXT BASEMENT WALL W W � S5 . � 3�4�� _ 1 ' - 0 '� CJS . � 3�¢�, _ 1 ' - 0 �� S5 . � 3�4�� _ 1 ' - 0 " S5 . � 3�4„ _ 1 ' - 0 " S5 . � 3�4 �� _ 1 ' - 0 " Q W > � � C� W V FOR DRAINAGE & � � WATERPROOFING N RE: ARCH V uJ m W LI" � 2x STUD WALL CONC TOPPING N FOR � THK N RE: PLAN � � � 2x8 TREATED f� FLUSH � W � TO I , F. CONC W/ �/2"� A. B. APA- RATED FLR SHEATHING 2x STUD WALL � � � 24" O.C . MAX W o 2x6 STUD WALL � � CONC TOPPING N FOR • FLR JOIST N RE: PLAN 2x8 TREATED f� FLUSH � � Z � � THK N RE: PLAN I �'TO I .F. CONC W/ �/2 � A. B. W o c� q � I _ _ � 24 O.C. MAX a m � ° F. F. E. - - - - - � � • - T.O. PLYWOUD . ,, , ; , ,; CONC TOPPING N FOR PAVING � Z X � = L (8) 12d NAILS � BLOCKING I THK N RE: PLAN ^' RE: ARCH � o � � �o L_ ' � � � T�_. O-, PLYWOOD N - - - APA- RATED FLR SHEATHING SIMPSON HANGER LUS210 Z � � � . • • , . � . , , . „ • . , , � I W SIMPSON SHORT NAILS 4 SLAB SLOPE� � Z . �• •. . ,. , , , , , ; :, ; , :, •,, , . ; � , • � . � APA- RATED FLR SHEATHING � � • • •• ' � � RE : PLAN I _ FLR JOIST � RE: PLAN � I - , - „-, .• • • • � • , • � , , � , �, ,: � c • , , �, . �, �o �r � • • x x x z z x x • " x x � - - � � I � I � SIMPSON TOP FLANGE � � 11 �/e" JOISTS N HANGER `�' I 2x LEDGER N CONN TO WALL HANGER L6212 PER S/S5. 11 � FULL DEPTH BLOCKING I W/ (2) ROWS OF 5/ "� x6 " W.A. � � 24� � � � 16 O .C , STAGGEF�ED . �� I • 8 CONC WALL � BAND JOIST N CONN TO FDN N , I I N RE: S5.01 I ��D DATE coh1MENT BASEMENT WALL N FOR REINF RE: V/S5 . 11 5/8 � x6 W.A. � 24 O. C. RE. S5.01 FLR JOIST N RE ; PLAN W10 BEAM I � I � CRAWL SPACE BASEMENT A b�7 i� F I N,4 L D R d 6 E T BASEMENT WALL N FOR REINF I B A S E M E N T W A L L N F O R R E I N F I 8 " C O N C W A L L � � G �ne�v� civ�i� tseue� v N RE: S5.01 N RE: 55.01 N RE: 55. 01 p 9!1/m5 PERMIT 8ET 8 IP`/16/06 FINA:. CP FLUSH PARALLEL JOIST FLUSH JOIST BRG L � E ?cT BASEMENT WALL M JOIST BRG C� HIGH WALL N � EXT BASEMENT WALL P COI.� RTYARD � CRAWL SPACE Q FLOOR JOISTS C�? COURTYARD S5 . 1 3�4„ _ , � - o �� S5 . 1 3�q.,, - , � - o �� S5 . 1 3�4„ _ , � - o „ S5 . 1 3�4„ _ , � - o ° S5 . 1 3�4„ _ , � - o „ 2x6 f� N CONN TO STEEL BEAM W/ (2) ROWS 0. 177 "� DRIVE PINS � 24" O.C , N � MUST BE FLUSH W/ EDGE OF FLANGE � HANGER CONC TOPPING N FOR TNKCNTREPIPG�N FOR EMBED � 5/a fi"x6"xi ' -0" W 2x6 STUD WALL THK N RE; PLAN W/CE TER4 � ON BEAM fC5/16"x3 �/2"x0' -8" KEY PLAN � APA-RATED FLR SHEATHING APA- RATED FLR SHEATHING � ° ° 2x LEDGER N CONN TO WALL F. F.E. FLR JOIST N RE: PLAN F. F. E. FLR JOIST N RE; PLAN N W10 BEAM � Z W/ (2) ROWS OF 5/ "0x6" W,A. - - - - - - - - - - - - - - - - �� - - - - - - - - - - - - - - - - - T. O.C. T.O. S. � � c� 16" O.C , STAGGEF�ED T.O. PLYWOOD , , , , . , . ,. . � . , , . . ,, . . ^ , ; , . , . . , , , , , ,, . , T. O. PLYWOOD ; . , , . ,, . ., . � . . . ,, , , - - - - - RE: PLAN RE: PLAN ° F. F. E. T 0 PLY h , , , z � - - - - - - - - - - - RE: PLAN RE: PLAN � I � z � I , . ., � • •. . . • • , • • . • ,. • • .. , h • -.. • .• SIMPSON TOP FLANGE HANGER SIMRE� SCHEDGER � L_ N RE; SCHED g � o = _ • , �, , , . • • , . . • . .; • ,, .. .. � � � 11 �/e" JOISTS 8" FOUNDATION WALL co � ' � �'.. ;, . , •. . � • « , . �' w ' :� � ; 4.i - - - - - � � - STEEL BEAM WOOD BEAM T.O. PLY o N RE; PLAN � RE: PLAN � � 2x6 STUDS o „ �/e" �oisrs � 16 " o.�. FLOOR DETAILS � � ° 8" CONC WALL CONNECTOR SCHEDULE CONNECTOR SCHEDULE ¢ WiQ BEAM N RE: B/S5.01 STEEL BEAM 0 o RAFTER HANGER COMMENTS JOIST HANGER COI�I�ENTS N RE: PLAN � L3x3x �/4xCONT W/ 11 �/8" TJI/210 ITT2 , 1 / 11 .88 11 �/8" TJI/210 ITT2. 1 / 11 .88 3/n4"0 W.A. W �� 4 PENEfRA ION � 12 O.C . BASEMENT 11 �/$" TJI/360 ITf3511 .88 11 �/8" TJI/360 ITf3511 .88 PR� JECT No � DATE N N CRAWL SPACE 11 �/8" TJI/560 ITT411 , 88 11 �/8" TJI/560 tTT411 . 88 05058 09/09/2005 � 11 ��g° LVL ITT11 . 88 11 ��g" LVL ITT11 .88 DRAWN BY CHECKED BY � (2) 11 �/e" LVL ITT411 ,88 (2) 11 �/8" LVL ITT411 . 88 BM RBR o R FLOOR JOISTS C� COURTYARD S FLR C� FLUSH STEEL BEAM T FLR � FLUSH WOOD BEAM U FLOOR STEP V STEEL BEAM FDN WALL SHEET No, ° S5 . 1 3�4 ., _ , � - o �� S5 . 1 3�4„ _ , � - o �� S5 . 1 3�4 ,. _ , � - o ° S5 . 1 3�4„ _ , � - o �� S5 . 1 3�4 „ _ , � - o ., z 5 . 11 m 0 � AL � AS N�TED 2x10 LADDER FRAMING CO OD . O O Vo � � ZW � � RE: ARCH � i- C� O� RE: ARCH RE; ARCH ATfIC TRUSS Z � � - RIDGE BEAM FULL TRUSS � � � ^ � W V � v� o� " � 2 � 2 � RE: PLAN EXT STONE & �--� Z o M `� � RE: ARCH x BOUNDARY NAIL BOUNDARY NAIL k x � 2 �4 FRAM NG D D E R � � g g NON - STRUCT Q Z HSS4x4z � FRAME B A C K U P W A L L Z o`�+ � N N x ., 8 V � � $ W W � o- $ E z z x 11 �/8 TJI RAFTERS 2x � � ROOF SHEATHING " A , � / \ � � � � � � � Z Z - - x NAIL RAFTER T IL TO , i � � 2x6 BRG WALL (� � � p W W k TJI WEB W/ (2)� ROWS OF � � / � � TyP � � o� � 2 k 12d NAILS � 8 O.C. � � i � � � � � W � N N $ � T.O. �. T.0. 1� � =, � � � � � F- � J 2 Z FULL HEIGHT BLOCKING , „ i � � � Q _.1 e( R E; A R C H � � � -p �' � 2 x 1 0 L A D D E R � = e� o� a T.0. 1� N ttP � � � 3 16 2- 12 (2) W8x18 ROLLED Z V y V �'i Q C7 FULL HT BLOCKING FULL HT BLOCKING i FRAMING � N C O N N E C T W/ p� M - V SIMPSON VPA OR BEVEL CUT SIMPSON H2 .5 � EA L SIMPSON H2.5 � EA 3 16 2 - 12 f� �/4x6 � 48" MAX Q � N � Q � � 0 T O P f� P L U S S I M P S O N H 2.5 T R U S S N T Y P � SIMPSON H3 ANCHOR T R U S S N T Y P I ( � _ � C> > � EA RAFTER 2x10 SUBFACIA V a W a F R A M I N G C L I P W H E R E R E Q'D � � fC �/4x1 ' - 11 "x CONT W W J W CONT SUBFASCIA N RE: CONN FRAMING ABOVE � � I (ROLLED) � m W m ON STRUCTURAL WALL SCHEDULE I I 2x6 CHEEK WALLS � I B.O, STONE T.O. DOOR N !' r 2x10 RAFTER � � I I I VARIES W O TAIL STURE: WPLAN& SHEATHING � I I VARIES - - - - I I M � °� t�t�! O n STEEL ARCH � I � 2 � 3 � 6 BEARING DUR-O-WAL 12 GA D/A 401 �� � ^ � � CONC FDN WALL � � 16" O.C. , MAX EA WAY N WELD � � � N �'` I I TO STEEL SCREW TO PLYWOOD � ' - o � T. O.W. ' � � n O O � 2x6 WALL BEYOND m ' �' � � � � � � � 3/8X5°xo- s" w/ � � � � .. .. 3/4"0x5° W.A. V � � . A TYP RAFTER � WALL B ROOF TRUSS BRG C ROOF TRUSS C9� CONC WALL D FRAME � DORMER E STEEL ARCH � GARAGE DOOR � � N � a 55 , 2 3�4�� _ 1 ' - 0 " 5 5 . 2 3�4.� _ 1 ' - 0 ° 5 5 . 2 3�4 �� _ � ' - 0 " 5 5 . 2 3�4,� _ 1 ' - 0 " 5 5 . 2 3�4.. _ 1 ' - 0 " � � c � �Z V� N � � o �s W � �. v V = FOR TYPICAL INFO FOR TYPICAL INFO FOR TYPICAL INFO FOR 1YPICAL INFO Z Q Z RE: B/S5.21 RE: B/S5 .21 RE: B/S5, 21 RE: B/S5, 21 z OC W . � . a UZ � � � � o RE : ARCH RE; ARCH � RE; ARCH RE; ARCH RE; ARCH - V � W C) c� v� GC RE: ARCH RE: ARCH RE; ARCH RE: ARCH 12 $ � 12 ,..a`��a�° `����;�,� 7, 5 � 2z10 LADDER '�%`'.. �. .. ' : . '`* 12 � 2 FRAMING '�� � � ' � • � �;.. . ,,. :'='^, '; ,, ,_ , - � $ � $ � �r '���� � ,���'r � � `a �Y�+ •��� � � ��. �, ... ( 1� : .: ✓� ��� �� � �� �.��. '••... .e••': "�r5+ `4 1 L � L � L �` .� ")`5��;`l;f+���• ��� T.O.� T,O. I� �> ,., _ °._ . ,�.. 4 � 4 �- 4 �- 111 '-0 ° 12 FULL HT BLOCKING � 2 � � � -� GIRDER TRUSS 4 �- 4 �- T, O. � � 109 ' - 6" T.0. 1� 6 �T.O.� T, O, fC >, 109' - 6" RE: ARCH � 2 109 6" 109 ' -6 " � Q JACK TRUSS SIMPSON H3 � N TYP W � � V � L 0 0 Z � � , F CARAGE ROOF TRUSS C� PITCH BREAK G OFFICE ROOF TRUSS � PITCH BREAK H MASTER BATH TRUSS � PITCH BREAK J GABLE TRUSS � STAIR TOWER EDGE K PITCH BREAK � LIVING W W � 55 . 2 3�4�. _ 1 ' - 0 " 55 . 2 3�4�� _ 1 ' - 0 �� 55 . 2 3�4�, _ � ' - 0 " 55 . 2 3�¢�, _ 1 ' - 0" 55 . 2 3�4 �� _ 1 ' - 0 " � W > � � C/� RE; ARCH 1�..1 � 2x10 LADDER FRAMING � � RE: ARCH RE: ARCN � � TOP f� CUT TO BEAM WIDTH V �+ � RE: ARCH W10x ROOF BEAM W � J SIMPSON CONNETOR WITH 2r PLATE N RE; SCHED DEPTH = 10 �j8 � S � 2 WIDTH =53/4 � � V g � TJI RAFTERS N RE: PLAN '�"� ' ? I i■i�l � 8 ' SCISSOR TRUSS I = � J � DORMER � � � • - L � 2 � 2 � � 4 �- 4f- M � ' I 2x6 CRIPPLE WALL BLOCK BEAM TIGHT M � RE: PLAN EACH FACE � SLOPED WINDOW HEADER CONNECTOR SCHEDULE T.O. f� T, O.f� BEYOND 109 ' -6 " 109 ' - 6" RAFTER SIMPSON WINGER COMI�ENTS GIRDER TRUSS 11 �/8 TJI 210 ITT2 . 1 / 11 , 88 SSN 10 NAILS � f� WITH BLOCKOUT FOR W10 IssuED foie: STUD WALL 117/$ TJI 360 ITf3.5/ 11 ,88 SSN10 NAILS � f� No. DAtE GoMMENt PIER BEYOND 11 �/$ TJI 560 ITT4/ 11 .88 SSN10 NAILS � f� A ba7� Fn�a� �a e�r ( 1 ) 13/4x 11 �/8 LVL MIT11 .88 SSN 10 NAILS � f� e �n4i�a �ir� c+�s �v (2) 13/4x11 �/8 LVL NWU3.56/ 11 . 88 SSN10 NAILS � I� c eiv�s civi� ieeue� D 9/1/mb PEI�"IIT SEt E 1m/18/mb FMAL GD FLU S H RAFTE � � L DINING TRUSS C� PIT� H BREAK M LADDER FRAMING � DORMER N LOW ROOF C� ENTRY P � STEEL RIDGE BEA. M Q W10 BEARING @ GIRDER TRIJSS 55 . 2 3�4�� _ 1 ' - 0 ° 55 . 2 3�4�, _ � ' - 0 " 55 . 2 3�,¢ �� - � ' - 0 " 55 . 2 3�4�� _ 1 ' - 0" 55 . 2 3�4 �� _ 1 ' - 0 �� BEVEL-CUT TOP � SIMPSON CONNECTOR N RE; SCHED 12 . . . . VARIES � � � 2x RAFTERS N RE: PLAN KEY PLAN 11 �/$ �LVL � 2 x6 STUD WALL , . . , VALLtY BEAM � 8 5� ,� � ^ �-s �� W��a �4)4 3��s� x4DSCREWS „ 4 � � �` � WOOD BEAM N RE: PLAN '�° 0 w � CONNECTOR SCHEDULE ��� o RAFTER SI�IPSON HANGER COMI�ENTS a 11 �/8 TJI 210 Iff2 , 1 / 11 ,88 SSN 10 NAILS � {C I� � x7 WITH R OF DETAILS ° 11 � TJI 360 Iff3. 5 11 ,88 SSN 10 NAILS � f� (4��/4"� BOLTS 11 �/ "JTl JOISTS �a � 3 16 W/ �IMPSON FACE HANGER 0 11 �/8 TJI 560 ITT4/ 11 ,88 SSN 10 NAILS � I� HSS 10x6 ° ( 1 ) 13/4x 11 �J$ LVL MIT11 . 88 SSN 10 NAILS � �. BENT (2) 13/4x11 �/8 LVL NWU3. 56/ 11 .88 SSN10 NAILS � fC � PR �JECT No � DATE � Z 05058 09/09/2005 W DRAWN BY CHECKED BY � N RAFTER BRG BM RBR °° R ON WOOD RIDGE BEAM S VALLEY BM CONNECTION T RAFTER � STUD WALL SHEET No, 0 0 55 . 2 3�4 �� _ 1 ' - 0 " 55 . 2 3�4�� _ � ' - 0 " 55 . 2 3�4 " = 1 ' - 0 �� Z 5 . 2 m 0 � S i AS N❑TED F R CHIMNEY SIZE & LOCATION N RE: ARC FOR CHIMNEY SIZE & LOCATION N RE: ARCH � c� O O FOR CHIMNEY SIZE & LOCATION N RE: ARCH 3x STUDS 3x STUDS 2x � � ^' nP V O � � C �/2" APA SHEATHING B � � �/ " APA SHEATHING � TYP (4) SIDES S5.22 GC N2 T.O, CHIMNEY ��22 T.O, CHIMNEY Z � � TYP (4) SIDES ALL JOINTS SIMPSONNA23 � EA � N O O T,O. CHIMNEY CENTERED OVER 2x MINIMUM RE: ARCH RE: ARCH L5x5 N L6x6 RAFTER WELD TO � RE; ARCH _ _ W Z � G� O� � � � HSS5x FRAME � Z M � y � W STONE VENEER � HSS5x5x �/4 FRAME x � � Z � o+ � W Ug .g •� � W ENEER TIES � w _ _ _ _ — — — — — ' •- 6" O,C. EA WAY (f ) � STUDS N MATCH SPACING TO `� � � VENEER HT � RE; SCHED SCREW LAYOUT O w � � � � _� �' � i V� � CV � W W HSS5x5x � POST � W M VENEER ANGLE N MATCH �P � I � � � � N N SIZE AND CONN TO VENEER � � STONE VENEER ANGLE i i �4 � � J ZQ J Za HT N RE: SCHE I I � I EA CORNER OF FRAME � _ � � Q � Q � � 2 ANGLE SIZE STUD SPACING SCREWS 0 EACH STUD MAX VENEER„ HEIGHT � � Z V M � C) RE: PLAN L5x5x �/4 � g (2) #24x3 3 -g Q � e.� � � Z Z � Z � QpHG � _ > > � L5x5x /4 � 2 " (2) #24x3" 5' -0" 2 „ 5� 1 �/ " V Q W Q L6x6x5/� s 16" (3) #24x3" 6' -p" TYP ��2 W W J W CHIMNEY RAFTER BEAM ROOF RAFTER N RE: P � m W m CHIMNEY RAFTER BEAM L5x5x �/4 g" (2) #24x3" 7 '-6" O ,.. CHIMNEY HEADER BEAM L6x6x5/� s 12" (3) #24x3" 8 ' -0" 2x6 STUD WA�L � � W M � °� N O CHIMNEY HEADER BEAM BEYOND L6x6x5/16 g" (3) #24x3" 12 ' -p" yss CHI�PEY W/ /z" O.SB. � p N � � � � . POST � EA CHIMNEY I NSTALLAT I ON NOTES : � 3 �w� s�s � � � � N ^ RAFTER BEAM 1 . PREDR I LL HOLES 70X SHANK D I AMETER (2��/8"� BOLTS � ��j � p � WALL BEYOND 2 . FIELD DRILL HOLES IN ANGLE AFTER STUDS ARE LAID OUT m v 3 . CENTER SCREWS IN EACH STUD � � 0� 4 . CHIMNEY WALL FRAMING TO BE 3x STUDS � � � � � • A RAKE CHIMNEY FRAMING B ROOF - TOP CHIMNEY FRAMING C EAVE CHIMNEY FRAMING D STONE VENEER ANGLE E CHIMNEY CAP � `° " � 3/4" = 1 ' - 0 " 3 4" = 1 ' - 0 " 3 4 '� = 1 � - 0 " NO SCALE 3/4° = 1 � - 0 " � ' � o�+ Z Z 5 . 2 5 . 2 / 5 . 2 / 5 . 2 5 . 2 � x � W � Nu� O ^ °� W � a. v V = Z ,..� �7 Z 2- PLY DRAG TRUSS Za ? W � V Z 4° 3 " 1 ��2" (2) � ��a�g�p'-8 ��2� WELD TO COLUMN � � � G T Y P�� W I �2) I 2 0 B O L T S _ � N R E: F/S 5.2 2 — C� �"' W 2 x 6 S T U D S U y y � i i 2838# SEAL � � ,..._'_T_ I WIND L AD I I ,CV�.�•., .r�•� ..,�^t�.,� USE SCREWS � NAIL HOLES TYP DORMER RIDGE BEAM Y` �, � � -- �� , I I � PLYWOOD N RE: PLAN �r " ` ', .� , , �`c , .�;� PLATE ELEV � � SIMPSON CMSTC16x24" ���'"° ` �F � • '� � 9 ' - 6" A.f.F. _ „ SIMPSON CMSTCI6 STRAP � : � :� , 3 ��.: I �° i � (2) PLY DRAG TRUSS (3 THK) LVL RAFTER DRAG STRUT N ' � DORMER VALLEY BEAM '�' �' � -� � �' : RE: PLAN ' c.� e � 3 .� , •- . � : :�,. a:- - - - T1'P f� ��ax3 ��2x�� -8 �I2�� c� � HEADER N RE. PLAN � "%1�•. 1 � � �J ` • : . r�° � D ; nr , .� '�, ��V ( , � �:y "' " I I PLACE STRAP BLOCK ASS Y C; � �'••••.,,. . � , ' ' ' ' _ � �BLOCKING � � SIMPSON CMSTC16x2 ' - 6" � EVERY OTHER STUD �°�`: �� a"�•',y+�:�yY� — — — • • • • • • • • • • • • • o � SPACE 4 PLC N 2 EA �, ` ., ��` , - , �=�.:za-�- � iC �/4x3 �/2x0' -7 �/2" `�' � I SIDE OF RIDGE " W/ (2) �/2"080LTS 8 MIN 6z6 BLOCKING I I SIMPSON CMSTC16x72" OR 6x6 WINDOW HDR MIN � 8 I I , • ; • ' 2x4 BACKER STRAP (EQ SIDE LENGTHS) � $ I I , : • ' CONN N RE: A/S0 .04 a � � � � � � 2x6 STUDS � � • ' � 6x6 BLOCKING W/ SIMPSON LSSU HANGER 2838# ' " " " " " _ �6x6 � � . ; : • � (4) 3/� s"0x4" SCREWS � RAfTERS WIN� , • EA END � ' END TRUSS SIMPSON MSC4 W/ HIPS Q 6x6 POST I � SHEAR WALL SKEWED � 45° & SLOPED � � �CONN TO HSS W/ 0. 1730 6x6 SOLID BLOCKING � � P .A. F. (� 24" O . C, � OR HEADERS � STRAP I I I W � � � V 0� L i , o 0 Z � � . F DRAG STRUT G DRAG STRUT SPLICE H DRAG STRUT J DRAG CONNECTION K DORMER VALLEY RIDGE CONN V„� � � � 5 . 2 1 �/2 " = 1 ' - 0 " 5 . 2 3/4 " = 1 ' - 0 " 5 . Z 3/4 " = 1 ' - 0 " 5 . 2 1 �/2 " = 1 ' - 0 " 5 . Z 3/4„ = 1 ' - 0 " 2x10 OVERFRAMING � � � � � 1 x6 T&G � . u� V FOR CHIMNEY SIZE & �OCATION N RE: ARCH 8x12 HIP HSS 10x BENT � � W/ I� �/4 END PLATE �/2" APA SHEATHING 2 - �n 6x10 RAFTER & 3/8 BASE PLATE C N TYP (4) SIDES T.O. CHIMNEY ��22 � � STONE VENEER W/ TIES � � � V ,�..+ � RE: ARCH � 16 O.C . EA WAY WOOD f� 2 /2x11 /2xi 1 /2 � � o 12 � J FLANGE 6 �� � � / � STUDS N MATCH SP TO 6x10 RAFfER � � � , w VENEER HT N RE; SCHED � t � � i � � ^ Sx20 GIRDER W V a-.+ � WEB � � � � VENEER ANGLE N MATCH � � , 8x20 GIRDER W/ ARCH - CUT � � t � , ,. � � � SIZE & CONNECTION TO , r — � � PER ARCHITECT N �OLT TO � a 6 � � � � � f� �/4x4° W/ � � / —� VENEER HT N RE; SCHED \ \ � � � L 3x PLATE INFILL VENEER PER ARCH i � � (3; 3/4"0 BO�TS — �x12 BEAM N wOTCFI o � � � � i I � � � L w � � / / _ � � � \ \ � � BORTSOST N �2) 3Ia � oN � � o I I j � � Nm0 � � I I , � , M 00 I I vv , - � � , � � M � ' / / M \ \ ` � , 2 � � I i � � i 3x , 2 f� � � �� RE: PLAN � � � \ I 8x12 HIP BEAM � gX � 2 12x12 POST � CUT � — — — — — � � � 4 �/2"W z 11 �/2"D SLOT � � � � � , FOR BEAM CHIMNEY RAFTER BEAM � — — — — — — — �� I I 2x6 STUD WALL � � � N BATTERED PER ARCH ISSI,JED FOR: CHIMNEY HEADER BEAM No. DATE COMMENT Q �/2" APA SHEATHING ,a br�yi� FINAL DRC 8ET S5.22 D �/14/06 FINAL DRd REv C 8N06 CIVIL 168iJED D 9!1/mb PERMIT 8Et E Im/18/mGG FINAL CD L HSS BENT M HSS BENY @ POST N ROOF - TOP CHIMNEY FRAMING P ROOF C� ENTRY TOWER Q ROOF � ENTRY TOWER 5 . 2 3�4 � = 1 ' - 0 " 5 . Z 3�4,� _ 1 ' - 0 " 5 . Z 3�4 ,� = 1 ' - 0 " 5 . Z 3�4 �� _ 1 ' - 0 " 5 . 2 3�4„ _ 1 ' - 0 �� GIRDER TRUSS , „ 6x6FULL � - 3 HT POST K Y LA 3/&"z9" PLATE SADDLE MIN . WI I H (3)3/4 � BLOTS RAFTER � 6x12 WITH (2) 3/ "� x4" "' � PEN L�GS ^ I � C� POST F � � - - ' � 6x8 WITH M e � LIVING ROOM ROOF DETAILS � 8x RIDGE � � 4° Q I� 3�gX4 �3�3�4"0 BOLTS � � 2 MI o — 12 3 � /4"Cx4" PEN LEG EACH END ; PROJECT No , DATE N Z 05058 09/09/2005 � DRAWN BY CHECKED BY x �' BM RBR � R L . R . RIDGE BM C� GIRDER TRUSS S STRUCTURAL BRACKET SHEET No, � 5 . 2 3�4�� _ 1 ' - 0 " 5 . Z 3�4 �� _ 1 ' — p �� Z 5 . 22 m 0 � SCAL � A N . , ���� ..�.�,. �4 � ' GENERAL NOTES 1 . PROJECT 6ENCHMARK ; SEWER MANHOLE INVERT ELEVATION = 8390. 9' (SEE � � ?, o. DRAWING) o• / ? o, n,°• 2. BASIS OF BEARING, THE FOUND MONUMENTS MARKING A PORTION OF THE NORTH LINE OF PARCEL F. (SE� DRAWING) FOUND ALUMINUM CAP � O L, S. No, 16827 �� ,4� ,8. 3. BUILDING TIES ARE INDICATED IN PARENTHESIS. . � �ry 20, FOUND ALUMINUM CAP 4. THE SOLE PURPOSE OF THIS lMPROVEMENT LOCATION CER7IFICATE IS TO SHOW THE L. S. No. 5933 "� o � o LOCATION OF THE BUILDING IN PARCEL B , OTHER PARCELS EXISTS AND WERE NOT � ? o� ry o ? s �� �, � 4, SHOWN HERON FOR CLARITY, , � / � ry • _ �-- 3. �1� �2 � ? ?, � � , 5. APPROXIMATELY 0- 12" OF SNOW ON LOT ON DATE OF ILC, OTHER FEATURES MAY O, • �� � ^. � 2,5 � EXIST WHICH WERE NOT VISIBLE NOR SHOWN HEREON . �� �� TRACT B � A ' LIONS RIDGE SUBDIVISION � ►� 6. PARCEL 8 IS SUBJECT TO AN UNDERGROUND RIGHT OF WAY EASEMENT TOGETHER �! � � � SO ' O� � oo WITH THE RIGHT OF INGRESS AND EGRESS AS GRANTED TO HOLY CROSS ELECTRIC � V � � �Tj���,Y ' V88 � FILING No. 4 � �: � A S S O C I A T I O N , I N C. , I N C. I N I N S 7 R U M E N T R E C O R D E D J U N E 2 5, 1 9 8 1 I N B O O K 3 2 5 A T ' � + �'' PAGE 147. .�� � �p � F'�SFM ' �9 �, / 3 �� ic -� G °' FOUND ALUMINUM CAP ��1 "J � �� \ �T �,QFC F ` v: 7. PARCEL B IS SUBJECT TO TERMS, CONDITIONS AND PROVISIONS OF A PEDESTRIAN L. S. No. ILLEGIBI.E v y o 5� � E A S E M E N T A G R E E M E N T R E C O R D E D O C T O B E R 0 6, 1 9 9 4 !N B O O K 6 5 1 A T P A G E 8 2 2. � � F�O n�� 23 o• / • " • w � 8. PARCEL 8 IS SUBJECT 70 TERMS, CONDITIONS AND PROVISIONS OF A DRAINAGE < � �O� 9 ' OQ + � , EASEMENT AGREEMENT RECORDED OCTOBER O6, 1994 IN BOOK 651 AT PAGE 823 , � � \84 �� � 0•5 5•91 r 9, PARCEL B IS SUBJECT TO TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT \ � � RECORDED OCTOBER 30, 1995 IN BOOK 679 AT PAGE 619 . . � 10 . PARCEL B IS SUBJECT TO TERMS, CONDITIONS AND PROVISIONS OF LETTER I \ 2 . 0'x2 , 0' COLUMN GRANTING UTILtTY ACCESS AND EASEMENT RECORDED OCTOBER 30, 1995 IN BOOK ( TYPICAL) 679 AT PAGE 819. �e � 4,9� 8.0� � � w 11 , PARCEL B IS SUBJECT T� TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT � � RECORDED MARCH 25, 1991 IN BOOK 550 AT PAGE 136 AND RERECORDED N SEPTEMBER 9, 1993 IN BOOK 618 AT PAGE 925 . �` � � o o � / � / c°� ° +• 12 . PARCEL B IS SUBJECT TO TERMS, CONDITIONS AND PROVISIONS OF ASSIGNMENT � �" a AGREEMENT RECORDED SEPTEMBER 30, 1993 IN BOQK 620 AT PAGE 793. SANiTARY MANHOLE , �c � � o � INVERT ELEVATION = 8390. 9 G / / '"• = 2 0� e�o' 13 . PEAK LAND SURVEYING , INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROJECT BENCHMARK / � PROPERTY TO ESTABLISH OWNERSHIP , EASEMENTS OR RIGHTS- OF- WAY QF RECORD , �� RECORD DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCA110N CERTIFICATE WERE / / � / /�,y���`1 , OVERHANG PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER No, VTF500121126 - 2 , � / ��',,, 19 •� DATED OCTOBER 12 , 2005, AT 5: 00 P , M . . S /� / o�o. �' �, � � � � �� I � • 14 . NOTICE: ACCORDING TO COLORADO � AW YOU MUST COMMENCE ANY LEGAL ACTION � � �Q'� � � �v BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST � FOUND ALUMINUM CAP / / �F,G � � DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY (i�, 0 L. S. No. 5447 / / 15 . 0' DRAINAGE EASEMENT '� ` � o � � DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE �/r}� '��� � ( RECEPTION No, 923884) ���'� � ( � F. F. 8358. 4 N OF CERTIFICATION SHOWN HEREON . �� F•q �f / / � �'Pg O v � ,7' 2 - STORY WOOD FRAME N 2 MAIN FLOOR ELEVATION = 8356 . 5 o p �J � � SF'IiF�T \ � S ' `/ ��� �S , �,��,.'�y � 0 � ( UNDER CONSTRUCTION ) � � �� 7 ' � , � .� a . � � / /o ° ��y� ° _ / \ ti��F�FA\ � . / \ .��o9 ,°ti � � � y J / � � � 9 .� � � / � , � � , a ,, � � 8�,��8���1 / / �o •B. OP� � , � \ / o 10 9� � �.5� 3.�� o u� n� p 5.5' 0 8.6� � � I � / � °' ' °• O \ �� � � �� l�� y�P�1 O FOUND ALUMINUM CAP �� I G�L'� �� � �'� / L. S. No. 26598 � O . a. � �� ,S'L'f�L�'' ,"=10 � � � 9 .0� � ��, ���' / � �� � �n I I \ � 4 0 .� � � s LOT G - 3 � � ��� ` G,� O�P� / W,. I ( � ��� � LIONS RIDGE SUBDIVISION g� \y � / .Na, � � �O � FILING No. 2 BUIL1�ING .I��7'�IIL .� `�P� � � � � � 9 . ��� i N � � � �� � w � � � 's� `��6 � 1 � � ' '� .� , � • IMPROVEMENT LOCATION CERTIFICATE ��0� � ` � H R Y CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOUND ALUMINUM CAP � I E EB L. S. No. 5933 � FOR ZEEB CONSTRUCTION , �� S � THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PL,AT, AND THAT IT IS FOUND ALUMINUM CAP � ?�6`• 8� �3 �16 NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE , BUILDING OR OTHER ,FUTURE L . S. No, 5933 � s J �16 � � �w �238� / I M P R O V E M E N T L I N E S , C � C ` / �S� r�� \ �� P A R C E L B � � � 10, 0 ' � • UTILI 7Y � I FUR7HER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON � EASEMENT � � `s9+ � 0. 136 ACRES THIS DATE , 11 /18/06 , EXCEPT UTILITY CONNECTIONS , ARE ENTIRELY WITHIN THE � �~ � � �RECEPTIQN No. 923$84 � / c�` `sS• � O \ SOUNDARIES OF THE PARCEL, EXCEPT A5 SHOWN, THAT THERE ARE NO ENCROACHMENTS ' � � ' _ �_ _ � � \ / J E14 1386 UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, -� � `�O EXCEPT AS INDICATED , ANp THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY p o ��T• E123 \ I SANDSTONE DRIVE EASEMENT CROSSlNG OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. ' o , / // R •... � /� \\ i �S (80� RIGHT- OF- WAY) d ���Q � E G�s,�� 1 0 \ DATE ; -- -- --�-- ------------ � // D . , . . . . . , . � BRENT BIGGS ���. � '�j e / ' � ��� � E10 :/ COLORADO P . L , S. N0. 27598 ��:�� � � � � ' � \�. � J� . o � 10A /E°� w ; � ; 27598 ; � � 1 LINE TABLE f9 .' /W ��,\ ' . LINE �ENGTH BEARING � ` ,� 1� � ' • , � o ' Li 26 . 07 ' N63'S1 '35 "E � � • ��J'/�� • . . . . •05 ,�� 'o, E2 58, 92 ' S65'06 ' 32 " E f� �6 \� ! �����A�/ / � � E3 36 . 31 ' S09 '06 ' 27"E � \ '+ W . ' E4 19 , 81 ' S35'S3'33"W / I ."�c E5 21 . 23' S09'06 ' 27 " E � m ' E6 10, 51 ' S35'S3'33"w PARCEL F / � � � E7 18, 41 ' S80'53'33"W ,P rn . � � ( COMMON PARCEL) � / / � � � ES 8. 84 N54 06 27 W 7. 839 ACRES / � ?� ' E9 7. 91 ' S80'53'33"W ,,�� �• � ,-. E10 22, 81 ' N54'06' 27" W / � CV PARCEL E � � I E > > , , . 50� N09 •os � 2��� w / ! � . Cv LIONS RIDGE SUBDIVIISON � E1z 3. 94' N35'S5 '33 "E /`� 2 FILING No. 2 � � 1 E13 8. 60� N09'06 ' 27" W / � �q�� �� 0 � /� � Z E14 5. 32 ' S80'53�33"W ,� "� / (V - W Z ' E15 28, 45' N09'06 '22 " W � /, °�/ / W ^ � ° E16 45, 03' N22'S0 ' 03" E °' "�^ ?° � N ' rc°.> E17 30. 54 ' N57'35' 44" W °1. /ryh� �?/ / ,�" � �Y � ' E18 28, 43' S81 '22'06" W Q�� �? � �' � � . LOT G - 4 `' 1 `�� �v��/ / y d' LIONS RIOGE SUBDIVISION CURVE TABLE /•��� �' W � FILING No, 2 ' C U R V E D E L T A R A D I U S L E N G T H T A N G E N T C H O R D C H O R D B E A R I N G ,� �/ / �- GRAPHIC SCALE C1 5'54' 55';� 1467 . 40' 151 , 50� 75. 82� 151 . 43; N66;49� 03�� E / �� �� j � C2 44 52 20 194. 16 152 , 06 80. 17 148. 20 N41 25 25 E �Q.��j � j 40 0 20 40 80 1 C3 8'21 ' 10" 1333. 51 ' 194. 40' 97 . 37' 194. 23 ' S23'09 ' S0" W / � C 4 151 'S5'40" 70. D0' 185, 61 ' 280. 00' 135. 82' N11 '22' 08"E ��p • / ��j q � �• 0 ' C5 177'11 ' 36 " 50. 00� 154, 63' 2041 . 01 ' 99 , 97' S16 '00'28"E � J�v / ^ ( IN FEET ) � I C6 10 '35' 02" 1711 . 95' 316. 24' 158. 57 ' 315. 79 ' N54'14' 35°E / �; 1 EC7 63 '21 'S8 " 247. 63 ' 273. 87' 152. 84 ' 260. 12' S15'44'02 "E / / ! J 1 inch = 40 ft. � � / � � N N � . � � / / _ �� �"� �� . / - o. 923884) ~ L _ - - -- -- - - - - -� L - -" - - , 5 .0' u�nuTY EASE"'E"T cRECEP��oN N IMPROVEMENT L4CATION CERTIFICATE �' , 5. 0� UTILITY EASEMENT ( RECEPTION No. 923884) �� THE JEC RESIDENCE , PARCEL B � o � � S59 �32 ' o6 " w - 370 . 00 ' � � 13. 07�� 4TH AMENDMENT TO THE RESIDENCES : � AT BRIAR PATCH g � EAGLE COUNTY , COLORADO � PEAK LAND CONSULTANTS, INC . LIONS RIDGE LOOP � PEAK �AND SURVEYING , INC , ( 70� RIGHT- OF- WAY) DRAWN ; �VK III REViEWEO � �F � 970-476-8844 FAX 9�0-4�6- 86, s SHEET 1 of 1 $ , 000 ��oN'S RIDGE LOpP VAIL, CO 81657 DATE ; 11 /20/06 PLC JOB #; 1439 � .. w . Design Details fo � Pe�manent S'tabili.zation Systems at 1386 Bu feh � C�eek Road ��CE`��fl - �J �� OV '� I �ry05 � Vail, Colo �ado �OV-COM.DEV. �� ��������.� y= ������ � ti ���� - � � ' � Q t'"� � � �� �I � � � � � .�� �� � � � 3 � � � D �� �� � ,� � � �. � �r 2 � � ��� � F' = IL 1 � � f o . 1�----�-" � _� ,� .� � ; �`�'�� INDEX OF DRAWINGS : � ` 2Lhnt:b- & ASSOCIATEJ ,.,,t�* � ;� . .� , ,r _ . . �._ � , ' - �t:. '� . �,'�. - . . � - � ��°��� � . � °" � �g� ., � ` �s'��� , �t .,... x � � �,��� �,�� � :���'�"� ; �'��'��J � �-,���` � 1 COVER SHEET � � �� .;�<< . ._ ��� �° � +�'�°� ,,� . �� � � � � 2 GENERAL NOTES L*-"�� � _ � � �; 3 PLAN VIEW � ����� - `�. �� � �a' 4 ELEVATION VIEW DOT MAP � o aECra � ,�, �µ - : � ,. ' �:' S CROSS-SECTION A `2.a,oNA T � , - . � � r 6 SOIL NAIL WALL DETAILS � �` `°�.�a�:�`��� �� � � �� ��' 7 PULL TEST DETAILS � � � , , � � �; P�� � �;o� •• c� � � � . r . r � � � $ � s� . �, .;r.k.— „�_ � �'��, �` �4` , �, f �;��,� - �� '"C��.� g � ���wI��P��� � �� � �nc, �ti . ._ " � _ > � , ` � r�.: �2t�C+5 N�,�JTE6� � , Sheet Revision Project No./Code: . Dote ftevielen/beue GMcked Bi: COVER SHEET � 1512 GrandAve., sce: ioa 2005-847 � Glenwood Springs, CO 81601 Phone: 970-945-5333 P'°jOC+' 1386 Buffehr Creek Road °ini'" B"` C� � �'ax: 970-945-5380 sn� tw.: oot<: cnawea ey: I YENTER COMPANIES, INC. NovemBer 16, 2005 DJB GENERAL NOTES TYPICAL CONSTRUCTION SEQUENCE . 1. The ground nails have been designed, in part, in accordance with guidelines contained in Manual for Design & 1 . The ground nail walls will be constructed from the top down. The initial cut will be excavated to a depth of 5 feet if Construction Monitaring of Soil Nail Walls, publication no. FHWA-SA-96-069. Design paramaters for this design material allows. have been assumed. Subsurface conditions may be discovered at the time of construction may require modification to this design. Conditions affecting modification to this design may include but not be limiled to ground water, soil 2. During construction, the stability of the excavation will be evaluated and the depth of the unreinforced cut may 6e shear strength, and grout-soil pull-out resistance, etc. modified to suit the conditions encountered and the reinforcement pattern. 2. Ground Nail: fy = 75,000 psi 3. After completion of the stabilization, the next bench will 6e excavated. Shotcrete: fc = 5,000 psi, 28-day unconfined compressive strength - Ground Nail Grout: fc = 3,000 psi, 28-day unconfined compressive strength 4. The wall will be constructed in the following sequence: Reinforcement Steel: fy = 60,000 psi 1 . Excavate wall location. 2. Drill hole for ground nail. 3. Soil Nails will be #10, grade 75 epoxy coated threadbar. 3. Instal{ and grout ground nail. 4. Place strip drains. 4. Locations and quantities of nails are approximate and will be finalized during construction. 5. Place welded wire mesh. 6. Place reinfoccement bats as required (horiiontal walers and vertical bars}. 5. Ver�cation tests will be conducted as determined in the field by the Engineer. 7. Place shotcrete and install bearing plates. 8. Repeat steps 1 to 7 as necessary to final grade of ground nail wall. 6. Proof tests will be conducted on up to 5 % of the production nails randomly selected. 9. Complete shotcrete drainage system 7. Nail test procedures will be conducted in accordance with the requirements specified in FHWA Soil Nail Manual 8. Loose rock will be scaled from the face prior to instaNation of wire mesh andlor shotcrete. 9. Wire mesh wifl be 4.0 x 4.0 W2.9 x W2.9 welded wire or equivalent. 10. Cement grout will be installed in sufficient quantity to fully encapsulate the nail to the collar of the hole. WAL L LAYOUT 11 . Slope will be excavated in 5-ft stages in accordance with the Typical Construction Sequence or as directed by 1 . The final wall configuration will be installed in conformance the Yenter Engineer. with the cross-sections provided in the plans. 12. Ground Nails shall be placed on a spacing and orientation as shown on the plans. 2. Wall alignment may be adjusted according to the needs of the project with the approval of the Engineer. 13. Cut Slope shall be constructed in accordance with the plans, special provisions, and standard specifications. 3. Tolerances for Soil Nail Placement are as Follows: - 14. Soil parameters representing in-situ dense soils are as follows: Gravel, Sandy, Cobbles: c = 0 psf Nail An le ±3° � (�1 = 34° Facin Wall Batter ±4° Y = 134 pCf Qa = 15.0 psi 15. Ground water is not expected to be encountered in the excavation. ,16. Ground water conditions discovered to the contrary should be brought to the attention of the Engineer. � Sheet Revision Projeet No./Code: °°`° R"`a�°°'"'� °h�� �� G E N ER A L N OTE S Zoos-sa7 1512 Grand Avenue, suite 104 70-77-0 SoG Propertiea Glenwood Springs, CO 81601 Pro'� �wn �. p Phone: 970-945-5333 � 1386 Buffehr Creek Road CAL Fax: 970-945-5380 Sheet No.: oau: cr,a+�a ay: 'z YENTER COMPANIES, INC. November 16, 2005 DdB / ` � • � '�. E� 1� A . � � ,,,ttt �. :� �, ° , f� � ' �� �� Lj� �,�'j • • � .a� � �� �� � /� �t � � � �� \ : � i ' • 7� ' � � � � [t �`.� `,� � :. �\ � ��.���� � � � . � ��� 2/ � � �� /A � � �. � \\� � � ' . � . � j� . � � '_ q ��'� �F � � / �'- . y- � - � �s� . `\ �� . � � \ � � � ' �. � ��si � �� � .i � �� �' ��\�� i . �'� . � . . i ,�. • , i�,•�� '/ oiiiiiik . �` � �:�k\ �� �. . � .�� . ■ �/� �����r��w�� ; \ � � ���'�����,.,. . ar • � 0��� ' �C��iioiii��ii.ii� � ` �� �' ti � + . - r •' ��r . � ai���o��u���r►.�u► �� ,� ..� • � � c . - . . . � . � �� iu°�u°aa°aii��ie°i�ii � \ � . a o . . � /�� �:iooi°io�im��i�tiir�o � �O' .���u��a�a�ie.�in� uur�� " � . • �/ ��� ■ �.n�osr����oc� ��•oi��u y , ��� , �R�a� �w��r.���mn. �nm��o� � � �1 • ����i/ �l•7i�'i�/���iN�r1 ��wtf��V��� � , � �/�/ �ni7 �iiii u ��is��u�oumn �pl��� ��l. ;` ��C����OA�\��//J'I���l��i�s n�[ �• � f�/� � �iao�u��n� .�r.ix��„���a� unn�� �u� I�1n\VI�O�M/' �GVPJUI�.uO\" t��7�\t �t�� , , �//� �:.-:e��r ��u�a��c3�one�►��a��r: �nr�� ����r • • ■ i s • � : • ,,'/.= �i����� ua�.�wa�cc�rswv�nx���rn r��i ' �NN� � '/� �!% r ., • va�o�u��v� ra�►�►��ec+•n.�i� ��u�u�►����� e • • . � / � �u�� .��vu �rne�� �aU��si� io�u�� ,!urw� � � . : . - . . . /� ' �i��+n���v o.►��a►w+�a��r�� r��aw�ie:.��u, � ¢ ��.� m�r� lRi��l�i7���nt����/YY�� .u���� � ���uw�u �►acrn�r�wonnio����u ��� �� ���� 'i1���N�N�I���l� �Oi1in �p��Bf �\� /� //� . n���.��v��i�u.m�m�a mo�n / -� 3 " ��V�lf��.0\�! n�f7M\ ����U �����i �l � � : �� �1��i �/�����\/il�I��� ��f��t/�il���\ ��l ° i,� ��� ��/ �u �u����a��cx���n���w����nno� ; • � a �a������a�r,��� ���u�� �inu�n��or� ���� � uuo7��v,����i�u��� m���n��m�, ui�m��i�r.�a�t����u� �����mu���. ' � ` • � ' • •/A/� -" au��nan�uuuu� �ri���� nio� ' � . � ��, ' ` u���� �y���a�a�a��r� uro�igin���n�. • ' , �� ������rh�mo�����np��u�uu. 1� � '����M�f►`7.N��001�1�OS\�\�1��AV�����i� /� �. ,�`'' �� ���H�►r1��� ��t�U�O��V��\���n�7Al��� � • � A � °eiii:►�t��iN i°�B°��°i°ir�°�mii� ' • a � j ' � �ro���°— --•�'io�u� aru�+ii���n � • � r � �`! '-��iu ■i�ao■■ ��i:� ' ,� • ' ' ' � •� �r��i� ��mn� � � � � , n • ���a�i� �,��ru� n �n����w�nu �� v�����o��r+� �. �SJ �• � � ♦ � � ��ri� riiiii��is� � ! . � ' � � �' � ���N►- / � � ou�'�� • , a. . � � � /� � , � ., � ' , t��' i► �� ,/ fH � ��� . /' / 1 / fs��� �.. '� . . � �� � � � . ' ' �� � � u� � • � '` � � � . , � � � , , � ' `� . • � • j� , • � � . ` . � � . —� ��j�, � � ' i • , � \,� . J� • � i� � �� • - � � ' � � ' / � // � � ° ' . � • , / � �� � . • . . � , . : � ` f' . . � � � � :� • � � .. � � . . / � . _ . . � / � :� � �� ' � / o � ,� � i . . • . • . - . - - ' - • m _ � . . . . . . . . . . . � , : r _ . . - �. .� - . _ r � � � . � � � • � �� �� � ,� � YENTER � , ; ; - � � • , : , . • � : � � � , � � � • � � ' � � � : � • . : . � - � � _ � • � : ii � : r 3,5-Inch Dlnneter Indlnoneter Casing 25-ft Totat Depth, 3-5 Feet Fron Face � � Of Wall ¢ 3.5-Inch Dlnroeter Indlnometer Casing � 20-ft Total Depth, 3-5 Feet Fran Fnce o Of Wali, +• 3.5-Inch Dlaneter Indlnoroeter Casing m This Dot Mnp Is A Genernllzatlon �f The Soil Nall Lnyout, 20-ft Total Depth, 3-5 Feet Fron Face N AdJust Pattern As Necessary To Pravide �f Wall N o More Thnn 18-In From Brow To First Nall. o Do Not Exceed Spacing Prescribed� L U �� ,� . � � o � s e e • � . " a a e . . ° s m a . ",f r,". :� . � e c • e s ° • e • � ' i t s o e a v . . � O B ,. :i/ . li . -. � . � _ , . !"`._ . . �i. ._i ���� . r . . �. _ e/ � .. I i � � I - � � , . „ _ `: `,a; _ - ' . ' ' . ..: .-. ..-: . .- , . •;: ..-. _ .: . :. .. . � `T: ,-. L�GU�GIVV i� )'�� ��? f � / � � /� (�+: E�� � ,y( 7 s � t j a iy , .a, � . 4 V / �1% � � �/�� - IA: �dil \�✓ !�� � 3 ��% . ,.• �L! l�� l� a 20 _o � SOIL NAILING / ROCK BOLTING SHORING MATERIALS No. 10, Grode 75 Williama Epmry Coated Bar, 1A-ft 75 EA No. 10, Grada 75 Williams Epoxy Cavtod Bor, 15-R W EA No. 10, GraEe 75 'Klliams Hea Nut a.e. 110 EA _ 8'r8'c4' Gla[e, 1�' Hole In Centar 140 EA Tmmie Tube �' Drip Tube J000 LF . � 12-in Wide Dnln BoaM 300 LF � Na. 4, Gr. 80 kebar 2500 LF Cenlmlizen 3-j' 3W EA crou� ryp. iu (3oao p� - 2a-oaye) zu anc sna�� (a000 v& - 2e-oc„> �s cr � Welded wre Meeh (4.OM4.0 - W29aMl2.9) 16 SHf 3.5' Incllnometef Coeing, 35-ft Total Length 7 E1 3.5' Inclinomete� Caei�g, 30�ft Total Length 7 FA � 7.5' Inclinwnete� Cmirg. 20-R Total Length 1 FA . Sheet Revision Projed No./Cade: �e R�,;��,�,,,,a Checked By. S t a b i I i z a t i o n a n d S h o r i n g Wa I I zoos-sa� 1 s i 2 cnana a��ue �roo^�= ��a P r o f i l e su�te i oa DOT MnP Glenwood Springs, CO za �o s o zo rrai� o.awn ar: p 81601 ,� - zo n 138b Buffehr Creek Road CAL Phone: 970-945-5333 Sheet Na: Date: Checked e,,: � YENTER COMPANIES, INC. FaY: 970-945-5380 November18, 2005 ' DJB L J S� C110N VI �W- �WAI�� -A I'OCK FACING nE51GN ANI7 CONStI�JC710N OF 60L11.17E� WF1-I.5 6Y OMEi?5 Y:OCK FALING 17ESIGN ANI7 CON511'�Ct10N 6Y 011-IEI?5 tOp OF WPL� 836�.25 G.��E�eNC� 51�UCTU� 17P.AWINGS °`^_..,,,,,� SOI�NAILS: # 10-G�E775ksiWl�UGJro156F1? bA11JM �L�V. 100' �00" = 8356.5 ' � OK MAI P�38 INJEC�ION ANGNOP. �3PR __. _ _ _ . _ _ . . _ �ENGiN = 20 �0�� C7YPJ �>���� EpOxY COAIEI7, rLII.I.Y GKOLtfEl7 ON A h' _O° CNOp) x4� ��� � CVE�) ' .,,,� f A1iEI:N SfPGC��YI � ELEV, 8394.5 ' � ` Sheet Revision P�r� N�.i��: 2005-847 1512 Grand Avenue �' R""'°°n"�° �'M�' � S t a b i I i z a t i o n WQ I I Suite 104 ' Gmphic Seale CROSS SECTION A Glenwood Springs, CO w ia .s O 20 Projeet: Drawn er. 0 81601 �m = 2o n 1386 Buffehr Creek Road CAL Phone: 970-945-5333 Sheet No.: oa�: a,sa�e ey: 5 YENTER COMPANIES, INC. Fas: 970-945-5380 November 18, 2005 DJB i— i i i(;' ' .�. i,: � .,; �s f '�'"; . : � � , �° „ .� �.' � � �. i, . .� . ! � . ��� lV . .� , . V � . r ., �Y.. � . /`..� , � � �1 . : �.^ t '�,? . � - � � .. iY:i �_ ��.. . . . . ., . �vv �. �. �i _ ._ . � . ����� ' ��'3�� I�°'° , . � . � ��. � r � � � 9A.� �� � i ., . i� . .T ��i��� � � f- . u � i .. �� �.�� • •' �l> Y / � l "1 � �Y � • • / .)� l J /(}� I . � � - "� j 1C 7.i . .. , ., .,�:v Y r �, ` ?� . . , v.:T , <� �.Y �r i. v �.. ;R! � � �: � - i�' "�x� , r i �l? : I ' L"-, �'`= � J� ' � . v � �' �1 a, •s � .J'v P-- ��i/ s � �v 1� :. i i - i ' . _,��` , . 4. : , , r� c� . . ; :'r` .. . .. . i....' � > l'" � F , .. � r .�:: �r � � s � � ;_�Yi 2 � . . . � . ' C ' �':. ' � ' (��':, .. . i ; c. o. :i'„ 1 ,: ;. ; 4')"..:i ' _ ,..'.�i/Ili.l /'- ! r `�,Pi 1 / .� i .� i/ �.. 'yY, �'. ..' r"i�� �� ; i �� �. . E . , � �r� � r .. , . . . rt . .-� � . ✓: . �: I,. c �� � f�� F � ( � � � i Y V � t � � ) � !1� V. � � i � ! � , I i: �:� , i :,i ..s � _: .,� :�-�ien i.� � � �'�.fi"�Yl. � � � � � � S `o �#- �1- �F �}' �i- �1- " � —,m` o.zs nMCS �oNna sw�c�nc . enw�+ meouNO wv�s � � . . u , , ii : _ � il .� � i ' ll/� '�;.a. � � � r n Y�r i t il,�.. ' :ij:. l � . =.. �v� i;;'�.� Sa��i����� � ��t�!: � �;-� ��.� �E �i?I� 5�'� � ;�,�,J �- � U�;-I �i��� �r�!i . '�' �� O�J1��%7�� �� � �; 1����,! �J�';�� ;�� I � G� �i'�JI. rdi," � e ,> ' `x. . � • . � Sheet Revision Project Na./Code_ o,,, R,„„,��,�a �,,,�,a e�: 2005-847 1512 Grand Avenue . Stabilization Wall suiteio4 SOIL NAIL DETATT, Glenwood Springs, CO 0 81601 , Project: �� er: Phone: 970-945-5333 1386 Buffehr Creek Road C�, � � : wc�: ca�.a�.a e>: � YENTER COMPANIES, INC. Fax: 970-945-5380 November 18, 2005 DJB VERIFICATION TEST SCHEDULE Load Hold Time in, z 6 in. Treated Timbers As Required AL(.OS DL max} I Minute ood shims as requiree. 0.25DL 10 Minute Stee/ Plofe ����'� "( iesttnq chair O.SQDL 10 Minute � _ � l- �� ' ; 0.75DL 10 Minute �.° oupia� 1 .00DL 10 Minute 6wnd H ex Nut �= 1 .25DL 10 Minute ��y� : 1 .SODL (creep test) 60 Minute �i ""`�- ,. . 1 .75DL 10 Minute so�d aedea wt ���� } 2.00DL (m�. fest load) 10 Minute Dfal Gauge attached Cen1*�d . E-,{ ���� � � to supports indapendent t �' . � 1 ��� '����1l��"'„ �-' ot wWl ond ground anthor 1�, - 211gllID2rit103(1 ywi�� r^� � � �: � ��""'•�� DL - ground nail design load 3 � �� ��� . �, Ydraulit Ram cm �°° � i-, ' , Ta H �- / and ��OUlic pum ' t pre P � � � � s � �^�, � „� ,.,;r��, � � 3� � � �re yauqe pROOF TEST SCHEDULE t , �� .. � �N �� Y :� ' � � . .,�.� Steel shim !o shim I � r,,,. � �. f hair perpentliculor to E z. i� , �.l � -ry ` , , 9round anchor. _� ,I�z. � � t�1-.�1�N. o.,.A�^"w.i'-�+'". t ...: '` . e, [�-3 Free Length ����� �G� 1.08d �OIl� T17t18 � ..,- Et^.�y.k�`�`w-�- 1 , �" � _�"�' n i � ,.�,��<��"""�."' ,' � „ ��� Y{ � I ��� }Y� '�«-," v � jTSZ. . •- a'l'-2 \�.m ,�.,� L--�'� WBx18 Reaotlon Beam AL(.OS DL mas) UIIhl ST3b10 -��`, , , '�- ` , ' �e -ft A„�raye �e�9th 0.25DL Untii Stable �E?�.. ;�L �= ` aa�,d �e�tn � O.SODL Unril Stable I Reinforcee Shotcrate 0.75DL Until Stable i Nomind 6 in. thick �� 1 .00DL Until Stable 1 .25DL Until Stable . �OUND NAIL TESANG OETAIL 1 .SODL(max. test load) 10 Minute NOT TO SCALE AL - alignment load DL - ground nail design load BL - Ground Noil Bond Length Test setup provided for information only. DL = Lesser of AG * BL or 0.55�Fy Actual conflguration may be modified as needed: Fy - Yield strength of Bar (95.3 Kips for No. 10 grade 75 bar) � UG - Uitimate grout/soil bond strength per length of bond zone. , AG - Allowable grout/soil bond strength per length of band zone. Note: Maximum test load shall not exceed 0.90*Fy UG = 3.0 Kips/ft t AG = 1 . 5 Kips/ft Note: Acceptance criteria may be found in FHWA "Manual for Design & Construction Monitoring of Soil Nail Walls, FHWA-SA- 96-069 Sheet Revision ��+ �� . �• ���• � � Ground fVail Testing Schematic zoossa� 1512 Grand Avenue, Suite 1 D4 and Schedule GlenwoodSprings, C081601 �� � � o Phone: 970-945-5333 1386 Bufte6r Creek Road CAL Fac: 970-945-5380 s�e� o� cn.ma e�: � � � YENTER COMPANIES, INC. November 16, 2005 DSB � � , � ao.exaoseo wra�=�,�,,,i / �2. 67.5 66. � ' � 1 ' DEEP ORNi30�GE � bOQE , i pITCH AT 2:1 SIDE I 66A `�� SLOPE 76. 0 6 A � � � 4' �. T,O.EXPOSED WALL=69.0 _ . � �„ � ,p, B.O.E9(POSED WAtL=63.1 � A .0 6 0 � 73.0 62.0 �: � 6.f}' / ' �. 7 sg % � 1 68A 25'• . `� / r =69.5 75.5 k.� . 2 n� t��,�/ r ( . Lm63.5 SVpP6 .- �.� -�` -' 1 . ' . �- ;�-- Q� a oQ� 705 '. ���N% � -, ; y� '� �" A .:� 75.0 ��O °% HP•�62.5/. � : � � � FF = 8356. 5 . a' z 4' S' �� 5 3-4 FOOT DIA. ! � � BOULDERS \ �� � ( MIRAFI 14QN QR EOUIVALENT � � 3/4" WASHED ROp( � � 4' PERFpRA7Ep PVC 9'S 4 -i LI I ;,,_„—�� EXIEND PIPE TO - -•�ni 68.5 - DRAIN TO �Ari1GHT � � J Z Q � . . . 3 � .�. . .. J m ... . :. Q . 0 . . Z � , p REGIgT SOIL NAIL WALL TO BE ' � O �•�� \7T/ � F�P �ES�GNED BY o7HER5 °� o a � ���� yC� �� ���. 62.5 . �a . , D . Ci O� fi2.5 � .W 33a z. ' �L� si . „�,- ;, > t�r F�� � ;��u ��i�iEi iiu�ni , �� � �SSlO,�PL�� � .. �� � �'� S BUILDING SUBDRAiN AND WATER . . 1 � � PROOFMG TO BE DESIGNED BY OTHERS � � r 1 �la� w ' , �GT j W ,�i� r � � ' �V 1 �'�/ WIL..� 1./c , � . . a_ CF0�8 BECTION A—A .ARROYO ENGIN[:F_RING, uc � �� ��� � � � � � � <AN �hif lJG 'tPF`iil INC. PA.puD9M M)FdM.1mRl NOVEMBER 3 2005 ���U�9• se..,.,w�m.wo � mMefsmarzc+'zzmelmxim � � B.O.EXPOSED WALl�54.0 / � / � � / ��""'�. _i / t . T.O.EXPOSED WALLs6 B.O.ExPOSED WAL ` �r/�..� 1• � �. � � 72.0 67.5 66. 6D.0 1 ' DEEP DR/UNAGE / a'QE y O�TCH AT 2:1 SiDE � 6g, S�� .0 .�-'` SLOPE .�" 76. 0 6 .0 61 . .�'� � - � ; k:� � 55 ' OSED WALL=69.0 1O 4.a - - OSED WALL=63.1 � A g � - . 55 y� r' - / 73.0 62.0 .�`�'� � ��� - ,u' �'" i �'- �: � � z ' �' i ( I 69 . . � �� �'� , 1 � � , ry: 68.0 2.VbQ� ^'� _ �,.r ��„` �#�"����i � t �T - 75.5 a.� 2 :� � � , � � � � ( r , �p i � r ' � , `; r'�r - i � i � 4' 1' � i 2 3—a FODT qA � � 1 BOUlllERS \ � �� 4�R,1P� t�pN OR EWrvALENi � � I 3/�� WA51iED ROCK � � ♦� PERFORATED POC 66 4 4 4 5 i�.�1 EXIEND PWE TO � �'�'�'W-" � _� —� FOOT pA pRAV� i0 DAYl1(i1T -��11 � I �pERS � � 1 \ � �1 AHtM UON dt EW���LEMT � � 3/4' WA91EU NOCK � ' � 1' PEXFORAIED PVC � 63 4 ' ICe� � -'Ir�—. 1 .�,11!:i�l L—i � � �-l_ii� -F62 . . Ex7Dl0 GIPE i0 � � � UR�N i0 UArilp1T � .z . p� REV•/S+ } ° oe?'y�Ni'rTj�;r��p Q o o:G' p.��p sa� pu� w�u ro ee � � Q , OE9GNED B� OMEqS ` o a ' � :� 33833 z; � o a . ... 56 .55.9 � '� _� 55 ;i �S•....... •�G �� ��R� S/ONALE i � � 1 1 � � ' �' BUILDING 918DRAIN AND WA7ER � . . � PROOfMC TO BE �EAR7ED B�' OTNERS � �ca� r - s TWO TERED WALL DETAIL C�O�S BECTION B-B AKKOYO ENG W GGRI NL. �c � �� / �.�VJ � � � � � � rn�e :ax,e��ciN�. �<c�uuien� PD Bwiws WS>pd�pd�AmRl NOVEMBER 3, Z005 ����.Vm� ' ra..a.ca.eme�uz . �P�A+unqvzzyiqmnrm