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B13-0250 Plans CORRECTIONS REQUIRED (2)
B13 - 0250 STRUGTURAL DE516N5 PO BOX 8007 AVON, GO 81620 SIMPSON ?.BU GOL. PH. q�0-331-6�(40 B?,SE OR �AX. I-888-362-4685 B,45E PL�4TE; IN�O�bPS�.N�T 3/8" X 10" X 10" ST��L TIMB�R GOL RE: WWW.bPSE.N�T S�'�G I�I G�T I O1�1S' B?�SE PLAT� W/ (4)-I/2" PLAN,TYP. 4� �PDXY ANGHORS THESE PLANS AND WRITTEN MATERIAL,HEREIN,ARE KNI�E PLATE; INSTRUMENTS OF SERV�GE AND 3/8" X 6" X 16" STEEL WATERPROOPING AT ARE THE PROPERTY OF bPSE,LLG. DESIGN LOP�DS: STRUGTURAL WOOD FR?�MING SPEGIPIGATIONS: SPEGIAL INSPEGTIONS: -� KNI�E PLAT� W/ (2)-3/4" �bPSE). REUSE OF THIS DRAWIN6 TIMB�R GOLUMN R�: OR ANY INFORMATION CANTAINED �4. WOOD FRP�MING SHALL GONFORM TO THE R�QUIR�MENTS OUTLINED IN TH� NDS P�. THE STRUGTUR�4L ENGIN�ER M,4Y M,4K� PERIODIG OBS�R�/?�TIONS O� TH� GONSTRUGTION z � THRU-BOLTS wiT+�+iN;ON A PROJEGT OTHER T{iAN GODE �DITION: 2012 IRG � GNTRGTR INDIGATED IN THE TITLE BLOGK, IS "SP�GI�IGATIONS O� STRESS GRAD� LUMB�R AND ITS �AST�NINGS," LAT�ST �DITION, SIT�; �OR DET�RMINATION O� G�N�R,4L GON�ORMANG� WITH TH� GONSTRUGTION ... � [R�: PL?�N] PROHIB�TED WITHOUT WRITTEN LIV� LOADS: AND GONSTRUGTION MAT�RI,4L SHALL GON�ORM TO THE GURR�NT IBG. DOGUMENTS. SUGH OBS�RV,4TION VISITS SHALL NOT REPLAG� THE R�QUIRED PERMISSION FROM bPSE. bPSE IS • �LAT ROO� 100 PS� B. FRF�MING AND TRU55 LUMBER SI-fF�LL BE DRY DOUGLAS �IR-LARGI-f (D��� A�GGORDING TO INSPEGTIONS BY TI-f� GOV�RNING AUTI-fORITIES OR SERVE AS "SP�GIAL INSP�GTIONS" �45 � T.O. PI�R NOT RESPONSIBLE FOR ERRORS �Q DUE TO SGALED DRAWIN65. • SLOPING ROO� 80 PSF TH� FOLLOWING REGOMMENDATIONS: �LL 2" NOMINAL LUMBER, �XGEPT STUDS SHALL M�4Y B� REQUIRED BY SEGTION 17 O� TH� IBG. �FeR ANY auesrioNS oR • �LOORS 40 PSF " B. GONTRAGTOR SH?�LL SUBMIT �4 LIST O� SPEGI�L INSPEGTORS THAT H� INTENDS TO US� �-I I I=I I I I I I=I I I=� DISGREPANGIES TO bPSE PRIOR BE D� #2 OR BETT�R, AND SOLID TIMBER BEAMS AND POST 3 NOMINAL aND WIDER, o TO OR DURIN6 GONSTRUGTION. • �XTERIOR D�GKS 100 PS� SH�4LL BE D� #2 OR BETT�R. �OR THIS PROJ�GT, TO THE ENGINEER AND C�O�/ERNING ?.UTHORITIES. SUBMIT f�,LL � I-I I I- -I I I-� I DEAD LOADS: G. ALL STUDS SHALL B� STUD GRAD� DOUGLAS �IR-LARGH OR H�M-�IR (H�). INSP�GTION REPORTS AND TEST RESULTS TO THE SAM� GONT?�GTS. � I-I I I I I I-I � I • �LAT ROO� 15 PS� D. TOP AND BOTTOM PLATES SHALL BE DOUGLAS �IR-LARGH OR H�M-�IR #2, OR BETTER. G. THE �OLLOWING WORK SHALL B� INSPEGT�D BY ?� G�RITI�I�D SPEGI,4L INSPEGTOR, � I I- � � -I I � • �LOORS ROO� 15 P5� (NO GONG. TOPP'N) PLAT�S I N D I REGT GONTAGT W I TH GONGRET� OR M?�SONRY SHALL BE PRESSUR� ,qUTHOR T1' G I�I GALLY W,41 V�D BY TH� BU I LD I NG OF�I G I AL, OR OTH�R GO�/ERN I NG -I I I ° I I I- TRE�4T�D HEM-�IR #I. WRAP STIRRUPS AT - ° ` GONGRETE PIER RE: � • �XTERIOR DEGKS 15 PSF �. DIM�NSION LUMBER (2"+ WIDE X 4"-12" DEEP) HAS B�EN D�SIGN�D ASSUMING TH� I. GONGRETE GONSTRUGTION ��OR ?�NY NON-�OOTING, STRUGTUR�L GONGR�TE M�MB�R VERT. REINFORGING � ° - PLAN �OR REIN�ORGING V�TER,4L LOADS: FOLLOWING STR�SS PROPERTIES: �L�XURf�L STR�SS, QOO PSI; HORIZONT,�L SHEAR, Iq0 PSI; MODULUS O� �LASTIGITY, I,600,000 P51; TENSION PARALL�L TO GRAIN, 450 P51; WITH ?� �'c MIX TYPE ?�BOVE 2500 PSI). ^ a v O • B?�SIG WIND SP�ED: N/?� GOMPR�SSION PARALL�L TO GRAIN, 850 PSI; GOMPR�SSION PERPENDIGULAR TO GRAIN, • PERIODIG V�RI�IGATION OF USE O� REQUIR�D DESIGN MIX; INSPEGTION ,4T THE z • EXPOSURE: N/A 625 P51. TIME �R�SH GONGR�T� IS SAMPL�D TO �ABizIGATE SP�GIMENS �OR TH� � #3-STIRRUP TI�S; (2)-�4T •�.. • SEISMIG DESIGN GL�455: N/,4 �. DIMENSION TIMBER LUMB�R (5"+ WIDE X 5"+ D�EP) HAS BEEN DESIGNED �SSUMINC� THE STR�NGTH T�5T5, P�RFORM SLUMP AND AIR GONTENT TESTS AND DETERMINE THE `� 3" O.G. �TOP AND �T � FOLLOWING STR�SS PROPERTIES: FL�XURAL STR�55, 1350 PSI; HORIZONTP�L SHEP.R, I�iO TEMPER�4TURE O� GONGR�T�. - � 24" O.G. REM?.INING �� GONGRETE �OUNDATION: PSI; MODULUS OP �LASTIGITY, 1,600,000 PSI; T�NSION P�R?�LLEL TO GR?�IN, 450 PSI; � v GOMPR�SSION PAR/�LL�L TO GRAIN, 850 PSI; GOMPR�SSION PERPENDIGULAR TO GRAIN, �. STEEL GONSTRUGTION '� �a Q A. �OOTINGS HAVE B��N DES�GNED USING AN (ASSUMED) ALLOWABLE, NON-EXPANSI�/E, 625 PSI. • ?�LL W�LDING SH?.LL REGEIV� GONTINUOUS SPEGIAL INSPEGTION �XG�PT W�LDING SOIL BE,4RING PRESSUR� O� 1500 PS�. FOUNDATION GONSTRUGTION MAY NOT PROGE�D G. WOOD PLATES INSTALLED ON GONGR�T� WALLS/ BEAMS OR ST�EL B�AMS SHALL BE DONE IN ?�N APPRO�/ED �ABRIG?�TOR'S SHOP IN AGGORDANG� WITH IBG S�GTION Q WITHOUT THE VERI�IGATION O� THES� V�4LUE5, VERIFY ANY DISGREP,4NG1�5 FROM THE RIPP�D TO MATGH WALL/ BE�4M WIDTH. 1�04.3. a o 3" GLR. ORIGINAL DESIGN VA�LU�S IN WRITING TO THE STRUGTURAL ENC�IN�ER �OR H. BOLTS USED �OR WOOD FR?�MING GONNEGTIONS SHP�LL B� INSTALL�D WITH ST�4ND?�RD • TH� SP�GIAL INSP�GTOR N�ED NOT B� GONTINUOUSLY PRESENT DURING TH� � R�-EVALU?�TION O� THE �OUND�4TION DESIC�N. W�LDING O� THE �OLLOWING ITEMS, PRO�/IDED THE MATERIALS WELDING (R�: PLAN Wf�,5HER5 AND NUTS. B. I� SO�T SPOTS �RE �NGOUNT�R�D DURING EXG?�V�TION, TH� GONTRP�GTOR SHALL I. TYPIGAL MINUMUM NAILING SH?�LL B� PRO�/ID�D, WITH GOMMON NP�ILS, AGGORDING TO PROGEDUR� AND QUALI�IG,4TION5 OF W�LD�RS ARE �l�RI�IED PRIOR TO THE � Qa . R�MOV� THE MATERI?�L f�ND RE-GOMP?�GT W/ APPROV�D M/�TERIAL (f�5 ALLOW�D BY, START O� WORK; P�RIODIG INSP�GTIONS ARE MADE O� THR WORK IN PROGRESS; `%�% °. . a° a °a . \�/\� T.O. FTG � TH� 200q IBG F?�ST�NING SGH�DUL� (TABLE 2304.�i.1). ///� a a � /� AND PER THE GEO-TEGH SOILS REPORT). J. �OR ALL SOLID OR BUILT-UP GOLUMNS B�ARING THROUGH �LOOR JOIST SPAGES; �ND A VISUAL INSP�GTION O� ALL W�LDS IS MADE PRIOR TO GOMPLETION OR �;��j ° a a ° . �%/� G. I� OV�R-EXGAVATION IS R�QUIRED; TH� GONTRAGTOR SH,4LL PROVIDE �IELD D�NSITY PROVID� BLOGKING IN JOIST SP�4G�, WITH GROSS SEGTIONAL AREA TO MATGH TH� PRIOR TO SHIPM�NT: � � � � T�STS ON TH� GOMPAGTED F I LL UNDER THE �OOT I NGS AND TH� I NTERI OR SL,4B5 ON •• S I NGL� PASS �I LL�T WELDS NOT �XG�ED I NG 5/I6" I N S I ZE. � � � ° � ° a � '�� U Z � GOLUMN ,4B0�/�. � a GR�DE (RE: GEO-T�GH SOILS R�PORT). K. 2X DIMENSION LUMBER �LOOR �RAMING, R�QUIRES: 2X "GROSS BRIDGING" BLOGKING --� W `O , ` r D. AVOID �XG�SSIV� W�TTING OR DRYING OF THE �XGA�/ATIONS, K��PING THE SP?�GED AT INTER�/?�LS NOT GRE?�TER THAN 8'-O"; �4T ?�LL SUPPORTS AND GANTILE�/ER � � r v j,(� �XGAY,4TION R�ASONABLY �R�E Fi?OM WAT�R DURING TH� PL�4GEM�NT OF TH� ENDS. GENERAL SPEGI�IGATIONS: u.i v Q � �I � GONGR�T�. PRO�/IDE GONTINUOUS P�RIMETER DRAINS AROUND TH� BAS� O� L. ANY HOL�S REQUIRED IN THE WOOD �RAMING; SHALL BE DRILL�D THRU TH� GENT�RLIN� A. I� GONSTRUGTION �4DJOINS AN EXISTING STRUGTURE; THE GONTRAGTOR SH�4LL BE � m R�: PLAN �OUNDATION AND R�TAINING WALLS (R�: G�O-TEGH SOILS R�PORT �OR THE SPEGI�IG O� THE STUDS AND/ OR JOISTS AND SH�4LL NOT EXGEED A I/2" DIAMET�R. R�SPONSIBL� �OR V�RI�YING THE DIM�NSIONS, ELEV?�TIONS, �R�MING, �OUND�TION ?�ND ' Z V � UNDER-DR�IN SYST�M REQUIREMENTS). M. UNLE55 NOTED OTHERWISE, STEEL GONN�GTORS SUGH AS THOS� MANU�,4GTURED BY TH� ANYTHING ELSE THP�T MAY A�FEGT THE WORK SHOWN ON THE STRUGTURAL PLANS. E. �OOTINGS ?�R� TO B� PLP.GED ON UNDISTURB�D N�TURAL SOIL OR PROP�RLY SIMPSON GOMP�4NY SHALL B� US�D TO JOIN R,4�TER5/ .1015T5 OR B�AMS TO OTH�R NND�R PINNINC�, SHORING AND BR?�GING OF THE �XISTING STRUGTUR� SH�hLL B� TH� R�: PLAN �OR � � GOMPAGT�D STRUGTURt�,L �I LL I N ?�GGORDANG� W I TH TH� REGOMMENDATI ONS O� TH� BE�4M5 AT �LUSH-FR�MED GOND I TI ONS. USE NAI LS SP�G I�I ED BY THE MANU�A�GTUR�R SOLE RESPON51 B I L I TY OF THE GONTRAGTOR). R�I N�ORG I NG � � O G�OT�GHNIGAL ENGINEEiZ INGLUDING PROO�-ROLLING /�ND O�/�R-EXGAV,4TION, ?�S AND PROVIDE TH� MAXIMUM N�41L5 SUGG�STED. GONT?�GT THE STRUGTURAL ENGINEER B• ENGIN�ERS ,4GGEPT,4NG� MUST BE S�GURED FOR �4LL STRUGTUR,4L SUBSTITUTIONS. / � � � � R�QUIR�D. (NO GONGR�T� SHALL B� POUR�D ON WAT�R, SNOW, OR �ROZ�N GROUND). FOR ADDITIONAL GONNEGTIONS AND DET�41L5, ?�S REQUIR�D. G. GOORDINATE REQUIR�M�NTS �OR MEGHANIG?�L/ �L�GTRIGAL/ PLUMBING PEN�TR�TIONS `� � �. �OOTINGS ,4R� TO B�,4R ,4 MINIMUM O� 4'-O" B�LOW EXTERIOR GRADE. GENT�R ALL O� THROUGH STRUGTURAL ELEMENTS WITH TH� STRUGTUR�L EN6IN�ER. PRIOR TO � � TH� �OOTINGS UNDER WALLS OR GOLUMNS, UNL�55 OTH�RWIS� NOTED/ DIM�NSION�D ON INSTALLATION OF SUGH �QUIPMENT OR OTH�R IT�MS TO BE ATTAGH�D TO THE �I PLANS. STRUGTUR�4L WOOD �R�4MING ,�SSEMBLIES: STRUGTUR�, THE GONTRAGTOR SHALL ?�LSO OBTAIN APPROVAL FOR GONN�GTIONS AND I �Y�. �OI�1����� �I �� � �-�-. � G. BAGK�ILL SHALL B� GOMP?�GTED TO MEET A �f53b MINIMUM STANDARD PROGTOR �4. ALL EXTERIOR WALLS/ SUR�AG�S SHALL BE SH�ATHED WITH PLYWOOD OR OSB, SUPPORT. GONTRAGTOR SH?�LL FURNISH REQUIR�D H�4NGER5, GONNEGTIONS, ETG. L� � fn � D�NSITY PER ASTM D-1557, UNLESS OTHERWISE NOT�D IN TH� GEOTEGHNIG?�L R�PORT. TYPIG?�L, UNO. (ANY PAN�L IN GONTAGT WITH THE EXT�RIOR SHf�,LL B� EXT. GR�4DE). R�QUIR�D �OR INSTALLATION O� SUGH IT�MS, UNL�55 SP�GI�IG,4LLY NOT�D ON PLANS. �/� it v I is� ii Q O � BAGK�ILL SHALL B� PLAG�D IN 12" MAXIMUM �/ERTIGAL LIFTS (PLAGED �QU�4LLY ON B. PANELS SH�LL BE IDENTIFI�D WITH TH� GRADE-TRADEM�RK O� THE ?�M�RIGAN D. PROVID� ASPHALTIG MASTIG-GOATING ON ALL ST�EL AND WOOD �RAMING �XPOSED � I . I EAGH SID� OF W�4LL, WHERE APPLIGABL�) OR AS D�T,4ILED IN THE G�O-T�GH SOILS PLYWOOD ASSOGIATION AND SH?�LL M�ET TH� REQUIREMENTS O� U.S. PRODUGT TO SOIL. ADDITIONALLY, PROVID� W�4T�RPROO�ING, �/APOR BARRIER, ETG. ,45 SHOWN �� � � R�PORT AND SHALL B� �RE� O� ORGA�N I G/ �/EGETATI VE MATERI F�L AND GOMPAGTED I N STANDARD PS I, L,4TEST �D I TI ON �OR PLYWOOD ,TYPI GAL ALL ,455�BML 1�5. ON THE ARGH I T�GTURAL DRAW I NGS AND AS I ND I GAT�D I N TH� SPEG I�I GATI ONS. � A MANNER THAT DO�S NOT D�4M�4GE THE GONGRET� �OUNDATION, W�T�RPROO�ING OR G. TYPIG,4L WOOD �RAMING ASS�MBLIES: �. NON-STRUGTUR�4L �LEMENTS: �LL ELEMENTS NOT SPEGI�IG�LLY STRUGTURAL, SUGH �S DAMP-PROOPING MAT�RI?�L. • L0�4D B�ARING WALLS (,455UMED): NON-BE?�RING P�RTiTIONS f�TT�.GH�D TO AND/OR SUPPORT�D BY THE STRUGTUR� SH?�LL W H. PIN?�L Bt�GK�ILL GRADES SHALL PROMOTE POSITIVE DRAIN�GE ?�W�4Y �ROM TH� I. ?�LL EXT�RIOR W?�LLS SH�LL BE ASS�MBLED WITH �X6 STUDS AT I6" O.G. TO � TAK� INTO ?�GGOUNT ?�NY D�PLEGT�ONS �4ND OTHEi? STRUGTURAL MOY�M�NT. � , „ „ , „ �. �IR� PROT�GTION: STRUGTURAL AND NON-STRUGTURAL �LEMENTS SHALL B� PR01/ID�D STRUGTUR� AND SH,4LL GON�ORM TO �4LL TH� R�QU I R�M�NTS L I ST�D I N TH� MAX I MUM H�I GHT O� 12-6 , 2X6 STUDS �4T 12 O.G. TO ?� MAX I MUM HE I GHT OF 14-6 , THE AD�QUAT� F I RE PROT�GTI ON P�R GOD� �OR THE TYP� O� GONSTRUGTI ON GEOT�GHNIGAL REPOi�T. AND (2)-2X6 STUDS AT 16" O.G. TO A MAXIMUM H�IGHT O� 16"-O", TYPIGAL, UNO. SP�GI�IED BY THE ARGHITEGTURAL DRAWINGS. EXT. STUDWALL W/ 2X RiM JOIST (1/ERI�Y) � (STUDS LONG�R THAN 16'-O" SHALL BE R�PLAG�D WITH I 3/4" X 5 I/2" LVL STUDS). G. TH� STRUGTUR,4L DRAWINGS ILLUSTR�4TE THE GOMPL�T�D STRUGTUR� WITH ALL SH�ATHING 2. �4T BEAM BEARING LOGATIONS IN STUD W�4LL5; PRO�(IDE MULTIPLE-STUD P�4GK �LEMENTS IN THEIR �INAL POSITIONS, SUPPORTED AND BRAG�D. TH� GONTR�GTOR, IN � REIN�ORGED GONGR�T�: EQUAL TO WIDTH O� B�ARING M�MB�R, UNLESS NOTED OTHERWIS�. THE PROP�R SEQU�NG�, SH�LL PROVIDE SHORING AND BR�GING, �ND N�G�SSARY 2X BLOGKINC� OR DBL ?�. STRUGTURAL GONGRETE GONSTRUGTION WORK SHALL GON�ORM TO THE R�QUIREMENTS 3. PRO�/IDE I/2" �XT�RIOR PLYWOOD - STAGG�R �ND .101NT5, AND ��45T�N PER PLAN 2X D�GKING � OUTLINED IN TH� AGI "SP�GI�IGATIONS �OR STRUGTURAL GONGRET�" AND THE AGI 318 PR�GAUTIONS, AS M?�Y B� REQUIRED DURING GONSTRUGTION TO t�GHI�V� TH� FINAL RIM (�/ERI�Y) NOTES; SUPPORT HORIZONTAL JOINTS W/ WOOD BLOGKING. - GOMPLET�D STRUGTURE. GONTAGT �NGIN��R �OR GONSULT,4TION (NOT IN GONTRAGT) M�4NU,4L. EXT�RIOR D�GK GONSTiZUGTION: � B. GAST-IN-PLAG� GONGR�TE SHALL B� MAD� WITH TYP� I/II SUL�AT�-R�S15T,4NT • I. WOOD D�GKING SHALL B� 2X D�GKING. PLANKS SHALL B� SPLIG�D �4T TH� /�5 REQUIRED. �XSTNG �XISTING FLOOR PORTL,4ND GEMENT, ,4GGR�GATE AND WATER; TO SATIS�Y THE �OLLOWING G�NTER O� THE SUPPORT MEMBERS WITH ADJAG�NT PLANKS SPLIGED AT �• THE STRUGTURAL ENGIN�ER SHALL B� GONTAGTED DURING THE GONSTRUGTION PHASE TO T.O. DKNG SHEATHING � R�QUIR�M�NTS: LT�RN�4T� SUPPORT M�MB�RS - E,�GH D�GK PLANK SHALL B� GONNEGTED TO MAKE THE .lOB SITE OBS�RVATIONS NEGE55,4RY TO GON�IRM THAT TH� GONSTRUGTION � I S PROG��D I NG ?�GGORD I NG TO THE PL�4N5 AND SPEG I F I GATI ONS. JOB-51 T� �LEMENT: F'c MIX TYP� M�X W/G RATIO gb AIR ��GH SUPPORT WITH (2)-#SX2" "TRAP��ZE" SGREWS. DEGKING SHALL BE GLUED IN OBS�RVATIONS SHALL NOT B� GONSIDER�D GONSTRUGTION APPRO�/f�LS (STRUGTUR?�L � GONG. PIERS 3000 PSI ---- ____ THE GROOVE JOINT WITH 40% GLUE GO�/ERGE.- TYPIG?�L, U.N.O. �NGIN��R SHf�LL BE GONTAGT�D BY THE G�N�RAL GONTR?.GTOR AND NOT THE �OOTINGS 3000 PSI ____ 2. GOORDIN?�TE �AG� P?�TT�RN, TEXTUR� �ND �AGTORY FINISH WITH TH� �RGHITEGT. SUB-GONSULT,4NT5. GEN�R,4L GONR�4GTOR IS ALSO RESPONSIBLE �OR TH� �XT�RIOR SL,4B5 ON GRAD��� 4500 PSI 0.45 6-Sgb SUB-GONSULTANTS WORK). - �� M,4X SLUMP SHALL NOT EXGEED 4". �� �. �4LL OMISSIONS OR DISGR�PANGI�S BETW��N �/ARIOUS ELEM�NTS O� THE WORKING OR m � STRUGTUR�4L STEEL: �XISTING DR�WINGS �ND/OR SP�GIFIG�TIONS, ?�5 TH�Y MAY OGGUR, SHALL B� BROUGHT - A. STRUGTUR�L ST�EL SHA�LL B� DETAILED, F?�BRIGAT�D A�ND �REGTED IN AGGORDANGE TO TH� ATTENTION OP TH� STRUGTURAL �NGINE�R PRIOR TO OR DURING THE � G. HOT AND GOLD WEATHER GONGR�TE PROG�DUR�S SHALL GONFORM TO TH� WITH TH� L�T�ST REQUIREMENTS OF TH� �15G "M�NUAL O� STE�L GONSTRUGTION" ?�ND R�GOMM�NDATIONS IN THE AGI "MANU?.L O� GONGRETE PRP�GTIG�° (IT IS HIGHLY GONSTRUGTION WORK INVOLVED. REL�AS� OF THESE DRAWINGS ANTIGIPATES R�GOMM�ND�D TH?.T NO GONGRET� SH�4LL BE POUR�D WHEN THE TEMPERATUR� IS SP�GI�IGATIONS ?.ND GOD� OF STANDARD PR?�GTGE. GOOPERATION AND GONTINUED GOMMUNIG?.TION B�TWEEN THE GONTRAGTOR, ARGHIT�GT 2X D�GK � B�LOW 40° �). B. ,hLL STRUGTURAL ST��L, INGLUDING PL�T�S AND ?�NGL�S, SHALL GON�ORM TO ASTM ,o,ND ENGINEER TO PRO�/IDE TH� B�ST POSSIBL� STRUGTURE. THESE DRAWlNGS HA�/� FR?�MINC� D. TH� BUILD�R ,4ND FUTURE OWN�R SHOULD B� MAD� ,4WAR� O� TH� GHANG� O� A36, EXG�PT WIDE �LANG� B�AMS WHIGH SHALL GON�ORM TO ASTM qa2 (50 KSI) AND BE�N PR�PARED �OR TH� USE OF A LIGENS�D GONTRAGTOR, �XPERI�NG�D WITH TH� RE: PLAN � MO�/EM�NT AND GRAGKING O� ,4NY STRUGTURE PLAG�D DIR�GTLY ON GOMPAGTED �ILL. EXGEPT TUB�/ HSS GOLUMNS WHIGH SHALL GON�ORM TO ASTM A500 (46 KSI), GRADE B. GONSTRUGTION T�GHNIQU�S AND SYSTEMS DEPIGT�D. EXISTING �LOOR JOISTS O E. EXPANSION BOLTS SHALL BE PLAGED ,4 MINIMUM O� 6 BOLT DI?�MET�RS �ROM THE TH� LATEST EDITIONS O� TH�SE REQUIREMENTS SHALL BE USED (STE�L SUPPLI�R MAY (DIREGTION F�SSUM�D) GONGR�TE �DGES AND SHALL M}�INTAIN A 12 BOLT DIf4MET�R SP�4GING, UNL�SS NOT�D OPTION?�LLY PRO�/IDE ?�STM A572, GR�4DE 50). (2)-2X LEDGER OTHERWIS�. BOLTS �OR BEAM ?�ND GOLUMN B�f4RING PLAT�S SHP�LL BE SET WITH G. STRUGTURAL BOLTS US�D IN TH� ST��L �RAMING SHALL BE A325-N, AND INSTALLED TO RE: PLAN NOTES T�MPLATES. A MINIMUM "SNUG" TIGHT GONDITION. ALL ANGHOR BOLTS SHALL BE O� ASTM A30"1, � z �. ANY STOP I N GONGR�TE WORK MUST B� M/�DE �4T ,4 TH I RD PO I NT O� TH� SP�N W I TH �4ND BOLTS SHALL BE 3/4" � UNLESS NOTED OTH�RW I S�. . ` p �/�RTIGAL BULKH�ADS ,4ND HORIZONT�4L SHEAR KEYS, UNL�SS NOT�D OTHERWIS�. D. STE�L B�AMS AND GIRDERS SHALL BE SUPPORTED IN ?� B�AM ON GOLUMN B�?�RING v z F- d1 SLABS, �OOTINGS, B�AMS AND WALLS SHALL NOT HA�(E JOINTS IN ,4 HORIZONTAL GONDITION. V�RIFY WITH THE STRUGTR�4L ENGINEER �NY LOGATION WH�RE A � v � � PLAN�. GONTINUOUS GOLUMN WITH BE�M SH�AR T?�B GONNEGTION IS PRE��RR�D. G. EXPOS�D GONGRET� EDGES SHALL HA�/� A 3/4" GHAM�ER - I.E. SIT�/ RETAINING �� T'i'P IG A L �R?.M ED B�A M GO N N EGT IO N S H A L L GO NS IST O� P?�IRS O� 3/8" A NG L E S W IT H � �Y�. ���� ������ � � � W WALLS. ST��L BOLTS AND SHALL US� TH� MAXIMUM NUMB�R O� BOLTS PER AISG MANUAL O� O O �i STE�L GONSTRUGTION" TABLE II-A O� THE FRAM�D BEAM GONNEGTIONS SEGTION AND/OR AISG "SIMPLE SHEAR GONN�GTION MANU,4L" WITH A325-N BOLTS (OR WELDED � I . I ��� �� = I ��� �� � p p � GONGRET�'S STEEL R�IN�ORGING: EQUIVAL�NT). ? ? �4. GONGR�TE REIN�ORG�NG D�TAILING, �ABRIGATION �4ND PLAGEMENT SHALL GON�ORM TO P. STE�L BE�4M5 SHALL B� PRE-PUNGHED/ DRILLED �OR 2X TOP NLtILER PLP�TE BOLTING, �t1 �11 T H� R�Q U I R E M E N T S O U T L I N E D I N T H� A G I "D�T A I L S A N D D�T,4 1 L I N G O� R E I N�O R G E M E N T" W H E R E T H R U-B O L T S l�P P�,4 R I N D E T l�I L S O R P L A N N O T�S. , f1 � � AG I 315-05. G. ALL W�LD I NC SHALL B� PER�ORMED BY AN AWS QUAL I�I�D W�LDER GON�ORM I NG TO V ) B. �LL REIN�ORGING SHf�LL BE HIGH GR?�DE DE�ORMED B�RS GON�ORMING TO ASTM "AWS STRUGTUR,4L W�LDING GOD�" AWS DI.I, LAT�ST EDITION. A615, GRADE 60 (MARKED WITH A "S"); EXGEPT TI�S, STRRUPS ?�ND PLATE �4NGHORS H. MINIMUM WELDS TO B� PER THE ,415G TABLE J-2.4 BUT NOT LESS TH,4N �4 3/16" � � WHIGH SHALL GON�ORM TO �45TM A615, GRAD� 40 OR ASTM �4706, GRf4DE 60. GONTINUOUS FILLET W�LD, UNL�55 NOT�D OTHERWISE. NOT�: m m � G. �I B�R R�I N�ORG I NG, AT TH� SLAB ON GRAD�, SHALL HA1/E A �I B�R L�NGTH THAT I. DELAY P?�I NTI NG WI THI N 3" O� THE �I�LD WELDS UNTI L TH� WELDS AR� GOMPLET�D. GODE GOMPL I ENT � � = p GOORDINATES WITH AGGREG,4TE SIZE PER TH� M,4NUFAGTURER'S REGOMMENDATIONS FI�LD WELDS, BOLT H�ADS, NUTS L�ND OTH�R SUR�AG�S TH�4T AR� NOT SHOP PAINTED, HANDRAIL FRAMiNG � � �p (,4MOUNT O� �IBERS SH�4LL B� DETERMINED P�R THE SUPPLIER'S SP�GI�IGATIONS). �5 W�LL ,45 �INISHES Df�M�4G�D DURING SHIPPING OR �R�GTION, SH,4LL B� FIELD PER GONTRAGTOR 2X DEGKING D. GONGR�TE GO�/ER�GE �OR REIN�ORGING SH�LL GON�ORM TO THE �OLLOWING: PAINTED DIREGTLY ?��T�R �R�GTION. I. GONGRETE POURED AG?�INST �ARTH: 3 MATGH Q O O 2. GONGRETE POURED IN �ORMS (EXPOSED TO W�,4THER OR EARTH): 2" EXSTNG �. LAP SPLIG�S O� R�IN�ORGINC, SHALL B� A MINIMUM O� 48 BAR DIAM�TERS �OR #6 T.O. DKNG BAR ,4ND SMALL�R, UNLESS NOT�D OTHERWIS�. GONT�4GT �NGINEER �OR SPLIGING STA�MP R�GOMM�NDATIONS PRIOR TO GONSTRUGTION, WHER� NOT SPEGI�IGALLY DETAIL�D OR NOT�D (DO NOT W�LD OR U5� MEGHAN I G?�L R�I N�ORG I NG SPL I G I NG, UNL�55 NOT�D � ��p00 LtCic� OTHERW I S�). �O�►j.�'�....p�� GROUT: STE�L BE�M R�: PLAN 2X DEGK �RAMING R�: II 7� � A. GROUT SHALL HA�/E A MINIMUM GOMPRE551�/� STRENGTH OF 3500 PSI AND SH?�LL B� A W/ 2X TOP PL RIPPED PLAN � 06 �O �3 �� NON-SHRINK, NON-METALLIG GROUT. TO B�AM WIDTH W/ I/2" �p / / �'c�, B. GROUT SHALL BE PROVIDED: �D THRU-BOLTS AT 24" 'cF�.••••�G�� • BELOW/ BETWEEN GOLUMN BASE PLAT�S AND GONGR�TE SUPPORT. O.G. - STAGG�R�D - `rS/4NAi.� PROJEGT: 1210 � �Y�. ���� ���� STRT DT: 5/2013 � I . I �/� �� _ I �_� �� DRWN BY: PUP SHEET RECEI VED � I e ) By David Rhoades at 10:10 am, Jul 03, 2013 STRUGTURAL DE516N5 PO BOX 8007 AVON, GO 81620 PH. q�0-331-6�(40 �AX. I-888-362-4685 I N�O�bPS�.N�T WWW.bPSE.N�T THESE PLANS AND WRITTEN � � � ���� � � �� �� MATERIAL,HEREIN,ARE INSTRUMENTS OF SERV�GE AND ARE THE PROPERTY OF bPSE,LLG. (bPSE). REUSE OF THIS DRAWIN6 OR ANY INFORMATION CANTAINED � 2� 4� 8� I �� I WIT{iIN;ON A PROJEGT OTHER T{iAN I : I INDIGATED IN THE TITLE BLOGK, IS — — — — — — — — — — � a ; I PROHIB�TED WITHOUT WRITTEN I ..� I PERMISSION FROM bPSE. bPSE IS NOT RESPONSIBLE FOR ERRORS SGriL�: I�4�� = I �—O�� � ° . .• REFER ANY QUESTIDO SIOR I , I — — — — — — — DISGREPANGIES TO bPSE PRIOR I . r — � TO OR DURIN6 GONSTRUGTION. NOT�S: I I ' 9 � � � I + � • �LEV?�TIONS ?�RE BAS�D ON D�4TUM 100'-O" = TOP O� PINISH�D GRAD�. ( O y • �OOTING ELE�/�4TION5 SHOWN ARE 8�45�D ON �INDING ADEQU?�T� SOIL GONDITIONS AS I ` I I ': _ _ _ _ � Ll DET,41 L�D I N TH� THE G�OTEGHN I G,4L REPORT. < , ' `y � � , ` ' ' � � `� w Z I �; I lL ,. _ , . . . ,. . • GONTR,4GTOR SH,4LL �OLLOW �4LL R�QUIREMENTS LISTED IN GEOTEGHNIG�4L REPORT. I I \ � �OOTING BE?,RING ELEV�TION SHALL BE 4'-O" MIN. B�LOW GRAD�; GRAD� SH�4LL BE 6" MIN. O B�LOW TOP O� �OUNDATION WF�LL. I ° I I ;;'. _ _ � � _ _ _ _ _ ': � ��• • �XISTING GONGRET� �OOTINGS AR� 18" WID� AND 10" THIGK, TYPIGAL, U.N.O. I �.: I � a� -'..� � • �XISTING GONGR�T� �OUNDATION WALLS ?�R� 8" WID�, TYPIGAL, U.N.O. I . I \ �� • [] INDIGATES GONGR�TE �OOTING; SPR�AD AND/ OR ISOLAT�D. I ";:'.. I Q • � INDIGaTES GONGRETE �OUNDATION WALL OR PI�R. I ��'. I • � INDIG,ATES EXISTING GMU WALL (�455UM�D TO B� REIN�ORGED � GROUTED). I .' I � • ( XXXX"-XX" ) INDIG�4TE5 TOP O� GONG. �OOTING ELE�/?�TION. �/ERIFY �XISTINC� GONGR�T� ( • [ XXXX"-XX" ] INDIGAT�S TOP O� GONG. FOUND�4TION WALL OR PIER ELE�/ATION. I .:e I I ��� I �OOTING WIDTH Q • AT P�LL WOOD SILL PLAT�S IN GONTAGT WITH GONTR�TE; PR01/ID� "GREEN" TR�AT�D WOOD I ''' I ,�, SILL PLAT�S. I ;. I • GOORDINATE ALL DIM�NSIONS ?�ND D�TAILS WITH �XiSTING GONDITIONS. I �:�� I } U Z � • GONTRAGTOR SH�4LL GOORDIN�4T� DEGK/ �OUND,4TION PL,4G�M�NT WITH ,4N APPROVED SIT� � I .::; I ( � PLAN. PLAG�M�NT INGLUD�S ORI�NTATION WITHIN BUILDING ENV�LOP�/ S�TBAGK AND = IY W O V r V�RI�IG?�TION/ S�TTING OF �OUND?�TION WP.LL HEIGHT EL�VATIONS W/ DATUM. I .� I O j I •:�.; I � j,(� ALL SITE WALLS NOT SHOWN ON THIS PLF�N SH�LL BE BUILT P�R THE SIT� PL�N AND � � � � � F I I m � , \ — D�TAILS. SITE WALLS SHALL NOT B� GONN�GTED TO TH� BUILDING UNL�SS OTH�RWISE � I = I � � �1 (� NOTED. I `°- I � I `�� I � Z • THE �NGIN��R H�S NOT BE�N ENG?.GED �OR GONSTRUGTION SUPERVISION OF ?�NY KIND, ?�ND I W � O ASSUMES NO RESPONSIBLITY �OR THE GONSTRUGTION M�ANS, METHODS, TEGHNIQUES, I .� I I Q..:. I ^ / � I� � � S�QUENG�S AND PROGEDUR�S, OR FOR SAPETY PREGAUTIONS �ND PROGR?�MS IN } `� , � GONN�GTION WITH THE GONSTRUGTION WORK. . , � J.(� � I I � � + � z � .� I I � > W � �- � I I , m � � � � I I � Q o ,� I I � _ � � II II � II W II � � I ,.. 24'-O" ;� I ( �I�LD �/ERI�Y ) � I I I I � I �9• 1� - - _ _ _ _ _ - - - - _ J Q I I � 4,'� � a . � - - - - - - - - - - - - - - - - 12"X12" GONG PI�R � .� W/ (4)-#4'S � I I VERTIGAL; ON A � d 2'_6" X 2'-6" X 10" � r � GONG FTG PAD W/ �" _ #5'S ,4T 12" O.G. - m �AGH WAY (TYP. � � \ � � � [ �LD GOORD ], TYP. � � � � �3)- PLAG�S) cV � �i6'-O" �, TYP. — � — — — — — � � � � �� � � � 23�4�� 53.3 23/4 23/4 � 12'-O" +/- 12'-O" +/- 13'-O" ( EQ. ) ( EQ. ) ( MAX. ) 12"X12" GONG PI�R O W/ �3�-#5�g � z F- �11 �/�RTIGAL; ON A v � >' 3'-3" X 3'-3" X 10" � � � � GONG FTG PAD W/ #5'S ?�T 12" O.G. W �f�GH WAY O O � � w wn � N N � - - l�— m m � � � � � o � � 4 O � STA�MP �o,,a�p0 pr��� �•••H••• • � / �/'t � �0 06��%�=�� �������r�� �SS�ONA���� PROJEGT: 1210 STRT DT: 5/2013 DRWN BY: PUP SHEET �� el STRUGTURAL DE516N5 PO BOX 8007 AVON, GO 81620 PH. q�0-331-6�(40 NOT�: �AX. I-888-362-4685 •D�GK IS NOT D�SIGN�D IN�O�bPS�.N�T �OR HOT TUB LOADiNG. WWW.bPSE.N�T •�XTERIOR WINDOWS � ,4R� NOT SHOWN �OR THESE PLANS AND WRITTEN �� � � ���� �� �� �� I GLARITY AS TH�Y A�RE MATERIAL,HEREIN,Ar� �.I NOT ?�F�EGT�D BY INSTRUMENTS OF SERV�GE AND '�� ARE THE PROPERTY OF bPSE,LLG. D�GK REMOD�L. (bPSE). REUSE OF THIS DRAWIN6 •T�MPORARY SHORINC� OR ANY INFORMATION CANTAINED O 2' 4' 8' P�R GONTRAGTOR. wiT+�+iN;ON A PROJEGT OTHER T{iAN INDIGATED IN THE TITLE BLOGK, IS PROHIB�TED WITHOUT WRITTEN PERMISSION FROM bPSE. bPSE IS NOT RESPONSIBLE FOR ERRORS DUE TO SGALED DRAWIN65. SGriL�: I�4�� = I �—O�� REFER ANY QUESTIONS OR DISGREPANUES TO bPSE PRIOR � TO OR DURIN6 GONSTRUGTION. NOT�S: � + � • �XTERIOR DEGK �LOOR SYSTEM SHALL B� (2)-2X10'S �4T I6" O.G. TO ?� MAX SPAN O� 13'-O", - } OR 2X10'S AT 24" O.G. TO �4 MAX SPAN O� 7'-6" W/ 2X D�GKING, TYPIG?�L. � �i p • �XTERIOR DEGK L�DG�R SH�LL BE (2)-2X10, GLUED AND N?�IL�D, ^- �LUSH � LEDGER W/ � `� iu z (2)-I/2"� LA6 BOLTS ?�T 24" O.G. - STAGG�RED - TYPIGAL. � � • GONTRAGTOR TO PRO�/IDE IGE / W?�TER SHIELD AT DEGK / Wf�LL INT�RFAGE P�R O GONTRAGTOR REQU I REMENTS. '�� • ❑ INDIGATES GOLUMN DOWN OR THRU FRAMING; �"`�' <TMR> INDIGAT�S TRIMM�R STUD, <KNG> INDIGATES KING STUD. 4 �� • � INDIGATES EXISTING W�4LL. • � INDIGATES GONGR�TE �OUNDATION WALL OR PI�R. � � • ALL WOOD SILL PL?,TES IN GONTAGT WITH GONGR�TE; PRO�/ID� "GR��N" TREf�TED WOOD SI.I�Q . Q 51 LL PLAT�S. � � • � XXXX"-XX" � INDIGAT�S TOP O� BE�4M �LEVATION. u�'..' • HANG J0�5T5 �ROM � �LUSH � BE�4M5 �ND LEDGERS WITH SIMPSON LB (SINGLE JOIST), OR � � HUS-T�/ WNP (DOUBLE JOIST) TOP FLANG� HANG�RS, TYPIGAL, U.N.O. �Z � V�RI�Y PL?�TE HEIGHT EL�VATIONS W/ �XISTING GONDITIONS. X U Z � . ALL EXTERIOR WALLS ARE (ASSUMED) TO BE GONSTRUGTED O� 2X6 STUDS SPAGED AT I6" z � � O � O.G., TYPIGAL, U.N.O. (R�: STRUGTUR�L G�NERAL NOTES) W/ I/2" EXTERIOR PLYWOOD, � u- 0 � W � V r �XPOSURE I, 24/I6 APA RAT�D - STAGG�R END JOINTS, AND �ASTEN W/ Sd NAILS AT 6" O.G. � m � j � � � Z Q � �I � A LONG A L L PANE L �DG�S AND AT 12" O.G. A LONG A L L INTERMEDIATE SUPPORTS; SUPPORT � � p � w � , \ HORI ZONT�4L JO I NTS W/ WOOD BLOGK I N6. - z Z p z O � I � v � • A L L W?�L L S A R E (A S S U M E D) T O H A V� G O N T I N U O U S S T U D S F R O M �L O O R T O R O O� (I N G L U D I N G � � � z � Z RAK� W?�LLS). � ^� J � W —(ni � O` \ • R E: G O N T R,4 G T O R �O R H A N D R A I L F R A M I N G. � �� Q- � � ^ U v } V • R�: GONTRAGTOR FOR EXTERIOR D�GK ELEVATIONS. IY � � � • THE �NGIN��R HAS NOT B��N ENGAGED �OR GONSTRUGTION SUP�RVISION O� ANY KIND, AND z } � + IY Z (y � —' A S S U M E S N O R E S P O N S I B L I T Y �O R T H E G O N S T R U G T I O N M E A N S, M�T H O D S, T E G H N I Q U�S, � v p � } � �. � S�QUENG�S AND PROGEDUR�S, OR FOR SA�ETY PR�GAUTIONS P�ND PROC�RAMS IN � Ll J � p � � � GONN�GTION WITH THE GONSTRUGTION WORK. � p m � Q O � � � � � > � � '� -� o v � z � � � W O w00 X cXV l.� v � � � u1 � -. � � W � } �..� � Q sl.l � (2)-2X10 L�DG�R �FLUSH� RE: PLAN NOT�S � � w �/ O 2X10 D�GK � � � -. � �R�4MING R�: � PL?�N NOTES � � J �OR SPAG I NG m `-' � 51 MPSON � S I MPSON p HUG .p WNP 8 X 10 TIMB�R BE�4M ���` � S I MPSON � SI.I HUG SXS GOLUMN � 12'-O" +/- 12'-O" +/- 13'-O" ��'P. ��)- ( EQ. ) ( EQ. ) ( MAX. ) PLP�GES) � O � z � � v tK w � � � � w , � O O �i V � � N � oo � � � � � � m � � \ m � � � o � � 4 O � STA�MP �o,,a�p0 pr��� �•••H••• • � / �/'t � �0 06��%�=�� �������r�� �SS�ONA���� PROJEGT: 1210 STRT DT: 5/2013 DRWN BY: PUP SHEET �� e � . . .. . . 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