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I -888-362-4685 INFOObPSE.NET ' � C ; WWW.bPSE .NET � � �..ANS Arm ►�xi�x [ MATSRIAL, f�RE1N, ARE : � INSTRUMENTS OF 5ERVIGE AND n� r� �cr�rr oF �, u.c. � _ tb�. rxa� oF TMis �nwir� E NOTE : OR AN1' INFORMATION GONTAIMED � WITFfiP1t ON A PRC.EGT OTHER T�iAN I THE EXISTING LOAD irmicA�c ix r� rin� e�.ocic, is P�4TH A�T THESE THREE �ieiTm wnrairr w�rr� ' W �xr�tissiow AxoM �. � is , HEADERS HAS NOT BEEN rior �o►�is� � �z�xazs I Q /•4LTERED FROM THE �a►�nr�Ti�or s�� ' --� ORI6INAL GONDITIONS, visc�nNCiES To � PrxioR i � � HE�DERS YJERE RA�IS�D To ori vuRir� corwrnucrioN. � ' � z IN ELEVATION ONLY; � ; � ' ...��EXSTNG � Z LOADIN6 FROM LEVELS Y T.O. PLYWD � � �BOVE H,45 .4L50 BEEN (�■■ ; ' � w TAfGEN INTO AGGOUNT. ' ( IY O M ; � � W ' I � ; ' S�'� G I � I G �TI 01�5 : � m � � j (2)-2X4 ( N I iV } W/�L L P��H � X DE516N LOaDS : BM ENL� - � Y �: GODE EDITION : 20Gi ISG / IRG � [�4)-TOTAL, � � L I VE L0r4D5: E�4GH END] � � � ROOF _ < 3 : 12 100 'SF � � ^ � � � � � • ROOF SLOPING 80 f5F � � � � ` • FLOORS 40 i5F � DEAD LOADS: � ` r • ROOF 20 f5F � � LI� � PLOORS ( S P�F (NO GONG. TOPP'N) � � LATER,4L LO?�DS: � EXSTNG PLR - � � � . B?�51G WIND SPEED : q0 NPH FR4MIN6 � F • EXP05URE : W,4 (,455UMED) ('� O j • SEISMIG DE51GN GLA55: W� 1-1 � C YERIFY GONT. E STRUGTUR�.L WOOD FR,4MING SPEGIFIc/4TION5: � t t .1015T5 ASV B�4TH � � � ' �4. WOOD FRAMING SHALL GONFORNTO THE REQUiREMENTS OUTLINED IN THE ND5 � � EX5TN6 I I RM HEADER, OR O -I "SPEGIFIG,4TION5 OF 5TRE55 6R,�DE LUMBER ,4ND ITS F�45TENIN65," LATEST EDITION, 1��,1 � ^ � � PROVIDE TYPIG�L ^ (2)-2X4 IN T.O . PLYWD L� HEAD�R ASSEMBLY u � AND GONSTRUGTION M�4TERI �L Sb4LL GONFORM TO THE GURRENT IBG. � � ( � � � , B. FR,4MIN6 ?�ND TRU55 LUMBER SH,�,LL BE DRY DOUGLAS FIR-LARGH (DF), ,4GGORDING TQ E�4GH P.hRTY � � THE FOLLOWIN6 REGOMMENDr�TIClS : �LL 2 NOMIN?�L LUMBER, EXGEPT STUDS SHALL W�4LL - E�GH �� BM END - � BE DF #2 OR BETTER, P�ND 50LIL TIMBER BEf�MS �ND POST 3 " NOMINAL AND WIDER, [(4)-TOTAL, � � u- SHALL BE DF #2 OR BETTER. �AGH END] � Q � G . r4LL 5TUD5 SH�LL BE STUD GR,4LE DOU6LA5 FIR-LARGH OR HEM-FIR (HF) . D . TOP /•4ND BOTTOM PL�TES SHALLBE DOU6L�5 PIR-LARGH OR HEM-FIR #2, OR BETTER. -��'�- �- Z f PLA'TE5 IN DIREGT GONTAGT WITf� GONGRE'TE OR MASONRY SH�LL BE PRE55URE EXSTN6 � � i � TREATED HEM-FIR # I . (2)-2X4 IN � � E . DIMEN510N LUMBER (2 "+ WIDE X 4- 12 " DEEP) H�45 BEEN DESIGNED �455UMING THE EAGH P�.RTY T.O. PLYWD O ` w � :` FOLLOWING 5TRE55 PROPERTIES� FLEXURAL STRESS, 900 P51 ; HORIZONT�L SHE?�R, Ia0 INP�LL - EA�GH � � � PSI ; MODULUS OF EL�45TIGITY, I ,6C!�,000 P51 ; TEN510N P?�RA�LLEL TO CR,41N, 450 P51 ; BM END - ; GOMPR�5510N PARP.LLEL TO C�ReIN, 850 PSI ; GOMPRE5510N P�RPENDIGUL�R TO 6RAIN, [(4)-TOT/�L, ' 625 P51 . EAGH END] EX5TN6 FLR l F. FOR �LL 50LID OR BUILT-UP GOUMNS BEARING THROU6H FLOOR J015T SPAGES; FRAMING ; PROVIDE BLOGKING IN J015T SP�GE, WITH GRO55 SEGTIONAL ?�REI� TO MATGH THE (ASSUMED) j; GOLUMN aBOYE. � ' G. ANY HOL�S REQUIRED IN THE WOCD FR�MING; SH�LL BE DRILLED THRU THE GENTERLINE E ; OF THE 5TUD5 AND/ OR J015T5 �lD SH�LL NOT EXGEED ?� I /� " DIAMETER. �X5TN6 PLR � H. UNLE55 NOTED OTHERWISE, STE�LGONNEGTORS SUGH AS THOSE MANUPAGTURED BY THE �R,4MING � SIMPSON GOMP�NY SH�LL BE U51D TO JOIN RAPTERS/ JOISTS OR BEAMS TO OTHER (A55UMED) SEAMS AT FLUSH-FR�rMED GONDI'IDNS. USE N?�ILS SPEGIFIED BY THE MANUP�GTURER � AND PROVIDE THE MaXIMUM NA11.3 5U6GESTED . GONTAGT THE STRUGTUR.?�L E�l61NEER FOR �DDITION�4L GONNEGTIONS AdD DET�ILS, �5 REQUIRED . � � , � � GENERAL SPEGIFIG�TIONS : � �. IF GONSTRUGTION ,4D.101N5 AN E�5TIN6 STRUGTURE; THE GONTRAGTOR SHALL BE � � RESPON5IBLE POR YERIFYING TH� DIMENSIONS, ELEV.4TION5, FRAMIN6, POUND?�TION ?�ND � ?�NYTHIN6 ELSE TH?�T M�Y �FFEGT TH� WORK SHOWN ON THE STRUGTURA�L PL�NS. (UNDER PINNIN6, SHORIN6 .4ND SF4GING OF THE EXISTIN6 STRUGTURE SH�LL BE THE � 50LE RE5PON51BILITY OP THE GG�ITR�GT01?} . B. EN6INEERS AGGEPT�NGE MUST B! S�GURED FOR ALL STRUGTUR,4L SUBSTITUTIONS. G. GOORDINATE R�QUIREMENTS PORM�GHANIGAL/ ELEGTRIG�4L/ PLUMBIN6 PENETR?�TIONS THROUCH STRUGTURAL ELEMENTS �iITH TH� STRUGTURAL ENGINEER. PRIOR TO � � � � � � � � �j � I � ( � � � � I - I I `� � � � � I `� rZ INSTALL,hTION OF SUGH EQUIPMEN' OR OTHER ITEMS TO BE �TT�4GHED TO THE > STRUGTURE, THE GONTR,4GTOR SHtLL �L50 OBT,41N APPROYAL FOR GONNEGTIONS �hND SUPPORT. GONTR�GTOR SHaLL fJRNISH REQUIRED HANGERS, GONNEGTIONS, ETG. � 2 , 4, 8 , � REQUIRED FOR INSTALLATION OFSUGH ITEMS, UNLE55 SPEGIFIG?�LLY NOTED ON PL/�NS. � D. NON-STRUGTURP�L ELEMENTS : ?�LL�LEMENTS NOT SPEGIFIGr4LLY STRUGTUR4L, SUGH A5 NON-8�,4RIN6 PARTITIONS �TT�GiED TO AND/OR SUPPORT�D BY THE STRUGTURE SHALL z T�4KE INTO AGGOUNT /�NY DEFLECfIONS AND OTHER STRUGTUR?�L MOYEMENT. SG�� : I /4 �� = I � _O ° � f- N E . FIRE PROTEGTION : STRUGTUR�L filD NON-STRUGTURAL ELEMENTS SHALL BE PROVIDED THE �DEQU�TE PIRE PROTEGTION PER GODE, FOR THE TYPE OF GONSTRUGTION � � SPEGIFIED BY THE �RGHITEGTUR,4. DRAWIN65. ��T� '�'--7' � ^ � \ ', ' F. THE STRUGTURAL DR�WINGS ILLU�TR�4TE THE GOMPLETED STRUGTURE WITH ALL ( ' 1 � w f ELEMENTS IN TH� IR FIN�4L P051TIQ�lS, SUPPORTED �ND BRAGED . THE GONTR�GTOR, IN • INTERiC�R FLOOR FR�MING 5Y5TEM 15 �A15TIN6 f+.ND REM� INS IN PL�4GE � UN-A�LTERED, `! p �j f THE PROPER SEQUENGE, 5Hr4LL Pf,OYIDE SHORING AND BR�GIN6, �ND N�GESSARY T1'PIGAL, U.N.O. � � � ' PREGAUTIONS, AS MAY BE REQUIi�D DURIN6 GONSTRUGTION TO �tGHIE1/E THE PINAL • VERIFY PL,4TE HE16HT � BE�4M ELEY�TI�N5 W/ EXI5TIN6 GONDITIONS / ,hRGH DW65. W i' GOMPL�TED STRUGTURE. GONT,4Cf EN6INEER FOR GONSULTP�TION (NOT IN GONTRAGT) . ❑ INDIG?�TES GOLUMN DOWN TO EXISTN6 FR�MIN6 (OR GONGRETE) BELCJW; � ! AS REQUIRED. 6. TH� STRUGTUR�tL EN6INEER 5H�4L) BE GONT�4GTED DURIN6 THE GONSTRUGTION PH�SE TO <TMR> INRIGATES TRIMMER STUD, <KN6> VDIGATES KIN6 STUD. , ` ��=i��,�:� - j MaKE THE JOB 51TE 085ERV�TIG�lS NEGE55ARY TO GONFIRM TH�T THE GONSTRUGTION '� �h '�4:' � � � • � INDIG?�TES (?�55UNi�D) INTERIOR BE�RIN6 WALL. u ., �.,�� '� r�� q, C IS PROGEEDINC r4GGORDIN6 TO �-IE PL�NS AND SPEGIFIGATIONS. JOB-SITE . � INDIGA�TES EXI5TIN6 INTERIOR NON-3EARIN6 P�RTITION WALL, WHIGH REMAIN IN PL�GE. �� "' � �� .,A' `�q � ", r � s�� q� OBSERV�TIONS SHALL NOT BE GcN51DERED GONSTRUGTION APPROVALS (STRUGTURAL �� ,�� ;. ` ' ��;� �� . � � ENGINEER SH�LL BE GONTAGTED3Y THE GENERAL GONTR,4GTOR ,4ND NOT THE • �LL WOOD 51LL PL�TES IN GONTAGT WI 'H GONGRETE; PROVIDE 6REEN TREA'I'ED WOOD ��;�� „ "� F� ..� ��A��°� ��, � � � i SUB-GONSULT?►NTS. 6ENERI�L GOf�Z?tGTOR IS AL50 RESPONSIBLE FOR THE 51LL PL,4TE5 ON INSEGT �4ND M015TURE �UB-51LL SHIELD IN BETWEEN GONGRETE PaND PLP�'I�. :�� m ° �;, /� �°° ..,w„ �� O 0 � ' SUS-GONSULTANTS WORK) . • TYPIGAL MINIMUM NAILIN6 SHALL 8� PRJYIDED, WITH GOMMON N�41L5, ,4GGORDING TO THE 4ti°� `°i� � '�` �� / � H. �LL OM15510N5 OR D15GREPP�NG1 :5 BETWEEN V?�RIOUS ELEMENTS OF THE WORKING OR °�`�:� �"°�e � EX15TIN6 DR�.WIN65 AND/OR SPEIFIGATIONS, ?�5 THEY M,4Y OGGUR, SHALL BE BROUGHT �003 ISG FASTENING SGHEDULE (TABL�2304.q . U . ��e° �'`°� . TO THE �TTENTION OF THE STRUGURAL EN6INEER PRIOR TO OR DURING THE � RE : MANUF?�GTURER FOR 51ZE ?�ND LOGkTION OF ROU6H OPENIN65 IN STUP WALLS. ��m°'`w�«� �35, � z , GONSTRUGTION WORK INYOLYED . ZELEASE OF THESE DRAWIN65 �4NTIGIPATES • THE ENGINEER HA5 NOT SEEN ENGA6EDFOR GONSTRUGTION SUPERVI510N OF ANY KIND, f�ND � � GOOPERATION �4ND GONTINUED GOMMUNIG�TION BETWEEN TH� GONTRAGTOR, ARGHITEGT Ati55UME5 NG? RESPONSISLITY FOR THE C�NSTRUGTION MEANS, METHODS, TEGHNIQUES, � AND EN6INEER TO PROVIDE THE 6�ST POSSISLE STRUGTURE. THESE Di?.,4WIN65 Hr4YE STA�MP BEEN PREPr4RED FOR THE U5E Of ,4 LIGENSED GONTR�GTOR, EXPERIENGED WITH THE SEG2UENGES AND PROG�DURES, OR FOR3AFETY PREGatJTIONS �ND PR06RAM5 IN ' GONSTRUGTION TEGHNIQUES �4ND �YSTEMS DEPIGTED . GONNEGTION WITH THE GONSTRUGTION W�RK. ��pDO �IC�c .... �O � P � : ��a � � � >0�05f�1,,�s"� 'k�, «�G��`� � �AIA1. } � � � � � � PROJEGT: I 141 , : ' STRT DT: �t/2011 ; � �' � � � �,( � DRWN BY: PUP � oc� a 5 2�� s�Er � � g , �� wL � � . 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RHJ5E OF THI5 DRAWIN6 NOTE : OR AMf INFORMATION GONTAIMED WITHINr ON A PRO.�GT OTF�R T�iAN THE EXISTIN6 LO,hD ir�icA�c iN r+� ri� si.ocK, is PATH �4T THESE THREE �iBiTE° wnr�ur "�w'-� i PERMI5510W FROM bPr.�. bP�.+E 15 r W HEADERS HA5 1�OT BEEN rior r�oxsie�.� r-orx �rxr�crss � I I d ALTERED FROM TH1E �nMr�ri�or s�� ( � ORI6IN�L GONDITIONS, DISGREPANGIES TO bPS� PRIOR HE�4DER5 WERE RAISED TO OR DURIN6 GONSTRIJGTION. � ( ? IN ELE1/�+.TION ONLY; EXSTNG � � Z LOADING FROM LEVELS T.O. PLYWD � ( � ABOVE H�45 �L50 BE�N �� ; ( ( w TAKEN INTO �GGOUNT. � � ( � ' ' r■ir � ( � j � ( � i �''J�� Ci � � � �i �tT I O�J c I I m (2)-2X4 IN � ( IV � � E?�GH PARTY � � � �■ � VJALL - EAGH �t1 ; j D�51GN LOA�DS: BM END - �j � �� GODE EDITION : 200? IBG / IRG [(4)-TOTAL, ; � E,hGH ENDI � � � � , L11/E LO�DS� � I' • ROOF - < 3 : 12 I00 P5F � f i • ROOF - SLOPING 80 F�F „ • FLOORS 40 F�F � � DE�4D LOADS: � S r � , • ROOF 20 F�F � � U� ' ,, i • FLOORS 15 P° (NO GONG . TOPP'N) � ��!� LATER?�L LO�DS: • B/�51G WIND SPEED : a0 M'H EXSTNG FLR — � ! • EXPOSURE : WA (?�55UM�) �n ( • SE 15M I G DE516N GLA55 : N/A i-1 � � YERIFY GONT. � v `' STRUGTURAL WOOD FR�MING SPEGIFIG4TION5: t 2 .1015T5 ABV B�.TH � ,4. WOOD FR�MING SHaLL GONPORMTO THE REQUIREMENTS OUTLINED IN TH� ND5 „1� EXSTNc� � I I RM HEADER, OR O —I "SPEGIFIGATIONS OP STRE55 GR?�E LUMB�R ,4ND ITS F?STENIN65," LATEST EDITION, Zt ,1I ^ � � PROVIDE TYPIGAL Q � � (2)-2X4 IN T.O . PLYWD L� HEADER ASSEMBLY X � ?�ND GONSTRUGTION MATERI �.L 5F�L.L GONFORM TO THE GURRENT IBG . I I I I E?�GH PARTY .�� B. FR�MIN6 AND TRU55 LUMBER SHI�_L BE DRY DOUCLAS FIR-LARGH (DF), P�GGORDING TO W�LL - E,4GH � j THE FOLLOWIN6 REGOMMEND�TIOlS : �4LL 2 NOMINAL LUMBER, EXGEPT STUDS SH�.LL BM END - � . B� DF #2 OR BETTER, AND SOL I DTI MBER BEAMS ?�ND P05T 3 " NOM I N�hL AND W I DER, [(4i-TOT,hL, � � � �h SHALL BE DF #2 OR BE'i'rER. E�GH END] � O �' G . ALL STUDS SH�LL BE STUD 6RA� DOUC�L,45 FIR-L�RGH OR HEM-FIR (HP) . D . TOP ?�ND BOTTOM PLf�TES SH�LLBE DOU6LA5 FIR-LARGH OR HEM-FIR #2, OR BETTER. � Z ' � PL,4TE5 IN DIREGT GONTAGT WITHGONGRETE OR MA50NRY SHALL BE PRE55UR� EXSTN6 TRE�TED HEM-FIR # I . (�)-�X4 IN �j� �� Y T.O. PLYWD "� � � E . DIMEN510N LUMBER (2 + WIDE X 4 - 12 DEEP) H?�5 BEEN DE5IGNED ?SSUMING THE EAGH PARTY O , FOLLOWINC 5TRE55 PROP�RTIES: FLEXURA�L STRE55, a00 P51 ; HORIZONTAL SHE?�R, Ia0 W�tLL - �?�GH �— � P51 ; MODULUS OF ELASTIGITY, I ,60�,000 P51 ; TENSION P14RP�LLEL TO GR?� IN, 450 PSI ; BM END - GOMPRESSION P�4R�4LLEL TO GRf� N, 850 P51 ; GOMPRE5510N PERPENDIGULAR TO GR�tIN, [(4)-TOT,4L., EXSTNG FLR � ' 625 P51 . E�4GH END] � � '` F . FOR ALL 50LID OR BUILT-UP GOUMNS BE?.RING THROU6H FLOOR J015T SPAGES; FiZ4MIN6 ; ` ; �w PROYIDE BLOGKIN6 IN JOIST 5P?:E, WITH GROSS SEGTION�L AREA TO MATGH THE (�155UMED) �; � " GOLUMN ABOYE. � � G. r�1NY HOLES REQUIRED IN THE WOG7 FR�MING; SH�LL BE DRILLED THRU THE GENTERLINE ` � OF THE 5TUD5 �ND/ OR J015T5 ,41D SH�.LL NOT EXGE�D � I /2 " DIAMETEiZ. EXSTN6 FLR �' H. UNLE55 NOTED OTHERWISE, STEEL �ONNEGTORS SUGH AS THOSE MANUFAGTURED BY TH� PRAMING � SIMP50N GOMP�NY SHALL BE USD TO JOIN RAPTERS/ .1015T5 OR BE�4M5 TO OTHER (�55UMED) 4 BEAMS �T FL.USH-FR�MED GONDI 'IONS. USE NAILS SPEGIFI �D BY THE MANUFAGTURER � ; ; AND PROYIDE THE MAXIMUM NAIL� SU66ESTED . GONTA�GT THE STRUGTURAL ENCINEER � FOR ,4DDITIONAL GONNEGTIONS �!D DETAILS, A5 REQUIRED . � r GENERAL SPEGIFIGATIONS : � - A. IF GONSTRUGTION AD.101N5 AN EX5TIN6 STRUGTURE; THE GONTRAGTOR SH,4LL BE � RESPON5IBLE FOR 1/ERIFYINCC THf DIMENSIONS, �LEV�TIONS, FRAMING, FOUND,4TION AND i ANYTHIN6 ELSE THAT MI�Y �FFEG" THE WORK SHOWN ON THE STRUGTURAL PLANS. i ' NNDER PINNIN6, SHORING AND BR�GING OF THE EXISTIN6 STRUGTURE 5H,4L.L BE THE , SOLE RESPON5IBILITY OF THE GOITRl�GTO�. B. ENGINEERS ,4GGEPT�4NGE MUST BE SEGURED FOR ALL STRUGTURAL 5UB5TITUTIONS. G. GOORDINA�TE REQUIREMENTS POR�GHANIG�L/ ELEGTRIG?�L/ PLUMBIN6 PENETRATIONS THROU6H STRUGTUR?.L ELEMENTS VI TH THE STRUGTURAL EN61 NEER. PRI OR TO � � fi �� j � ( � I I `t � � � �� I `4� � � � � I '� � INSTALL,4TION OF SUGH EQUIPMEN" OR OTHER ITEMS TO BE ATT�GHED TO THE STRUGTURE, THE GONTRAGTOR SH�LL AL50 OBTAIN aPPROV�I.. FOR GONNEGTIONS AND � SUPPORT. GONTRAGTOR 5H?�LL ��RNISH REQUIRED HANGERS, GONNEGTIONS, ETG. p � ' 4' 8 ' REG2UIRED FOR IN5T,41.L�TION OF 3UGH ITEMS, UNLE55 SPEGIFIGA�LLY NOTED ON PLANS. � D. NON-STRUGTURAL ELEM�NTS : ALL _LEMENTS NOT SPEGIFIGALLY STRUGTUR,4L, SUGH a5 NON-BEARIN6 PARTITIONS ATTAGIED TO �4ND/OR SUPPORTED BY THE STRUGTURE SHf�tLL Z T�.KE I NTO �GGOUNT ANY DEFLEQI ON5 �ND OTHER 5TRUGTUR�4L MOYEMENT. SG�tL� : I /�F ° = I �-O ° � � N E. FIRE PRO'TEGTION : STRUGTURAL ?�ID NON-STRUGTUR?�L ELEMENTS SHALL BE PROVIDED - � � THE ADEQUr�TE PIRE PROl'EGTION,PER GODE, FOR THE TYPE OF GONSTRUGTIOhI � } , SPEGIFIED BY THE JhRGHITEGTURA_ DRAWIN65. �� T� S � � � � F. THE STRUGTUR�L DRAWINGS ( LLU9Rr4TE TFf� GOMPLETED STRUGTURE WITH ALL t n � W � ELEMENTS IN THEIR PIN�L P051TIGV5, SUPPORTED ?rND BR,4GED. THE GONTRaGTOR, IN • INTERIOR FLOOR FR,4MINC SYSTEM IS E� ISTIN6 �4ND REM,41N5 IN PLAGE 6 UN-?tiLTERED, V p �j E THE PROPER SEQUENGE, 5H�4LL PFDVIDE SHORING �ND BR�GING, AND NEGE55�hRY �°YPIG,4L, U .N.O . 7 � � �; , PREGAUTIONS, �S MA�Y BE REQUIF'cD DURING GONSTRUGTION TO �GHIEVE T�-fE FIN,4L � �`— Ll � 1/ERIFY PL?�TE HE16HT � BE,4M ELE1(?�TI �NS W/ EXI5TIN6 GONDITIONS / ?�RGH DWGS. W � s GOMPLE'I'ED STRUGTURE . GONT/�Q EN6INEER FOR GONSULTATION (NOT IN GONTRI�GT) � ; � ,h5 R�G2UIRED. • ❑ 1NDIGEtTES GOLUMN DOWN TO EXISTIl6 PR,4MING (OR GONGRETE) BELOW; � � ; � G. THE STRUGTURAL ENGINE�R SH1hL1 BE GONTAGTED DURIN6 THE GONSTRUGTION PHASE TO <TMR.> INPIG�hTES TRIMMER STUD, <KNG> NDIGATES KIN6 STUD . ' ; M�.KE TH� JOB 51 'T� OBSERYATIOlS NEGE55�4RY TO GONFIRM THAT THE GONSTRUGTION • � INDIGAT�S (?�55UMED) INTERIOR BEfRING WALL. � a 15 PROGEEDING ,+�GGORDIN6 TO T�E PLANS ?�ND SPEGIFIGA�TIONS. JOB-SITE � INDIG?�TES EXI5TIN6 INTERIOR NON-DE,4RIN6 P�4RTITION YVaLL WHIGH REMAIN IN PL,4GE. ! 085ERV,4TION5 SHALL NOT BE GQ�ISIDERED GONSTRUGTION APPROV,hLS (STRUGTUP.�L � ' ' ,41.L WOOL7 SILL PLATES IN GONT�.GT WI1-! GONGRETE• PROVIDE "6REEN " TRE?.TED WOOf.� � f EN6INEER SHALL BE G�NTAGTED 3Y THE GENERAL GONTR,4GTOR AND NOT THE ° , �n � � 5U8-GONSULT,4NT5. 6Ehl�R�4L GON:,4G'I'OR IS ?�L50 RESPON518LE �OR THE 51LL PL,4TE5 ON INSEGT ,4ND M015TURE SUB-SILL SHIELD IN BETWEEN GONGRETE AND PL�hTE . � O 0 ; SUB-GONSULTANTS WORK) . • TYPIG?�L. MINIMUM N,4ILING SH�LL BE PRoYIDED, WITH GOMMON NAILS, �4GGORDII�G TO THE ' i H. ALL OM15510N5 OR D15GREP�NGIiS BETWEEN YARIOUS ELEMENTS OF THE WORKIN6 OR 2003 ISG FASTENING SGHEDULE (T,hBL�2304.q . 1) . ; EXISTIN6 DR4WIN65 r4ND/OR SPEaIFIGP�TIONS, AS THEY M�Y OGGUR, SHALL BE BROUGHT TO THE �TTENTION OF THE STRUGURAL EN6INEER PRIOR TO OR DURINC-� THE • RE : M�4NUFf�GTURER POR SIZE P�ND LOGnTION OF ROU6H OPENIN65 ! N STUD 6^IALLS. � Z GONSTRUGTION WORK INYOLYED. P.ELEASE OF THESE DR�4WIN65 ANTIGIP�TES • THE ENC�INEER H,hS NOT BE�N ENGAGED =0R GONSTRUGTION SUP�RVI510N OF /�NY KIND, AND GOOPERATION �ND GONTINUED GCMMUNIG�4TION BETWEEN THE GONTRAGTOR, ARGHITEGT �55UME5 NO RE5PON51BLITY POR THE C.�NSTRUGTION MEANS, METHODS, TEGHNIQUES, ST�MP AND �N6INEER TO PROVIDE THE �ST POSSIBLE STRUGTURE. THESE DRAWINGS H�YE SEQUENGES aND PROGEDURES, OR FOR iA�FETY PREG�4UTIONS AND PR06RAM5 IN BEEN PREP�4RED POR THE U5E O�� LIGENSED GONTRP�GTOR, EXPERIENGED WITH THE � GONSTRUGTION TEGHNIQUES �ND °i'STEMS DEPIGTED . GONNEGTION WITH THE GONSTRUGTION WcRK. �D�pDO tt�E VQ •• p t , 7ga � ` ; � z f ; � � � � � � >%5��1 Q � ;� � � ; \�� ; , ��ONA1.E�'�' j ; ;. 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