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B12-0621 plans approved
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LM `�' �-' �-. �� � � � � � +e V � HI � • . � .� < r , ��� � � �, ., : > . < . .:: . a' F R. �.• � 3t i ♦ ♦ � C °�• C �♦e• �°t S 1'♦ : �.. i •s -s r: • a • v : • • R � i 4. ♦' �ae#: ���� 117�3192 t7RB S�.! 1216i12 ���+vtlT � 5�'�G I� I G�TI 01�5: L7ESIC�u L0�4D5: GOD� EDITION: LIVE LOADS: • ROc�F (�4BV 3:12) • FLOORS - RE51DE1�TIAL • EXTERIOR DEGKS DEA�Ia LOADS: • ROOF • F�OORS - RE5IDENTIAL • EXTERIOR DEGKS L,�7ER,4L LOADS: • 8,451G WINt7 SPEED: • EXPOSURE: * SEISMIG DE51�N GL,�55: _ s�' � . 80 PSF 40 P5P 100 PSF 20 P5P 15 P5� 15 PSF �t0 MPH G G (NO G�NG. 70PP'N) GONGR�TE �OUND,4TIOM: A�. 5UB-STf�,UGTURE D�51�N 15 B,�SED UPDN ,455UMED GONDITIONS. �OUl�D,4T14t� GONSTRUG7141� M?�Y NOT PROGEED WITH4UT THE VEi2�iFIGf�TION 4F TH�SE VALUES. IF D15Gi?EP,t4NG{E5 EXIST IN THE ,4GTU,4L 51TE G4NDITIONS OR THE R�PORT 6t5SUMPTIONS, N4TIFY THE ENGINEER C7� REGORD (E.O.R,) FOil i2EVIEW. B. FDOTINGS HA�IE B�EN C.�E5IGNED U51NC AN ?�55UMED ?�LLOW1-tBLE, NON-EXP?sN51VE, SC?IL BEI�R.INC� PR�55URE OF 1500 PS�. G. fiO4TIhlG H,45 BEEN VERIFIED TO BEf�R lk MINIMUM OF 4'-O" BELOW EXTERIOR C�R?.DE. GENTER ,4LL O� THE F40TIN�S UNDER W?tLLS, GOLJMNS OR 6RID LIhlES, UNLE55 OTHERWfSE NOTED/ DIMEN510NED ON PLANS. D. B,�GKFILL 9N�LL B� GOMP,4GTED TO MEET t� a5% MINIMUM ST,�NDARD PR�GTOR DEN5ITY PER ASTM D-155i, UNLE55 OTN�RWISE NOTED IN 7HE CEQTEGHN(GAL R�PURT. B,4GKFILL SH,4LL BE PI..A�GED IN !2" MAXIMUM VERTIG,4L �IFTS (PL,4GECJ EQU,�,�LY UN EAGH 51DE �� W,�4LL, Wt�ERE APPLIG,4BLE) OR ?�5 PET,�IL�D Iu THE CEO-TEGN SOILS REPORT ?�NR 5h+,4LL BE �REE OF ORC,4NIG/ VE�ETA�TIVE M,4TERIAL A�NP GQMfi'?�GTED IN A MANNER THt�T DOES NOT D/�M,4G� THE GOhlGRETE �C�UND,4TIC'7N, W,4TERPf2C70�ING C7R DA�MP-PROOFIN� MATERI�4L. E. F1N,4L B�rGKFILL GR,4DE5 SHALL PROMOTE P05tTIVE DR,41NA�..f"�E ,4WAY �ROM TME STRUGTURE f4ND SH,hLL GON�QRM TO ,hLL THE REQUII�EMENTS L15TED IN THE �EOTEGHNIGI�L REPOi2T. REIUFORGED GONGRETE: !�. STRUGTUR,4L GONGR�TE GON57RUGTIC?N WORK 15 t�55UMEIa TO GON�4RM T� THE REG2UIREM�NTS OUTI�IN�D IN THE ,4G1 "SPEGIFIG�4TIOt�S �G?R STRUGTUR�4L GONGRETE" �4NR THE �tGl 318-Q5 M.ANU,4L. B. GA�ST-II�-PL,4GE GONGRETE 15 ,4S5UMED TO BE MADE W(TH TYPE I!{I SUL�A�TE-RE515TANT PQRTLAND GEMEt�T, r4��REC�?�TE AND W,4TER; T� 5f�T15�Y TH� FCiLLOWiNC REQU I i2EMENTS: ELEN(ENT: F'� MIX TYPE GONG. PIE}?S 2500 P5i FOUTINGS 30C?O P51 �XTERI�R SL,485 ON C�R14DE�� 45C?4 P51 �� M�X SLUMP SHAL.L NOT EXGEED 4". �� M,�4X W1G R?�TIC7 C?.45 9'0 l�IR .. . � . G. �XP�4NSIC7i� BOLTS SHA.C.L BE P1.AG�D A MlNIMUM c�F 6 BULT I71�ME7�i�5 �ROM THE GONGRET� EDC-aE5 AND SH,�tLL MAlNTAIt�I t� t2 BOLT I�IAMETER SPAGIN�, UNLE55 NOTED OTHERWIS�. BOLTS FQR BE,4M ,hND GOLUM�1 BE,4RING PL,4TE5 SHALL BE 5�T WITH TEMPL�4T�5. STRUGTUR/�L WOOD �Rl�MINC SPEGIFIG?.TIONS: A�. WOC7D �R,4M1�1� 5f;?�LL G4h(FORM TD THE REQUIREMENTS OUTLINEI? It� THE ND5 °SPEGIFIGATIONS 4� 5TR�55 GR,hDE LUMBER A�NC7 IT5 F,45TEhlhlCS," Lt�TEST EDITIDN, ,4ND GONSTRUGTION Mf�TERI�kL SHALL GONFORM TO THE GURF��NT IBG. B. FRAMINC� ,4Ni� TRUSS LUNiBER SHF�LL BE C7RY I�C7UC�L?�S �IR,-Lf�l2GH (D�), �4GGORDI�1� T4 THE FC7LL4WING REGC7MMEND�TIONS: t�LL 2" Nt7NiIt�AL LUMBER, EXGEPT STUDS 51;f�L.L �E DF #2 OR SETTER, AND S�LIC? TIM�3ER B�,4M�a ?�ND PG?5T 3" i�C7MINAL A�ND WIDER, 5t�,4LL BE t7F #2 QR BETTER. G. ,�LL 5TUD5 SFt�LL BE 57UD �Rf�D� DOUGLAS �IR-LARGH OR HEM-�IR (HPj. D. 70P f�hll� BOTTOM PL�4TE5 5H,4LL. E3E D4UC-aLh45 �IR-L,4F2GH OR H�M-�IR #2, OR BETTER. PL?�TES IN DIREGT GL�NTAGT W1TH GONGRETE 4R MA50NRY SHRLL BE PR.ESSURE TRE,hT�P HEM-�1i2 #i. E. DIMEN510N LUMBER (2"+ WIDE X 4°-12" DEEP) H?�5 BEEN i�E51CN�D ,455UMI�lC THE �OLI�4W1N..r"� STRESS PROPERTI.ES: FLEXUR,4L STRE�S, Q0� P51; HOi�IZOt�T/�L. 5h4E�4R, I�iC� PSI; MC�DULUS O� EL,45TIGITY, 1,600,OC70 P51, TE�l510N P,4R,4LLEL TO C�RAIN, 45Q P51; GOMPRE551caN P?�R?�LLEL TC� GRAsIN, 850 P51; GC?MPRE5510N PERPENDIGUL,4R TO CRAIN, 625 P51. F. ,�NGFiOR BDLTS IN WQOD 51LL PL,4TE5 SHALL BE SPA�GED ,�T ,4 Mf�,XIMUM UF 36" ON GEt�TER, UNLE55 NOTED G77HERWISE ON PL.l�N, WITH ONE ?.NGHOR ,4T (2° FROh�i E?�GH END C7R. GORfi�ER. /�Ni� p. IYiINIMUM OF TWO ,4NGHt3R5 PER MEMBER. G. BC.>LT5 USED FOR WOOD FR,4MINC G4NNEGTIONS 5f�/hLL B� I�1STA�LED WITH 5T,4ND�4fi2P WASHER,S ,4uP NUTS. N. TYP(G,4L MfhtUMUM NAILIN� SH,4LL BE PROVIDEP, WITH GONiMDN N,41L5, AGGOR.DING TO THE 20Qa IBG P�45TENINC� SGHEDULE (TABLE 2304.a.1). I. FOR ?�LL 54LID OR BUII�T-Ui' GO�UMNS BE�4RINC� 7HROUGH FLC?C)R J015T SPfi�G�S; Pi?OVIDE BLOGKII�G II� .1015T SPAGE, WITH GR055 S�GTION�4L ,4RE?r T4 M,4TGH THE GOLUMN /�BOYE. J. 2X DI1�iEN510N LUMBER FL.00R PRt�MING, R�QWRES: 2X °GR055 BRIDCING" BLOGKING SPA:GED ,4T INTERV,4L5 NOT GREATER TH,4N 8'-O"; �4T ALL SUPPORTS �4NC7 G?1NTILEVER ENDS. K.. ANY HOLES REQUIR�D IN THE W44D FR,4MINC�; SHALL BE DRILLED THRU T�fE GENTEFZ.LINE OF THE STUDS �ND/ OR JOISTS ,41�D 5H,4LL NOT EXGEED ,4 I/2"' l�ll-�METER. L. UNLESS t�4TED OTHERWISE, STEEL GONN�GTORS SUGH ,45 TH05E MANUF,4GTURER BY Tf;E 5(MP54N GOMPANY Sf�ALL BE USEP TO JOIN RAFTERS/ ,1015T5 OR BE,4MS TC7 QTHER. B�AMS ?tiT FLU5F4-FRRMED GONDITIONS. UaE N�tILS SPEGIPI�D BY THE MANUPA�GTUR�R ,4ND PROVIPE THE M,�.XIMUM N,41L5 SUGCCESTEi�. GONTAGT THE STRUGTUR,4L ENClNEER FOR ,4DDITIONAL Gc7NN�GTIDNS AND DETF41L5, t�5 REG2UIRED. STRUGTU24L WOOD FR�MIt�� A55EMBLiES: ,4. ?�LL EXTERIOR W,�LLSf SURF,�G�S 5H?tLL E3E SH�A.THEQ WITH PL.YWC�C)D OR 05B, TYPIGA�L, UhtO. (ANY PAN�L lt� GC7NT!-�GT WITht THE �XT�R14R SHALL BE EXT. �RAPE). B. P�4NEL5 5Ml�LL BE IPE�ITI�IEP Y*11TH THE �RAD�-TR?�DEMAi2K C�F TH� ?�,M�R.IGAN P�.YWOOD t�550G1,4TlOh! ,4ND 5H,C4LL MEET THE REG2UlREMENTS UF U.S. PRC7DUGT 5T?�ND,4RD P51, L,4TE5T EC�ITI4N �Oi� F'LYWOc'117 ,TYPIG,4L �LL ,455�BMLIES. G. T1`PIGAL W4t?C? FRA�MlNC ,�55�MBLIES: • L4,4P BE,4RIN6 WALLS: I. ?�LL �XTERI4R W?�LLS ARE ASaUMED TC BE �455EMBLEi� WITH 2X(� STUI�S AT I�r" C7.G. TD �4 M?�XIMUM HEIGHT C�F 12'-6" 2X6 STUD� ,4T 12" t�.G. 1'C ,� M,4XINfUM HEIGHT OF 14'-6°, �4t�f� (2)-2X6 STtJDS AT I�" O,G, TO I� MAXIMUM HEICHT C�� 16°-4"R TYPIG,4L, Ut�O. (5TUP5 L,G7N��R TH?�1� I6"-O"' SH�LL BE REPL,�G�D WITN I 3/�F" X 5 Il2" L�lL 5T1JD5j. 2. G?.P YJ/�t�LS !^IITH t� 170UBLE TOi' PLAT� I�tSTALLED Tc.� Pf24YIC.�E dVER�.AP�'INC�/ 1NTERLG�GKINC GONNEGTIO�( 1�T GORNERS ,4NL� t�T INTEF�SEGTIQNS V�117H 4THER Pr4RTITIc7N W/`�LLS. 1F D'�/EF2L/�P I-�'�- N4T P45-�'✓-IBLE, STf�A�P TOF' F'L/�TES TO��TNEi�. WITFf MET�4L STRI�P TI�S (51MP50N 5T2�fi2 OR EQUIV,aL�NT). 3. G�4BL.E-END W�tLLS 5H,4LL BE Bf�+LLOt�N-FR.,�MEU T4 THE BOTTOM DF J015T5 OR TRU�5�5. 4. ,�4T BEAM BE,hRINC LOG?�TlO�15 IN STUD i�J�GLa; PR4`✓It7E MUL.TIPLE-STUD PAGK EQUr4L TO WIDTH C>F BE,4R{t�G M�MBER, U�lLE55 NOTEP C.�THERWiSE. 5. PROYIDE I/2" EX7ERIOi� PLYW�C�T7 - ST.�.G�ER ENi� JOINTS, ,4I�D P,�t�TEt� PER PLAtN NOTES; SUPF'QRT HURIZONTAL JOINTS W! !^IOOD BL4GKINC'a. - • EXT�RIOR l�EGK GONSTRUGTION: I. WC70i� DEGKING SHf��.L BE 2?G "TREK�" D�GKIi�C�. PL,A.�lKS SH,�.LL BE SPLIGEQ AT THE GENTER OF THE SUPPOR7 MEMBERS WITH /�P�,4GENT PLr'��lKS SPLIGEQ ,a,T LT�RNr4TE SUPPORT MEMBERS - E,4GH D�GK PLANK 5H,4LL BE GC.�NNEGTED T4 E�hGH SUPPOF�.T WITH i2)-�8X2 I/2�� ��TR/�PEEZ�" SGREWS, C7EGKINC� �'aHAL.L. BE G�UED 1N THE GROc7VE .101NT WITH 40Ro CLUE GG7�/ERCE.- TYPIG,�L, U.N.O. 2. GC?4RDINA�TE FAG� PATTERN, TEXTURE �41�P FI�GT�RY �IN15N 1�lITH TNE GONTR�GTOR. C-�ROUT: 1�. CR,4UT SHALL HA�/E At MINIMUM GUMPRE55iV� STR�NGTH C7� 35UC� P51 NON-SHRINK, NON-M�Tt�LLIG GRUUT. B. .C�RC?UT SH�hL.L BE PROVIDED: • BELc�W/ BETYJEEN GC?LUMN BA�S� PL,4TE5 �NI� G4�lGR�i'E SUPi�ORT. • BE�OW! B�TWEEN BE,4M BEAR{N� F'L,�T�-�`J~ ANP GONGf�ETE SUPPc�1�T. �4t�i� �H,�LL BE ,4 CENER,4L SPEGIFIG?�TlC�t�S: ,4. IF GC?NSTRUGTIOI�I r4DJOINS ,d.N EX1aTINC �TRUGTUR�; THE GG�Nii2f�GTC?F2 SHP�LL B� RE5PON51BL� POR VERI�YING rH� QIMEN510N5, EL�V?+TIDt�S, �R,4MING, �CiUND,�TiQN �4Ni7 p.NYTHIN6 ELSE iH,AT MAY ,��FEGT TH� WOF2K SHOV'�lt� C,�N TNE aTi�UGTUR,4L PL,�'�NS. NMDER PIN�IiN�, SHORIN.�".� ,4�iD E�RA�GIt�.�".� dF TME EXISTIN.C� STRUGTUR� SH,hLL BE THE 50LE RE5PON51BILITY t�� i'HE GOt�TR?�GTOi�,). B. E1�GIhl�ERS �tGG�PT,4NGE MUST B� �aEGURED FG�R ,4LL �iRUGTUfi?,�tL. 5U85TITUTiUNS. G. GO�RDIN,4TE REG2UIREM�t�TS �C?R. MEG�tI�N1G�L/ ELEGTRIG,�,L/ PLUMBING P��l�TR/�TIC7N�'a TFfROUGH STRUGTUR?.L ELEi�tE�lTS WITN TNE �Ti�.UGTUi�t�L Efi��INE�R. PRiG7R. T4 INSTALL?�TIG?N O� SUGH EQUIPh�fiENT QR OTFfER ITEMS TC7 BE ,�TTt�GHED Tc� 7H� STRUGTURE, THE GOi�TR,4GTC7R SHP�LL RLSc� C7B7AIN APPR4�f,A,L F4R GC.71�t�EGTIdNS ,4�1t� SUPPORT. GONTi�2,4Gi4R 5H,4LL �lJRN15H R.EGtlJIRED Hf�NGERS, GOt�NEGTic.�NS, ETG. REQUIRED F4R IN5T�4LL?�TlC7N OF �"aUG�f ITEM�, U�lLE55 SPEGIFIG?�LLY NOTEP C?N PL,4N5. D. PROVIDE fi�5PH,4LTIG Mt�+STIG-GO?�TINC� G�t� A.LL STE�L. ,4NC7 WUCJt7 �RI�MINC EX�'O�EC? T4 501�. ADI�ITIONf�.LLY, PROVIDE 1^(ATERF'R.t70�ING, �f,qPOR B/�RR.IER, ETG. ,�� SHC7WN O�i THE ,4RGH17�GTUF2p.L DRt4Wl�lCS AND ,45 ING'IG,4TED IN THE 5PEG1�1�,4TIC7N5. �. NON-STRUGTURAL EL�ME�CTS: ?�LL ELEMEf�TS t�UT SPEGI�IC-,�I�LY STRUGTUR�L, SUG#� ,45 NON-BE?�RiNC� P�R.TITI4N5 ?.TT,4GHEt7 TO �hlD/QR SUPPDRTEP BY T�i� �TRUGiUR� SHALL `i,4KE INTf� tS.GGUUNT At�lY DE�LEG71ON5 AND G�THER STRUGTUi�.AL t�(DVEtYtEh1T, F. �IRE Pi�tJTEGTION: STRUGTUi�,�L ?�ND t��N-STRUG7UF�.?.L ELEM�I�TS SH,�LL BE PF2t�YIDED TH� ,4DEQU,�4TE FIRE PRUTEGi"IC�N, P�R GOD�, �OR THE iYP� OF GUt�STF�.UGTiUN SPEG I� I ED BY THE f�RGH I TEGTUR/�L DR�l�tl t� .r".-�5. C. THE STRUGTlJF2,�L Qi2/�WINGS I1�LU�Ti2.,4TE THE GOMPI��TED STRUGTUk.� WITH f�L.L ELEMENTS I�l TH�IR. F1h1,4L PC751T(ONS, SUPPG�RTE1� A�i�D �3RAGED. THE GC��lTRt�Gi'JR, IN THE PRQPER. S�QU�NG�, 5H,4L1� F'i20VIP� aHC7RIh�lC-i ,41*!t7 BR,�GIi�iC-�, ,4NP �(EGESSr�RY PREG,�UTIONS, ?�5 MF�Y BE FZEQIJIRED DURINC-� GCC�1�5'iRUGTIc'�N TO l�GHIEV� TH� FIN,4L GOMPLETED STRUGTUR.E. G41�T?.GT EN�INEER FC�R GC,�NSULTATIC�1� fNC�7 !N GUNTR.4�T) A5 REG2UIRED. H. THE STRUGTUR,4L ENGINEER 5ti,4LL BE GO�lTA�GT�t7 t�URIt�G TH� GC7�45TRUGTIC7N PH,45E T4 M?�KE Tht� JOB 51TE t�B5ER\/?�TIC7N5 NEGE55ARY TO GQt��IRM T{�t4T THE GG>h15TRUGTIUN 15 PRQG�EDIN� A�G�Cai2DINC TfJ TNE PL,4h1� �ND 5F'EGIFIGRTIONS. JOE's-SI`f� QBSERV,4TION5 5Ff,4LL t�C7T BE GC?NaIDERED GC�NSTRUGTIUN APPROVAL.� (STRUGTUR,A+L �N�INEER 5H,4LL BE GQNTlhGTED BY THE GEi�ER?�L GCahiTR.�GTOf2 F��tD Kt�i T�lE 5UB-GUNSULT?�NT�. GENERA� GOt�R.,4GTOR 15 A�5C7 REaPONSiBL.� FC.�F�. THE 5US-GOt�SULT,4NT5 WC�RK). I. t�LL. OM1551QN5 OR D15GR�P,4NGIE5 BETWEEh! V'fi�RiC�U-�".�- EL�MENTa C1� THE WURKING C>i�. EX15TIhlC� DR?SWINCS ,4NDIOR SPEGI�IGATIG>t�5, ,4� THEY M,4Y C.�GGUR, SHALL BE BRt�UGHT TO TNE ,4TT�NTIDN U� THE STRUGTUf�L �NGIN��i� PRI�7R Tf3 C7R. I�URING 'THE GO�iSTRUGTIDN W4RK I�tV4LVED, RELEASE G7P 7'HESE C>R?�Wit�GS ?�t�TCGIPA7E5 GODPER?�TION ,4N%> G�NTiNUEt? G4MMUNIGf�TIc��! BETWEEN TH� GC7NTR?�GT4R, AR�HITEGT IkNL� ENCINE�f2 TO PRQVID� TNE BEST Pc�5518L� STRUGTURE. iH�SE DRfkWI�lC�S N,4�lE BE�N PREP,4RED �4i�. TH� U5E O� ,� LIGEI�5EC7 GC�NTRA�TOi2, EXPERI�NGEI7 WITH TH� G4N5TRUGTION TEGHNIQUES ,4ND 5Y5TEM5 L7�PIGT�D. � � ' ��',��;t��. ;�?� ����� �.:.�: s X������5������ ���� ���� ��z�� ���� � $ �� .� a .,..� � ��� � �" �.x�.� �*�� �� � � � �E� ; �-- " � �'� . �.° ,_�,��.v�,�.����YYr�x��,�.,�.,�.��,�- , ��^�# _.��._p, .,�__.��,,% _.,.,r���-uM�,-�-r�. .���, �� �- � ;�� R�; aw �..____ . �_�.,�m,��... fi� �� 5i't?t1GTUR,4L DE516N5 Pc� BOX 8C?O� ,4VON, G4 81620 PH. �i?0-3�1-67�F0 ��X. I -888-362-�685 It��OCe�bP5E.h1ET WWW:bPSE.NET THESE PLANS AND WRITfEN MATERiAL, HEREthI, ARE INSTRUMEN75 QP SERYIGE ANt? A�RE THE PROPERTY OP bPvE, LLG. rot�e�. rz�u� o� rt+rs r�w�.wiHs OR AM' IFIFORMATIOty GONTAINED WITHlN; ON A4 PR0.IEGT OTHER THAN INpiGATEf? IN THE TITLE BLOGK, IS t'ROHISITED WI7HOUT WRITTEN PERMI55tON FROM bPSE, bPSE IS NQT RE9PON5tBL.E FpR EF2fiORS DUE Td 5GH*LEP DRAWIhi65. REFER ANY QUE57ION5 OR RISGREPANGIES TO bPSE PRIOl2 TO OR DUt21N6 GONSTRUGT�ON. � ��� � �" � � ��� � � �� � � �� � . ... � � ���� � t� � V � �� � � ---� � � � �11r� ��" � � � � � � � � � � � � �° � � E■.L.,� C� � � V � ua �� � � �� 4 � f- tSl V r � t� w � IL R ..� W -�3- o o � � � � � � a - � � � - - � � � ry r m v p �r� (`� t`1 � p 4 ���� ��p►DO l.t��r� ��ti. �,••"'"� •. *,r 734 ' _ � : � r2/'a��r� ;- � z �, p�sS �A�ic��,,�,�c. PROJ�GT: I I�iS STRT DT: (1/2012 Df2W�! BY: PUP SHE�T `� I a I V�RI�Y EXISTING 12" 4�— GONG PIER c�N A 2'-3" X 2'-3" X 8-10° GONG �T� PAD, (TYP. (6)-PLAGE�) ���\o� O\� :��� / i NEW I2" �D GQNG PIER W! (3)—�4'S VE}2TIGAl.; ON A� 3'—O" X 3'-4" X 14" GONC: i=T'6 P,t4D W/ �5'S r4T 12" O.G. E:AGH W�+Y , -� . - . �-. � �� ., \ • _ i - �r► O 2' 4' 8' ■������� �/'���: I/�jik + Ilr011 l..r i'C �iC7T�s: ��"sr �� b/���5/ �� �� OUTLINE D� �XISTIN6 TfMBER RETAIh11N.C� 5Y5TEM BLW � ELEV?.TIONS ARE SASED ON DATUM 100'-4" = TOP O� FINISHED 6Rt�DE. • �OC7TIt�lC ELEVf�TfONS SHOWN ,4RE B?�SED G7N �INDfNG ?�D�QU,4TE 501L GOhlD1TIdNa A,5 DETAILER IN ThfE THE .C-�EOTEGHt�IG?.L REP�7fi�T. I� THE �DOTINCS ?�RE LUWERED i�UE TO 501L. G4hfPITIDNS, V'ERIFY THE GH,4N..C�ES WITH THE STi�,UGTUR,�4L ENGINEER. • GONTRAGTOR SHALL FG7LLOV�! A,LL. REQUIREM�NTS L.IST�C? IN GEOTE�HNIG?�L REPORT. FOOTING BE,hR{N� ELEVATIDN 5H,�4LL BE 4'-O"' MIN. BELDW GR,4DE; �RADE SH,ALL BE 6" MIN. BELOW TOP OP Ff7UNDf�TIC7N Wf�LL. • GONGRETE ��OTlNCS ,4RE ID° THIGK TYPIGAL U hl Q • GONGRETE FDUNDATION l�tA�LLS f�RE ,455UMED TO BE 8" WIDE TYPIGAL U.N.O. + GUNGRETE "5dN,4-TUBE" PIERS t�RE 12" N TYPIG?.L U.t� O • � IND[GATES NEW GONGR�TE FOOTINC�. • C � It�DfG,47E5 EXISTING GONGRETE �OOTING. • Q I�IDIGATES EXISTIN� GONGRETE FOU1�D?�TION W,�LL c�i? PIER. • ( XXXX"-XX" ) INDIGATES TOP OF GONG. FOOTIN� EL.EVATION. * [ XXXX"-XX" ] INI?IGATES TOP OF GONG. �OUNDf�TION W,�.LL OR PIER ELEVA�T1c�N. + GOORI�INATE THE LOG,4TION OF UTILITY PEN�Tfi�AT10N5 WITH MEGH?sNIG,4L. PROVIDE ,4 I" THIGK VOID �ORM MATERIAL f�RC7UND MEGH,4�IIGA� AT �DUND,4T{DN WALL PENETRAsTIC7N5. • ,4T ,�Ll. WOQD SILL PL,4TE5 IN GONT,hGT WITH G4N7RETE= PR��/IDE "C�REEht" TRE,4T�D W40P 51LL PL?~TE5 ON INSEGT ,4ND MOISTUR.E 5UB-51LL SHIEL.D IN BETWEEN G4NGi2�TE �4ND PL,4TE. • GOORDIN,4T� ,�LL DIMEN510�15 f��iD DET?�1L5 WITH ,4RGFfITEGTURAL DRAWINGS. * THE ENGINEER H,45 NOT BEEN ENC?.C�ED �OR GONSTRUGTION SUPEf2�`�llalON OF ?;t�(Y KIND, ,4ND l�SSUME� ND FZEaPON51BL1TY FC7R THE GONSTRUGTIC)N M�,4N5, METHCaDS, TEGHNIQUES, 5EG2UENG�S A�t�D PR.OGEDURES, OR Fc�R 5,4FETY Pi2�G?�UTIONS ,4ND f'Rc�CR?tit�i5 IN GCiNNEGTION WITH THE Gt�NSTRUGTION WORK. NEY�! 12" Q+ GONG PIE1R Wt %31-�'�4'5 VERTIG,At..; ON A� 2'—O" X 4'—bu X I t)" GC�NG F'P6 PAD Y�l �5`5 ,d►�T 12" 4.G, EA�H W,AY y a{ ��9�d�s� � ��a ��.���a � �� �' ����.� �� " ¢���� ��� � �� �� '��* �� � 3� s v�€ ?"� � � °�+� �� �-� �'. �.`" z t �y = � {�..,. 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REFER P�h1Y QUE9TlONS OR DISGREPANGIES TO bPSE PRIOR Ta OR tJURIN6 GOxS'i'RIJGTION. ■� ��� !�—� i-- � � _ �� m � C� C�'" C� �� .� �- �,! �- �� ��� �� ��� ��� �� � ��� �� �� �- � i-- � � � � � � � � � � � � � � � � � �- � � � � o� � � o w O Q c�n �r 1L iL cst o a � � � t� � ,�..�._.. cV cv � �~ � a � � fl � STA�MP +p,p,Cii? tl�,�' d�"Q''��.'...�„' y V ��+t P ; �%� : . �,�,� r�jo�/1� �� � � �� O�fi$ �At-��'�`� F'RO�1�GT; f i �f 5 STRT DT: 1(/20{2 DRWN BY: PUP ��ET ��e� (G>)-3/4" � THRU- SC?LT5 W/ 4" �11 N SPGN� (E,4GN �ND) - PRE-1�RILLED - �� — bXb �i01..�hi EXSTNG 6X1� G4LUMN (TYP (6)-PL,hGES) __ ,-,• , �, . �-, I� �, " — �� .._.� O 2' 4' 8' ■���—� �G,�LE NOT��: . . . . . . . . . . . . il��� _ �,_o�� `""' � �\ � EX7ERIOR DEGK FL04R aYSTEM SHA�LL B� 2X12'S ,hT 16" O.G. TO ?s t�i?�X SPAN O� II'-Q", 2X12'S ,d+T 12" O.G. TO ?� MAX 5P,41� O� 12'-6"', OR (2}-2XI2'S ,4T 16" O.G. Tt� f� M,d.X SF',4N OP 15'-6"' W/ 2X "TREKa" DEGKlNG. EXTERIOR DEGK LEDGER SFit�LL BE (2)-2X12, CLU�D ,4ND N,�ILED, � F�USN ^- LEt�C�R W/ (2)-3t4" 4� EXP?�N5101� Oi�. LAG-POLTS ,4T 12" O.G. - 57,4G�EREC? -(f)-2X12 ,4CAIN5T GC7NGRETE IS REQUIRED TO BE Ti2E,�TED, TYPIG?�L., U.h1.0. GON1"R.,4GTOR TO PROVIDE IGE / W,4TER �NIELD ,4T I7EGK / W,b,LL INTERF,4GE PER GC?NTRAGTOR REQUIREM�NTS. � INDIG?�TES N�W GOLUMN DOWN. ❑ INDIGRTES EXSTNC� GC?LUMN DDWN DR THRU �R,4MING. � INDIGATES EXISTING EXT�RIOR W?tLL. 0 Ii�DIG,4TE5 INTERIUR �ION-BE,4RING PA,RI'fTION Wf4LL; LOG,4TE PER ARGH DWCS. T4P OF BE,�tM EL.EVATIC7N, 7YP. _^� �IELIJ GOORPINl�TE ^�. HANG J015T� FROM ��LUSH ^� B�,4M5 f�NL? 1��DC-�ERS WITH 51MPSON LB, SURfL,, C7R HUS-TF TQP FL?.NC�E H.4NGEi?5, TYPIGAL, U.1�.4. TYPIG,4L MIf�IIMUM NAILING SH,hLL BE PkO�lIDED, WITH GOMMC7N N,41L5, r4GGORDINv TO THE 200a IBG P?,STENlNG SGHEDULE (TABL.E 2304.a.1). VERIFY PLATE HEIC�HT ELEVRTIONS W/ EXISTINC� GONDITIC7N5. ,4LL EXTERiOFZ W,4L.L5 ,4RE ,h55UMED TO BE GONSTRUGTED OF 2X6 5TUD5 5F',4GED A�T 16" O.G., TYPEGt�L, U.N.t'a. (RE: STRUGTUR.�4L CENERP�L NOTES) W/ V2" EXTERIOR PL.YWO�D, �XP05URE I, 24/16 ,4P,4 f2t�TED - W/ 5T,4CGEF2EC7 ENl7 JOfNTS, ,4ND �ASTENED W/ Sd Nfi�ILS ,4T 6" O.G. ALOt�G ?,LL P�4MEL EDl�ES AN� A�T l2" O.G. ,4L.OUG ,4LL INT�RMEDIATE SUPPC7f�T5; aUPPORT HORIZONT/�L JOIt�1T5 W/ WOOP BLOGKINC-�. - RE: GONTR,4GTOR FOR H�ti�I�R�IL FR,4MINC�. THE �NGINEER HAS NOT BEEN ENG?�C-�ED FOR GONSTRUGTION SUPERVISIQN OF f��lY KIND, �4Ni7 �455UME5 h10 RESF'ON5lBL.i'(Y FOR THE GONSTRUGTION ME?.NS, METHODS, TEGHNIQUES, SEQUENGES ?.hlD PROGEDUR�S, C�R FOR 5,4FETY PR�GAUTIONS AND PROCI??�MS IN GONNEGTION WITFI TFlE GONSTRUGTION WORK. �I� . . • OUTLIf�� OF EXISTIhiG TIMBER f2ET,�INING SYST�M BLW NEW HOT-TUB �o�,ario� NEW (2)-2XI2'S ,4T 16" O.G. 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RfSGREPANGIE5 TO bPSE PRIOR rto o�z nu�iNC coxsrrzucTtart. � �■� � � � � �■� ,. � � � �� � � � � � �yI �� 1 � � '�11� � R{ ' ` �I�� � Y � �� � V � � �4 ���I� � � � � ' P � � � � � � � � �`J . 1 � 1�1�� � � � � � � > � � ,� � o � z �- � � w � iL SL �,, W Q O t� � � � � �� Q p t� tn � � N N !U �~ t� � Q N � .� c� o 5T,4MP ��0 e.1�,�� �Q� .�•""� •. .� : 7� : « �,�t 12f�g��2 ,: �r �. � ���sS �JNAt� ������c. PRO.�EGT: I I�fiS STRT DT: I V2+J12 DRW�! BY= PUP SH�ET �� ��