HomeMy WebLinkAboutTW Audi - 2_00-PERMIT.pdfSR2UGT1fUL NOTES
A. 6ENERAL
I. THE STRUGTURE IS DESI6NFD TO BE SELF-SUPPORTING AND STABLE AFTER
GONSiRUGT10N I5 FULLY GOMPLETED. THE GON7RAGTOR IS SOLELY RESPONSIBLE
TO DETERMINE EREQION PROGEDURE AND SEQUENGE TO ENSURE THE SAFETY OF THE
&IILDIN6 AND IT5 GOMPONENT PARTS DURIN6 GON57RUGTION INGWDIN6 PROVI5ION5
F02 GHAN6EABLE WEATHER UNTIL THE BUILDING I5 ENGL05E� AND GON�ITIONED.
THE LONTRAGTOR SHALL DESI6N INSTALL AND SUBSE(JUENTLY REMOVE ANY SHORIN6
SHEETIN6, TEMPORARY BRAUN6, 6UY5 OR TIEDOWNS NEGE55ARY TO MAINTAIN
SAFEtt AND STRUGTURAL STABILIN DURIN6 LONSTAUGTION. ANGHOR R0� AT
STEEL GOWMNS HAVE NOT BEEN DESI6NE� FOR, ANp WILL NOT PROVIDE, TEMPORARY
B12AGIN6 012 SUPPORT FOR OTHER GOWMNS OR OTHEk GONNEGTED FRAMIN6 MEMBERS
WRING GONSTRUGTION.
2. THE GONTRAGTOR IS SOLELY RESPONSIBLE TO FOLLOW ALL APPLIGABLE SAFETY
GODES, BUILDIN6 CODES AND 60VERNIN6 RE6ULATIONS WITH JURISDIGTION OVER
THE GONSTRULTION SITE DURIN6 ALL PHASES OF GObISTRUGTION.
3. ANY FRAMIN6 SHOWN ON DRAWIN65 THAT SUPPORTS EQUIPMENT (WHETHER SUPPORTED
ABOVE OR SUSPENDED BELOW), DE5I6N LOADS, OPENIN65 AND PENETRATIONS, AND
STRULTURAL MEMBERS IN ANY MANNER RELATED TO HVAG, PWM8IN6, ELEQRIGAL OR
FIRE PROTEGTION REOUIREMENTS IS BASED ON EQUIPMENT DESI6NED, SHOWN AND/012
SPEGIFIED IN THE GOPLSTRUGTION DCGUMENTS. ALL REQUIREO FRAMIN6 MAY NOT BE
SHONN. USIN6 THE DETAILS PROVIDED ON THE STRUGTURAL D12AWIN65, THE
6ENERAL GONTRALTOR AND SUB-GONTRAGTORS AND/OR EAGH PRIME GONTRAQOR MUST
GOOROINATE ANO INSTALL THE AGTUAL FRAMING REQUIRED FOR THE EQUIPMENT TO
BE INSTALLED, AND INGWDE GOSTS FOR ALL RE011IRED FRAMIN6 IN THE BID. IF
THE GONTRAQOR REGVE5T5 AND REGENES APPROVAL TO 5U85TITUTE EPUIPMENT, THE
GONTRAGTOR MUST AL50 INSTALL THE FRAMIN6 REOUIRED FOR THE SUBSTITUTED
EIXJIPMENT AS WELL, INITHOUT AD�ITIONAL GOST TO THE PROJEGT, IN0.UDIN6 ANY
AND ALL FEES REOUIRED BY THE ARGHITEQ AND/OR EN6INEERS TO REDESIGN AND
f�VISE THE LONSTRUGTION DOGUMENTS.
4. SHOULD ANY OF THE DETAILED INSTRUGTIONS SHOWN ON THE PLANS GONFLILT WITH
THESE STRUGTURAL NOTES, OR WITH EALH OTHER, iHE SIRIGTEST PROVISION SHALL
60VERN.
5. 60VERNIN6 G0�6 2008 IIJ�IANA STATE BUILDIN6 GO�E, INGWDIN6 ALL A�OPTED
REFERENGE STANDARDS AND MATERIAL SPEGIFIGATIONS REFERENGED THEREIN.
6. DE516N GRITERIA
0. F��R ��VE ��{��
Al2EA UNIFORM PSF GONGENTRATED POUNDS
( ) ( )
GONGRETE SLABS-ON-6RADE 100 I,O�O
GORRIDORS, FIRST FLCOR 100 2,000
GOf22IDOR5, SECOND FLOOR HO 2,000
OFFIGES 50 2,000
STORA6E ROOMS 125
PARTITION ALLONIANLE IS (NOT REQUIRED WHERE DE5I6N LIVE LOAD
EXGEEDS 80 PSF.)
b. ROOF LOADIN6
I. DE516N ROOF LIVE LOAD (MINIMUM) 25 PSF
2 ROOF SNOW LOADS�.
a. GROUND SNOW LOAD 20 PSF
b. FLAT-ROOF SNOW LOM 21 P5F
c. SNOW EXPOSURE FAGTOR I.0
d. SNOW LOAD IMPORTANGE FAGTOR I.0
e. THERMAL FAGTOR I.0
3. THE EFFEGTS GF �RIFTIN6 SNOW HAVE BEEN IN0.UDE� IN THE �E516N.
4. THE KCOP STId1LTU12E HAS BEEN DE516Nm FOR THE ROOF LOADIN65
INDIGA7ED ABOVE SUGH iHAT AN ADEQUA7E RCOF SLOPE AND DRAINA6E
SYSTEM ARE RE(3UIf2ED TO P12EVENT PONDIN6 LOADS WHIGH MAY EXLEED
THE DESI6N ROOF LOADS.
c_ WIND LOADIN6
I. BASIG WIND SPEE� 90 MPH.
2 WIND IMPORTANGE FAQOR I.0
3. OGGUPANGY GATE60RY II
4. WIND EHP�URE GATE60Rf G
5. INTERNAL PRESSURE GOEFFIGIENT +0.18, -0.18
6. GOMPONENTS ANp GLApDIN6:
a. ROOF H 2 PSF, -Ib PSF
b. WALLS +Il PSF, -22 P5F
d. SEISMIG DESI6N GRITERIA
I. 5EI5MIG IMPORTANGE FAGTOR I.0
2. OGGUPANGY GATE60RY II
3. MAPPED SPEGTRAL RESPONSE AGGELERATIONS�.
a. SHORT PERIODS 0.180
b. I SEGOND PERIOD O.OBO
4. SITE GLA55 D (ASSUMED)
5. SPEGTRAL RE5PON5E GOEFFIGENTS:
a. DESI6N SPEQRAL RESPONSE
AGGELERATION AT SHORT PERIODS = 0.192
b. DESI6N SPEQRAL RESPONSE
AGGELERATION AT I SEGOND PERIOD = 0.121
6. SEISMIG DESI6N GATE60KY B
l. BASIG SEISMIG-FORGERESISTM6-S'STEM: ORDINARY STEEL MOMENT
FRAMGG / ORDINARY REINFORGED MA50NRY SHEAR WALLS
8. DE516N BASE SHEAR �0 KIF5
9. 5EI5MIG RESPONSE GOEFFIGIENT, Gs 0.096
10. 12ESPONSE MODIFILATION FAGTOR, R 2
II. ANALYSIS PROGEDUREE EOUIVALENT LATERAL FORGE PROGC�URE
e. ALL FRAMIN6 MEMBERS HAVE BEEN DESI6NED TO MEET THE GODE MINIMUM
LNE LOAD AND TOTAL LOAD DEFLEGTION GRRERIA.
l. SPEGIAL INSPEGTIONS, IN AGGORDANGE TO OBG GHAPTER Il, THE OWNER SNALL
EMPLOY INSPELTION A6ENGIES TO PERFORM SPEQ AL INSPEGTIONS WRW6
GOPISiRUGT10N INGWDIN6 INSPELTIONS OF SHOP-FABRIGATED ITEMS WHEN
APPLILABLE ALL INSPELTION A6ENGIES, INGWDIN6 FABRILATION FAGLITIES
YVHEN REQUIRFD, SHALL BE QUALIFIm AND APPROVED BY THE &1ILDIN6 OFFIGIAL.
THE FOLLOWIN6 TYPES OF WORK REQUIRE SPEGIAL WSPEGTIONS (REFER TO OTHER
DISGIPLINES FOR SPEQAL INSPEGTIONS OF NON-51RUGTURAL SYSTEMS WHERE
RE011IRED):
a. 50IL5.
b. GONGRETE GONSTRVQION.
c_ MASONRY CANST(2ULTION_
d. SiRULTURAL STEEL FABRIGATION AND GONSTRUGTION INGWDIN6 FIELD WELDIN6
AND INSTALLATION OF HI6H STREN6TH BOLTS.
8. GOOROINATE ALL DIMEN5ION5 AND ELEVATIONS WITH THE ARGHITEGTURAL �RAWIN65.
SEE THE ARGHITEGTURAL DRAWIN65 FOR DIMENSIONS AND ELEVATIONS NOT SHOWN.
ALL OIMEN510N5 AND ELEVATIONS SHOWN ON THE STRUQURAL DRAWWGS ARE
INTENDED TO AU6MENT, NOT SUPERSFDE, TH05E SHOWN ON THE ARGHITEGTURAL
DRAWINGS. DO NOT SGALE THE DRAWM65. DRAWIN65 MAY NOT BE TO SLALE.
9. EXISTING &IILDINb, IPLSTALL TEMPORARY SUPPORiS AND OTHER MEASURES AS
f�QUIRED TO PREVENT DAMA6E TO THE EXI5TIN6 &IILDIN6 DURIN6 GONSTRUGTION.
THE GONTRAGTOR IS RESPONSIBLE FOR THE DESI6N, INSTALLATION AN� R NAL
GLEARANLE OF REQUIRED NEEDLIN6, SHORIN6, UNDERPINNIN6 OR BRAGIN6 OF THE
EXISTIN6 &IILDIN6. FIELD VERIFI' ALL EXISTIN6 �IMENSIONS, ELEVATIONS AND
GONDITIONS WHILH AFFEQ THE NEW GONSTRULTION PRIOR TO THE START OF WORK_
EXISTIN6 GONDITIONS SHOWN ON THE DRAWIN65 ARE BASED ON THE ORI6INAL
GONSiRUQION DRAININ65 AND/OR OTHER AVAILABLE LIMITED INFORMATION PROVIDED
BY THE OWNER AND/OR ARLFIITEGT AND HAVE NOT BEEN CONRRMED, ARE NOT
6UARANTEED AND MAY GONFLIGT WITH THE NEW WORK REQUIRED. FIELD
VERIFY THAT THE E%ISTING FRAMIN6 AFFEGTED BY TNE NEW WORK IS IN SOUND
GONDITION AND DOES NOT DISPLAY VISIBLE 516N5 OF DI5TRE5' OR DETERIO(2ATION
OR HAS BEEN PREVIOVSLY MODIFIED OR ALTERED. IMMmIATELY NOTIFY THE
ARGHITEQ OF ANY DISLREPANU E5 BETWEEN THE INFORMATION SHOWN ON THE
DRAIYINGS AND ALTUAL FIELD GONDITIONS; DO NOT PROGEED WITH THAT PORTION
OF WORK UNTIL ALL DISGREPANU ES HAVE BEEN RKOLVED. THE GONTRAGTOR SHALL
SUBMIT A RELD SURVEY SHOWIN6 ALL DISGREPANQ ES BETWEEN THE EXISTIN6
GONDITIONS ANO THE NEW WORK. BASED ON THE REPORTEO FIELD GONOITIONS,
THE ARGHITEGT WILL SUBMIT SUPPLEMENTAL INSTkLGTI0PL5 FOR ALL WORK (NEW OR
EXISTIN6) REiIUIRIN6 MODIPIGATION.
10. SHOP DRAWIN65
q. SUBMIT PoUR GOPIES OF THE FOLLOWIN6 SHOP �RAWIN65 TO THE ARGHITEGT PoR
REVIEW PRIOR TO FABRIGATION (ONE COPY TO BE RETAINED BY THE ARGHITEQ,
ONE GOPY TO BE RETAINED BY THE EN6INEERI:
I. GONGRETE REINFORGIN6 AND MIX DE5I6N5 FOR EAGH LLA55 OF LONGRETE.
2. MASONRY REINFORGIN6 S7EEL
3. STRUQURAL STEEL
4. STEEL JOIST
5. STEEL DELKM6
b. GOLD-FORMED STEEL FRAMIN6
b. THE CANTRAGTOR SHALL REVIEW AND AGGEPT FULL RE5PON57BILI11' FOR
DIMENSIONAL GORREGTNE55. ALL SHOP DRANW65 MUST BEAR THE APPROVAL
STAMP OF THE CONTRAGTOR (TO INGWDE INITIALS, DATE AND DISPOSITION),
PRIOR TO REVIEW BY THE ARGHITEGT OR ENGINEER. TNE EN67NEER WILL
f�TURN ALL SHOP DRAWIN65, UNf�VIEWED, THAT DO NOT BEAR THE APPROVAL
STAMP OF THE GONTRAGTOR.
II. ARGHITEGTURAL ITEMS OR PREFABRILATE� ITEMS SHOWN ON THE STRUGTURAL DRAININ65
ARE REFERENLED PoR 6ENERAL GOORDINATION WRPOSES ONLY.
a. NPILAL REFERENGED ARGHI7EGTURAL ITEMS INGWDE BUT MAY NOT BE LIMITED
T0: DRAINS DRAIN TILES FINI5HE5 DOORS WINDOWS AND ITEMS FOR
THERMAL AND MOISTURE PROiEGTION. SEE ARGHITEGTURAL DRAWIN65 AND
SPEGIFIGATIONS FOR MATERIAL REQUIREMENTS, PLAGEMENT AND FXAQ LOGATION
OF SUGH ITEMS.
b. TYPIGAL REFERENGED PREFABRIGATED ITEMS WGWDE BUT MAY NOT BE LIMITED
T0: STAIRS, HANDRAILS. GURTAIN WALVSTOREFRONT SYSTEMS, AWNIN65,
PREFABRIGATED FRAMW6 AND GOLD-FORMED STEEL FRAMIN6. SUGH SYSTEMS SHALL
BE DESI6NE0, FURN75HE0 AND INSTALLED AS REQUIREO BY OTHER PORTIONS OF
THE LONTRAGT DOGUMENTS.
8. FOUNDATIONS
I. THE GONTRAGTOR SHALL BELOME FAMILIAR WITH THE SUB-SURFAGE INVE5TI6ATION
REPORT DATED XX/XX/XX, BY XXXHX. f�FER TO THE SUB-SURFALE INVESTI6ATION
REPORT FOR ALL SITE WORK INQUDIN6 BUILDIN6 PAD PREPARATION.
2. NOTIPY TNE ARGHITEGT AS SOON AS POSSIBLE OF ANY UNUSUAL SOIL GONDITIONS
OR 50IL GONDITIONS IN VARIANGE WITH TEST BORIN65 SUGH AS UNEXPEQED SPRING
OR SEEPA6E WATER, MATERIAL DIFFERIN6 FROM TEST BpRIN65, OR 50IL OF
pUE5TI0NABLE BEARIN6 GAPAU1l'.
3. BEAR ALL FOOTIN65 ON FIRM UNDI51l1RBED SOIL OR ENGINEERED FILL HAVIN6 A
MINIMUM ALLOWABLE BEARIN6 GAPAGITY OF 3,000 POUN�i PER SQUARE FOOT.
4. BEAR PERIMETER FOOTIN65 A MINIMUM OF 3'-0" BELOW EXTERIOR 6RADE. STEP
FOOTIN65 AS RE(]VIf�D TO GOMPLY, RE6ARDLE55 OF FOOTIN6 STEPS AND 6RADE5
SHOWN ON THE DRAWIN65.
5. STEP THE TOPS OF ALL FOOTIN65 BELOW UTIL111' INVERT ELEVATIONS 50 AS NOT
TO INTERFERE WITH FOOTIN6 SIZE AND REINFORLIN6. GOORDINATE LOGATIONS AND
ELEVATIONS OF FOOTWG STEPS WITH ARGHITEGTURAL AND PLUMBIN6 DRAWIN65.
WHERE UTILITY TRENGHES PA55 BENEATH FOOTIN65 OR OGGUR 9ELOW ADJAGENT
&IILDING FOUNDATIONS, FlLL UTILITY EXGAVATIObI> WIiH 0.A55 N GONGRETE FOR
FULL WIDTH OF EXGAVATION TO THE UNDERSIDE OF FOOTIN65 OR THE UNDERSIDE OF
ADJAGENT &IILDIN6 FOUNDATIONS. EXTEN� LLA55 IV GONGRETE FILL FVLL WIDTN
AND LEN6TH OF FOUNDATION PLUS I'-6" BEYOND THE ED6E OF PoUNDATION EAGH SIDE.
PROVIDE A MINIMUM OF 2" SEMI-GOMPRESSIBLE MATERIAL AROUND UNDERGROUND
UTILITIES ENGASED IN GLA55 IV CANGf�TE FILL.
6. RETAIN THE SERVILES OF A 50IL5 EN6INEER TO INSPEGT AND APPROVE PoUNDATION
EXLAVATIONS FOR TNE BEARIN6 GAPAGIN INDIGATED ABOVE GCORDINATE THE
SGHEDULIN6 OF THE SOILS EN6INEER'S SERVIGES INITH THE ANTIGIPATED DATE OF
GONLkETE PLAGEMENT.
�. KEE�' FOUNDATION EXGAVATIONS FREE OF WATER AT ALL TIMES. REPLALE 50FT OR
WEAKENED 501L WITN LLA55 IV GONGRETE OR EN6WEERED FILL.
8. THE EXISTENGE OF UNDER6ROUND STRUQURES AND/OR VTILITIES I5 NOT KNOWN.
USE E%TREME GARE WHEN EXGAVATIN6 50 AS NOT TO DISTURB ANY E%ISTIN6
UNDER6ROUND STRUGiURES AND/OR UTILITIES. GOOR�INATE WITH TNE SVRVEY
AND WITH THE OWNER TO OBTAIN ANY INPoRMATION AVAILABLE RE6ARDIN6
EXISTIN6 UTILITIES.
G. REINFORGED GOIJGRETE
I. ALL GONGRETE CANSTRUGTION SHALL GONFORM TO THE LAIEST, ADOPTED EDITIONS OF
THE STANDA2D5 AND MATERIAL SPEGIPIGATIONS REFERENGED HEREIN.
2. REFERENGE STANDARDS BY THE AMERIGAN GONGRETE INSTITUTE AQ
( )
a. AGI 301 "SPEGIFIGATIONS FOR STRUGTURAL GONGRETE " EXGEPT A5 SPEGIFIGALLY
MODIP]ED W THE SPEUPIGAT[ONS AND/OR HE12E]N.
b. AGI 318, "BUILDIN6 GODE REOUIREMENTS FOR STRUGTURAL GONGRETE."
c. AGI 305, "HOT WEATHER GONGRETIN6" AND AGI 306, "GOLD WEATHER CONGRETIN6."
d. AGI 315, "DETAILS AND DETAILIN6 OF GONGRETE REWFORGEMENT" UNLE55
DETAILED OTHERWISE ON THE STRUQURAL DRAWIN65.
3. MATERIALS
a. STRUGTURAL GONGRETE
0.A55 LCGATION f'c (ps U
1 FOOTIN65 3,000
II WTERIOR SLABS ON 6RADE, FILL OVER 3,500
STEEL GENTERIN6 AND ALL INTERIOR
GONGRETE NOT OTHERWISE IDENTIFIED
ILI EXTERIOR SLABS ON 6RADE, 4,000
AND ALL EXTERIOR GONGf�TE NOT (wlth alr)
orHerzw�se �oeNT�F�eo
IV BAGKFlLL BELOW FOOTM65 I,500
b. ALL DEFORMED REWFORGIN6 BARS�. ASTM A615, 6RADE 60.
c. ALL WELDFD WIRE FABRIL ASTM AI85, DELIVERED W FLAT SHEETS.
4. FIELD MANUAL. PROVIDE AT LEAST ONE GOPY OF THE AU FIELD REFERENGE MANUAL,
SP-I5, IN THE FIELD OFFIGE AT ALL TIMES.
5. FOOTIN65
a. PROVIDE AND WSTALL DOWELS IN GONGRETE FOOTINC{ TO MATGH VERiIGAL WALL
REINFORGIN6.
I. WHERE MA50NRY IS GONSTRUGTED ON TOP OF FOOTINGS PROVIDE 4H BAR OIAMETER
REINFORGIN6 LAP SPLIGES BETWEEN DOWELS AND VERTIGAL WALL REINFORQN6.
b. INSTALL GORNER BARS AT FCOTW6 GORNERS TO MATGH HORIZONTAL REINFORU N6.
LAP CqRNER BARS 48 BAR DIAMETERS WITH HORIZONTAL POOTIN6 REINFORGIN6.
c. INSTALL LEAN CqNGRETE (0.A55 IV) UNDER FOUNDATIONS FOR AGQDENTAL OVER-
EXLAVATION, SOFT SPOTS AND TRENGHES.
b. GONGRETE GOVER: UNLE55 NOTED OTHERWISE, DETAIL REINFORGIN6 TO PROVIDE
MINIMUM C4NLRETE GOVER A5 PoLLOWS:
a. GONGRETE GAST A6AINST AND PERMANENTLY
EXPOSED TO EARTH 3 INGHES
b. GONGRETE EXPOSED TO EARTH OR WEATHER
�5 BARS AND SMALLER I-V2 MGHES
OTHERS 2 INGHES
�. MIxELLANE0U5
a. INSTALL NON-SHRINK, NON-METALLIG 6ROUT UNDER ALL BEARIN6 PLATES AND BASE
PLATES.
D. EN6IN�RE� MASONRY GONSiRUGTION
I. ALL MASONRY GONSTRUQION SHALL GONFORM TO THE LATEST, ADOPTED EDITIONS OF
THE STANDAR� AND MATERIAL SPEGIFIGATIONS f�FERENLED HEREIN_
2 REFERENGE STANDAR�
o. AQ 530/ASGE 5/TM5 402, "&1ILDIN6 GODE REOUIFEMENTS F9R MASON2Y
STRUGTUf2E5_"
b. AGI 530.1/ASGE b/TM5 602, "SPEGIFIGATION FOR MASONRY STRUGTURES."
I. GONPoRM GOLD WEATHER MASONRY GONSTRULTION TO PARA6RAPN I.B.G.
2 LONFORM HOT WEATHER MA50NRf GONSTRUGTION TO PARA6RAPH 1.8.D.
3. MATEKIALS
a. GONGRETE BLOGK: ASTM G90, MINIMUM NET AREA GOMPRESSNE STREN6TH OF
GONLRETE MA50NRY UNITS: 2,500 PSI.
b. MORTAR� TYPE 5, MINIMUM GOMPRESSIVE STREN6TH� 1,800 PSI.
c. BOND BEAM ANO GORE FILL ASTFI G4lb, GOARSE n'PE, MINIMUM GOMPRKSIVE
STREN6TH: 2,500 PSI.
d. JOINT REINFORUN6: HOT-DIPPE� GALVAWZED FINISH, 9 6AGE MINIMUM SIDE
WIRES AND GRO55 WIRES.
e. BAR REINFORGWG�. ASTM A615, 6RADE 60.
4. REINFORGED MASpNRY� APPLY THE FOLLOWIN6 REpUIREMENTS WHERE VERTIGAL
REINFORGIN6 BARS ARE DETAILED ON THE DRAWIN65.
a. GOORDINATE LOGATIONS OF REWFORGW6 DOWELS TO BE GAST-IN TO GONGRETE
FOOTIN65 WITH THE GONCf�TE SUB-GONTRAGTOR.
b. PROVIDE 48 BAR DIAMETER LAP SPLIGES AT ENDS OF GONTINUOUS VERTIGAL AND
H02IZONTAL f2EINF9RGIN6_
c. INSTALL A GONTINUOUS VERTIGAL GAVITY, AT LEAST 2" X 3" IN SIZE, Ff�E OF
MORTAR DROPPW65.
d. INSTALL REINFORGIN6 ALI6NMENT DEVIGES AT A MAXIMUM SPAU N6 OF 96 8AR
DIAMETERS, &1T NOT LE55 TNAN AT LEAST ONE PER 6RGUT LIFT.
e. 50LIDLY FILL ALL GORES GONTAININ6 VERiIGAL REINFORLIN6 WITH 6f20UT_
f. MAXIMUM HEI6HT OF 6ROUT LIFT = 4'-0".
y. SUBMIT REINFORGIN6 STEEL SHOP DRAWIN65 SHOWING REINFORGIN6 STEEL SIZES,
SPALIN65 AND LOGATIONS, DETAILS OF DOWELS AND DETAILS OF LAP SPLIGES.
5. MIS.,'ELLANEOUS
a. MASONRY WALLS ARE NOT DESI6NED TO BE STABLE DURIN6 GONSTRUGTION. THE
GONTRAGTOR SHALL INSTALL, IN A TIMELY MANNER TO PREVENT GOLLAPSE OF
THE WALLS, ADEQUATE BRAGIN6 DESI6NED TO RESIST ALL APPLILABLE LOADS 012
FORGES. BRAU N6 SHALL REMAIN IN PLAGE UNTIL ALL STRUQl1RAL ELEMENTS
PROVIDIN6 LATERAL SUPPORT FOR THE WALLS ARE IN PLAGE AND THE WALLS HAVE
ATTAINED THE SPEUFIED �ESI6N STREN6TH.
b. FILL VERTIGAL GOLLAR JOINTS BELOW 6RADE SOLIDLY WITH MORTAR.
c. INSTALL 100% SOLI� BEARWG, MWIMUM THREE GOU�FSES UNDER STRUGTURAL STEEL
BEAMS AND MINIMUM ONE LOURSE UNDER OPEN-WEB STEEL BAR JOISTS, UNLE55
DETAILED OTNERWISE.
d. FILL GORES SOLIDLY AROUND ANGHOR RODS. SOLIDLY FILL ALL LORES A MINIMUM
OF H INGHES ALL AROUND WHERE EXPANSION ANGHORS AND/OR GHEMILAL ADHESIVE
ANLHO�FS ARE TO BE INSTALLED.
e. SET WELD PLATES IN BOND BEAMS AFTER 6ROUT IS PLAGED, BUT WHILE IT IS
sT�� a�nsnc.
f. LAY HOLLOW MASONRY UNITS WITH FULL MORTAR GOVERA6E ON HORIZONTAL AND
VERTIGAL FAGE SHELLS. PROVIDE FULL MORTAR GOVERA6E FOR ALL WEBS IN
ALL COUR5E5 OF PIERS AND GOWMNS, IN THE STARTIN6 GOURSE ON FOOTIN65,
AND WHEN ADJAGENT TO GELLS OR GAVITIES TO BE REINFORGED OR RLLED WITH
R T AY N T H F A A NT
6 OU . L SOLID U I 5 WIT ULL HE D ND BED JOI 5.
9
. INSTALL HORIZONTAL JOINT REINFORGIN6 AT I6 WGHES ON LENTER VERTIGALLY
(ABOVE 6RADE), EXGEPT AS NOTm. LAP JOINT REINFORGIN6 6 INLHES.
h. WHERE MASONRY UNITS OF DIFFERW6 WIDTHS ARE LONSTRUGTED ON ONE ANOTHER,
INSTALL AT LEAST ONE FULL GOURSE OF 100� SOLID OR SOLIDLY-6ROUTED MASONRY
FOR TNE WIDER OF THE TI^10 UNITS, GONTINUOUSLY ALON6 THE TRANSRION (FOR
EXAMPLE, AT BRIGK LED6E5).
E. STRULTURAL STEEL
I_ ALL STEEL LONSTRULTION SHALL GOMPLY WITH THE LATEST, ADOPiED EDITIONS OF
THE STANDAR�S AND MATERIAL SPEUFIGATIONS REFERENGED NEREW.
2. REFERENGE STANDA�S
a. ANSI/AISG 360 "SPEGIFIGATION FOR STRUGTURAL STEEL OUILDIN65" BY THE
AMERIGAN INSTITUTE OF STEEL GONSTRUGTION ML. (AISG .
)
b. AISG 303, "GODE OF STANDARD PRAGTIGE FOR STEEL BUILDIN65 AND BRIDSES"
BY THE AMERIGAN INSTITUTE OF STEEL CONSTRUGTION ING. (AISG).
c"SPEUFIGATION FOR STRUGTURAL JOINTS USIN6 ASTM A325 OR A490 BOLTS" BY
THE RESEARLH LOUNGIL ON STRUGTURAL LONNEQIONS RGSG .
( )
d. AWS DI.I, "STRUGTURAL WELDIN6 LODE" BY THE AMERIGAN WELDIN6 SCGIETY
( AWS) .
3_ MATERIALS
a. ROLLED WI�E PLAN6E SHAPES (W): Py = 50 KSI, ASTM A992
b. ROLLED SNAPES (G AND MG), AN6LE5, PLATES AND BA25�. Fy = 36 K51,
ASTM A36.
c. HOLLOW STRULTURAL SEGTIONS (H55): ASTM A500, 6RADE B.
I. 5(1UARE/REGTAN6ULAR� Fy = 46 KSI.
d. HIGH STREN6TH BOLTS: ASTM A325 OR A490.
e_ ANGH02 RODS� ASTM F1554, 6RADE 36.
f. THREADED RODS. ASTM l36, Py = 36 KSI.
y. NVTS: ASTM A563-
h. WA5HER5� ASTM F436.
'. ELEGTRODES: SERIES E10.
j_ EXPAN510N ANLHORS�. HILTI KWIK BOLT TZ OR EQUAL
k. GHEMIGAL ADHESIVE ANGHORS: HILTI HIT-RE 500-SD.
4. THE CANTRAQOR, FABRIGATOR OR ERELTOR SHALL NOTIFY THE EN6INEER OF REGORD
AND THE OWNER'S DE516NA7ED CONS7RUGTION REPRESENTATIVE IF GHAN6E5 APE
REQUIRED TO THE 5T(2UQURAL STEEL FRAME TO ALLOW EFEGTION TO GONPoRM TO 05HA
RE6ULATIONS, INGWDIN6 SUB-PART R. BIDS SHALL BE BASED ON THE EREGTION
METHOD GHOSEN BY THE CONTRAGTOR OR EREGTOR. BASE BI�S TO INGLU�E THE WST
FOR MODIFIGATION OF THE STAUGTURAL STEEL, STEEL JOISTS, JOIST 6IRDEf6,
STEEL OEGK OR LATERAL-LOAD-RESI5TIN6 SYSTEM BASED ON THE GHOSEN METH00 OF
EREGTION.
5. GONNEQIONS
a. ALL FIEL� CONNEQIONS SHALL BE BOLTED, UNLE55 NOTED OR DETAILE�
OTHERWISE. BOLT OR WELD SHOP GONNEGTIONS. UNLE55 NOTED OTHERWISE, ALL
BOLTS OF BOLTED GONNEGTIONS SHALL BE SNU6 T16HTENED. ALL BOLTS IN MOMENT
GONNEGTIONS SHALL BE PRETENSIONED/SLIP-GRITIGAL.
b. DESI6N LONNEGTIONS FOR THE END REAGTIONS RESULTIN6 FROM THE FULL UNIFORM
LOAD GAPAGIN OF THE SUPPORTED MEMBERS. PoLLOW INSTRUGTIONS ON THE
DRAWIN65 PoR 6ENERAL ARRAN6EMENT OR PARTILULAR DETAILS.
6. PAINT
a. DO NOT PAWT STEEL OR ANGHOR RODS WHIGH WILL BE ENLASED IN GONGREfE OR
ANY INTERIOR STEEL WHIGH WILL BE LOLATED IN51DE THE FINISHED PRODUGT
GONGEALED FROM VIEW, TYPIGAL UNLE55 NOTED OTHERWISE.
b. PAIM EXPOSED, INTERIOR STEEL WITH ONE GOAT OF SHOP PRIMER.
c. PAINT EXPOSED, EXTERIOR STEEL MEMBERS, INGWDIN6 STEEL MEMBERS GONGEALED
W EXTERIOR WALLS WITH TWO GOATS OF SHOP PRIMER, iYPIGAL UNLKS NOTED
OTHERWISE.
d. SEE THE STRUGTURAL LWTEL NOTES BELOW FOR PAINT REOUIREMENTS OF SIRUGTURAL
LINTELS IN EXTERIOR WALLS.
l. MISLELLANEOUS
q. PROVIDE AND INSTALL FRAMIN6 AROUND FLOOR AND ROOF OPENWGS REQUIRED PoR
ALL TRADES. IF OPENING IS NOT SHOWN ON THE STRULTURAL DRAWIN65, OBTAIN
PRIOR APPRWAL.
b. ANY FRAMIN6 SHOWN ON DRAWIN65 THAT SUPPORTS EQUIPMENT (WHETHER SUPPORTED
ABOVE OR SUSPENDED BELOW), DESI6N LOADS, OPENINC{ AND PENETRATIONS, AND
STRUGiURAL MEMBERS IN ANY MANNER RELATED TO HVAG, PLUMBWG, ELEGTRIGAL OR
FIRE PROTEGTION REQUIREMENTS I5 BASED ON EQUIPMENT DE5I6NED, SHOWN AND/OR
SPEGIFIED IN THE GONSTRUGTION DOGUMENTS. ALL REQUIRED FRAMIN6 MAY NOT 8E
SHOWN. USIN6 THE DETAILS PROVI�ED ON THE STRUQURAL DRAWWGS, THE
6ENE2AL GONTRAGTOR AND SUB-GONTRAGT025 AND/02 EAGH PRIME GONTRAQOR MUST
GOORDINATE AND INSTALL THE AGTUAL FRAMIN6 f�QUIRED FOR THE EQUIPMENT TO
BE INSTALLED, AND IN0.UDE G05T5 FOR ALL REGUIRED FRAMING IN THE BID. IF
THE CANTRALTOR 12EQUESTS AND REGEIVES APPI2WAL TO SUBSTITUTE EOUIPMENT,
THE GONTRALTOR MUST AL50 INSTALL THE FRAMIN6 REQUIRED PoR TNE SUBSTITUTED
EQUIPMENT AS I^�LL, WITHOUT ADDITIONAL COST TO THE PROJEGT, INGWDIN6 ANY
AND ALL FEES f�QUIRED 8Y THE ARLHITEGT AND/OR EN6INEERS TO f�-DESI6N AND
RE1/ISE THE GONSTkLQION DOGUMENTS.
c. PROTEQ STEEL BELOW 6RADE BY A MINIMUM OF 3 INGHES OF LAST-IN-PLAGE
GONGRETE OR 4 WGHES OF SOLID OR SOLIDLY-6ROUTED MASONRY.
d. IPISTALL I/4 INGH THIGK SETTIN6 PLATES, FULL DEPTH AND WIDTH OF BEAM
BEARIN6, FOR ALL BEAMS BEARIN6 ON MASONRf OR GONGRETE WHIGH DO NOT
OTNERWISE HAVE BEARIN6 PLATES LABELED OR DETAILED.
e. INSTALL SHOP-WELDED ANGHORS PoR ATTAGHMENTS OF MASONRY. SPAGIN6 TO BE
Ib WGHES ON BEAMS AND GOLUMNS.
f_ [NSTALL HEAW NUT AND WASHER AT ALL ANGHOR (20D5, BOTH EN�_ ANGHOR ROD
LEN6TN5 SHOWN OR LABELED REFER TO THE EMBEDMENT LEN6TN FROM TOP OF GONGRETE
02 MA50NRY TO PALE OF LOWER WASHER. Pf20VIDE OVERALL TOTAL ROD LEN6TH5 AS
RE(lUIRED TO INGWDE PROJEGTIONS AT TOP, AND WASHER AND NUT AT THE BOTTOM.
y. FIMSH EN�S OF ALL GOWMNS, STIFFENERS AND ALL OTHER MEMBERS IN DIREGT
BEARIN6.
h. INSTALL 80LT HOLES FOR OPEN-WEB STEEL BAR JOISTS BOLTED TO BEAMS AND
ATTAGHMENT PoR .JOWIN6 EXTENDED JOIST BOTTOM GHORDS.
i. INSTALL STRUGTURAL S1EEL BEAMS WITH MINIMUM BEAM BEARIN6 ON MASONRY =
l- V2 INGHES UNLE55 NOTED OTHERWISE.
j. EMBEDMENT LEN6TH OF EXPANSION ANGHORS INTO SOLID MA50NRY OR GONGRETE
SHALL BE AS FOLLOWS:
I/2 INGH DIAMETER BOLTS --- 3-V2 INGHES EMBEDMENT
3/4 INLH DIAMETER BOLTS -- 5 INGHES EMBEDMENT
8. REFER TO ARGHITELTURAL DRAWINES FOR MISLELLANEOUS STEEL (LADDERS, BOLLARDS,
6FATIN6, HANDRAILS, ETG.)-
F. STRVQURAL LINTELS
I. MATERIALS: REFER TO "S7RUGTURAL STEEL" SEGTION ABOVE.
2. INSTALL LWTELS OVER ALL OPENIN65 IN MASONRY WALLS AND MASONRY VENEER.
REFER TO ARGHITELTURAL, MEGHANIGAL, PWMBIN6 AND ELELTRIGAL DRAWIN65 FOR
LOGATION, NUMBER AND SIZE OF OPENIN65. FOR LINTELS NOT LABELED OR SHOWN
ON THE SIRUGTURAL DRAWIN65, APPLY NOTES 3 THRq16H 5 BELOW,
3. FOR LINTELS OVER OPENINC-5 IN MASONRY WALLS b'-4" WIDE OR LE55, WSTALL
THE MEMBEk LISTED BELOW FOR EAGH 4 INGHES OF WALL THIGKNESS (USE 6" MINIMUM
BEARIN6 EAGH END).
MASONRY OPENIN6 SEGTION
TO 4'-0" L3-I/2 % 3-I/2 X 5/Ib
4'-I" TO 5'-4" L4 X 3-I/2 X 5/Ib LLV
5'-5" TO b'-4" LS X 3-I/2 x 5/I6 LLV
4. FOR LINTELS OVER OPENIN65 IN MASONRY WALLS 6REATER THAN 6'-4" WIDE, INSTALL
THE BEAM SEGTION LISTED BELOW WITH l-I/2" MWIMUM BEARIN6 EAGH END AND
GONTINUOUS BOTTOM PLATE 5/16" X(WALL "T"_ V2'). STOP PLATE I/4" SHORT OF
JAMBS.
MASONRY OPENIN6 SEGTION
6'_5" TO H'_0" W H X 18
8'_I" TO 12•_0" W H X 21
5. PAINT LINTELS IN EXTERIOR WALLS WITH TWO GOATS OF SHOP PRIMER.
6. OPEN-WEB STEEL JOISTS
I_ THE DESI6N, FABRILATION AND INSTALLATION OF ALL WORK SHALL GONFORM TO
THE LATEST, ADOPTED EDITIONS OF TNE FOLLOWIN6 STANDAR�:
a. THE STANDARD SPEGIFIGATIONS FOR OPEN WE$ STEEL JOISTS (K SERIES),
LON65PAN STEEL .10I5T5 (LHhERIES DEEP LON65PAN STEEL .10I5T DLH-SE12IE5
), ( )
AND .10I5T 6IKDERS BY THE STEEL JOIST MSTITUTE 5J7 .
( )
b. AW5 DI.I, "STRUGTURAL WELOIN6 GODE" BY THE AMERIGAN WELDIN6 SOGIETY
( AW5) .
c. THE �IST MANUFAGTURER SHALL BE A MEMBER OF SJI.
2. MATERIALS, GHOR�i, WEBS, BEARIN6 SEATS, INGWDIN6 ALL AGGESSORIES, SHALL BE
W AGGORDANGE WITH 5JI SPEQFIGATIOIyS.
3. B27D6IN6
a. BRID6IN6 SIZE, LONFI6URATION AND NUMBER OF kOWS SHALL 8E W ALGORDANGE
WITH SJI. REOVIRE� BRIWIN6 MAY NOT BE SHOWN ON THE DRAWIN65. THE JOIST
SUPPLIER SHALL DESI6N BRID6IN6 TO RESIST THE NET WIND UPLIFT INDIGATED ON
THE DRAWIN65. UNLE55 NOTED OTHERWISE, INSTALL DIAGONAL BRIWIN6 PoR LH-
SERIES, AND HORIZONTAL BRID61N6 FOR K-SERIES (E%GEPi INSTALL A DIA60NAL
ROW NEAREST THE MID SPAN WHERE PoUR OR FIVE ROWS ARE SHOWN OR RE[IUIRED BY
SJL)
b. HORIZONTAL 8RID61N6 MAY BE WELDED TO THE JOISTS.
NA 2 N T AN AT T P N NT T N
c. BOLT �IAGO L B IDGI G TO HE JOI5T5 D HEIR OI T OF I ERSEG IO .
ANGHOR ENDS OF DIA60NAL BRIDSIN6 WITH HORIZONTAL BRID6IN6 UNLE55 SHOWN
OTHERWISE HORIZONTAL BRID6IN6 IN NO MORE THAN TWO CONSEGUTNE BAYS MAY
BE USED TO PKOVIDE PA55A6E FOK DUGT W012K.
d. ANGHOR BRID6ING TO INTERSEGTM6 STRUGTURAL STEEL OR MASONRY WALLS.
e. GOMPLETELY INSTALL ALL BRID6IN6 ANGHORS BEFO� PLAGIN6 GONSTRUGTION
LOADS ON TNE ,bI5T5.
4. OEARIN6
a. WELD ALL JOISTS TO SUPPORTIN6 STEEL WRN I-I/2 INGNES OF I/B INGH FILLET
WELD FOR K-SERIES JOISTS AND 2 MGHES OF I/4 MGH FILLET WELD FOR LN-SERIES
JOISTS, EAGH SIDE OF BEARIN6. PIELD BOLT JOISTS AT CAWMN LINES, OR, ]P
THERE IS NO JOIST AT A GOLUMN LWE, FIELD BOLT THE JOIST NEAREST THE GOLUMN
ON EAGH SIDE EXTEND 90TTOM GHOR� OF SUGH B'JLTED JOISTS AND GONNELT THEM
TO THE BEAM OR GOWMN AS DETAILED ON THE DRAWINfiS.
b_ EXTEN� ALL J015T5 I WGH MWIMUM PAST GEMERLINE OF SUPPORTIN6 MEi18ER
WHERE POSSIBLE INSTALL BEARIN65 ACGORDW6 TO THE DRAWIN65, OR, WHERE
SPEGIAL INSTRUGTION IS NOT 6IVEN, AUqRDINb TO THE STANDARD
SPEGIFIGATIOPLS OF SJL.
5. MISGELLANEOUS
p. ALI6N WEB MEMBEf<'S IN ADJAGENT JOI5T5 OF THE SAME �EPTH TO PERMIT PA55AGE
OF HVAG DULTS.
b. SEE DRAWIN65 FOR SPEQ AL BEARIN6 5HOE5, EXTENpED ENpS, ETG.
c. PERFORM ALL WELDIN6 TO JOISTS WITH GARE 50 A5 NOT TO IMPAIR THE
STRUGiURAL MTE6RIN OF THE MEMBER.
d. FOR PARALLEL�HORD SLOPED JOISTS AND PITGHEDLFIORD JOISTS, DESI6N JOISTS
FOR TNE AGTUAL COMPONEMS OF DEAD LOA� AND THE EQUIVALENT VERTIGAL LIVE
LOAD FOR THE HORIZONTAL SPAN.
H. STEEL OEGKING
I. THE DE5I6N, FABRIGATION AND INSTALLATION OF STEEL DEGKIN6 CANSTRUGTION SHALL
GONFORM TO THE LATEST, ADOPTED EDITIONS OF THE STANDARDS AND MATERIAL
SPEGIFIGATIONS HEREIN.
2 REFERENGE STANDARDS
a. NAS, "NORTH AMERIGAN SPEQFIGATION FOR THE �E5I6N OF GOLD-FORME� STEEL
STRUGiURAL MEMBERS" BY THE AMERIGAN IRON AND STEEL INSTIiUTE (AISU .
b. "DESIGN MANUAL FOR GOMPOSITE DEGKS, FORM DEGKS AND RCOF DEGKS" BY THE
STEEL DEGK IPl>TITUTE (SDI).
c. AWS D1.3, "STRUGTURAL WEL�WG GODE" BY THE AMERIGAN WELDING SWIETY
( AI^l5) .
3. MATERIALS
a. STEEL SHEET LONFORMIN6 TO ASTM A653 FOR 6ALVANIZED DEGKIN6 OR AICOB PoR
PAINTED DELKIN6.
b. 6ALVAM ZED FINISHES: GONFORM TO ASTM A653, 660.
c. AGLESSORIES� SAME MATEI2IAL AND P]NISH AS DELKIN6 UNITS.
4. ROOF DEGK GONSTRUGTION LOADS SHALL NOT EXGEED A GONGENTRATED SEkVIGE LOAD
OF 200 POUNpS AT MID-SPAN OF A ONEFOOT WIDE SEGTION OF DEGKWG NOR THE
UNIFORM DESI6N LNE LOAD INDIGATED IN PARA6RAPH A.l.b.
5. ATTAGHMENT TO SUPPORTIN6 MEMBER�: ATTAGH TO SUPPORTS BY WELDIN6 FROM TOP
SIDE ONLY. TNE ARGHITEGT OR EN6INEER WILL REJELT WELDS WHIGH &1RN HOLES IN
DEGKIN6 OR SUPPORTIN6 MEMBERS. MINIMUM SIZE AND SPAU N6 OF WELDS TO BE AS
REGOMMENpED BY THE MANUFAGTURER, BUT NOT LE55 THAN THE FOLLOWIN6:
a_ STEEL ROOF DEGKIN6: SEE FRAMIN6 PLAN FOR ATTAGHMENT TO STRULTURE.
b. STEEL GENTERIN6: SEE FRAMIN6 PLAN FOR ATTALHMEM TO STRUGTURE.
USE WELDIN6 WA5HER5 AS REQUIRED TO ENSURE PROPER WELDIN6 AND TO PREVENT
WELDS FROM BURNIN6 THROU6H THE DEGK.
I. GOLD-FORMED STEEL FRAMIN6
I. THE DESI6N, FABRIGATION AND INSTALLATION OF ALL GOLD-FORMED STEEL FRAMIN6
SHALL GONFORM TO THE LAiEST, AGOPTED EDITIONS OF THE STANpARpS ANp
MATERIAL SPEGIFIGATIONS REFERENGED HEREIN.
2 REFEf2ENGE STANDAf�S
a. NAS, "NORTH AMERIGAN SPEQFIGATION FOR THE DESI6N OF GOLD-FORMED STEEL
STRUGTURAL MEMBERS" BY THE AMERIGAN IRON AND STEEL INSTITUTE (AISI)_
b. AWS D1.3, "STRUGTURAL WELDIN6 LODE-SHEET STEEL" BY THE AMERIGAN WELDIN6
50GIETY (AW5)_
3_ MATE2IAL5
a. STUDS, HEADERS, JOISTS, TRAGKS AND AGGESSORIES, ASTM A653.
I. MINIMUM YIELD STRE55 = 33 K5I WR MATERIAL 18 bA. AND LIGHTER_
2. MINIMUM YIELD STRE55 = 50 KSI FOR MATERIAL I6 6A. AND HEAVIER.
3. MINIMUM YIELD STRE55 = 33 K5I F02 TRAGKS AND AGGE550RIE5.
b. 6ALVANIZED GOATIN6 THIGKNE65� 660 ZING GOATIN6.
4. MEMBER SIZES: LOLD-FORMED STEEL MEMBER SIZES AND LONNEGTIONS SHOWN ON THE
DRAWIN65 ARE PRELIMINARY. THE GOLD-FORMED STEEL SUPPLIER SNALL DETERMINE
FINAL MEMBER 5IZE5 AND GONNEGTIONS. THE GOLD-PORMEO STEEL SVPPLIER'S BIO
SHALL REREGT THE FINAL MEMBER SIZES AND GONNEGTIONS. GOMPLY WITN AISI
DESI6N MANUAL AND WITH STEEL STUD MANUFAGTURER'S ASSOGIATION (SSMA)
REQUIREMENTS FOR MEMBER DESI6NATIONS INDIGATED ON THE DRAWIN65. GOLD-FORMED
FRAMIN6 MEMBERS ARE DESI6NATED BY DEPTH, SHAPE, WIDTH AND THIGKNE55 AS
PoLLOWS:
a. DEPTH DE5I6NATIONS: 3-5/8" = 362, b" = 600, 8" = 80Q ETG.
b. SHAPE DESI6NATIONS: 5= STUD OR JOIST SEGTION, T= TRAGK SEGTION.
c. FLAN6E WIDTH DE516NATIObLS� I-I/4" = 125, I-5/8" = 162, 2" = 20Q ETG.
d. MIL THIGKNE55 DESI6NATIONS: '33" = 20 6A., "43" = IB 6A., "54" = I6 6A.,
"bB" = 14 6A., "9T' = 12 6A.
e. EXAMPLE MEMBER DESI6NATIONS
I_ 6C05162-54 = 6" DEEP, STUD OR JOIST SEGTION, I-5/H" W]DE PLAN6E, 54
MILS_ THILK (I6 6A_).
2 HOOT125-33 = 8" DEEP, T(2AGK SEGTION, I-I/4" WIDE FLAN6E, 33 MILS_
THIGK (20 6A.),
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5. 5TUD5
a. PROVIDE FULL BEARW6 A6AINST INSIDE TRAGK WEBS, BEFORE STUD AND TRAGK
ATTAGHMENT. SEGURELY ATTAGH ENpS OF STU�S TO BOTH PLANGES OF UPFER AND
LOWER TRAGKS. DO NOT SPLIGE STUDS, UNLE55 SPEGIFIGALLY DETAILED ON
DRAWIN65.
b. INSTALL LATERAL BRAGING TO PREVENT SiUD ROTATION. USE THE MANUFAGTURER'S
REGOMMENDATIONS FOR SPAGIN6, E�GEPT USE MAXIMUM SPAU N6 OF 6'-0" PoR ALL
WALLS.
c. INSTALL HEApE�FS, STU�S, AND SUPPORTING JAMB S711D5 AS REQUIRED AT ALL
OPENINL-5 IN WALLS. GONSTRULT JAMB SEGTIONS U5IN6 HEAVIE2 6A6E STUDS,
MULTIPLE STUDS, OR BOTH, AS REOUIRED TO GARRY TNE HEADER END REAQIOPLS
AND THE HEADER AND SILL WIND LOADS FOR THE ADJALENT OPENIN6.
6. HEADERS
a. WSTALL WEB STIFFENERS AT EAGH END OF EAGH PIEGE OF EAGH HEADER.
b. WSTALL GONTINUOUS TRAGKS AT TOP AND BOTTOM OF ALL HEADERS.
l. GONNEGTIONS
a. UNLE55 INDIGATED OTHERWISE ON THE DRAWIN65, DESI6N AND DETAIL THE FASTENIN6
OF ALL COMPONEMS AGGORDIN6 TO THE MANUFAGTURER'S STANDARD DETAILS USIN6
SELF-0RILLIN6, SELFTAPPIN6, LORR05ION-RESISTANT-GOATE� SGREWS PER ASTM
G1513, OR WELDIN6. INSTALL SUFFIQENT NUMBER AND SIZE OF SGREWS AND WELDS
TO ENSURE THE STREN6TH OF THE GONNEQION. MULTIPLE MEMBERS SHALL BE
SUFFIGIENTLY GONNEGTED TO6ETHER TO BEHAVE AS A SIN6LE MEMBER.
b. SUBMIT ALL GONNEGTION DETAILS FOR REVIEW, SEALED BY A PROFE55IONAL
EN6WEER, RE615TERED IN THE STATE OF THE PROJEGT. � �
c. SPLIGES IN FRAMIN6 MEMBERS OTHER THAN ENp IRAGKS ARE NOT PERMITTE�. �
4 MISGELLANEOUS � �
a. MATGH SIZE AND 6A6E OF END TRALKS WITH SIZE AND 6A6E OF FRAMIN6 MEM8ER5,
UNLE55 NOTED OTHERWISE.
b. TOUGH-UP ALL WELDS WITH A 6ALVANIZIN6 REPAIR PAINT MEETIN6 THE -
REGUIREMENTS OF SSPG-PAINT 20.
SHIRK & O'DONOVAN
CONSULTING ENGINEERS INC -
3]O rAST WILSON NRIDGE ROAU � _
WORTHINGTON,OH1043085 �
�-
TEL 6141436-6465
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STATE OF
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Projec[ Numbe�
A13-079
Shee� Tille
STRUCTURALNOTES
SheetNUmber
2.00