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Home My WebLink AboutB12-0325 Plans Approved�C ' � • '� �ECTIC}N 1 - GENERA� REQUIREMENT� BUILDING JURISDICTiON: TQWN OF VAIL, CO JURISDICTIQN'S ADOPTED CQDE: IBGlIF7C 20Q9 BUILRING DESIGN LC3Ab�: �EC�c �.�v� �.oaa: �ao �sF DECK DEAD L4AD: �15 PSF V1/fND DESIGN: 90 MPH, EXP, B SEISMIG DESIGN CATEGORY: C 1. DEFINiTIt�NS; A. ENGINEER: REFERENCES ON THE STRUCTIlRAL DRAWINGS T�7 'ENGWEER' MEAN THE STRUCTURA� ENGIRiEER t3F RECORD ( SER) . OTHER ENTITIES ARE SPEGIFIGA�LY NQTED AS "CC}NTRACTOR'S ENGINEER", "MECHANIGA� ENGINEER'", ETC. 2. TNESE NOTES SUPPLEMENT THE SPECIFICATI�NS, WHiCM SHALL BE REFERRED TC) F4R ADDITlONAL. REQUIREMENTS. 3. UNDERGRC?UND UTfI.ITIES: LOCATE EXISTING UTILITIES, ANR N4TIFY ENGlNEER OF EXISTING UTILITIES t7R Sl1B GRADE CC?NC�(T(ONS WHICH lNTERFERE WITH WQRK. 4. EXISTING STRUCTURES; A, CONTRAGT DOCUMENTS NAVE BEEN F'REPARED I�SING AVAILABLE DRAW1t�GS AND SITE 4BSERVATI4N AS PERMITTED BY AGGESS RESTRlCT'IONS DUR(NG DESIGN. B. DURWG GONSTRUCTICIN, 7HE CONTRACTC?R MAY ENCOIlNTER EXISTING GC}NDITlQNS WHICN ARE NGT NQW KNCIWN C.1R ARE AT VARIANCE WITH PRC}JEGT DQCUMENTATION ( DISCOVERY} . C. GCtNTRACTC}R SHALL NOTIFY THE EN�INEER UF ALL CQNDITIONS NC?T PER l'HE GONTRACT DGGUMENTS. EXAMPLES INCLUDE: • SIZES i�R DIMENSIC�NS QTHER THAN TN4SE SHt}WN. • DAMAGE OR DETERIQRATIQN T(� MATERIALS AND Ct�MPONENTS. *�ONDCTIQNS OF 1NSTABIUTY G�R IAGK OF SUFPt3RT. * CONTRACTOR SHA�L MAKE A�I.OWANGE FQR TNE RESC?LUTI�N OF SU�H QISCOVERfES IN THE GQNSTRUGTIdN ANQ CONTlNGENGY FEE SCHEDULES. 5. USE OF DRAWINGS: A. DQ NUT SCALE DRAWINGS. B. WHERE DISCREPANCIE� OGCUR BETWEEN P�..ANS, DETAILS, GENERAL NC?TES ANC� SPECIFICATION�, THE MQRE STRINGENT REQUIREMENTS SHALL GC3VERN. DETAILS ON DRAWINGS TAKE PREGEDENGE dVER GENERAL NOTES AND TYPICAL DETAlLS. DETAILS NC?TED TYPIGAL APPLY TC) ALL SIMILAR �ONDITIONS. WHERE NQ SPECIFIG DETAILS ARE SNQWN, CONSiRUCTION SHAL� CONFORM TO SIMILAR WQRK ELSEWH�RE ON THE PRC?JECT t�R STANDARD C�NSTRUCTION PRACTIGES. 6. TEMPORARY CONDITIONS: A. THE STF7UG7URE 1S DESIGNED Tt? FUNGTIt3N AS A tJNIT UPON COMPI.ETION. THE CONTRACTOR IS RESPClNSIBLE FOR FURNISHING ALI. TEMPORARY BRAGING ANDCOR SUPP4RT THAT MAY BE REQLIIRED AS TME RE�UL.T ()F THE CONTRACTOR'S �C�N�TRUCTION METHC�DS AND/OR SEQUENGES. GONTRACTCIR'S CC}NSTRtlCTI�N AND10R ERECTfON SEQUENGES SHALL REGOGNIZE AND CQNSIDER THE EFFEGTS 4F THERMAL NiQVEMENTS OF STRUGTURAI. ELEMENTS DURING TNE G4N8TRUGTIQN PERIUD. B. FOUNDATIt)N WALLS SHALL N4T BE BAGK FILLEQ UNTI� TNE SLABS-4N-GRADE AND UPPER SLABS ARE IN PLAGE AND REACN FULL STRENGTH UNLESS ADEG2UATE BRACING IS PRQVIDED. PF2OVIDE FREE l�RACNING BAGK FlLL AQJACENT Td FOUNDATION WALLS. USE C3NLY HAND OPERATED TOOLS FQF2 GtJMPAGTION ADJAGENT TO FOUNDATIt}N WALLS. 7. SUBMITTALS AND SUBSTITUTIUNS: A. SUBMITTALS; RE�ER TQ SPECIFICATIC?NS F4R OETAILED REQUIREI�/IENTS.IF TNE Ct?N7RAG70R REQUEST� A GHANGE FRQM THE STRUCTURA� DRAWINGS, IT SHALL BE APPRGVED BY THE ARGHITEGT ANC? DESIGNED BY THE SER. B. CONBTRUGTIQN t�OGUMENTS SNALL NOT BE RERRQDUCED Ft�R USE 1N su�nn�`rra�s. G. SUBSTITUTIClNS, ENGINEERS APPR(�VAL SNALL BE SEGURED FOR ALL SUBSTITUTEONS. D. Nt�NCQNFQRMARICE; NOiIFY ENGINEER C)F CfJNDITIONS N(3T GQNSTR�iGTEQ FER THE Ct�NTRACT DOCUMENTS PRIOR TO PRQGEEDING WITH CC7RRECTIVE WURK. SUBMIT PROPt7SED REPAIR T4 THE ARCFiITECTI�WNERlBUILDER FOFt ACCEP7ANCE. 8. QSHA STANDARDS: A. THE SiRUGTURE 1S DESIGNEQ TC? FUNGTION AS A UNIT UPON G(�MPLETION. N4TNfNG SHOWN ON THE BTRUGTURA� DRAWINGS �NAI.L BE CC�NSTRUED AS ELIMINATING THE NEEQ FC}R 7HE CQNTRACT�R TO GQMPLY WITH ALL t�SHA REQUlREMENTS. B. THE CQNTRAGTC�R SHALL ADR ALL. NECESSARY BO�TS, STIFFENERS, PLATES, STABILIZERS, BRIDGING} BR�CING, BEARING SEATS, COLIlMN SPLICE�, E7G., AS WAL� AS GLOSURE� FC7R t�PENINGS. (N ADDITION, FIELD WELD ANYTNING TNAT MY BE CONSIDERED A TRIP HAZARD, SUCH AS SHEAR S7UDS, A�TER PRUTEGT'1YE DECKING iS iNSTALL.Ep. G. WH�RE iHE STRUCTURAL DRAWINGS APPEAR TO Gt�NFLIGT WITM OSHA REQUIREMENTS, THE STRUCTEJRAL DRAWINGS REPRESENT FINRL CQNDITIC}N ONLY; THE Ct)NTRAGTUR SHALL ADD A�L EFtECTION FRAMING AS MAY BE NECESSARY TQ CQMPLY WITN CiSHA. 9. CaORDINATIQN. A. STRUCTURAL pRAWWGS ARE NOT STAN�-ALQNE DQCUMENTS ANQ ARE 1NTENDED TO BE USED iN GONJUNCTfC}N WITH GlVIL, ARGHITECTURAL, MEGHANICAL, ELECTRICAL, AND DRAWINGS �ROM OTHER DISCIPLINES. TNE GC►NTRACTt)R SHAL�. Ct7QRDINATE ALL REQUIREMENTS OF THE C4NTRACT DdCUMENTS INTQ SHQP DRAWINGS AND WORK. B. ARCHITECTURAL DRAWINGS, DRAWINGS FRQM OTHER DISGIPLINES, P"Rf?JECT SH4P DRAWINGS, AND FIELD Ct3NDITlC}NS PRIOR TLl SHt)P DRAWING SUBMITTAL. SECTION 2 - WCJaD 1. ENGINEERED �UMBER 81ZES ( MICROLAM, PARALAM, TIMBERSTRAND, AND FABRICATEQ MEMBER SIZES) SHOWN ARE NET; C}THER MEMBER S1ZES ARE NOMINA�.. A. ALL COMPOSITE LAMINATED VENEER LUMBER ( LVL} TO HAVE A MINIMUM ALLOWABLE BENDING. STRESS C?F 280Q PSI ( 2800Fb} AND MQDULUS C}F ELASTICITY OF 1,90Q,000 PS1 (1.9E) PER ICC/ICBQ ES 4979. B. A�L CC�MPOSITE PARALLEL STRANp LUMBER ( PSl) TO MAVE A MINIMUM ALLQWABLE BENDING STRESS �F 2854 PS1 ( 285QFb} AND N10DUL11� QF E�AST{GITY 4F 2,040,000 PSI ( 2.OE} PER fCC11CB0 E5 4979. C, MULTIPL.E PLY MEMBEFtS TC} BE NAILED TOGETHER USING 3 ROWS QF '�6d CCIMMON WIRE NAI�S SPACED AT 16" O/C ( UA.N.) D. GOMPQSITE �AMINATED STRAND L.UMBER ( LSt� lS MANUFACTURED BY TRUS JOIST AND SHf.�U�D BEAR THE LABEL OF "STRANDGARD° QR °TIMBERSTAND" WITH A MINIMUM MODU�US OF E�ASTIGITY OF fi,300,000 PSI (1.3E) PER ICC/ICBCI ES 4979. 2. FRAMING LUMBER DRY (19°10 MAXIMUM MQISTURE CONTENT AT TIME OF INS7AI�LATI�N} SHALL BE SHOWN BELdW WITH MWIMUM DESIGN VALUES BASED 4N THE 200� NDS, UNL.ESS OTHERWISE �lOTED. A. EXfiERIOR STUDS: DF N0.2 OR BETiER B. L.C?AQ BEARlNG STUDS ( AND GOLUMNS ASSEMBLED FROM STUDS} : DF N0.2 C3R BETTER G. NON-LC)AD BEARING INTERIOR STUDS: DF STUD 4R BETi'ER D. HEADERS AT TYPICAL OPENINGS: DF NQ.2 OR SEITER E. 2°-4"" NOMlNAL MEMBERS: DF I�U,2 OR BETTER F. 5'" NOMINA� ANQ LARGER MEMBERS: E7F N0.1 t�R SET{'ER 3. NAILING: A. UNLESS NOTHED QTHERWISE ON THE DRAWINGS, PRQVIDE BOX NAI�S WITH SIZES SHOWN ON THE DRAWINGS. MINIMUIM NAiLING SHALL BE (N ACC(�RDANCE WITH THE NAILING SCHEDULE PER IBC2009 TABLE 23Q4.9.1 UNLESS NC}TED C?THERWISE ON [?RAWINGS . T2FPT.A('R. T�AMAC:F.T� 6X6 FOST PER PLAN M '� ! • � � ! • ! • • ` • • C ' • � ABA66 POST BASE - USE LEVELING GRC}LTT AS FtEQUiIZED. 5/8" DIA x 6" THREAD�I? R4D SET 1N HILTI HY-150 EPDXY OR BQUNALENT. MIN 4" EMBBD. (! � � � ! � i i�z„ m 1�,�„ .�� .� � � �� .��.��'� . " r'` �-�- � �� e �. � � �� , �� $� ��;� �. � "t� � � � �,,.� �.:>,� � , �� x� � �r i j � r � r 11 �32 USWEGCI STREET HE�iDERSt�N, CO 8064a PH4NE: { 303� 6�5-9118 FAX: � 3Q3) 655-911 � WWW,CE'C1S�J�C8.G0t11 •► r ! 1 � r� w , i r �r ♦ • r i� � .•' �l.� . � s �r C�� r�`► t � �V�� V�[V��t'1� l✓� [M.y L�\.r. ALL RIGHTS RESERVED. 7HE INFORMATIOIV DEPfC7E4 ON TNI3 SHEET IS THE S4LE AROPERTY OF CENSPACE, LLG AND NQ PAR7 QF THIS INFORMATION MAY BE REPRODUCEb IN ANY FC1RM WITHQU7 TH8 WRITTEN PERMISSION OF CEN5PACE,ILC � sr � � ♦ 1 !+ �� . . � � • � � �.� ��,�� .�.-�-�; -��....� : � .. �� `�f �� IA� 14� I! � . � "` : a a � � a �i • , i �� * ♦ � � 1 ■ � � }� 1,� � � � � :�� :< � i I I { I CONG CABS ON� "~•�. I � � LJ LJ �� P�� L� LJ BL7ILDTNG "L" - EAST ELEVATIQN hidTES: CONTRAGTOR TQ VERIFY ALL DIMENSlONS. SCALE: 1/4" = 1'-0" �.. 3RD FLt?OR LEVEL 2NI? FL04R LEVEL GRpUND FLOOR LEVEL I 1 � � LJ � 5 5 { E) DECK RAILING WITH 4X4 PdSTS ANR 2X2 PICKETS (TYP.} 2 REPLACE DAMAGED 2X12 R1M BOARD QNLY � CONNECT POST RAiI.ING W/ {2) - 112" pIA. THRU BOLTS WITH NUT AND WASHERS (TYP.) I 1 � � �� 12" x 12" SG2UARE ( � C4NC CASSION � I `�p�' L J BLTILDING "K" - EAST ELEVATI{�N NOTES: CONTRACTOR TO VERIFY All DIMENSIONS, SCALE: ii4" =1'-0" � � � � L� � � f�� i�" f �L �� Bt.T.ILDTNG "'L" -�RD FLt)QR DECK FR:AMING ARTIAL PL BLTILDING "K`" - 3RD FLQOR T3ECK. FRANfIl�tG {PAR.TIAL PLAN� NOTES: CON7RACTOR TO VERIFY ALL DIMENSIONS. SGAIE: 114" = 1'-6" NOTE3. CONTRACTOR TO VERlFY ALL DiMENSIONS. SCALE: 1/4" = 1'-0" BtTILDII�iG "L" - 2ND FL{�C}R DEGK FRAI��ITNGr ARTIAL PL BUILDING "K" - 2ND FL04R DECK FRAMING (PARTIAL PLAN} NQTES: CONTRAC'f4R TO VERIFY ALL DIMENSIONS, SCALE: 114" = 1'-0" PldTES: GONTRACTOR TO VERIFY ALL DIMENSIONS. SCALE: 114' = 1'-0" � � � � w � � �r � �, , � l, PRQVIDE 6X6 BEAMS UNDER DECK JOISTS WITH 6X6 POSTS AT 8'-0" O.C, (Iv9fAX.) F4R SHORING. BLOCK SOLID THR.CIUGH DEGK FRAMING. 2. REMO�E AND REPLACE DAMAGED 2X12 RIM B(3ARI? .AI�ID/{�R 2X10 LEDGER SECTI4NS SHOWN HA.TCHED. NAIL EACH MEMBER TQGETHER WITH F4UR RC�WS OF l Od NAILS AT 16'" 41C. STAGGER NAILS EVENLY SETWEEN EACH PLY. 3, REPLACE DAMAGED 2X10 JOISTS SHOWI�i H.ATCHEia. 4. REFLAGE FIRST T�[R.EE CQURSES QF T&G DECKiNG AS INDICATED. 5. REPLACE DAMAGELi 6X6 P(7STS AS INI3ICATED. 6. F.�ATTAGH ANDIOR REI�LACE D.AMAt'xEQ PORTIONS C3� �[ANDRAIL. 7. ENSURE EACH END OF EACK JOIST IS ATTACHED TO SUPPORTING FRAMING WITH SIMPSON LU26 (SINGLE JOIST) aR LU26-2 (DOUBLE JQIST) PER MANUFACTURER'S SPECIFICATIQNS. 8, REM4VE SHORING.AFTER FRA.MING IS IN FLACE AND FULLY SECUREI7. NQTES: t�) _ ��s��T�, m� _ �w ALL I}AMACxED MEMBE1tS T4 BE REPLAGBD WITH TREATEII LUMBEI2. REFER. TC? SHEBT SG.1 FC7R ALL 4THER LUMBER SFECiF3Ct�TIC}NS. � ��"�� `� �� a � � � � � CEN�PA�E, LLC . .. . � 1332 OSWEGC} STREET � � � r i � 1� 1 PNC�N�: � 30�) fi5�-9118 FAX: { 3�3) fi55-9116 www.censpace.com ..! � . r r . . � � � r r i� • .•• �i.i � i : • � � � . a �o�� cEr�sPa�cE, �.�.c: ALL RIGHTS RESERVED. TH@ INFORNtATION DEPtCTED ON THIS SNEET IS THE SC1LE PROPER7Y OF GENSPACE, LLG AND NO PAR7 OP THIS INFORMATION MAY BE REPRODUCED IN ANY FORM WITNOUT 7HE WRIiTEN PERMISSIf7N OF cer�s�AOE, ��c � w . � 1 l �+ . �r-wt�t r'�� ' �� . t, . �� ' " � � � • �:I �1 � # � . • � � . � � � L � , . � -� • � - BUIL�ING JURISDIGTIUN: TQWN OF VAIL, CO JURISDICTION'S ADOPTED C��E: IBCi{RG 2009 BUI�DiNG DESIGN LOADS: DEGK LIVE L(?AD; 10Q PSF a�cK ��aa �o��: �� s� WINQ DE�IGN: 9d MPH, EXP. B SEfSMIG DESIGN GATEGQRY; C 1. DEFINITI4NS: A. ENGINEER, REFERENCES UN THE STRUCTURA� DRAWiNGS TO 'ENGINEER' MEAN THE STRUGTURAL ENGINEEFt C>F RECQRa ( SEt�} . cJTNER ENTfTiES ARE SPEGlFICA�LY NQTED AS "GONTRACTOR'S ENGINEER", °MECHANICAL ENGINEER'", ETC. 2. THESE NCITES SUPPLEMENT THE SPEClF1CATIC.�NS, WMICH SHALL BE REFERRED TO FOR ADDITIONA� REG2UIREMENTS. 3. UN[�ERGR4UND UTI�ITiE�: LOCA7E EX1S71NG UTlLITIES, AND NCiTIFY ENGiNEER OF EXISTiNG UTILITIES OR SUB Gi3ADE GC)NDITIC}NS WHICH INTERFERE WITH WC1RK, 4. EXISTING STRUGTURES: A. CONTRACT RQGUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATICIN A8 PERMITTED BY ACCESS RESTRiCT10NS DURING DESIGN. B, DURWG Gt)NSTRUCTION, THE CONTRACTOR MAY ENCC�UNTER EXISiING CC?NDITIONS WH1GH ARE NQT NQ11V KNQWN QR ARE A7 VARIANCE WITH PROJECT DOGUMENTATlC}N ( QI�GQUERY} , C. CONTRACTOR SHALL Nt?TIFY TNE ENGINEER O� ALL CQNDf714N� NOT PER THE CON7RAGT aUGUMENTS. EXAMPLES INCLUDE: * SIZES C7R DIMEN�IQNS C}7HER THAN THOSE SNOWN, * DAMAGE C}R DETERIQRATION TO MATERIAL.S AND COMPONENTS. « C4NDiTIONS OF INSTABI�ITY' aR L,AGK 4F SUPPC)RT. •�UNl"RAGiQR SHALL MAKE ALL�WANCE FOR THE RESOLUTION OF SUGH DISC�VERIES ►N THE G4N8TRUCTfQN AND CUNTINGENCY FEE SCHEDULES. 5. IfSE Ofi DRAWINGS: A. DO NOT SGALE DRAWINGS. B. 11�1NERE pISGREPANCIES OCCUR BE7WEEN PLANS, DEiAILS, GENERA� NOTES AND SPECIFICATIONS, THE MORE STRINGENT REt�UIREMENTS SHALL GQVERN. DETAILS UN DRAWWGS TAKE PR�CEDENCE dVER GENERA� NQTE� AND TYPICAL pETAII�S. �ETAILS NOTED TYF'IGAL APPLY T4 ALL SIMILAR CQNDITIONS. WHERE N(J SPECIFIG DE7AI�S ARE S�HOWN, Ct?NSTRUCTIQN SHALL CC7NFORM TO SfMfLAR WL}RK ELSEWHERE ON THE PROJEGT OR STANDARD CC}NBTRUGTIlaN PI;ACTICES. 6. TEMPORARY CONDiTi�NS: A. iHE STRUGTURE IS DES(GNED Tt3 FUNCTIC3N AS A UNIT UPON COMPLETION. 7HE CONTRAC7�R tS RESPONSIBLE FC}F2 FURNlSHING ALL.TEMi'ORARY BRACING ANDIC)R SUPPORT THAT MAY BE REQUIRED AS THE RESULT CJF THE GONTRAGTOR'S Ct�NSTRUGTIQN METHOQS ANa/OR SEQtJENCES. CONTRAGI"OR'S GCtNSTRUCTI4N AND/4R ERECTiC?N SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS C7F THERMAL MOVEMENTS 4F STRUCTURAL ELEMENTS DURING THE GQNSTRllCTiQN PERIOD. B. F4UNDATIQN WALL,S SHA�L NOT BE BACK FI�LED UNTlL TNE SLABS-ON-GRADE ANQ UPPER SLABS ARE IN PLACE ANQ REAGH FULL STRENGTH UN�ESS ADEQUATE BRACING IS PRC?VIDED. PRt}VIDE FREE RRAINlNG BAGK FILL ADJAGENT TO FQllNDATION WALLS. USE ONL.Y NAND E3PERATED T40LS FQR �t�MPACTI4N ADJAGENT TO �UUNDAI"It�N WA�LS. 7, SUBMITfAL5 AND SUBSTITUTIONS; A. SUBMITT'ALS: REFER TO SPECIFICATIQNS FOR DETAI�.ED REQUIftEMENTS. IF TNE CONTRACTOR REQUE�TS A CHANGE FRC�M THE STRUC7URAl. DRAWINGS,IT SHALL BE APPROVED �Y THE ARCHITECT ANQ DESIGNED BY THE SER. B. CONSTRUCTIC}N DC7CUMENTS SHALL Nt�T BE REPRODUCED FOR USE IN SUBMtTI'Ai.S. C. SUBSTITUTIQNS: ENGINEERS APPROVA� SHALL BE SEGURED FC)R ALL �UBSTITUTIONS. D. NONCQNFtJRMAiVGE: NQTIFY ENGINEER QF CONDI710N8 NQT CONSTRUGTE[} PER 7HE CONfit�AGT DOGUMENTS F'RIQR 7Q PR{�CEEDING WITH Ct}RRECTlVE Wt3RK. SUBMIT PROPC?SED REPAIR Tt3 THE ARCNfTECT/QWNERIBUILDER FQR ACGEP7ANCE. 8. OSHA STANDARDS: A. TNE STRUGTURE IS QE5IGNED fi0 FUNCTIC}N AS A UNIT UPQN COMPLETIt�N. NOTHING SHOWN 4N 1'H� S7RUCiURAL DRAWlNGS SHA�.I. BE GC}NSTRi1ED AS ELiMiNATING THE NEED FOR THE CONTRACTQR TO COMP�Y WITH A�L �SHR REQUIREMEIVTS. B. THE CONTRACTC7R SNALL ADD ALL NECESSARY BULTS, STIFFENEFtS, PLATES, STABILIZERS, BRIDGfNG, BRACiNG, SEARfNG SEATS, COLt7MN SPLICES, ETC., AS WALL AS GLUSURES FC}R OAENINGS. IN ADDITlON, FIELD WELQ ANYTNING THAT MY BE CQNSIDERED A TR{P HAZARD, SUGH AS SHEAR STUDS, AFTER PRO7EGTIVE DECKING tS INSTALLED. C. WHERE THE �TRUCTl1RA�. DRAWINGS APPEAR TC� CQNFLIGT WITH QSHA FtEQU1REMENTS, THE S7RUCTURAL DRAW(I�GS REPRESENT FINAL CONDITION QN�Y; THE CONTRACTOR SHALL ADD ALL. EREC7IC)N FRAMING AS MAY BE NE�ESSARY Tt� COMPLY W{i'H �SHA. 9. COORDINATIC7N: A. STRUCTURAL DRAWINGS ARE NOT STAND-ALONE Df�CUMENTS AND ARE INTENDED T4 BE USED IN CONJUNCTIC}N WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWiNGS FROM OTHER DISGIPLINES. THE CQNT(�ACTOR �HALi. COQRDINATE ALL REQUIREMENTS QF THE �C}NTRACT RQCUMENTS ItVTQ SHt7P DRAWINGS AND WQRK. B. ARCHITEGTI�RAL DRAWINGS, DRAWINGS FRQM (3THER DISGIPLiNES, PRCIJECT SHC?P DRAWINGS, AND FIELD CONDITI(�NS PRIQR T4 SHC?P DRAWING SUBMITTA�. , SECTI4N 2 - WOC7D 1. ENGiNEERED L.UMBER SIZE� { MIGROLAM, PARALAM, TiM�ERSTRAND, AND FABRICATED MEMBER S#ZES) SHOWN ARE NET; OTHER MEMBER SfZES ARE NOM)NAL. A. ALL GQMPOSITE LAMINATED VENEER LUMBER ( LVL) TC1 HAVE A MINIMUM ALLOWABLE BENDING. S7RESS OF 28Q0 PSI ( 280QFb} AND MODULUS OF ELASTICITY OF 1,9Q0,000 PSI (1.9E} PEt� ICC/ICBt? ES 4979. B. ALL CC3MPtaSfTE PARALLEL STRAND LUMBER ( RS�) TO HAVE A MIN(MUM AL�QWABLE BENDING STRESS C}F 2$50 PSI ( 2850Fb} AND MODULUS OF ELASTIC(TY OF 2,000,004 PSI ( 2.Qq PER fCC/iCBO ES 4979. C. MULTIPLE PLY MEMBERS TQ BE NAILED TOGETHER USING 3 ROWS OF 16d GCiMMC1N WIRE NAILS SPACED AT 16" O/C ( U.C?.N.} D. COMPC�SITE LAMINATED STRAND LUMBER ( LSL) IS MANUFAC7URED BY TRUS JOIST AND SHOUL.D BEAR THE L.ABEL C3F "STRANQGARD" OR '"TIMBERSTAND" WITH A MINIMUM MODULUS OF ELASTICITY OF 1,300,000 PSI ('1.3E) PER ICC/ICBO ES 4979. �. FRAMING LUMBER DRY (19% MAXIMUM MdISTURE CQNTENT AT TIME OF INSTALLATItJC� SHALL BE SHUWN BELOW WITH MINIMUM DESfGN VALUES BA�ED C1N 7NE 2005 NDS, UNLESS OTHERWISE NC?7ED. A. EXTERlOR STUDS; DF N4.2 OR BETi'ER B. LOAD BEARING STllDS ( AND CC}LUMNS ASSEMBLED FR4M STEJDS) ; DF NO,2 OR BETTER C. N4N-LOAD BEAR(NG INTERIOR STUDS: DF STUQ QR BETTER 1]. HEADERS AT TYPICAL OPENINGS; DF N0.2 OR BETTER E. 2"-4° NOMINAL MEMBERS: DF N0.2 GR BETTER F. 5° Nt3MINA� ANCt LARGER MEMBERS: DF N0.1 OR BETTER 3. NAI�ING, A. UNLESS NOTHED OTHERWISE 4N THE DRAWiNGS, PROVIDE BOX NAILS WITH 5fZES SHQWN ON THE DRAWINGS. MINlMUIM NAILING SHALL BE IN ACGORDANCE W1TH THE NAILING SCHEDULE PER IBC20d9 TABLE 2304.9.'1 UNLESS NOTED CiTHERWISE ON DRAWINGS. RRPT.A (".F.17dMAC,RTl bX6 PC1ST PER PLAN i �. � . i �ra„ v ��,� 0 I}AMAGET� 6X6 PO"�T Ta �e� z��,AC�� ABA.�6 P(7ST BASE - USE LEVELlNG GROUT AS �t�uz��. 5/8" DIA X 6° THREAI3$I� ROD SET Il�l' HILTZ HX-1S{1 EPDXY 012 BC�UIVALENT. MTN 4'" EMBEU. � � � � � � ��,�u ��.�� °�� l � --r�.. �. �� r �.� �� o a� - ��o m.� ��.�.��...,�a�..��HI�. i � • r � �r 11332 (�SWEG4 STREET � - s •:�.-f #��iONE: ( 3Q3} 655-9118 FAX: � 3t33} � a5-�11 fi www.censpace.cam ■r �r � � . r . ! i . . � . . i� • .!• �!.! . r i � !• • {� 2012 CENSPACE, L.L�: A41. RtGHTS RESERVED. THE INFORMATION DEPICTED ON THt3 SNEET IS THE SOLE Pi2Qf'ER7Y OF CENSPACE, LL.0 AND Nd PART C5F TNIS INFORMATION MAY BE REPRODUCER IN ANY FORM WITHOUT fiHE WRIT7EN PERMiSSiON OF CENSPACE,LLC ••� � 1 a �♦ � � Qf ��1 t� r�� ,' . . �. � 1 � � � � i � ' II �I III I - �i �• '"': ' i� � ��; "^ �� ; �� ... �- �i..� i: � i : !1 s� � � ! M � ■ BU�LDTNG "L" - EAST ELEVATIC?N NOTES: COFlTRAC70F2 TO VERIFY ALL DIMENSIdNS. SGALE: 1/4" = P-0" ROQP LEVEL 3RD FLQQR LEVEL ZNL} FL4QR LEVEL GROUNI7 FLOOR. LEVEL 1 I � � �J I � � � ! I � �I , I , 5 5 ( E7 DECK RAlLING WITH 4X4 POSTS AND 2X2 PICKETS ( TYP.) � � � � 3 I �I I 2 REPLRCE D'AMAGED 2X12 RIM BOARD ONLY � CQNNECT POST RAILING W/ (2) - 1I2" DlA. THRU BOLTS V�/ITM NUT AND WASHERS {7YP.) I I � � �� 1!2" x 12" SQUARE I ( GONC. CASSION � � c rr�.� L J BUILDING "K" - EAST ELEVATiON NOTES: CONTRAC70R TO VERIFY ALL DIMENSIONS. SCALE: 114" = 1'-0" � �' � �' LJ BtTILI7ING „L" - 3RD FLtJC?R DECK FRAl��Il1rTG (PARTIAL PLAN) BUILDING "K" - 3RD FLQC?R DECK FI�:AMING {PARTIAi, PLAN� NdTE5: CQNTRACTOR TO VERfFY AlL DIMENSIONS. ��A�� 4� _��-0" NOTES: CONTRAGTOR'f0 VERIFY ALL DIMENSIONS. SCALE: 1/4° = 1'-0" � _ BUZLDTNG "L" - 2ND FLOC3R. I7ECK FRAh�T,NG (PARTI.A.L PLAN} BUILDTNG "K'� - 2ND FL04R DECK Fi�AI��IING �PART7AL PLAN) SGALE: 1/4" = 1'-0" NOTES: CQNTRAC70R TO VERIFY A�� QIMENSIONS. SCAL6: 1!A" = 1'-0" � � � � • � 1 � R w � ' r 1. PROViDE 6X6 BEAMS UNDER DB�K JOISTS WITH 6�b POSTS AT 8'-0"' O.C. (MAX.) FOR SHORINCr. BLOGK SOLII) THRC}UGH DEC�4 FRAMING. 2. REMOVE AND REPLACE DAMAGED 2X12 RIM �OARD ANDlOR 2X10 LEDGER SECTIQNS SHOWN HATCHED. NAIL EACH MEMBER. TOGETHER WITI� FOUR RnV1VS (�F l Od NAILS AT 16" O/G. STAGGER NA.I�S E�ENLY BETWEEN EACH PLY. 3. REFLACE I?AMAGED 2X10 JOISTS SHt�WN HATCHED. 4. REPLACE FIR.ST T�[REE CC?URSE� t�F T&G DECKINCr AS INDICATEL). S, �EPLACE DAMAG�D �X6 POSTS AS YNDICATED. 6. REATTACH AND/QR �2EPLACE DAMAGED PORTIQNS OF I-�A�IDRAIL, 7. ENSURE EA�H END QF EACK Jt7IST IS ATTACHED TC7 SUPPORTING FRAIVI.�IVG WITH SIIV�PSQN LU26 (S.�NGLE JOIST) OR LU26-2 {DOUBLE JOIST) FER MANLI�ACTURER`S SPECIFICATIdNS. 8. REMOVE SHORING AFTEEZ FRAMING IS IN �'LACE AND FULI�Y SECUR.ED, NOTES: (F) = EXISTING, (N} = NEW ALL 4TH�R LtJIv1BER SPEGIFICATIONS. �:z?i1i1�"# �� 5+�� .�� r ��`��m�� .":..�.� ..� rI 3�/ L��.w�. � � � .��. � � ��._..�.��,��w� �� a �.�� CEN�PAC�, �L� �TRUCTURAL. ENGINEEF�ING � 1332 C?SWEGU STREET r • • � :�.� � PHt�NE: ( 3U3) 655-9'I 18 FAX: ( 303) 6a5-9� 1 �i www.censpace.com ..� � . � • . . �r r � � � :i • .s- 's.• . r : • � r � C� 2Q12 CENSPACE, �LG: At� RfGHTS RESERVED. THE INFORMATION DEPIGTED ON THIS SHEET IS THE SOLE PRQPERTY OF CENSPACE, LLC ANO NO PRRT OF 7HIS INFORMATION MAY 8E REPRODUCED IN ANY FdRM WfTF40UT THE WRI7TEN PERMISSIQN OF CENSPACE,LIG � � � ! !, ♦ �: '' � � " ��`'' ,,+. �► �. #� . .. _ a ,. �� ! ' � ! �I , I I'I � . I II 1 ! : 1. �' • .1 " � � ��i ��r+ �"�e� Nt�� IIIVUIIII�� i�u��"u� �' � � � iI x.� h h'Y �I� �� tK�� i�a' �� III�V �`� y� .k; $` ri t ss � � ..k� F� ,�. .. �: � ! : il � � � � , �