|
<br />[GENERAL NOTES
<br />
<br />I.
<br />
<br />B.
<br />
<br />SPECIFICATIONS
<br />
<br />I. I.
<br />
<br />I. 2,
<br />
<br />I. B.
<br />
<br />I. 4.
<br />
<br />CONSTRUC TION
<br />
<br />I. I I ".,[; rl.OR'D" evll.DING COC'E 1:~001 EDITIOtV -:'CCTION 'WO.
<br />
<br />I I. 2 T\-<E rLOR'DA 0J'LDI~~ CODE - CHAPTER 3~ rOR CONC."'ETE, H,A.SONR1' NiD ""<)OD Dt:SI",N
<br />CRllERIA.
<br />
<br />DESIGN
<br />
<br />I :2 I
<br />
<br />I :2 :2
<br />
<br />niL rLORIDA ElVILDING CODE (2001 EDITIOtV oECT10N Ie>Ob.
<br />
<br />11-<( rLOR.lD,o. evILDI~'6 COC'E - OH,o.P1ER 35 rOR CONC."-E1E, H,o.~NRY NiD f'<QOD D(51",N
<br />ORI TERI,A..
<br />
<br />GEOMETRIC CONTROL
<br />
<br />I , I
<br />
<br />I 3, 2
<br />
<br />[lEVATlON:; ^,~E BASED ON NATIONAL C,EODEflC VERTICAL DAi\iH Of' 1'l2" (N(;,-ID 1'l2") ALL
<br />~""RVEr' INrOR.MATIO", PROVIDED BY CLIENT
<br />
<br />LOT LA1'O,IT, PLN:.CMCNT A!'<D ELEV,o.TIOl><~ ARe PROVIDED 6Y OTHER~
<br />
<br />SHOP D~INGS I
<br />
<br />I 4 I
<br />
<br />I 4 2
<br />
<br />I 4 3
<br />
<br />THERE ~,HALL NoT Be Ni1' OEVIATI0l><5 FROH TI-<EoE DEole;.N Pt.,o.N:, BY OTHERS DVRII><6 THE
<br />PREPARATIO", 01" SHOP OR.AY'iINGS ....1n-1C\JT >^RIT1EN ,o.~VAL "ROM THE ENGINCER Of" RCCORD
<br />
<br />ALL o"OP DRA....iNG:; APE TO BE !:<)6MITlED TO THE ENGINEER OF RECORD PRIOR TO THE
<br />OOMHCNe-CMEI><T Of" OOl><~lRlJC,TION
<br />
<br />ALL ~oor AND rLOOR TR\.IS,S s,HOP C.RA....,NGS ^,-E TO DE SIe;.NED AND c:.EALED AND ~ALL
<br />I~-C L\.IDE : DRA1'1'N6" ,o.Nt) O,A.LC\.IL,o.TIONS, RI::AC TION" NiO OCARIN6 POINT;;, DR^CIN~
<br />RCt?VIPEHCN1:,. liFTING LOCATIOl><:;, N'iD OOl><NECTIONS TO !O<,JPPORTIN6 lRIJSS MEMBERS
<br />
<br />2.
<br />
<br />DESIGN LOADS
<br />
<br />2, I.
<br />
<br />2.2.
<br />
<br />2,3.
<br />
<br />2,4.
<br />
<br />2.5,
<br />
<br />2.6.
<br />
<br />2, -1.
<br />
<br />2,8,
<br />
<br />DEAD LOADS
<br />
<br />:1 I. I.
<br />.2 I :2
<br />2 ,
<br />2 4
<br />2 I 5
<br />~ (l
<br />2 1
<br />~ e>
<br />;;: I ~
<br />:: I 10
<br />;2 I II
<br />
<br />:2 I 12
<br />
<br />I)NIT ....EIa,HT Of" SO'L, OOHPACTEO ,
<br />\.INIT '^'E'(;,HT or REINrOROED OONe-RE1E
<br />\.IN I T "'E'C,HT Of" e>" C H U BLOCK
<br />'ST rLOOR SUPt:.RIMF'OSCD LOAD,
<br />\.INIT .-;c1C,HT Of" 2~4 ........LLS
<br />')NIT "'E'(;,iH Of" 2,b ....,.,LL:;
<br />2ND rLOOR S,CU" hElC,HT
<br />2ND rLOOR SUPERIMPOSED LOAD,
<br />"'.00r' CX:U. hElC,HT
<br />Roor S'JPERiMPO'.O>ED LOAD,
<br />rLOOR 1 RU:;:;
<br />TOP CHORD HINIMVH
<br />BOTTOM OHORD HINir--1JM
<br />Roor TR\.I'.O>S
<br />TOP CHORD HINIMVM
<br />EJOTTOM CHORD HINIr--1JM
<br />
<br />120 PCF
<br />150 Pc'"
<br />55 P'SF
<br />20 P?'"
<br />t> PLF'
<br />12 PL'"
<br />I) P?f'
<br />20 P?I"
<br />20 P'O>I'
<br />20 P?I'
<br />
<br />25 P?F'
<br />5 ",".;;>I"'
<br />
<br />'5 P'Y'
<br />10 p<"J
<br />
<br />LIVE LOADS:
<br />
<br />3 I
<br />
<br />~'D["'ALK ,A.ND DRI'-IE"'AY LOAD.
<br />C;ARAC,E LOAD',;
<br />CORRIDCR',; NiO OATHROOM? '
<br />PA.'UITIONED ROOM;;'
<br />DAlCONY ,A.NO DEOKS '
<br />"TAIRYV\Y~ AI-.", LANDINC,S
<br />FOOl" ,
<br />rLOOR lRlJ;;,~
<br />TOP CHORO MIN'r--1JM .
<br />ElOTTOH O'OR[) MINIMVM
<br />Roor TRU'.O>:,
<br />TOP CHORO HINIr--1JM
<br />OOTTOM OHQRD MINIMVM '
<br />
<br />200 P".;;>I"'
<br />5OP:.F
<br />eo p<;,F
<br />40 P-S>I'
<br />100 P:.F
<br />100 P:.F
<br />20 p?1'
<br />
<br />40 p?1'
<br />~P:.F
<br />
<br />20 P-S>F
<br />10P~
<br />
<br />2 2 I
<br />2 ~ 2
<br />:; :; J
<br />224
<br />:2 2 5
<br />:;: 2 b
<br />:;: 2 1
<br />2 2 ~
<br />
<br />22"
<br />
<br />RAILING LOADS:
<br />
<br />2 J I
<br />
<br />ALL RAILINe;. ,o.NO c>>v,o.FD R,o.'L "","5TEH 5 ARE TO ElE DE51C>NED TO "'I THST AND A OONC.ENTRAl [0
<br />LOAD Of" 200 PO,INOS AFPLIEO ,o.T ,o.NY POINT NiO IN ANY DIF-EOTION
<br />
<br />~IND LOADS
<br />
<br />2 4 I
<br />
<br />2. 4. 2
<br />
<br />""ND DESIC>,N TO Be COND'X1ED IN ,o.CCORDANCE r-IITH THE F'LORIOA ElV'LDlf'6 CODE (2001)
<br />EDITION) SEOTION 1606 AND OOl><OJC,TEO BASED 0"' ASCE 1-"1).
<br />
<br />IPLIFT VAlI.!E5 ARE SHO('IN ON THE DESl6N DRAY'IIN(;S.
<br />
<br />THERMAL FORCES I
<br />
<br />2 5 I
<br />
<br />252
<br />
<br />:-.cA50NAL VARIATION F'OR DE',;IC,N AI><D c.oN:;lRlJC, TION ,
<br />MEDIAN TEMF'ERATVRE 10 F
<br />TEMPERAT1jRE RI~t , 25 F
<br />TEMPERATVRE FALL, J5 F
<br />
<br />HCDI,o.N F-EL,o.TIVE f-'..iMIDITY
<br />
<br />15~
<br />
<br />CREEP AND SHRINKAGE
<br />
<br />2 b I
<br />
<br />ALL L0$5E:, IN ACCORO,o.NCE ""TH ACI 31t>-~5
<br />
<br />SEISMIC LOADS :
<br />
<br />2 '. I
<br />
<br />~ISHIC PER.FORM,o.NCE CA11:60R1' ',0.'
<br />
<br />DEFLEC. TIONS :
<br />
<br />:: e I
<br />
<br />rl.OOR lRUSU:S SHAL liMIT DErlECTION TO L/~OO TIMES THE :.FNi rOR LIVE LOAD? NiD L/240
<br />T,MES THE s,P,o.N FOR TOTAL LOAD
<br />
<br />DESIGN METHOD
<br />3. I. LOAD FACTOR DESIGN
<br />
<br />TI-<E LOAD r AC TCoR DE'.O>IC,N METHOD ....,.,;;. \.I~D TO DE51(;'N ,
<br />CAST-IN-PL~!! OONe-RETE ",LA8~ NiD rOOTIN>:;'S
<br />
<br />SERVICE LOAD DESIGN
<br />
<br />3.2. I
<br />
<br />H.c C>CRVIG~ LOAD Df',;IC>N HETHOD ....,.,',; ~D TO DE:;Ia,N
<br />H,A.0ONRY ........LLS ,0..'010 liNTEL:'
<br />INTERIOR. NiD eX1ERIOR ""<)00 FRAMING NiO SHEAn-1ING
<br />STAIR;; AND rLOOR FRAMING
<br />"001" rR,o.HINc,. ~EATHINe;. ,o.ND UP LiF'T
<br />
<br />--
<br />
<br />~
<br />11.
<br />U')
<br />
<br />o
<br />N
<br />N
<br />-r
<br />o
<br />o
<br />N
<br />C
<br />( .
<br />(}
<br />
<br />B.2.
<br />
<br />GENERAL NOTES
<br />
<br />CONTINUED
<br />
<br />l GENERAL NOTES
<br />
<br />~
<br />
<br />9,9.
<br />
<br />3,4.
<br />
<br />CONTINUED
<br />
<br />LOAD FACTORS AND COMBINATIONS:
<br />
<br />3 3.1
<br />
<br />3 3,2,
<br />
<br />J 3. 3
<br />
<br />THE F'OLLO''\'NG LOAD COM6INATI0"',; ..-.e:1~E DE',;IC,...CD "'OR.
<br />TOTAL DL . F'LOOR. LL . ROOF LL
<br />TOTAL DL . rLOOR LL . ,'\l
<br />TOTAL 6 DL . "'L
<br />
<br />IN THE CASE OF ""NO LOAO',;, AN ALlC''\,~BLE Ov'[R ',;T"!ES:, OF 125~ OA.N BE CONS'Dt:RCD
<br />
<br />ALL ROOI" ,o.ND "'l.OOR lR~;;.C~ ~oHALL ~E DC:,I(,"I:D TO RE:;I',;T THE r'\QRST LOAD COHe,"ATlON
<br />RESUL TINe; IN 1I-<E H,o.....,MVM :,lRES~E;. PLA.C.ED ON THA T COMPONENT ~'OrH PART! AL. r\.lLL, AND
<br />ALTERNATI~'6 SPAN LOAOING ARE TO BE CONSIDE.RED
<br />
<br />DESIGN ASSUMPTIONS:
<br />
<br />3.4. I
<br />
<br />3,4,2,
<br />
<br />F'O,INDATION;. ARE DESIC,NCD 6A:,ED ON A PRO:SUMPT,/E ElEARINC> CAPACITY or 2000 PSI' ON
<br />I~NDI',;TVROCD <::.,pIL OR ROCK. IT 15 THE I"E',;PONS'B'I..,r'( or TI-<e CONTRACTOR TO VERlry THE SO'L
<br />ON"^<:,ITY ,o.I><D REOViREMENT IN liEU OF,A. i<EC,I;,TER[D 0E01EOHINIOAL REPORT.
<br />
<br />ALL COL\.IHN ,o.NO ....,A.LL F'OJNDATION~ ,<SE CeN1CRED uND(R THe COlUMN~ AND \"IALL~ UNlE'::>~
<br />!:oHC('IN OTHERY'lISE NOTED IN 11-<E DESI6N PLA';.
<br />
<br />4,
<br />
<br />MATERIALS
<br />
<br />4. I.
<br />
<br />4.2.
<br />
<br />4,9.
<br />
<br />4.4,
<br />
<br />REINFORCING STEEL I
<br />
<br />4 1 I
<br />
<br />4. I. 2.
<br />
<br />4. I. 3,
<br />
<br />4 I 4
<br />
<br />4.1 5
<br />
<br />REINrORCEI~ ;.TCr;-L ~HALL DE ,0.;)11'-1 AQI5 t3>RADE 40 F'~ . 40 K~I
<br />
<br />REINrORC.EI~'6 LAP SPUOES ~ALL BE A Mlt"MVH or 40 BAR DIAHETER;; IN LENGTH
<br />
<br />AlL OIMEN'.O>ION;; PERTAIN'NG TO THE LOCAT ON or R[,Nf"ORONG ARE: TO THE CE'HCRLINE Of" EAC-H
<br />BAR E"CEPT r'\I-<ERE THE COVER DI~'EN~, ON I~ ,"HOV';."; TO THe ,.. ,o.C.1; OF THE CONe-RET
<br />
<br />REINrORCEING MECHANICAL c.oJPLERS "RE 1'0 DC IEI_OP 12511; or THE REOJIRED 1'1[LD ;.lRENC>TH
<br />Of' THE BAR. ,o.,ND ARE TO Be APPROVCD BY THE E~<G,NCER or RECORD
<br />
<br />DE'::>IC,N COVER REO,IIREMENTS ,
<br />
<br />C-I-P CONC.RETE F'ORMED A0AINS1 EARfH
<br />O-I-P CONC.FE11:: e"POSED TO EXTCRiOR
<br />C-I-P CONC.RETE NOT E"PO~D
<br />(;,I':'OJT FILLED HA50NRY
<br />~-RE "TRE'.O>5ED CONCRErE LINTEL;'
<br />PRE OAO:;T C,R/YJT f'"ILLED LiNl El.S
<br />
<br />3"
<br />:2"
<br />I 1/2'
<br />3/4-
<br />I 1/2"
<br />I 1/2'
<br />
<br />CONCRETE :
<br />
<br />4.2 I
<br />
<br />422
<br />
<br />4.2 3.
<br />
<br />4. 2 4
<br />
<br />4. 2. ~
<br />
<br />----------- ,----- --. -. -----
<br />MOD\JL\.IS OF
<br />HIN 2e. DAY CLASSTIClTY
<br />DE;.I(;,N "'d DESI",N (E)
<br />
<br />C-I-P OCNC-RE1E
<br />
<br />2~0 F'~I
<br />
<br />3.000 ....~,
<br />
<br />C-I-P (7RO,IT
<br />
<br />:1.000 P&I 2.500 K~I
<br />--------- -------.- . ---.
<br />3.000 P&I 4.000 K&I
<br />
<br />PRE CAST OONCREl C L1Nl'EL:,
<br />
<br />PRE O:;l"ES,O:;ED OONCRETE LIN1ELO:;
<br />
<br />5.000 Psi
<br />
<br />:3.:100 K~I
<br />
<br />CONORETE SHALL OON:,I:,T Of' I' HA)o"H.)H /"';'~I'1[G"T CONCRETE MI,< ....In~ SL\.IHP OCT,-,c:CN 0"
<br />A.NO 1" AT T,HE OF PLAC-EH[NT seE SFE::'I~ICATlON" rOR AODITIONAl CRITERIA
<br />
<br />THe C;ROJT SHALL CON?':,T 0'- A rll'oE (;RO. T MI" A:;- rJE5CRiElED IN A"TM C 410 AND PROPERT1'
<br />sPCOF'ICATION5 AS DEFINED IN AC :;Jo? 1--16 2 I CR (., 2 2
<br />
<br />CON:;lR\.ICTION JOiN15 ""LL ee PERHIT-ED ONL( A1 THe LOCATlO~;:; INDIOATED ON THe PLAN:;
<br />ADDITIONAL OOl><:,TR\.ICTION JO,NTS C.R -'>L,TT:~ATION", fO THO~E SHQ('IN ~ALL RJ:OJlRE >'iRITTLN
<br />APPROVAL FROM THE ENGINEER OF' RE::..QRO
<br />
<br />HEn-C'D or 00Ne-R1::1E rORM,NV. PLACEMENT AND OoRIN(; :;,HALL OC CONOJC,lED IN ACCORDANe-E
<br />,,\ITH THE SPEOIFIOATION:, A:' :,T,o.T[D
<br />
<br />CONCRETE MASONRY :
<br />
<br />4. ;). 1 HIN. 2t> DAY
<br />OESI(;'N TT PE
<br />
<br />-I. ;) 2
<br />
<br />-I 3.3.
<br />
<br />4,3.4.
<br />
<br />4. 3 S
<br />
<br />-I 3. b
<br />
<br />LOAD ElCARINe;. CONe-RE1E MA50i\.Rr' ElLOCK
<br />
<br />I, "00 P&I
<br />
<br />II
<br />
<br />F'rn .
<br />
<br />HORTAR . A51'M C.2'0
<br />
<br />2.000 P&I
<br />
<br />S
<br />
<br />roc .
<br />--.
<br />
<br />.- ----
<br />
<br />LOAD BEARIN(; COl><cRETE HA50NRT' BLOCK SHALL OC A:,lM C"O, TYPE II NON-HOI;.i\iRE:
<br />CON 1 ROLLCD
<br />
<br />ADMI'<i\iRE5 ARE NOT TO DC ADDED TO THE HORTAR ,'\ITHQJT ......,11EN N"F'F.oVAL rRC'M THE
<br />ENGINEER Of" RECOFD
<br />
<br />n<e AUoC,RCC,A1E ~lRENGTH 0" THe 6LOCk. ,\ND HORL-\R SHALL ElC "m . 1,'lOO p<,;1 HINIr--1JM.
<br />
<br />ME1IiC'D Of" OONe-RETE MA50"RY PLAC.EMENT AND CO'61RlJC,TION SHALL Be OOl><DVC'ED IN
<br />N:.CORD,o.NCE \"11111 HE <::I"COlrICATION<j "'0:; <jTA1ED
<br />
<br />II' X'INT REINrORONG I:' SPEOIrIED, IT ~><1ALL (/.)N5'Sl or 'LADVR-TYPE" 6Y DVR.O-"'ALL OR
<br />EOVAL ....,TH A"lM Ah-ll, CLAS~ I, C,ALVANllED COATING. PLAOE AT I€>' OC. VERTICALLY, rVLLY
<br />EHOCDDEED IN HeRTAR JOINT. LAP ~. ~-'I""IN_HA,T HASO'-lRY ....ALL CORNERS AND INTERSCC TIONS
<br />PROV'DE F,A.DRIC...TEO ELL5. T'EES. OR (}E~D0 or DISCOl-iTINIO,IS "'iP-E" TP FR.OVIDE :;I' HOOK ,A.T
<br />O.!1';,'DE OF CORNER;) EMf..'\ED RJ:IWORCI~~ b" MI",~t)M INTO TIE COL\.IMNS AT CORNERS AND ENO
<br />Of" ....ALLS OONTI~ REINrORC.ING THRQV6H TIE OOl.'JMN;; I'-l"\AY rRot~ ....,.,LL ENDS
<br />
<br />STRUC,TURAL LUMBER:
<br />
<br />4.4. I.
<br />
<br />442
<br />
<br />44"
<br />
<br />-1.4.4,
<br />
<br />-1.4 "
<br />
<br />4 4 b,
<br />
<br />-I. 4. ,.
<br />
<br />---.------
<br />
<br />HA',~H DE51C>N '';ALl!(S
<br />---- '- -------------
<br />[lEND'''>:;' TEN'.O>ION '.O>HEAR
<br />,-to' (F't) I"")
<br />
<br />MODJL'J:; or
<br />ELASTIOITY (E)
<br />
<br />INTER.IOR/EXTERIOR. rRAMIN~ 2,(4,'
<br />
<br />1.5<?<? p~
<br />
<br />1)25 P~I
<br />
<br />"0 p&'
<br />
<br />1 tJoo K&I
<br />
<br />EXTERIOR rRA."1ING 2,,(4.0 AND ~.'
<br />
<br />1.20(; r:'!,~
<br />
<br />650 P&I
<br />
<br />"0 P~I
<br />
<br />11--00 K&I
<br />
<br />F'LOOR rRAM,Na, :,(() AND '0)
<br />
<br />1,3,:;'0 P':.>
<br />
<br />125 1"&1 'lO p&' 1.100 K~I
<br />-- .-------- ---- ---. ------------
<br />
<br />ALL Pl. 'r'f'<QOD \.I",(D roR. 1::....TCR'Ol~ N'PL'C"'TIO"'c .~"''''LL CONrORM TO VOLUNTAR1' PRODVC T
<br />;.TANDARD P? l-e3 ,o.NO SHALL DE A""A. /{A-ED ~"'EATHI"6 EJ<.P I.
<br />
<br />ALL PL 1'f'<QOD 'JSCD rOR INTER'OR APf'L CATION:' j......::.H AS S'JB rLOORING NiO SHEAR >"\ALL5
<br />SHALL CONrORM TO VOLUNT"'R1' FRoeJVC,T 5T!,ND.\RD P? H~3 AND SHALL BE PA RATED
<br />SHEA11-<ING E'P I OR 2
<br />
<br />4,5.
<br />
<br />fASTENERS AND TIE DOV\NS
<br />
<br />R 2'
<br />
<br />STANDARD HOOK FOR **5
<br />REINFORCING BAR
<br />
<br />-t
<br />
<br />I
<br />
<br />I
<br />
<br />20 HIN LAP SPLICE
<br />
<br />t
<br />
<br />I
<br />
<br />I
<br />
<br />4 S I
<br />
<br />rA:,TENCR:, N~D TIE DOI"iN5 SHALL CONSIST or DVT ARE NOT L1HllED TO
<br />
<br />~"fIn~'Vlm~.gVlA-'iJlHr~.o.~....~...
<br />
<br />NO.3 AND 4 LAP SPLIC.E
<br />
<br />-t
<br />
<br />I
<br />
<br />I
<br />
<br />25' HIN. LAP ~ICE
<br />
<br />t-
<br />
<br />I
<br />
<br />I
<br />
<br />SHM'!:',;, AI'lGLES, OHA."<NELS A:;n~ A~(:> r'i . ~b '-&1
<br />RQiJ1'<D HE:T,A.L P,I"E A!)lM A53. c;,RADC D r'i . 3S ....&1
<br />?OJARE MCTAL TV!31~l6 AS1H A5<;'O, C,~AD[ 0 r~ . 46'-SI
<br />HI6H O:;ll"ENGm OOL T!j A5TM 1'.325
<br />~ACHINE DC'L'S , C,ALVA.NIZED AS1'H A'01
<br />
<br />4. 5 2
<br />
<br />:,HECT MI::TAL ACCI:S5QRIE5 !':o<;ALL CONrORM TO A51M A446 OR A:;lM A520 r~. '3 '-.SI ....ITH
<br />C;'lO C;ALV,o.NIZED COATiN", IN ^c/,.-OR[;'A'iGC "'111~ ,A.~,lM A52:;
<br />
<br />rr:r~~ ~itf"1Y'<~~~~~W~'99'Y~~~~nnrrn
<br />
<br />NO.5 LAP SPLICE
<br />
<br />-f
<br />
<br />1
<br />
<br />I
<br />
<br />35' HIN LAP sPLl('E
<br />
<br />i-
<br />
<br />1
<br />
<br />I
<br />
<br />4. S 3
<br />
<br />NAILS !':o<,ALL CONSIST Or COMMO"' o"I,RJ:: NAIL? "'ITH HINi~M DIA~ET(.R A:, rOLLO,"6. bd . 0113
<br />c..; . 0.1'1', 10d . 0 14e>", :e>d . 0'b2"
<br />
<br />lL(l'I"T"'7T'rI'~~~~~~~:n?I:""7?7Trn
<br />
<br />NO.1 LAP SPLIC,E
<br />
<br />REBAR LAP AND BENDING
<br />
<br />ffi
<br />
<br />4 :; 4
<br />
<br />ALL rASTENCR" NiO TIE DCo"INS [MDCDD[D IN CO~lo:;,RLTI:: OR \.IS,CD IN ,A..N E.\(TCRIOR AF'F'l.IC,o.TION
<br />ARE: TO RECEIVE At. NiTi-CCRRO?IVC COATINC, PRIOR TO IN:;TALL"'TION
<br />
<br />NTS
<br />
<br />GENERAL NOTES
<br />~INDO~ AND DOOR BUCKS
<br />
<br />ALL E\(TE'<.IOR ....'NDO"':; ,o.ND (7I..A:,S DOOR':, ARE REOJIRED TO ElE 1E.S1[D IN "'CCORDANC[ ," n,
<br />'NiSI/AM:V:A/N,",1'1DA 101/IS2 STANDARD AND BEAR THe AMMA OR \"\OHA LABCL 'DE,'Hlf1'ING 1 He
<br />pO:RrORMANC.!: A.ND 'ESrlNG E"1'IT'r'. rBe 1101421
<br />
<br />2, ALL ....,NDO"" AND DOOR':> SHALL t.~E HOI,!NTED A5 PER HNiVFACTVRLRS I'TCOMMEND,o.TION0 TO
<br />^<:,HIEVE THE DE;.IC,N PRESSOJRE: roc 11014.4.1
<br />
<br />3 ALL "',NDC,.,:; AND DOOR:; ",HCR[ S'JCK THICKNES5 IS LE.SS THAN I 1/:1' SHALL e'E ANC."ORCl'
<br />DIf<ECTLY TO ;;lRlJC,TURAL ::..JSS1RA1E FEJC, 110144:1 (SHIM TO SOLID CONTACT BET"'E.G~ ...,',l)(',~
<br />A.....D BOCK)
<br />
<br />4 "II-<ERL: THE t....XK THIC.K"CS~ 'S GRI::,A.1ER TH,o.N I 1/2' Tl-iE f:JO.X.K r--1J"T DE ATTACHED TO THE
<br />STR'x:.TVf'!At. MEMOE.R rsc 110144:1
<br />
<br />ATTACHING 2'< EXY-K HA1ERIAL TO H,o.::ONRY 51R.iX.TVRE
<br />
<br />;;TA6GCR PATTERN "'HC'; POSSiBlE:
<br />NOT LCSS 11-<AN I' FROM SIDE
<br />
<br />
<br />--
<br />
<br />""TH,N (:>' Of' TOP
<br />
<br />4 :; 5
<br />
<br />ALL FA;.TENER;) NiD TIE DO.....N:; ARE TO PRO'/IDI:: THE UF'UfT CAPACIT1' CALLED F'OR IN THE
<br />PLNiS AS ,0. H,Nit'-t,;M
<br />
<br />o
<br />
<br />."TH'N 24" 0" ADJACENT
<br />
<br />4 5 6
<br />
<br />ALL FASTENER TIE: DO.....N:;, DEAM HANC,E.R:;, JOIST HANGER?, AND FLOOR TRUc'S Sl RAPPINe;. AOI:: TO
<br />Be INSTALL~D IN ACCOftDANC!! 1'11TI; THE PLA....S AND MA~t"ACTVftER oPCCirICATION',;
<br />
<br />--
<br />
<br />HATERIAL ~1JST DE: OF S'JrrICCNT
<br />""0TH TO E,,'[ND PAST THI::
<br />IN1CRI0R. ""NDO", LIP
<br />
<br />4. S 1
<br />
<br />COfGRETE EHBEDDED 'j' E\OL1~ U:;CD rOR lft"l-'rT ARE TO Ele hET :;I:T PRIOR TO INITIAL ~T or
<br />11-<10 CONC.RETE, :.FAClNcJo NiO ,A.LIe;NHENT ,o.RE TO DE IN ACCORDANCE: >'\ITH 11-<1:: DESI~N ~'LANS
<br />
<br />....,TH'N 24' Or- ADJACENT
<br />
<br />o
<br />
<br />MIN, 3/:6" T APeoN CMDEDDCD
<br />11/4' INTO :,lP.lX.1URAL HATERIAL
<br />
<br />4 S 8
<br />
<br />COtGFI::TE EHDEDDED TIE DC........;, '.!S,ED rOR TRUS,;) A.'<O 1'1,A.LL UPLIFT ARE TO DE PLACED ,o.PO,IND
<br />EHBEDDED REINrORCING PRIOR. TO PLACING (;,ROJT
<br />
<br />o
<br />
<br />SHE:AR or A )1'6" DIA
<br />T APOON I:; A 1 LEAST lOCo-
<br />USE TH[; CORReC T ~HOCR 10
<br />EXCEED LOAD or OF'CNING
<br />\.I'A: lS' Pc,F rOR LOAD
<br />
<br />4. 5 "
<br />
<br />ALL MNlfACT1.JPLR:; ATTACHMENT DCTAIL'.O> TO ACHICVE ....,.'010 rORc.E RESI:,TANT ~PE.RCEDC5 ALL
<br />REO,IIREMeNT;!> DETAILeD
<br />
<br />HIN 4 LOCATION:; ON SIDE;'
<br />M'''' 2 l.OCATlON~, TOP
<br />
<br />o
<br />
<br />--
<br />
<br />"'lrHIN (:>' Or'
<br />EJQTrOM
<br />
<br />5.
<br />
<br />TERMITE PROTECTION
<br />
<br />
<br />:; HULlIONS AND ADJ,o.CENT DOOR A:;:-.EME\LIES ARE REO.!IRED TO E\€ TE::,'[D OR
<br />CN~'-NE[RCD TO 1 RANsrcI':' 15 T'HC:; 11-<E DE',;Ic"NED LOADO:; TO THe Sl R\.IC TVRI::
<br />r f..'C 1101.4 5.1 THR:J 1101.4.5.4
<br />
<br />CONTRACTOR TO FIELD VERIFY ALL
<br />DIMENSIONS, LOCATIONS AND
<br />ORIENTATIONS PRIOR TO CONSTRUCTION.
<br />
<br />PLEASE NOTIfY ARCHITECTlJRAL SERVICES
<br />AND ENGINEERING OF ANY ERRORS FOUND
<br />IN THESE DR..AY'iINGS OR OF ANY DRAy.{INGS
<br />THAT ARE NOT FULLY UNDERSTOOD,
<br />
<br />IF oso DCA!~D I;' fO DE './SEO 1'< PLACe OF PL fr"ICC 17 I;' fO HAVE S,MILAR sec TION FROF'ERTlES
<br />
<br />ALL Lf.;HOCR !J'.:-.ED rOR E.XTERIOR >\PPlIO,o.TIO!'::- '....~ N CONTACT ""TH OONC.RETE 'S TO RCCEy-lt: A
<br />!;T ANDA....O C;R,o.DE F'RE55',,~ 1 RE," TIN(;
<br />
<br />PRES~vRE TRE,o.TED ;.TR\.IC1'1.1RAL L~HC,:R I) ~<C' '" ~'-C IP.A:D rOR NiY INTE.RIOR rRAMING.
<br />
<br />..';HE" PRE ENG,NEERED 'RlhSCS ,\ND .)?1',;1::, ARC C "_LCD roR. 0", THE PLAN5, THC MANUr AC i\iR[,R
<br />15 TO '::/..IDHIT SHOP DR,A.1'1IN~S TO -HE [N.;.I'.EER 0'" RCCORD
<br />
<br />5, I.
<br />
<br />(SOIL CHEMICAL BARRIER METHOD)
<br />
<br />TREATMENT:
<br />
<br />5. I. I.
<br />
<br />A PERMANENT SIC"N r'\I~IC.H IDENTIFIES THE TE.RMITE TREATMENT PROVIDER AND NCCD rOR
<br />RE-iNsPCC TION AND lREATMENT (/.)I><lRAO T RENC"""'L ~,f;ALL BE PROVIDED 11-<E SI(,N SHALL BE
<br />PO:;lED NEAR THE ~'\A1ER HEAlER OR CLCC1RI0 PNiCL FEJC, 10426
<br />
<br />5 I 2.
<br />
<br />c;.ONC'EN~A1!! AND ROOf" DO,~N ',;PO,I15 ~,HAll. DI',;CHAMC AT Lf:,o.~T 1'-0' N"V'\1' rROM EJlJILD'NC,
<br />SIDE ...."'LLS. roc. 1;.03-"4
<br />
<br />S I 3
<br />
<br />IRRIc>,o.TION/<::I"RINJ-.LER ST'!jlE.MS 1,'iGLIJD'NV ALL RI~.c:R!j NiD <::,F'RAY HE,o.D<j SHALL NOT DC
<br />INSTALLED ....m~ 1'-0' 0" THe EJIJ'LD'NC> S'DE "'ALL:; rEJC, 150344
<br />
<br />5 I 4
<br />
<br />TO PRO'';IDI:: rOR iN!:PEOTION rOR TEI'<.MlrE INf"ESTATIOl><, BET>'\[[N >"\ALL COVERING AND rlNAL
<br />EART1~ C,RADE SHALL NOT BE LC:;S THA.N 6 INe-HE;. IEJ<.CEPTION, PAINT OR DECORATIVE
<br />CEHENTIOJ? FINI~ LESS THAN Sie" THIOK ADHER.cD DIRCCTL Y TO THE FO,IND,o.TION ,'\ALU roc
<br />140316
<br />
<br />5 I :;
<br />
<br />INITIAL lREATHCNT ~ALL ElC DONE AFTE.R ALL E...;cAVATION NiD 6ACK. f"ILL IS OOHPLETE rEJC,
<br />le~ (ll I
<br />
<br />5 I 6
<br />
<br />SOIL DISi\iROCD ArTER THE INITIAL TRCATMENT SHALL DE RETRI::,o.TED INGL\.I0IN6 SPACES OO>'ED
<br />OR F'ORMeD roc. lelb 1.2
<br />
<br />:; I 1
<br />
<br />oo,\(ED ARCAS IN COI';CRETE F'LOORS rOR ~'iJD::'EO)ENT INSTALL,o.TION OF 1RAPS, CTC, SHALL E'-E
<br />~ADE "'ITH PERMANENT HETAL OR PLASTIC reRMS PERMANENT FORH!j H1hT ElE OF A <;'IZE AND
<br />DEPTH THAT 1'1ILL ELIMINATE THC DISTVF!)NGE or 00IL ,o.f'TCR THE INITIAL TR-EATHE"T roc IB'6 I '3
<br />I
<br />
<br />5. I. 8
<br />
<br />HINir--1JM (l HIL VAPOR RET,A.RDE.R HV'.O>T L'C INST-'>LLED TO PROTLCT A",AiN"T RAINFALL DILUTION If'"
<br />RAINrALL occURS OCf"ORE VAPOR RETARDER PLACEMENT, RE-TREArHENT I:; REOVIRED roc
<br />lelf> 14
<br />
<br />5 I ~
<br />
<br />CONC.FETE OVERPo.;R NiO HORT"'R ALONG THC rO,lND,o.TION PCRIMC1ER H\.I'.O>T DC RJ:1'-10'-It:D
<br />OCrORI:: EXTERIOR 5QIL TREATME.NT rEJC, IBlo I 5
<br />
<br />5 I '0
<br />
<br />SOIL TREATMENT M)ST DE ,A.PPLiED UNDER ALL EXTERIOR CONC.RETE OR ",R,A.DE >"11TH 1'-0' or THC
<br />STRx:.TVRE: SIDC....,.,LL;.. rEJC, lelbl6
<br />,
<br />
<br />:; I II
<br />
<br />AN E'<TERIOR VERTICAL OHCHICAL BARRIER ~'lJST BE IN5TALLED ArlER CONS1RJJCTION IS
<br />COMF'LETE INGL\.IDINC> LANDSCAPINC> NiD ,RRI<~ATION ANY SOJL OI:,1VRDED AFTER THE VERTICAL
<br />BARRIER I:; APPLIED, !':o<~ALL DE RETPCATCD roc. 1~161 b
<br />
<br />5 1 12
<br />
<br />ALL DJILDINo::,;. ARE REQlJIRED TO HAve PRE-OON;.TR\.ICTION TRE,o.TMENT roc le'b 11
<br />
<br />5 I 13
<br />
<br />A CERTlrlCATI:: OF COMPLIA,Ne-E M.!ST DE ISS'JED TO THE DJILDI~ DEPARTMENT OY LiCEN:;CD "'EST
<br />CON1ROL COMPANY BEFORE A CERTlrlCATI:: OF OCOJPA:-.c.y \"IILL BE 15!:'JED THE CE.RTlrICA1E or
<br />COt~PLlANCE SHALL STATE, 'THI:: D)ILDIN", HA" RECCIVl:D A OOHPLETE l'P-EATMENT rOR THC
<br />PREVENTlO", OF ~-<)6TERRA.NCAN TE.RMITCS THE lREATMENT 15 'N AC/',.-ORDANe-E o"Iln~ TH[; RULCS
<br />NiD LA1'1;; OF THE FLORIDA DEPARTMENT or A6RICUL TVRE: AND CON!O<,JMER ~RVICES' rOC 1~16 11
<br />
<br />:; 1 14
<br />
<br />AFTER ,o.LL r'IORK 1'.0> COMPLETED, LOO'O,I: f'<Q00 NiO riLL r--1JST DE FCMOVED rROM DELO,'\ AND
<br />"'ITHIN 1'--0" OF THE E:VILDING THIS INCLUDES ALL (7RADI:: ;)TAKES. n'o lRAP DO><[S, rORMS
<br />SHORINC, OR OTHER CELL\.ILOSI:: CONTAIN,N6 HATERIAL roc 2303.1.3
<br />
<br />5 I 'S
<br />
<br />NO >"<000. Vl:C>ETATION, STVI'-IP'.O> OARDOOARD. lRASH. ETO, SHALL DI:: C'>l.>RI[D "'ITH 15'-0' Of AN1'
<br />EJVILDING OR PR.QPOSCD EJlJILDING roc 2303 I 4
<br />
<br />6,
<br />
<br />INSPECTIONS: OPTIONAL REQUIREMENTS PER MUNICIPALITY
<br />
<br />6. I.
<br />
<br />FOUNDATION:
<br />
<br />6 I I A rO,lND,o. TION 5'JRVCr' SHALL t'E pE.RrORMCD AND A COP1' or THE ~<)RVeY SHALL e,E ON THE ',;11 e
<br />rOR n'E EJUILD,NC, IN0PEC TOR S \.I~-E, OR. ALL F'ROPC.RTY HA""'-ERS SHALL DE E)o.,POSCD ,o.NO A
<br />',;TRING :;TR.ETcHED rROH HA,"KER TO HARKER TO VERIFY REOVIRED !:>ErDACKS
<br />
<br />6,2.
<br />
<br />FRAMING:
<br />
<br />() 2 I
<br />
<br />ALL PLUM6ING, CLEc TI~IOAL AND HECHNiICAL R(:.>IX,H-IN'S HlJST 6E OOMP\..El E, INoPCO rCD, A"D
<br />N"F'ROVED DErORC R!:OVESTIN,J THE f"RAMINC> INS,PCC TION, roc. 10S 6
<br />
<br />1.
<br />
<br />SPECIAL FLOOD HAZARD
<br />
<br />1. I.
<br />
<br />FLOOD HAZARD:
<br />
<br />1. I. I SlRIX..TVRE IS LOCATED IN A SPECIAL FLOOD HAZARD ARr.A, AND ELEVATION CERTlrlOA1E HlJ5T
<br />Be :;.iJ6MI Tl ED TO THE DEVCLOPHENT ~-.cRVIc;.ES DI'/I',;ION E'<:rORE Rl::OVCST!NG THE f"RAHINV
<br />INS>PEC TION,
<br />
<br />(TYPICAL)
<br />
<br />
<br />:/:>" OC
<br />
<br />NAlLiNe;. PATlEF<.N 15 VERTICAL RC"'5 or 10d NAlL'.O> (2) NAILS TO A ROo"l 01>< A b'
<br />BOARD, 13) NAILS TO A RO'" ON ()' AND '0' DOARD'.O>, A.ND (4) NAILS TO A 1'0''\ ON 12'
<br />EJOA.'<.O',; r,R.:;T A"D LA:;T NA'LS or Ci\O~ RO.... ARC TO BE NO CLO~"CR TO THE
<br />EDGE THAN 1-1/2' THIS PATlE.R,"" TO BC DONE ON 00n-1 ",IDE:'
<br />
<br />2' BY VAR1'INC, ~"'DTH:;, syp <::'CI:: PLAN roR. ''\'DTH)
<br />
<br />1/2' ODX PL1'>"<OOO OR EO,IIVALENT ""DTH:; '-IARY TO EOVAL 2' ST'PO H,o.TERIAL
<br />
<br />2' 61' VARYINe;. ....,DTH:;, :;TP (~'[C PLAN rOR ....'DTH)
<br />
<br />EAGH 2 BY HEMf)[R Hl..0T BC THe n'Ll. U,W;TH or THE oP,o.1'1 o"Iln-1f.XJT ^ SPLICE
<br />PI.. Y>"<OOD H;\'T" DC ~PLICED EJVT ONL Y Ir n~c SPAN C-"C-CED5 I)'.
<br />
<br />THE
<br />
<br />DETAIL STRUCTURAL
<br />HEADERS AND 8EAMS
<br />
<br />Ebj
<br />
<br />SCALE
<br />
<br />5/4" = 1'-0"
<br />
<br />PHONE (8IB) ~48-.281.2
<br />
<br />~11~'~5P~D~'~~ INj9(MA.~~?N (ASCE 1-Cf8)
<br />
<br />
<br />
<br />2. fJVILDIN6 CATC<"ORY II
<br />I~F'ORrANCr:; rN;rOR 1.00
<br />3. r:;XF'OS'.JR-E f3
<br />4. PARTIALLY ENCLOSED
<br />(.~5'INTERNAL F'RE~S'.JRE)
<br />5 V'\ALL C.O~PONENT5 . C.LADDIN6
<br />V'\iND F'RES.VJRC~
<br />'.25.~ psr, -34.1 P'0r UNLCS,~
<br />NOTED OTH[R1"\IS,C
<br />
<br />ROBERT y.{, V'iALL, PE. 460.21
<br />
<br />f=~?-w:-.~'I-------- ------. ~
<br />
<br />__ __-..... IT 15 n.tE OPiNiON OF TIlE Er-t.;,j~itlf'.( TI1AT 'fHl
<br />~ 0(,,10N CONT-'>I"ED V'\In"N T1oC:,(' PLANS "ND
<br />~.t:GlrICATION~, ~'\AS F'l".:rG'R/"'~(D IN
<br />j ACCQRDNGE '~ITH rLORIDA EJVILD''<,s c,:'r/L
<br />I .' '. I "00' """"'I ,W'", ,= n< ""'D CO'o"
<br />I >'\,6.:; CO"DVG lED LlSIN<:;. A:,c.C 1 Q[)
<br />
<br />---- (---.----- --1,- THe 1:"6INC[R<;, SEAL PERTA,t.;, ON!.. ( TO lHC
<br />O -~rr-{T--/-- ?'-ROC.NRAL POR.rIQN. or n..::-, ~,tT Of C;[~,I':"i
<br />\)..!"I 0 2-804 ORAi"\lNVS AND I:; ONLY VALli) n:~ ,"' ""-"dW'
<br />- ~ ArTER T1-IE DAlE IT 'S '.O>I(,NCD AND ,-cALlD
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<br />
<br />AS NOTED
<br />
<br />i\f--P D [\ (
<br />
<br />Sle[T Ci'~'Cf<,roTIO~~
<br />
<br />GENERAL NOTES
<br />
<br />./
<br />
<br />81-
<br />
<br />I I
<br />I'
<br />I
<br />
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<br />
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