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<br /> V �I ���V ( � "
<br /> GENERAL 5TRUGTURAL NOTES �U I �� I ��
<br /> I?. TIMBER GONiJ�GTORS GALLED OUT BY L�TT�RS AND NUMBERS SFiaL.L BE "STRON6-TIE" BY 51MPSON GOMf'ANY,A5 5P�GIFIED IN THEIR GATA1.06 N�IBER G2015. �QUIYAL�NT DF1/IGES BY OTF�R MANUFAGTUR�RS MAY BE
<br /> (THE �OLLOWING APPLY UW�55 SHOWN OTHERWISE ON THE i'LA�NS) AGGORDNANDGF W�ITH�Tf� MANUFAGIURER'S REGOMM�NDATIONS��WHFRE GO�GTOR�STRAPS GO�M�GT TWO Y�MEMBER5�,PLAGE�O�Al.� OF�I�OR BOLTS IN EA�MGH�MEMBER. ALL BO�TS IN YVO��MSERS SHA�L�Ix T��l�l�l T
<br /> GRlT�RIA 5f'EGIPIED BY TF� MAMJFAGTURER 5H� PR0 IV DED�AI�.I. SFiI�AU.BE 5PA50NED Ai�D DRIED A��AME oGRADE(MINIMUM) A5 MEMB�M�GTED. ALL SAWN LUMBER� SHALL �N� 70rF ILUSH I �I- �O X � I " I��T
<br /> BEaMS WITH "LU5' SERIES JOIST HANGERS AND ALL PRE�ABRIGATED PLYWOOD N� JOISTS SHALL B� GOM�IEGTED TO FUJSH BEAMS WITH "IU5" SFRIES J015T HAN6ER5 UNLE551�TED OTFfERW15F.
<br /> I. AL� MATERIALS YVORKMANSHIP.DE516N,AND GONSTRUGTION 5HAU. GOI�ORM TO TI�DRAWItJc55,51'�GI�IGATIONS,AND Tt� 2015 INTERNATIONAL BUILDIN6 GODP {IBG). JOO I O���c'.�' �t��.
<br /> 2. DE516N LOADIN6 GRITERIA AL.L GOM�GTIONS IN GONTAGT WITH PRE5ERVATIVE-TREATED OR �IRE-RETARDANT-TREAT�D WOOD,5HALL SE OF HOT DIPPED ZII�-GOAT�D 6/4LVANIZED ST�L OR STAINLE55 STEfL. HOT DIPi'ED 6ALVANIZED FASTENERS �V�fi��TT, !� �l� �8 2 O I
<br /> SHOULD GONFORM TO ASTM 5TANDARD 153,AND HOT DIPPED 6ALYANIZED GONNEGTORS SHOULD GON�ORM TO ASTM STANDARD A653 (GLA55 6-185). 57AINLE55 5T�1. �A5T�R5 AND GONNEGTORS SHOULD BE TYPE 304
<br /> STAIWEXIT LIl/E LOAD 100 P5F OR 300 LBS OR 316. NOTE: 4.EGIROPLATED 6ALYANIZ�D �ASTEI�RS aND GONNEGTORS ARE NOT TO � USED WITH PR� TREATED WOOD. SIMPSON PR4DUGT�INI�S GORRC-SPONDIN6 TO TF� A80VE REQUIREM�NTS ARE ZMAX
<br /> (HOT DIPPED 6ALVANIZED) AND 55T300 (STAIN�55 ST�. STAINLE55 STEEL. HARDWARE AND FAST�NERS SHAU. NOT B� CAMBINED WITH UNTREATED OR 6ALVANIZED MATERI,41.. � ��k�,�� ,�F����§�R f , a
<br /> 3. 5TR�JGTURAL DRAYVINGS SHALL B� USED IN GONJUNGTION WITti P�RGiITEGTURAL DRAININGS FOR BIDDIN6 AND GONSTRUGTION. CANTRAGTOR aHALL YERI�Y DIN�N5tON5 AND GONDITIONS �OR GOMPATIBILITY AND SFfALL NOTIFY a ,+��, „ �,���
<br /> ARGHITEGT OF ANl' DISGREPANGIES PRIOR TO GONSTRUGTION. ALL DI1�1�510N5 SHOV�1 ON THE STRIKTURAL DRAWINGS ARE INTENDED �OR RE�ERENGE ONLY. REf�R TO ARGHITEGTURAL DRAWINGS�OR ALL DIN�1510N5.
<br /> 18. YVOOD �A51'EW�RS: �
<br /> 4. GONTRAGTOR SFfALL VERI�`( ALL EXI5TIN6 DIMEN510N5,MEMBFR 51Z�5,AND GONDITIONS PRIOR TO GOMMENGIN6 ANY WORK. ALL DIt�EN510N5 OF EXI5TIN6 GONSTRUGTION SHOWN ON THE STRUGTURAL DRAWIN65 ARE INT�D �
<br /> AS GUIDELINfS ONLY AI�ID MUST BE VERI�IED. A. NAIL 51ZE5 SPEGI�IED ON DRAWII�S ARE BASED ON THE FOLI.OWING SP�GtFIGATI0N5: �
<br /> �.
<br /> �
<br /> 5. GONTRAGTOR SHALL i'ROYIDE TEMPORARY BRAGIN6 FOR THE STRUGTUFZE AND STRUGTURAL GOMPONENTS UNTIL ALL FINAL GONNEGTIONS�fAVE BE�N GOMPIFTED IN AGGORUA�NGE WITH THE i'1.AN5. � NC�TH DIAN�TER � - �
<br /> bD 2"• 0.113"
<br /> b. GONTRAGTOR SHAU. 8E RESPONSIBLE FOR aLL SAFETY PREGAUTIONS AND TF� N�THODS, T�GHNIG�IES,SEG�ENGES,OR PROGEDURES REQUIRfD TO PERfORM TF� WORK. tHE 5TRUGTURAL EN6INE�R HA5 NO Ol(ERAl.L SD 2-I/2" 0.131" �+
<br /> SUPERYI50RY AUTHORITY OR AGTUAL AND/OR DIREGT R�Sf'ON5IBILITY FOR THE SP�GFIG WORKIN6 GONDITIONS aT THE 51TE AND/OR FOR ANY HAZARDS R�SU�TING f�OM TF� AGTIONS OF ANY TRAD� CANTRAGTOR. THE �pp 3" 0.148" � � '
<br /> STRUGTi1RAi_ �N61N�fR HAS NO DUTY TO INSP�GT,SUP�RYISE,NOTE,GORREGT,OR REPORT ANY HEAd.TH OR SA�ETY DE�IG�IES OF TH� OY�ER,GONTRA�GTORS,OR OTHER ENTITIES OR PER50N5 AT THE PRO.�GT 51'I�. 12D 3-I/4" 0.148" � �
<br /> IbD 3-I/2" 0.162" � '°
<br /> �. GONTRAGTOR-INITIATED GHANGES SHAU. BE 5UBMITT�D IN WRITING TO TH� ARGHITEGT�JD STRUGTURAL �N61N�R FOR APPROYAL PRIOR TO �ABRIGATION OR GONSTRUGTION. GHAt�ES SHONM ON SHOP DRAWINGS ONLY WILL �
<br /> NOT SATISFY THIS REQUIR�MENT. DE516N 15 SASED ON GOMMON 5T�1. WIRE NAILS MEETfNb THE REQUIREMENTS 0� ASTM FI667. U5E OF ALTERNATE �A5TE1�R5 NUST BE SUBMITTED �OR REVIFYV AND APPROYAI. BY THE STRUGTURAI. �N6INEER f'RIOR TO 1� �
<br /> 5TART OF GONSTRUGTION.
<br /> 8. DFZAWINGS INDIGATE 6ENERAL AND TYPIGAL DETAILS OF GONSTRUGTION. YV� CANDITIONS ARE NOT 51�EGIFIGALLY INDIGATED,8UT ARE OF 51MILAR GHA�RAGTER TO DETAILS SHOWN,51MILAR DETAILS OF GONSTRUGTION
<br /> SHALL BF U5ED, �GT TO REVIEW AND APPR4YAL BY TF� ARGHITEGT AND THE STRUGTURAL �If�ER. B. NAILS - 1'LYWOOD (APA RATED SHEATHIN6I �A5T�R5 TO FRAMtN6 SHAL.L BE DRIVEN FLUSH TO FAGE OF SHEATHIN6 YYITFf NO GOUNTER5INKIN6 PERMITTED. ��I� RO�K���L��R ,�V� .
<br /> q. STATEN�NT SPEGIAL INSPEGTIONS: �V�R���, �1,� ���O I
<br /> Iq. WOOD FRAMIN6 NOTES - THE�OLLOWIN6 APP1.Y UN1.�55 OTHEWNI�E SHONW ON THE PLANS: i�#�O N�: ���.�!�1.�O I l ,
<br /> T4iF FOLLOWIi� GONSTRUGTION TYPES ,hRE TO SE RE1/I�V�D 8'( A 51'�GIAI.. INSPEGTOR DE516NAT�D BY TI� OWNER OR ARGHITEGT. THE 5PEGIAL INSf'EGTOR SNALL BP A QUAI.I�IED PER50N WHO SHAI.L DEMONSTRATE ���: ���.�i�.����
<br /> GOMPETENGE,TO TI� 5ATI5�AGTION OF TI� BUILDING OFPIGIAL,�OR IN�EGTION OF Ti�PARTIGULAR TYPE OF GON5TIZUGTION OR OPERATION REQUIRIN6 SPEGIAL INSPEGTION. SPEGIAL INSPEGTION SHAJ..I. GONFORM TO A. ALL WOOD FRAMIN6 DETAIl.S NOT SHOWN OTHERWIS� SHALL BE CANSTRUGTED TO THE MINIMUM STANDaRDS OF T4� INTERNATIONAL BUII.DIN6 GODE. MINIMUM NAILING, UNLE55 OTHERWISE NOTED, SHALL CANFORM TO TABLE �
<br /> SEGTION I104 OF THE 2015 INT�RNATIONAL BUII.DIN6 CADE. SPEGIAL INSP�GTION A6ENGY SFfALL B� RESt'ONSIBI.� FOR PR�PARIN6 A STAI"EN�NT OF SPEGIAL I1�GTION TO �E P�RFORM�D IN AGGORDAI�E WITH SEGTION 2304.10.1 OF TF�E INT�RNAT{ONAI. BUILDIN6 GODE. UN�.E55 NOT�D OTHERWISE, AU. NAILS 5Ff,4LL BE A5 51'�GIFIED ABOYE. GOORDINAT� THE 51ZE AND LOGATION OF ALL OPENINGS WITH N�GHANIGAL AND ARGHITEGTURAL
<br /> 17043.t OF THE INTERNATIONAL BUII.DIN6 GODE. THE ARGHITEGT,STRUGTURAL EN61t�R,AND BUILDII� DFPARTMENT SFfALL BF WRNISFf�D WITH CAPIES OF THP STATEMENT OF SPEGIAL INSPEGTIONS AND ALL INSPEGTION DRqy��N65, pRpyIDE 1NA5HER5 UNDER THE I�ADS AND NUTS OF AL.L BOLTS AND LAG SGREYV5 BEARIiJ6 ON fN00D. INSTALLATION 0� 80LT5 AND LA6 SGREYVS SMALL GOI�ORM TO SEGTIONS 12.13 AND 12.1.4 OF THE 2015
<br /> REPORTS AND TEST RE5ULT5. N�4TIONA�L DE516N 5t'�GI�IGATION �OR YVOOD GONSTRUGTION. NATURAL.LY DURABLE OR PRE55URE TREATED WOOD SHALL 8E PROYIDED Y� RE(�2UUIRED BY SEGTION 2304.12 OF TI� INTERNaTIONAL BUILDING GODE. �
<br /> CARNEGIE „!��� ��� ' LIBRARY
<br /> WOOD GONSTRUGTION: SPEGIAL INSP�GTIONS 5HAU. � PROVIDED A5 REQUIRED BY THE INTERNATIONAL �UILDII�kS GODE SEGTION 17055. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHEWNISE NOTED SHAU. BE 2X6 AT ib" O.G. TWO 5TUD5 MINIMUM SHALL B� PROVIDED AT TF� END OF ALL WALLS AND AT EAGH 51DE 0� A1.1. OPENIf�lG5. TYVO 2 X 8 ���
<br /> I�ADERS 5F1fkLL 8F PROVIDED OVER ALL OP�NIN65 NOT OTHERWISE NOTED AND SIiALL BEAR FULLY ON A MININNM OP TWO 5TUD5. 50LID BLOGKIN6 �OR WDOD GOLUh�NS SHALL BE PROVIDED THROU6H �LOORS TO F�FRrTT•F.STD 1905
<br /> P05T IN5TA1.1.ED ANGHORS: PERIODIG SP�GIAL INSP�GTION IN AGGORDANG� WITH THE PRODUGTS APPROVED IGG-E5 REPORT. SUPQORTS BEL.OW. PROYIDE 50LID BLOGKII� BETh�N 5TUD5 AT MID_HEI6FfT OF ALL 5ND WALLS OVER 10' IN HEIGHT.
<br /> RENOYATION
<br /> 5TUD5 M,4Y BF NOTGI�D,cur,oR�� r�iTM �n � Ho� ,��ou.ows: �t�����
<br /> 10. DEMOLITION: GONTRAGTOR 5HA�L Y�RIFY ALL EXI5TIN6 GONUITIONS BE�ORE GOMMENGIN6 ANY DEMOLITION. �HORIN6 SHAU. B� INSTALLED TO SUPPORT EXI5TIN6 GC�ISTRUGTION A5 REQUIR�D AND IN A MANNER SUITABLE TO ��: �R
<br /> THE WORK SEG2UENGE5. DEMOLITION DEBRI5 SHALL NOT 8E AI.1.OY�D TO DAMA6E OR OVERL01�4D THE EXI5TIN6 STRUGTURE. LIMIT GONSTRUGTION LOADIN6 (INGLUDII�i DEMOLITION D�BRIS) ON �XISTIN6 FLOOR SYSTEMS TO 40 5ND SIZE MAXIMUM NOTGH/GUT MAXIN�JM SORED fiO�E ��� � ��
<br /> PSF. 2X4 7I8� I-3/8� * ���._�
<br /> 2X6 I-3/8� 2-I/8� �, �
<br /> a. GONTRAGTOR SFfAL.L VERIFY Al.l. EXISTIN6 GONDI710N5 AND LOGATION OF MEM8ER5 PRIOR TO C�UTTIN6 ANY OP�NIN65.
<br /> BORED NOLES SHALL NOT B� LOGATED WITH 5/8� FROM Tf�fE ID6E OF TH� STUD OR AT TFfF SAME LOGATION A5 A NOTGH OR GUT.
<br /> II. GONTRAGTOR 5HALL GHEGK FOR DRY ROT AT AI.L EXTERIOR WALLS,EXI5TIN6 TOIL.ET ROOM FLOORS AND WALLS,AREAS SHOWIN6 YVATER STAINS,aND ALL YVOOD MEMBERS IN BAS�MENT AND GRaWL SPAG�S. ALL ROT
<br /> SHALL � REMOVFD AND DAMA6ED NIETI�RS SHAd.I. B� REPLAGED OR REPAIRED A5 DIREGTd7 BY TF� STRUGTURAL EN61M�R. WALLS SHALL HAl(E A 51NGLE BOTTOM PLATE AND A DOUBI.E TOP PLATE. END NAIL TOP PLATE TO EAGH STUD WITH TWO 16D NAILS, AND TOENAIL OR�ND NAIL EAGH STUD TO SOTTOM P1.ATE WITH TWO I6D NAILS.
<br /> 12. GONTRAGTOR SHALL YERIF( ALL EXISTING DIMEN510N5,MEMBER 51Zfa,AND GONDITIONS PRIOR TO CAMN�NGIN6 ANY WORK. ALL DI1�N510N5 OF EXISTING GONSTRUGTION SHONW ON THE DRAWINGS Att� INT�IVDED A5 ��� 1`IAIL DOUBLE TOP PI.ATE WITH I6D AT 12" O.G. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EI6HT I6D NAILS AT 4" O.G. FAGH 51DE OF JOINT.
<br /> 6UIDELIt�S ONLY AND N�1ST BE VERI�IED. THE GONTRAGTOR SHAd.I. BRIN6 ALL CAI�LIGTS AND DISGREPANGIES TO THE ATTENTION OF Th� ARGHITEGT AND STRUGTURAL EN61h�R. ALI. 5T11D WAl.LS SHALL HAVE THEIR LOV�R WOOD PLAT�5 AT7AGI�D TO WOOD FRAMIN6 BELOW WITH I6D NAILS AT 12" O.G. 5TA6GERED OR BOLTED TO GOi�RETE WITH 5/8" DIAMETER,4NGHOR
<br /> 80LT5 (WITH 7� MINI1�flJM EMBEDMENT) � 4'_0" O.G. UNLESS INDIGAT�D OTHERWISE. PROVIDE 3�X3" XI/4�HOT-DIPt'ED 6ALVANIZED PLATE VV�45HER5 AT ALL aNGHOR BOLTS. INDIYIDUAL � OF BUILT_UP
<br /> P05T INSTALLED ANGHORS P05T5 SHAI.I. BE NAILED TO EAGH OTHER WITN I6D NAIL5 � 12" O.G. STa6GERED. REFER TO THE PLANS AND SHEAR WALL SGHEDULE FOR REQUIRED 5FI�ATHIMC� AND NAILIN6. WFEN NOT OTHERWISE t�TED,
<br /> PROVIDE 6YPSUM WALL80ARD ON INT�RIOR SURPAGES NAILED TO AU. 5TUD5,TOP AND BOTTOM f'LATfS AND BLOGKIN6 WITH NAILS AT 1" O.G. U5E 5D GODLER NAILS �OR I/2° 6Y�AND 6D GOOLER NAtLS FOR
<br /> 13. P05T-INSTALLED ANGHORS SFfALL ONLY BE USED Y� SPEGIFI�D ON THE GON.STRUGTION DOGUMENTS. THE GONTRaGTOR SHALL OBTAIN APPROVAL �ROM THE EN61t�R-OF-REGORD PRIOR TO INSTALLIN6 P05T-INSTAd.LED ��S° ��• �YIDE 15/32" I4Pa RATED SH�ATHIN6 (SPAN RATIN6 24/0) ON EXTERIOR SURFAGES NAILED AT AI.L PANEL �D6E5(BLOGK UNSUPPORTED FD6F5),TOP AND SOTTOM PLATES YVITH SD NAILS� 6" O.G.
<br /> ANGHORS IN PLaGE OF MI551N6 OR MI�LAGED GAST-IN-PLAG� ANGHORS. GARE SHAU. 8E TAKEN IN PLAGING P05T-INSTALLED ANGHOR5 TO AYOID GONFLIGTS WITH�XISTING REINFORGEMENT. HO!_E5 SFfALL B� DRILLED AND Af�D TO AL.L INTERMEDIATE 5TUD5 AND BLOGKIN6 WfTH NAILS� 12" O.G. AL.LOW I/8" 51'AGIN6 AT AL1. PAN�L. ED6E5 AND ENDS.
<br /> GLEANED IN AGGORVANGE WIT�i TI� MAf�JFAGTURER'S WRITTEN IN51'FZUGTIONS AND IGG-ES REPORT. 5U65TINTION REC�I1E5T5,�OR PRODUGTS OTNER THAN TH05� SPEGI�IED BE1.OW, SH,ALL B� SUBMIT'TED BY THE CANTRAGTOR
<br /> TO THE EN6IN�ER-0E-REGORD ALON6 WITH GALGUL�4TION5 THAT ARE PREPARED d SEALED BY A PROF�.5510NAL ENGIN�R RE615TERED IN Tii� STATE OF WASFfIN6TON. TF� GAl.GU1.ATI0N5 5H,4LL DEi�lONSTRAT� THAT THE
<br /> 5UB5TITUT�D PRODUGT 15 GAPA�BLE OF AC.tIIEI/ING EQUIYALENT PER�ORMANG� YALUES(MINII�JM) OF TI� SPEGIFIED PRODUGT U51N6 T� Ai'PROPRIATE DESI6N PROGEDURE AND/OR 5TANDaRD(5) AS REQUIRED BY THE
<br /> INTERNATIONAL BUILDIN6 GODE. 5UB5TITUTIONS SFfAU. HA1(� GURR�NT IGG-�5 APPROVAL.
<br /> A. GONGRETE ANGHORS
<br /> 13.1. N�GHANIGAL ANGHORS FOR U5E IN GRAGKED AND IAJGRAGICED GOi�IGGRETE SHAI.L HAVE B�N TESTED AND QUALIFIED FOR USE IN AGGORDANGE WITH AGI 3552 AND IGG-E5 AGIq3. PR�-APPROYED t�GHANIGAL ANGHORS
<br /> INGLUDE:
<br /> a. 51Mf'S0N STROt�-TIE �TITEN-HD� (IGG-E5 E5R-2713)
<br /> N400D
<br /> s,ao REGISTER�
<br /> 14. FRAMIN6 LUNBER SFiALL BE KILN DRI�D OR MG-Iq,AND 6RN�ED AND MARKEO IN GON�ORMaNGE WITH WGLIB STA�NDARD GRADING RULES�OR Y�ST GOAST L.lJMBER N0. I'i,LATEST EDITION. WRNISH TO THE �O1.I..OWIN6 MININNM �RGt���Gr
<br /> STANDARDS. ��� �
<br /> �
<br /> ,.
<br /> ;,�`. A1.DER
<br /> J015T5: HEM-FIR N0. 2
<br /> OF N{A5HIN6TON
<br /> (2X, 3X, AND 4X 1�T�BERS) MININRJM BASE VALUE,FB = 850 P51
<br /> BEAM AND STRINGERS: DOU61.A5�IR 1.ARGH 1�. I
<br /> (b X AND LAR6ER h�hIBERS) MiNI1�1M B,ASIG DE516N 5TRE55,FB = 1,350 P51 �
<br /> SG�L�: A5 NOTED
<br /> P05T5 AND TIMBERS: DOUGLAS FIR 1..AR�GH N0. I 155U� D�TE: OQ/08/201'1
<br /> (6 X AND LAR�R N�MBERS) MININNM BA51G DE516N 5TRE55,FB = 1,200 P51,FG = I p00 P51
<br /> Di��4WN: 5G/ SM
<br /> 5TUD5 PLATES d MISGELLANEOUS LIGHT FRAMING DOUGLAS PIR LARGH OR HEM-FIR N0. 2,
<br /> GHEGKED:
<br /> MININNM BASIG DE-516N 5TRE55 F� = 850 P51,FG = 1,300 P51
<br /> (FIN6ER JOIN'TED 5TUD5 MAY NOT SE USFD WITH AP1'ROVA�I. �ROM STRUGTURAL EN61�
<br /> �THIS PLAN AND DESIGN IS �4ND R�M?,INS
<br /> THE PROP�RTY O� TH� �RGHITEGTS P.ND
<br /> 15. �AMINATED STRAND LUMB�R fL51.): EAGH PIEGE SFfALL BFAR A STAMP OR STAMPS NOTIN6 THE NAME AND PLANT�OF TI� MAMJFAGTURER,TI� 6RAD�,PRODUGT DE516NATION OR TYPE,THE PRODUGTION DATE,SPEGIES MAY �oT 8� us�D wiT�+ouT PRioR
<br /> OR SPEGIES GR�11P D�5IGNATION,AND Ti� QUALITY GONTROL AGENGY. MEMB�RS SHALL BE 6LUED WITH A WATERI'ROOF ADHE5IVE N�TING THE R�QUIREt�NTS OF ASTM D255�t WITH AI..I. 6RAIN PARALLEL INITH THE LEN6TH GONS�NT �ROM T�+� ARG+�IT�GT
<br /> OF T1� N�T�BER. STRUGTURAL GAi'AGITIE5 SHALL B� E5TA8LI5F�D IN AGGORDA�NGE WITH ASTM D5456 AND PRODUGT SFfALL FIaVE AN APNR�OVED I.G.G.-E.S. �1(ALUATION REPORT. �5 5HALL 8F TRANSPORTED AND
<br /> 5TORED PER MAMJFAGTURERS RECANiMENDATI0N5 AND SHALL NOT BE EXP05ED TO PROLONGED M015TURE. MININIJM REC�UIRED DESIGN PR4PERTI�S: �8 = 2325 PSI, F1/ = 310 P51,E = 1,550p00 P51,
<br /> PERMIT
<br /> L.5L RIM J015T5 SHAU. GONFORM TO ANSVAPA PRR 410 AI� SHALL BE MARKED IN AGGORDANGE WITH THF 5TANDARD.
<br /> DE516N SHONW ON Pl.ANS 15 8,45ED ON LUN�R MANUFAGTURED 8'( Y�YERHA�SER. ALTERNATE MA1�pJFAGTURERS MAY BE USFD SUB.EGT TO RE1/IEYV AND APPROVAL BY THE ARGHIT�GT AND STRUGTURAL EN611�R, RE\/. D�l'E D�SGRIPTION
<br /> AL.TERNATE JOIST HAN6ER5 AND OTFfFR HARDWARE MAY BE 51�STITUTED FOR ITEMS SHOWN f'ROVIDED THEY HAVE IGG-E5 APPROYAI. FOR EQUAL OR 6REATER LOAD GaPAGITIES. ,4L1�. JOIST HANGERS AND OTf�R
<br /> HARDWARE SHAU. 8F CAMPATIBLE IN 51ZE WITH NIENIBERS PROYIDED.
<br /> I6. ALL WOOD P1.AT�5 IN DIREGT GONTAGT WITH GONGRETE OR MA50NRY SHAU. BE PRE55URE-TREATED WITH aN aPF'ROYED PRESERYATIYE,PROVIDE 2 LAYERS OF ASPH,41.T INIPR�6NATED 8UI1.DI1� PAPER BETN�N UNTREAT�D
<br /> L�D6ER5,BL.OGKING, El'G. AND GOt�RETE OR MA50NRY.
<br /> PRE55URE TREATd7 LUMBER SHALL GOMPLY WITH THE AN�RIGAN WOOD PROTEGTION A550GIATION(AWPfV STANDARD UI,GOMN�DITY 5fi'EGIfIGATION A A5 INDIGATED B�I.OW OR HAVE EQUIYALENT IGG-E5 A�PPROYAI..
<br /> PROP05ED U5E AWPA U5E GATE60RY
<br /> PLATES IN GONTAGT INiTH GONGRETE OR MA�50NRY 2 I �IT�iZ I Oi� ST�I fi�'
<br /> AU. TREATED LUMBFR SHALL BEAR THE QUALIT( MARK OF AN AGGREDITED INSPEGTION A6PNGY. � au�irr r�sH�u. iNc�: STfi�UGTU��L. NOT�S
<br /> A. IDENTIFIGATION OF TREATIN6 MAI�JFAGTURER
<br /> 8. TYPE OF PRESFRYATIi(E US�D
<br /> G. MININ�JM PRESERYATIYE RETENTION (PGF)
<br /> D. END U5E �OR WFfIGH TH� PRODUGT 15 TREATED
<br /> E. IDENTITY OF TF� AGGREDITED IMS�GTION AGENGY
<br /> �
<br /> �. STANDARD TO Y�IIGH TI� PRODUGT IS TREATED
<br /> •
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