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B12-0500 Plans Approved
EX15T1N�z 2X12 lUD_ BE,4MS TQ BE REPLAGEi�_ RE� STf2UG1URA� I i � s w ,:, • • :. — . � .. �. - - • EXI�'aTINC� 2Xro DE 7C.� i2�MAIN TYF'_ EXI�TINC� (vx� UJC Pc��7�'v~ ANt7 DEG R�4ILINC� 7Q REM, TYP. EXI�TINC� 2XG.� C.�E TC? REM�41N TYP_ � c�` � �� �.�* � � � � � � �� �� ��� .� �� � � � � �C.��i �.: �� d�.� ��L�.�� � �i '� � i� '�'� "��i,+�. ��.��'�'"r` �t�tW.�. � � �E�QNQ LEVEL P�AN a i.c� s�e��.�; i f�"=1, _ o~ EXIBTINC� C4NG. CC7LUMN FOC�TINC�B TO BE REPLAGED A5 REC�UIi�ED_ REe �7RUGTU�AL ExISrINC� Sx12 U1D G4LUMN� TC? BE RE -USEC7 E�15TINC� t�EGtG ,4BC»/E ^ �� � �� ����� � � �����x �, � ����������p t ���4 ��I.�. �.�.,,.a.. �# ���m � � � �w�.� EjCiSTIN� t�ECi�. ,4BC,�VE — E?�I�TINC� GG�NC_ C �Oc�T (NC��'a TO BE REPLAGED �4� REG2UIF�ED. RE� STf�UCTI�RAL •,, ,.,, ♦ ♦ :.' ... � . ,� � - C�E�IERAL NOTES: i. ALL DIMEN514N5 5NALL BE FIELC7 VERIFIED U11TN EXI�aTiNG CONDITI4N�, IF 81GNIFICANT DEBCREPANCIES ARE Fc�UND, AE2GNITEC7 ANC7 STRUGTURAL ENCxIt�EER ARE TO BE i*lOTIFIEt7. DQ NOT �G.4LE DRAUI1NC�s8_ 2_ COf*lTRAGTOR �NALL BE F2E�PON�IBL.E Fc�R M,41NT�lNINC� TEMPC�RARY SERvIGE� SUGH A5 F'G>U1ER, L1C�zNT, NEAT, ENCL05URES, IUATER, SANIiARY FAGILITIES, ERUSIQN ANp �EDIMENT CC�NTROL, TEMPC7R,4R1' CC7NSTRUGTION FENCING, TREE AND PLANT PRC?TECTION, ANL7 TRA5N 12�MOVAL ADE�2UATE TC7 MEET REQUIREMENT5 4F TOt�A�I OF V,41L, MAINTAIN SAFETY GF TNE 51TE, AND MAINTAIN QUA�LITY, FOF2 TNE DURATION OF GC7N5TRUCTION. 3. GO�lTRAGTOR BNALL MAINTAIN QUALITY CONT�?G7L OVER SLIPPLIE�a, MANUFAGTURERS, PRODUCTS, SERvICES, SITE CONCaITI�NS Ah1D t1,�RKMANaHIP TO PRC?1�UGE TNE G2UA�ITY LEvEL SF'ECIFIEQ IN ALL GA�E�_ .4_ ALL PRC7DUGT5 5HALL BE (N�TALLED STRIGTLY PER MANUFAGTURER'S RECOMMENt�ATIC.�NS AND/t�R STANDARC? TRA[7E GC7UNCIL C�LIIDELINES. 5_ GC7MMENCEMENT OF UJORK C?VER PREVIC�US t�1C)RK INC>IGA'TE5 TNAT' (N�TALLEF2 NA� REVIEUJED TNE PREVi0u5 UJDRK AND ACsREES IT I� ACGEF'TABLE A5 A�UB�vTRa7E FC?R N15 UJORK. �o. ,4LL CC?NTRAC�TC7RS� ARE R�5PCaN�a18LE FOR REP,AIRING� OF2 REP�.AGIN�x ANY DI�`v-iURBEC> C7R pAMAC�ED MATERIAL� Dt�RINCa� THE �GOPE OF TN15 PROJEGT� BUILDINC� CGDE: TDIUN OF VAIL 2��`� INTERNA710t�1,4L F2E81DEt*1TIAL GC,�DE 2QC�9 (NTERNATit"�NAL PLUMBING CC7DE 2s?��9 INTERNA7IC�NAL MEGNAI�IICAL �► — .� �1,� ,ARGHI7ECTURAL FLC?C7R PLAN� S1.ta 5TF2UCTURAL C�xENER�4L NC?7E5, FC7�JNUATIG�N F'L,4N � [�TL�_ 52.� STRUGT�lAL MAIN LEVEL C�ECi<. FRAMIN� F°ANCC� d E�TLS_ F-NC7TC� DESCRIF'TIC,�N� OF E}C1�TINCz GG�NDITIQN� I T t""'. 1 BASEM�I�T L�VEL PLA A1.0 �CALE; 1 /4"=1'-C►" ��� � � � 'M • 11 a. t _ ��� 11►� ►., . • «. .� ..: � �� ��� . . . , �� � # i. �i �� � . � s � • i �i a � • � .. � � . rt� s� .• � � i � � �; � �� a��: �.� �.� z D.R.B� SUBMITTA�L: J.21.12 PERNIIT SUBMITTA.L: �.2�.12 -,. � ri �. � .,.,- . � . �l _ � ��• . �� � ���� GENERAL NOTES: 223 BEAVER DAM DECK REFURBISN JQB#0109-12 DESIGN GRITEF3IA: DECK LIVE L�AQ: 100 PSF DECK DEAD Lt3AD: 12 PSF BASIC WIND SPEED (3 SEG GUSI): 90 MPH WIND EXP4SURE: B SEISMI� DESIGN CATEG�RY: C IBC EDITIC?N: 2009 FOUNDATIQN DESIGN: 1. THIS FOUNDATION HAS BEEN DESIGNED BASEQ 4N THE RECQMMENDAT(ONS SE1' FQRTH IN GEQTEGHNIGAL REPC}RT #112 300A Bl` HP GEC}TECH, INC. CQNSTRUCTIC}N C?F THIS FOUNDATIQN SHALL FOILOW TNE REQUIREMENTS F(�QM TH1S REPC}RT. 2. DESIGN C?F FOC7TINGS 1S BASEQ ON A MAXIMUM ALLQWAB�E BEARING PRESSURE OF 2000 PSF. 3. SOlL VALUES AND CQNDITiQN5 SHAL� BE VERIFIED BY A FiEPRESENTATIVE 4F THE GEOTECHNICAL ENG(NEER AND ANY REQUIRED SPECIAL INSPECTIC)N FC?R SOfLS AS INDIGATED 1N SECTION 1704.7 OF TI-iE 20091BC, REPC?RT ANY DISCREPANCIES �R(�M TNE ORIGINAL FIND{NGS TC} iHE STRUCTURAL ENGINEER. b 4. FOQTINGS SHALL BE PIACED BELOW FRQST QEPTH C?N U(�DISTURBED SOIL OR C1N STRUCTUFiA� FILL C4MPAGTED AS REQU(RED BY THE GEDTECHNICAL ENGINEER, 5. PR4VIDE PERIMETER F4UNDATI(?N DF3AINS PER THE GEfJTECHNICA� ENGiNEER RECOMMENDATIQNS. STRUGTURAL MAS�NRY: 1. LOAD BEARING GONCRETE MASONRY UNITS SHALL Ct7NFORM TC} ASTM C90 S7ANDAFiDS 2. MQRTAR SHR�L CONF(3RM TQ ASTM C270 ANQ ARTICLES 2.1 AND 2.6 A t�F TMS 602/ACI 530.i/ASCE 6, EXCEPT FOR MC}FiTARS L(STED IN SECTION 2103.9,2103.10 AND 21Q3.11 QF THE 2009 (BC. D(� NC3T USE ADMIXTURES UN�E�S APPROVED BY STRUCTURAL ENGiNEER. 3. GRC3UT SHALL G(�MPLY T� ARTICLE 22 QF TMS 6021AC153Q.1/ASCE �. UN�ESS OTHERWISE REt�U1RED, PROPOR710N AND M{X GftQUT t?THER THAN SELF-CQNSOLIDATING GRC7UT IN ACCCiRDANCE W1TH THE REQUIREMENTS ClF ASTM C476. MINIMUM GROUT COMPRESSIC�N STFiENGTH EQUAf� fJR EXCEEDS f'rrt, BUT N4T LESS THAN 2fl00 PSI. 4. MASONRY SHALL HAVE A M(NIMUM 28 QAY GQMPRESSIC}N STRENGTH (�F f'm=1500 PSI. 5. PRdV{DE {2)-#5 BARS EXTENDING A MINIMUM OF 2 FEET BEYQND EDGES OF UPENWGS (BQTH VERTICAL GROUTED GELLS AND HQRIZONTAL GROU7ED 80ND BEAMS). 6. MASONF�Y WALLS SHALL BE GROUTED IN CELLS G(7iVTAINING STEEL REINFQRCING UNLESS AUTH(7FifZEQ BY THE STRU�TURAL ENGINEER. 7. STRUCTURA� MASONFiY SHAL� BE LA1D UP RUNNING BOND WCTH EXPOSED JOINTS TOOLED. REINFORCED CONCRETE: 1. C{?NCREiE DESiGN IS BASEII ON THE M4ST CURRENT PUE3LICATIC}N t7F "BUILDING CC}DE REQUIREMENTS FOFi REINFORCED CfaNCREfE" (ACI 318). 2. STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28 DAY CC?MPRESSlVE STRENGTH OF 30Q(� PSI. 3. CC?NCRETE SHA�L BE PFiOPC)RTIONED USING IYPE (-II SULFATE RESISTANT CEMENT. DO NQT USE ADMIXTURES CONTAINING CHLORIDE SALTS. 4. FOR COLD WEATHER GONCRETING PR�CEDItRES REFER TU THE "ACI MANUAL C}F CUNCRETE PRACTICE.° 5. EXPANSI�N ANCHORS SHAL� BE LQCATED NO �ESS THAN 6 BOLT DIAMETERS FRC}M GONCRETE EDGES AND SPACED AT N(.� LESS THRN 12 B�LT DIAMETERS UN�ESS NC7TE� QTHEFiWISE. 6. CONCRETE FLOOR SLABS ON GFiADE SHALL HAVE SAWN UR TOC)LED CC7NTI�OL JC�INT� AT A MAXIMUM SPACING C?F 12 FEET IN EACH DIRECTIQN. IF P�SSISLE, LQCATE CQNTRC?L JQINTS A�UNG CC3LUMN GRIDLWES. 7. �QNCREfE COVEFiAGE FOR REINFORCING STEE� (ACI 318-95): . CONCRETE CA�T AGAINST AND PERMANERlTLY EXPC3SED T4 EARTH: 3° . CQNCRETE EXPOSED TO FARTH QR WEATHER: . #6 BAR THROUGH #18 BAFi: 2" . #5 BAR, W31 C?R D31 WIRE, AND SMALL.ER: 7 1/2" . CONCRE7E NQT EXPQSED T(J WEATHER NQR iN CONTAGT WITH GRQUND: . a. SIABS, WA�LS AND J{31STS {#11 BAR AND SMA�LER); . #14 AND N418 BAFiS: 1 1I2„ . #11 BAR AND SMA�LER: 3J4"' . b. BEAMS AND CQLUMNS: . PRIMARY REINFC1ftCEMENT, 71ES, STiRRUP�, SPIRALS: 1 1/2" REINFORCING STEEL: 1. EXCEPT WHERE 4THERWISE N4TED, REINFORCING BARS SHALL BE GRADE 60 EXCEPT TIES, FIELD BENT BARS AND BARS TO BE WELDED WHICN MAY BE GRADE 4fl. ALL REINFC}RCING BAftS SHA�L CONFC?RM 70 ASTM SPEC. 2. FC}R BARS #8 AND SMALLER, tAP BARS 36 DIAMETERS AT SP�ICES If� GC3NCRETE. DC} NC}T WELD OR USE MECHANICAL SPLIGING DEVICES UNLESS APPROVED BY ENGINEER. 3. HORIZONTAL BARS SNALL BE CUNTINUOUS C?R tAPf�ED WITH CQRNER BARS AT CO(�NERS. PEiQVIDE (2}-#5 BARS EXTENDfNG A MINIMUM {�F 2 FEET BEYOND EDGE OF A�L tJPENINGS OR STEPS. 4. EXTENQ REINFORCING STEEL. A MINlMUM OF 2 FEET THRC7UGH CO�D J01NTS. COORDINATE A�L CQLD JOINT �t�CATIONS WITH ENGINEER. 5. WELDED WIRE FABRIC SHALL CC}NF�'iRM TC? ASTM SPE�, A-185. LAP WE�DED WIRE FABRIC A MINCMUM OF NVO FU�L MESH GRIDS. STRUCTURAL WOOD FRAMING: 1. EXCEPT WHERE NOTEQ UTNERWISE, A�� 2" NOMiNAL LUMBER EXCEPT STUDS S�IALL BE DQUG(AS FIR-LARGH #� AND BE'il`ER. A�� SOLID TIMBER PQSTS AND BEAMS 3" NC}MINAL AND WIDEI� SHALL BE DC3UGLAS FIR-(ARGH #2 UNLESS NOTED OTHERWISE C7N PLAN. 2. BC}LTS USED #N FRAMfNG C4NNECTifJNS SHALL BE INSTAL�ED WITH STANDARD WASHERS AND NUTS. 3. REFER TQ THE 20091RC TABLE R602.3(1) OR 20fl9 IBC TABLE 2304.9,1 F�R MINfMUM FASTENI�IG SCHEQULE. A COPY {�F THIS TABLE CAN BE PROVIDED UPQN REQUEST. AS STATED IN SECTION 2304.�.5 C?F THE 2p09 !BC SECTIQN 23{74.9.5: FASTENERS IN CONiACT WITH PRESEFiVATIVE-TREATED AND FIRE-RETARDAN7-TREATED WOC}0 SHALL BE OF HQT-DIPPED ZINC-COATEC� GALVANIZED STEEL, STAlNLESS STEEL, SILICQN BRQNZE 4R COPPER. FASTENINGS FOR W4U� FC}t�NDATIONS SNALL BE AS REQUIRED iN AF&PA PWF. 4. UNLESS NOTEt� C}THERWI�E, STEE� CONNECTORS SHA�� BE USED TQ JOlN RAFTERS, JOISTS ANQ BEAMS SUCH AS SIMPSC}N STRONG-TIE CONNEGTORS C}R EQUIVALENT. CONNETORS THAT ARE USED IN EXTERIOR APPLIGATIONS AND IN CONTACT WITH PRESERVATIVE-TREATED WU�D SNALL MAVE COATING TYPES AND WEIGNTS IN ACCORDANGE WITH THE TREATED W�OD C?F CONNECTOR MANUFACTURERS' RECOMMENDATIONS UR IN ACCCJRDANCE TQ 1BC SECTIC?N 23fl4.9.5.1. _ __._ _ - _ _. _ . _ _ STRUCTURA� STEEL: 1. STRUCTURAL STEEL ROL�ED SHAPES SHALL BE ASTM A50. TUBE SHAPES SHALL BE ASTM A500 GRADE B. PIPES SHA�L BE ASTM A53 GRADE B OFi ASTM A501. 2. ALL BOLTS USED IN STEEL FRAMING SNALL CONFORM TQ ASTM SPECIFICATION A325. ANCHOR BC?LTS AND BOLTS (INCLU�ING LAGSj USED IN TIMBER CONNECTIONS MAY BE ASTM A307. 3. TORQUE INSPECTION SHA�L BE PR4VIDED AS REG2UlRED BY THE BUILDING INSPECTOR. 4. ALL WE�DING �HALL BE DONE BY AN AWS CEF�TIFIED WEi.DER. FIELD WE�DS MAY REQUIRE SPECIAI. INSPECTION IN ACCORDAIVCE TO 1BG SECTION 17fl4.3 A(�D LOGAL BUILDiNG OFFI�IALS. BAGKFILLING PROCEQURES: 1. VERIFY TYPE �F FfLL WITH GEQTECHNICAL ENGINEER. GROUT: 1. GROUT BENEATH CpLUMN BASE PLATES AND STEEL BEAM BEARING PLATES SHALL BE NON-SHRINK, NC7N-META�IC GRC?UT WITH A MINIMUM C(�MPRESSIVE STRENGTh-1 C}F �50Q PSI. GENERAL REQUIREMENTS: 1. CHECK ALL DIMENSIONS AGAINST ARCHITECTU(�A� DRAWINGS PRIdR TO CONSTRUCTIQN. DO N4T SCA�E DRAWINGS. GQNTACT ENGINEER IF DISCREPANCIES {N DfMENSIQNS ARE QISCOVERED. 2, THE STRUGT'URAI. DRAWWGS DESCFiiBE THE COMPLETED STRUCTURE. THESE DRAWII�GS HAVE SEEN PREPARED FfJR TNE USE UF A QUALIFIED CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTIC?N SYSTEMS AND TECHNIQUES DESCRIBED. THE CC}NTRACTQR SHALL PRC)VIDE ADEGlUATE SHQRING AND SRACING IN THE PROPER SEt�UENCE, AS MAY BE REQUIRED TQ ACHIEVE TNE F1NAL COMPLE7ED STRUCTURE. THE SEQUENCE (�F CONSTRl1CTIQfV IS THE RESFC)NSIBI�ITY �F THE C(aNTRACTC}R. CQNSULT WiTH THE ENGINEER FOR SHQRING DESIGN AND RECOMMENDATIONS (NOT IN CONTRACT). 3. THE CQNTRACT(3R IS RESPUNSIB�E FOR 7HE MEANS, METHC}DS SEQUENCES AND PRUGEDURES FOR GCiNSTRUCTIt3N OF TNIS PROJECT. N(JTIFY STRUCTURAL ENGINEER OF EFiF3QFiS OR C?MISSI(JNS IN THE CQNSTRUCTI(JN DQCUMENTS IMMEDIATELY. DC� NdT PROGEED UNTIL EFiRORS C}Fi QMISSIONS ARE RESULVED. CUORDINATE REQUIFiEMENTS FOR AL� PENETRATIC?NS THR(�uGN STRUCTURAL MEMBERS WITH STRUCTUl�AL EN�INEEFi. JQBSITE SAFETY IS TNE SO�E RESPONSIBILII�' QF THE CQNTRACTt�R. 4. QBSERVA7IC}N VISITS BY TNE STRUCTURAL ENGINEER AFiE FOR DETEFiMINAT(UN UF GENERAL C(aMPLIANCE WITH TNE CQNSTRUCTION DQCUMENTS. THIS C?BSERVATiON VISIT IS NOT AN INSPECTIC?N. THE C(7NTRACTOR SNA�L CCINTACT THE ENGINEER AT THE APPR(JPRIATE TIME TO SCNEDULE THIS VISi7. 5. !F NEW CtJNSTRUCTION ADJ(71NS AN EXISTING STRUGTURE, THE CONTRAC70R SHAL� BE RESPCtNSIBLE FOFi VERIFYING DIMENSIC7NS, E�EVA710NS AND AL� EXISTING CC7NDITIONS. UNDERPINNING AND SHC}RlNG OF EXISTING STRUCTURES SHALL BE THE RESPONSIBILIIY OF THE CONTFiACTt?R. C(JNSU�T WITH TNE ENGINEER FC}F? SHQRING DESIGN AND RECOMMENdATIONS (NQT IN CQNTRACT). 6. WHILE EVERY EFFORT IS MADE TO PR�VIQE A C(7MPLETE AND ACCURATE SEf OF CONSTRUCTfON DC7CUMENTS, ERR(�RS {�R OMISSIONS MAY OCCUR. RELFASE (JF TNESE DRAWIN�S ANTICIPATES GON7INUED C(70PERATIQN ANa CQMMUNICATIC?N BENUEEN iHE CC}NTRACTOR, ARCHITECT AND ENGINEER TO PROVIDE THE BEST PO�SIBLE S7RUCTURE. ABBREVIATIC7NS LIST A.B. ANCNC?R BOLT Ap�, ADJACENT q�7, Al.7ERNATE ARGN. ARCHITECT g�. saA�� gL{��. BLOGKING BM. BEAM gM. PKT. BEAM PC7CKEf BRG. BEARING CANT. CANTILEVER C�R. CLEAR CMU CQCVCF�ETE MASUNRY UNIT C(�L. CULUMN corvc. con�c�Er� CQNT. CC}NTINUC?US C.P. CRIPPLE POST DWL. L7C?WEL (E) EXISTCNG EA. EACH EQ. EQUAL E?CP. EXPANSIt�N EXSTG. EXISI'ING F.D. FLQC►R DRAIN FTG. F{�C?TING G.L. GLUED (AMINATED HDR. HEAL�ER HORIZ. HORIZCiNTAL WFQ. INFORMATI4N JSTS. JC7ESTS K.S. KfNG STUD LLV LONG LEG VERT(CAL LC?N�IT. Lt�NGITUDINAL LTWT. LIGHTWEIGHT �VL LAMWATED VENEER LUMBER MANF. MRNUFACTURER (N} NEW O.C. (JN CENTER fj' PLATE REF. REFER�NCE REINF, REINFORCING SCHED. SCHEDULE S.I.P. STRUCTURAL CNSULATED PANEL STL. STEEL T.B. THRC}UGH BCiLT T&G TONGUE & GRQOVE TO TOP C1F TOF TQP OF FOOTING TOW TOP C7F WALL TF3ANSV. TRANSVERSE TRTD. TREATED TS TUBE STEEL TYP. TYPICAL VERT, VERTICAL U�� VERIFY W FIELD �.P. WATERPROOF �N/ WITM CONNECTION SCHEDULE Q STL L SEE 2/S2 �B � L 6x6x511 fi(SEE 1/S2} �C 1 J4" PLATE "T° EA. SIDE OF BM. SEE 1I�2 QQ SIMPSON ABU88 (�EE 1jS1) (�E VIF GMU CCJURSE & BM, NT. (SEE 3152 } � � r �,..----EXTEND CMU COL. TO BC)T. QF (E) �F BM. ABOVE K Q CONN: SIMPSON ABUBE (2)-5/8"� x 5" SIMPSUN TfTE HD (THDB62500H} '-4" x 1'-4" FULLY �UTED CMU 5's VERT. _ t-rr. �arvE �ORNER) WIRE JOINT IF.@16" Q E5 DWLS. x c7 6" EF. SCHEDULE HEET S1 FOR EINF. INFC3. SCALE: 3(4" = 1 POST PER PLAN NOTCHED AT BASE aF REQ'D Tt� FIT IN BASE CC}NN. SIDES {DC} NC?T OVERCUT NQTCH) 12" � GONC. P1ER (2}-#5 DWLS. x �_ 6° REF. SCHEDULE SHEET S1 FOFi REINF. WFC7. � l'_11�� Q�_d;d' �. oi -�x � �� OO�I�' INDICATES (N) 12"!?S CONC. PIER (�N (N} CONC. SPREAQ FTG. PEft SCHED. TNIS �HEET �..,� � _____ ______ �.._. _____ ____. _.___ _____ _____. ___�.__ ___.... � �._.� �� � � � � � . � �.� .`�`� ; � ���T.�������������.����� � � � � � ��.- ----� -i €� - �. -� � �.° �:. �.. � -.__-. �.` �...� �. _.._. _..._ ._.. -., � � �-- .._ .._... .._. ...... v.... _ �. ._.... _.. ._._. .�. ._.. _ _. ....... � � � � � � ..�... � � ( � � � � � ____._ ".�. _____ _____ _____. � ._._.� � � � f I; � �� � f i � � � � � INDICATES EXSTG. C � �.,4.`�`�` �` �` �� � � � � � � �� � � CMU FOUNDATION � .._.... � � tl� �� .,.._ � ( I ( ( � WALL (BELOW) �'"" �"�� � � � � � � � � � � � � �! �� �� �� �� �� j � INDIGATES EXSTG. , i � � � CONC. FTG., TYP. � � � � � � � � �� �� � �� �� �I � � � � � � !i �� (� €� �� �� � �i �� 1� �� �� �� �� �� �� �� �� �� ji�; ��� �i I � � 9 � � � � � � � � �� �i � E� �� (� I I, Exs�rG. � I I �cszG. ��g oN I I j� ,� CRAWLSPACE � Ci (aRADE � � ( ( � � i I 3 � � � � i� !� I` �� �� �� �� �3 �� �� �� �� �i ��E i� I� �! �; �j I� �I �� �� �1 {; 1 Ij ! I I � �I I' I I �� �� �� �� �f �� � � � � W�IGATES EXSTG. � � � � � � CMU FQUNQATIQN � � I I � ALL (BELC)W} � � i� �� I� �� �� �� F � j� � � � 3 I(�DICATES EXSTG. { 3 � � I � � � ,� ��.., � � I � __..W�. �. �._.�..._ CONC. FiG., �fYP.._ ... ............. _.._.._ ......._) � � � �....� � I fY � � � � � [.._.. � � � � ..,_. ...� � C`_`.'�__._ .�. _ .�. __.. .�. ._... �.... _._._ .�. ..._. .�.. .�. .�.. ._.... � ._. _... .�.. ._. �_ _.�.. ...m. _. �. � .... � . � ... �:. �.. :� ":_. _.,. ......� # �..._ ._. ._._ .....__... ___.__ .�`�i � � � _._� �� ..�.."`"...�..°_. �' : �'..._...�._.._�.._... _..� �_._..�.. �.._. �.,." �... � � � '• � �___.. _____ ____.__ _____._ ._._l ! � � � . . . I �.._. ._.._ ....... _...W ...�... .�_ �.__ ._... __... ....J I NOTE VEFiIFY ALL DIMENSION �L_ � � �� � � � J� WITM EKISTING CONDITCOI�S PRIOR TO CCENSTRUGTIC?N ���� �� ����� r� CO INDICATES (N} 12"Qi CQNC. � -��', (N} 1"-4" x 1'-4" CMU CQL. �U��Y � � �� ��� ��� � � P{ER ON (N} CONC. SPREAD GRC?UTEC� W/ #5s VERT. FULL ��. �-°��"� ���` "`������ � I I� FTG. PER SCHED. TH}S SMEET EA. CORNER (4 T4TAL} &�TD. �VI#����;,�� � � I JClINT REINF. @ 16" H�RIZ. S �IG � �,.,,�,$�� � �� � � � 1 A � � � g � ���� �'���y .�, . ��� �- , � � � � � � -�i �~-�-�e � �� ���rv .. � � I� ° (�- ; �,,,�.� �. � � -�l I_� I .o � � 1 S1 � .. .. 2 S1 _1 �� ��_��� FQI� � DATIO�I PLA� ����E: �,4�� - -��_� PLAN NOTES: 1. INDICATES CONNECTI(JN Tl'PE. REFERENCE SCHEDULE SHEET S1 2. NEW Ct�NSTRUCTION 1NDICATED ( ), EXISTING CONSTRUCTI�N INDICATED (- ---) 3. DO NOT SCALE DRAWINGS. VERIFY AI.L DIMENSIC?NS WITH ARCHITEGT fiND EXISTING GONDITIONS ! ' i " •� !� i � � ■�� � * . � . �� o i 1 ! i ' : !, f, 1 � ; � � CMU Ct7�. TQ REMAIN . • • . • .• i � t� * • « . �r � • s . . . • • .�► • • t � � • ���� �� ���� � ��� � A �, .t;u�,� �: v` 'w`'?k�� �.� ����� � ���� 3 � "; 'u„ a "'. � �. � ��� . � �� n �'� , ���� `' � � ,,�� ������ ,� �t: �w� � ��� t ���'��� ��� � � * � � � �� � � � � � � �• � .,� � � � "r � �� , � � r � � �� � ■ � � � � � � r � � . . f• . � r- � � � � �� � . �, M � � (E) EXfER1UR WAL�-----.,,,� I ��� � {E) FL40R1DECK J(71STS �� I � iil _� _ � - �l � � � �i� � ��� -� -� �, C> V Q _. � � -�-, � .� {Ej FLR. BM � � ! � /� (E) CMU WALL � ,� �� / � �`•�' / � o� U (Ej DECKING (E} 2x$ DECK JQISTS (N} 2>c8 BLKG. PANELS (E} CANT. C7ECK �M. � (N) 4x10 SISTERED T(� Ef�i. SIC7E 0� (E`� DECK BM. W/ TWO R(JWS 5I8"� T.B.'s @ 16° (� MIN.) e � u � � F L C C. a u {E) DECK FRAMING NC?T-� SHOWN FOR CLAFiIIY (E} CMU WA�� � N � ��/ /" ff��/ L.L/���i'� � ; ��''�-r ��� � ����� . �'�/f�j��j� �� / �'!/f /� :�Ld�l�i'�.�.'1�'/_ � :. . : : R � • �: : �: , 4 • :• �: � � � • � .�.. � . . . . .. (N) 1'-4° x 1'-4° FUL�Y GROUTEO cMu PIER (SEE 2/S1) (E) 10x10 DECK BM. EQCONN: BfiG. L SIM T��A} VERIFY CMU �QURSE I.AY4UT W/ EXACT BM. HT. AND CONTACT ENG. FC7R STL. CONN. SCALE: 6x1 � SM. PER PLAN Q corvrv: SIDE: L 4x4x1I4x0`—� 1 1/2 WI (2)-5/8" �'i x 4° TITED HD &(1 }—�/2"QS x 4" LA� Bt7T: L 4x4x114xQ'-5 1/2 W/ {1)-5/8"Qf x 4" TITED NC7 &(1 }-1/2"S2i x 4" LAG � „ �� VERIFYA�L ELGE [�I�TANCES FRC7M CEN7EFi C}F BQLT TC} �� EDGE QF BLOCKAND Ct�NTACT ENG. lF DIFFERENT � THAN THAT SHfJWN �� , s s , :� �,��,► �;. - ,�',JI�� :� �.� {E) PC3ST PER PLAN � � � ��r�� � i � �� ., � �ii �� ' � ��► = 1'-a � :�t4" _ (N) L 6x6�t5/16 x 0'-4 EA. SIDE OF BM. W/ (1}-1/2"QJ T.B. & (1)-1/2"1?i x 4" lAG (2 TOT.) � GQNN: 1/4" FQ.x DIM's SH4WN W! (6j-3/4"� T. B.'s — SC?LID BLKG. BNUN. (N) DBL. 4x10 @ BRG. �' �— (N} L 6x6x5/16 x{�"-�t EA. SIDE OF BM. W! (1}-1/2"Qi T.B. & :_ o (1)-1/2°Qf x �" LAG (2 TC}T.j Y Q Ct�NN: 1/4" F�x DIM's SMQWN W/ (6)-3l4"QS T.B.'s (E) PC?ST PER PtAN (BEYQND} � REUSE EXSTG. C�L.'s �O � � � � � � �. � � c� 1— -.,?� 1 S2 � F ¢ �`< C� v t __ ,v_. 0 -o ¢ � ¢ C.� ".p U � • � � ,N i- o c.� � o o � 0 c� o�� o o a v(o X X X X � Z W X X X X X X �r �r v �r �r �r b- tr �r b- Z Z � Z Z � W O z Z � Z Z z^� ._._. . — v . —,��,-� � ,��', — _ V — _____ � � . � � � VIF � � � C� - SIS7ER (N} 4x10 T(� EA. SIDE OF (E} 6�c8 W/ (2}-5/8"'QS T.B.'s a� 16° (8 MIN.j, TYP. INDICATES EXSTG. CANT. 6x� 2 �� _ � �� �-- � TO DECKING � ` � S2 �� w� C� � I INDICATES EXSTG. � �� FLOOR JQIST, TYP. �— �. .___ .� __._ ...... ..._.� _.__ ._ � _.a.. � _._. __._ _- _...., _... _.._ �... ._._ ._. �.._. __.. _... .__._ ..�.� .� .__.. _.._. _.__ �... �. .__.. _... ._._ .�,. _..� � �— � � � � � ____ — � � � � .� � _ �� ��._.a.�____.. ____ ____._ ____ ____ _____ T� � � � � � � � � �� VIF � � � ____ �. � � � � �..... ..� � ._.... ..�,,, ._. ....... �. .._. ....� � n _.__ T. _.__ _____. � ____ `° � i INDICATES EXSTG. TO PL'YWD. �-•• CMU FOUNDATION �--` __� � � �.,._._ `. I � _.._ �. � � � �.� �� � .._..� � � .�.... .�...� � — — —. _... _..� __._ ____ -j-...� � � WALL (BE�O�M � A � _�.. � � ---I- ____ � � � ____ .� �,, I .� � � ____ � — � I ____ ____ _� — ___._ � �� ' � ____ ____ l 6 � ��____�_____�--_-�---�.,-,-______._-�-�______._._��" i ��____________ � ___._►_.� � _;I�___I___I -- I__I�= ___��________._,� �" I� � � � - � � � � - -1- � T -�-� \ � / / I� � _�...... �..�._. .�.�..� .�._. _.._.�. .�... .� � 7 �, � 1 � ° f�'s � � � I ' I � � ___�_ — __._ e fi — ____ ---�- — � " { \ \ I j (f� �. .� _____ _____ ` � _._.� � ��1 � \ / C I, i � -;�-__�___._-��_�..--� ���' ,�_._________._-� � ( ❑ _�____ k � � - � �.. � � � - - �_ �. � ..�.� / X ` � - � ____ � .T .� .____._ - 1----# �� � / \ � li �._ � ____ � � � .� ___�_ - � � �� _____ ____ � - � _� ,, , \ � _.._ __._ _____ ____. � ` ____ � �--i � � _ � � ___. _____ ____�_ _ - _ � _ _ __�. __._. - �,� f, � \ � .____ _ _ _ _____. _ �.� ____ ,---� � � ! \ � � i � — � � ____ ____ � _._. — ._ _ _�_ _____ ___.__ �, , � ___.__ .n. � � v _.__. � �. { � � � � --- - . —s --- ; —_.._—�� s � � �� � � � e _� — --�� � — — _ —_,= �--„ — ____ _�� �_._.��.____��__»�_�i i � ���__�___._._._�____�-��.���-�______.___�-_.��__..� I � � iNDICATES EXSTG. ` I � � � � � � INTERIQR WALLS � � — — T � � ` — � � � � � � � � � � � � � I N(�TE: NOT ALL 1NTERIC}R � � I 1 �� (� � � � �V�CALL� At�S�'F�OCTO� ___. .� ____ .— .� ____ � ___.. ____ .�. � ._.� ____ ____ �. .�. ____ ____ �._..� � �� � � � � ____ ____ _ �ARE SHC?WN ON THIS PLAN � ____ ____ E { � �. n. �... � .� ____ �. n._ .� �_ .u. .�._ I � � � �� � ���� I �� � �� (m_ �..� � � ____ � � __._ � ____ � � — _.__ ____ .�._._ ___._ ____ _.__ ____ .� � � � ____ __._ �. ____ —.. � ����• �����s �� i ► I i � { � �,�° ��� � ��. � ����� � � � ___. _._ _ � � _.___ ____ � � - ___. - .� � v. � ____ � ____ ____ � � T ____. __ __._._ � � � �. , �� � �j. l I I3 I 1 .�y � "��,�� � .� � ____ —. — � � ____ � — _ _____ � ____ .�{— v��.� �.. � � ____ .� � _____ ____ ____ ____ � �� �_a�� �x� ",.� ( I I � j TO PLYWD. j j � ° � � � � .� � — ^ � ____._ — � ____ _____ � � � � � ____ ____ _____ _e___ .�_.. ____ � _.� _ � _.._ � � �,�. . i� � L � � _ ^ _____ � _ � ` � — ____ ____ .f � ._ ____ _._._ .� ._.._ � � ____ ___.. ____ ____ ___. � �. 1� ���° + � � i_.... _._. _ _ ...... ...... .-�- �i /— �1�--�- _. _ ._._ _ _.._ _ ._... .M... J.I._. _.. ._... _ ._... ._... ._ _ _ _ ..� ....._ _ ..�._ _... _ _ _ _ ._ ..a... ._. ._._ ..._ _..... ....... _ ...J i � l.._ .W_ _..,.�L..... � � _._ ._�...i i .-E-- �, � i i � �_ _..._ _ _v _.._��_�� ��. ��..��_��...� �. _... _..... _tl.. �. �_ .� �.... �..... .� W�.. �. .� _... _ ....� l� � ____ _.._.._ � I �- _ _ J � I � � I � � � L.... ._._. _.._ �.... �.w tl.... ....._ W_ ._.._ ,..,.I 1� Ud � O � —°° ____ � __.�. �.... � SISTER (N) 2x8 TQ (E) 2x8 � — � ____ �"" -.�,— =..._ ._._. .._ ._... .,..! W � _ ' � JQIST W/ (3)-10d NAILS �a 16�� I ---j ____ � � .� � W W -- —�- � VIF � � , � _.__ � — � ____ — � � Q ��. — T(7 DECt�WG� l_ — — �..— — — — � t`�1 �a � �� _._._ ____ _ I INDiCATESEXSTG.� � _�w zw � � � � ____ _____ � _ � � 10xf Q BM. TC} �(� �� w � � j � � � A � � I u REMAIN, fiYP�____ �. � _._._ '� �____ ______ e _.� — — — — �_ � ____ � �. � ____ � ____ e I� � � � � _ _____ � ____._ _____ �.I _____ � � �._ ______ � � � I �r �; �; E � � � � _. � � — = � - �. e — � � — — . —�'_ �.....� _____ _.n _____ — = = = = �..�-- = = n ro ro ro � ,_,_ REUSE EXSTG. BM's. +ro,,� �ra,o �ra,d & CC7L.'s �s�, �s� Q��, (Ny 16" x 16" CMU CQL. FULLY (E} CMU COL. 7Q REMAIN GRG7UTED WJ #5's VEF�T. @ ER. CORNEf� (4 TOTAL) & STD. W(RE J�iNT REINF. # 24" �AI N LEVEL C�EC� �RA� I N� PL�A� SCALE: ���.�� =��-a PLAN NQTES: 1. NEW DECK BEAMS ARE DROPPED tJNLESS NOTEC7 "FLUSH'° 2. EXSTG. PQSTS CC)NTINUOUS BE�OW ARE INDIGATED: �; EXSTG. POSTS FRC?M ABt�VE NOT CONTINUQUS BELC}W AFiE INDICATED: ; � 3. fl INDICATES CQNNECTIUN TYPE. REFERENCE SCHEDULE SHEET Si 4. NEW CONSTFiUCT1C7N INDICA7ED ( ), EXISTING CONSTRC1CTfON INDICATED (— —}. 5. D(7 NQT SCALE DRAWINGS, , , • • . • .s i � �� � i � . • � • • . . • • �rr �r • �r . - � • �,�0�;�� ` ���� � ���. � ����� „�,� �& ���, � �� ���� � �: ���. ��s ��� �c� ��� ������ ������� � � a ��� ��� � �r�� �,�� � ���� � ��� ��. � �� ��3 �� ..���� � � � "', � � � � �� � � �II � i . •i � �1 � � � '' � �� � � � • • i 1 1• � • A � . ' i : • � � . w �i � ' i ♦ � � ♦ "` '� i i �