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".." .- __. ~. _.__ rT'~"-"'_. .-' _'r -- ,~,....""'~-f_~~ --'...... ...- ,~~ .. ._.~_._--. .~--_, ."..~_.-_~_..,~.. ._'_~"_.' _.t.JI"I_~.. .. _,__, ''''_ _~_ .... ._~.. "_.... _"__..L....~._. . __ [GENERAL NOTES I. B. SPECIFICATIONS I. I. I. 2, I. B. I. 4. CONSTRUC TION I. I I ".,[; rl.OR'D" evll.DING COC'E 1:~001 EDITIOtV -:'CCTION 'WO. I I. 2 T\-<E rLOR'DA 0J'LDI~~ CODE - CHAPTER 3~ rOR CONC."'ETE, H,A.SONR1' NiD ""<)OD Dt:SI",N CRllERIA. DESIGN I :2 I I :2 :2 niL rLORIDA ElVILDING CODE (2001 EDITIOtV oECT10N Ie>Ob. 11-<( rLOR.lD,o. evILDI~'6 COC'E - OH,o.P1ER 35 rOR CONC."-E1E, H,o.~NRY NiD f'<QOD D(51",N ORI TERI,A.. GEOMETRIC CONTROL I , I I 3, 2 [lEVATlON:; ^,~E BASED ON NATIONAL C,EODEflC VERTICAL DAi\iH Of' 1'l2" (N(;,-ID 1'l2") ALL ~""RVEr' INrOR.MATIO", PROVIDED BY CLIENT LOT LA1'O,IT, PLN:.CMCNT A!'<D ELEV,o.TIOl><~ ARe PROVIDED 6Y OTHER~ SHOP D~INGS I I 4 I I 4 2 I 4 3 THERE ~,HALL NoT Be Ni1' OEVIATI0l><5 FROH TI-<EoE DEole;.N Pt.,o.N:, BY OTHERS DVRII><6 THE PREPARATIO", 01" SHOP OR.AY'iINGS ....1n-1C\JT >^RIT1EN ,o.~VAL "ROM THE ENGINCER Of" RCCORD ALL o"OP DRA....iNG:; APE TO BE !:<)6MITlED TO THE ENGINEER OF RECORD PRIOR TO THE OOMHCNe-CMEI><T Of" OOl><~lRlJC,TION ALL ~oor AND rLOOR TR\.IS,S s,HOP C.RA....,NGS ^,-E TO DE SIe;.NED AND c:.EALED AND ~ALL I~-C L\.IDE : DRA1'1'N6" ,o.Nt) O,A.LC\.IL,o.TIONS, RI::AC TION" NiO OCARIN6 POINT;;, DR^CIN~ RCt?VIPEHCN1:,. liFTING LOCATIOl><:;, N'iD OOl><NECTIONS TO !O<,JPPORTIN6 lRIJSS MEMBERS 2. DESIGN LOADS 2, I. 2.2. 2,3. 2,4. 2.5, 2.6. 2, -1. 2,8, DEAD LOADS :1 I. I. .2 I :2 2 , 2 4 2 I 5 ~ (l 2 1 ~ e> ;;: I ~ :: I 10 ;2 I II :2 I 12 I)NIT ....EIa,HT Of" SO'L, OOHPACTEO , \.INIT '^'E'(;,HT or REINrOROED OONe-RE1E \.IN I T "'E'C,HT Of" e>" C H U BLOCK 'ST rLOOR SUPt:.RIMF'OSCD LOAD, \.INIT .-;c1C,HT Of" 2~4 ........LLS ')NIT "'E'(;,iH Of" 2,b ....,.,LL:; 2ND rLOOR S,CU" hElC,HT 2ND rLOOR SUPERIMPOSED LOAD, "'.00r' CX:U. hElC,HT Roor S'JPERiMPO'.O>ED LOAD, rLOOR 1 RU:;:; TOP CHORD HINIMVH BOTTOM OHORD HINir--1JM Roor TR\.I'.O>S TOP CHORD HINIMVM EJOTTOM CHORD HINIr--1JM 120 PCF 150 Pc'" 55 P'SF 20 P?'" t> PLF' 12 PL'" I) P?f' 20 P?I" 20 P'O>I' 20 P?I' 25 P?F' 5 ",".;;>I"' '5 P'Y' 10 p<"J LIVE LOADS: 3 I ~'D["'ALK ,A.ND DRI'-IE"'AY LOAD. C;ARAC,E LOAD',; CORRIDCR',; NiO OATHROOM? ' PA.'UITIONED ROOM;;' DAlCONY ,A.NO DEOKS ' "TAIRYV\Y~ AI-.", LANDINC,S FOOl" , rLOOR lRlJ;;,~ TOP CHORO MIN'r--1JM . ElOTTOH O'OR[) MINIMVM Roor TRU'.O>:, TOP CHORO HINIr--1JM OOTTOM OHQRD MINIMVM ' 200 P".;;>I"' 5OP:.F eo p<;,F 40 P-S>I' 100 P:.F 100 P:.F 20 p?1' 40 p?1' ~P:.F 20 P-S>F 10P~ 2 2 I 2 ~ 2 :; :; J 224 :2 2 5 :;: 2 b :;: 2 1 2 2 ~ 22" RAILING LOADS: 2 J I 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 LOAD Of" 200 PO,INOS AFPLIEO ,o.T ,o.NY POINT NiO IN ANY DIF-EOTION ~IND LOADS 2 4 I 2. 4. 2 ""ND DESIC>,N TO Be COND'X1ED IN ,o.CCORDANCE r-IITH THE F'LORIOA ElV'LDlf'6 CODE (2001) EDITION) SEOTION 1606 AND OOl><OJC,TEO BASED 0"' ASCE 1-"1). IPLIFT VAlI.!E5 ARE SHO('IN ON THE DESl6N DRAY'IIN(;S. THERMAL FORCES I 2 5 I 252 :-.cA50NAL VARIATION F'OR DE',;IC,N AI><D c.oN:;lRlJC, TION , MEDIAN TEMF'ERATVRE 10 F TEMPERAT1jRE RI~t , 25 F TEMPERATVRE FALL, J5 F HCDI,o.N F-EL,o.TIVE f-'..iMIDITY 15~ CREEP AND SHRINKAGE 2 b I ALL L0$5E:, IN ACCORO,o.NCE ""TH ACI 31t>-~5 SEISMIC LOADS : 2 '. I ~ISHIC PER.FORM,o.NCE CA11:60R1' ',0.' DEFLEC. TIONS : :: e I rl.OOR lRUSU:S SHAL liMIT DErlECTION TO L/~OO TIMES THE :.FNi rOR LIVE LOAD? NiD L/240 T,MES THE s,P,o.N FOR TOTAL LOAD DESIGN METHOD 3. I. LOAD FACTOR DESIGN TI-<E LOAD r AC TCoR DE'.O>IC,N METHOD ....,.,;;. \.I~D TO DE51(;'N , CAST-IN-PL~!! OONe-RETE ",LA8~ NiD rOOTIN>:;'S SERVICE LOAD DESIGN 3.2. I H.c C>CRVIG~ LOAD Df',;IC>N HETHOD ....,.,',; ~D TO DE:;Ia,N H,A.0ONRY ........LLS ,0..'010 liNTEL:' INTERIOR. NiD eX1ERIOR ""<)00 FRAMING NiO SHEAn-1ING STAIR;; AND rLOOR FRAMING "001" rR,o.HINc,. ~EATHINe;. ,o.ND UP LiF'T -- ~ 11. U') o N N -r o o N C ( . (} B.2. GENERAL NOTES CONTINUED l GENERAL NOTES ~ 9,9. 3,4. CONTINUED LOAD FACTORS AND COMBINATIONS: 3 3.1 3 3,2, J 3. 3 THE F'OLLO''\'NG LOAD COM6INATI0"',; ..-.e:1~E DE',;IC,...CD "'OR. TOTAL DL . F'LOOR. LL . ROOF LL TOTAL DL . rLOOR LL . ,'\l TOTAL 6 DL . "'L IN THE CASE OF ""NO LOAO',;, AN ALlC''\,~BLE Ov'[R ',;T"!ES:, OF 125~ OA.N BE CONS'Dt:RCD ALL ROOI" ,o.ND "'l.OOR lR~;;.C~ ~oHALL ~E DC:,I(,"I:D TO RE:;I',;T THE r'\QRST LOAD COHe,"ATlON RESUL TINe; IN 1I-<E H,o.....,MVM :,lRES~E;. PLA.C.ED ON THA T COMPONENT ~'OrH PART! AL. r\.lLL, AND ALTERNATI~'6 SPAN LOAOING ARE TO BE CONSIDE.RED DESIGN ASSUMPTIONS: 3.4. I 3,4,2, F'O,INDATION;. ARE DESIC,NCD 6A:,ED ON A PRO:SUMPT,/E ElEARINC> CAPACITY or 2000 PSI' ON I~NDI',;TVROCD <::.,pIL OR ROCK. IT 15 THE I"E',;PONS'B'I..,r'( or TI-<e CONTRACTOR TO VERlry THE SO'L ON"^<:,ITY ,o.I><D REOViREMENT IN liEU OF,A. i<EC,I;,TER[D 0E01EOHINIOAL REPORT. ALL COL\.IHN ,o.NO ....,A.LL F'OJNDATION~ ,<SE CeN1CRED uND(R THe COlUMN~ AND \"IALL~ UNlE'::>~ !:oHC('IN OTHERY'lISE NOTED IN 11-<E DESI6N PLA';. 4, MATERIALS 4. I. 4.2. 4,9. 4.4, REINFORCING STEEL I 4 1 I 4. I. 2. 4. I. 3, 4 I 4 4.1 5 REINrORCEI~ ;.TCr;-L ~HALL DE ,0.;)11'-1 AQI5 t3>RADE 40 F'~ . 40 K~I REINrORC.EI~'6 LAP SPUOES ~ALL BE A Mlt"MVH or 40 BAR DIAHETER;; IN LENGTH AlL OIMEN'.O>ION;; PERTAIN'NG TO THE LOCAT ON or R[,Nf"ORONG ARE: TO THE CE'HCRLINE Of" EAC-H BAR E"CEPT r'\I-<ERE THE COVER DI~'EN~, ON I~ ,"HOV';."; TO THe ,.. ,o.C.1; OF THE CONe-RET REINrORCEING MECHANICAL c.oJPLERS "RE 1'0 DC IEI_OP 12511; or THE REOJIRED 1'1[LD ;.lRENC>TH Of' THE BAR. ,o.,ND ARE TO Be APPROVCD BY THE E~<G,NCER or RECORD DE'::>IC,N COVER REO,IIREMENTS , C-I-P CONC.RETE F'ORMED A0AINS1 EARfH O-I-P CONC.FE11:: e"POSED TO EXTCRiOR C-I-P CONC.RETE NOT E"PO~D (;,I':'OJT FILLED HA50NRY ~-RE "TRE'.O>5ED CONCRErE LINTEL;' PRE OAO:;T C,R/YJT f'"ILLED LiNl El.S 3" :2" I 1/2' 3/4- I 1/2" I 1/2' CONCRETE : 4.2 I 422 4.2 3. 4. 2 4 4. 2. ~ ----------- ,----- --. -. ----- MOD\JL\.IS OF HIN 2e. DAY CLASSTIClTY DE;.I(;,N "'d DESI",N (E) C-I-P OCNC-RE1E 2~0 F'~I 3.000 ....~, C-I-P (7RO,IT :1.000 P&I 2.500 K~I --------- -------.- . ---. 3.000 P&I 4.000 K&I PRE CAST OONCREl C L1Nl'EL:, PRE O:;l"ES,O:;ED OONCRETE LIN1ELO:; 5.000 Psi :3.:100 K~I CONORETE SHALL OON:,I:,T Of' I' HA)o"H.)H /"';'~I'1[G"T CONCRETE MI,< ....In~ SL\.IHP OCT,-,c:CN 0" A.NO 1" AT T,HE OF PLAC-EH[NT seE SFE::'I~ICATlON" rOR AODITIONAl CRITERIA THe C;ROJT SHALL CON?':,T 0'- A rll'oE (;RO. T MI" A:;- rJE5CRiElED IN A"TM C 410 AND PROPERT1' sPCOF'ICATION5 AS DEFINED IN AC :;Jo? 1--16 2 I CR (., 2 2 CON:;lR\.ICTION JOiN15 ""LL ee PERHIT-ED ONL( A1 THe LOCATlO~;:; INDIOATED ON THe PLAN:; ADDITIONAL OOl><:,TR\.ICTION JO,NTS C.R -'>L,TT:~ATION", fO THO~E SHQ('IN ~ALL RJ:OJlRE >'iRITTLN APPROVAL FROM THE ENGINEER OF' RE::..QRO HEn-C'D or 00Ne-R1::1E rORM,NV. PLACEMENT AND OoRIN(; :;,HALL OC CONOJC,lED IN ACCORDANe-E ,,\ITH THE SPEOIFIOATION:, A:' :,T,o.T[D CONCRETE MASONRY : 4. ;). 1 HIN. 2t> DAY OESI(;'N TT PE -I. ;) 2 -I 3.3. 4,3.4. 4. 3 S -I 3. b LOAD ElCARINe;. CONe-RE1E MA50i\.Rr' ElLOCK I, "00 P&I II F'rn . HORTAR . A51'M C.2'0 2.000 P&I S roc . --. .- ---- LOAD BEARIN(; COl><cRETE HA50NRT' BLOCK SHALL OC A:,lM C"O, TYPE II NON-HOI;.i\iRE: CON 1 ROLLCD ADMI'<i\iRE5 ARE NOT TO DC ADDED TO THE HORTAR ,'\ITHQJT ......,11EN N"F'F.oVAL rRC'M THE ENGINEER Of" RECOFD n<e AUoC,RCC,A1E ~lRENGTH 0" THe 6LOCk. ,\ND HORL-\R SHALL ElC "m . 1,'lOO p<,;1 HINIr--1JM. ME1IiC'D Of" OONe-RETE MA50"RY PLAC.EMENT AND CO'61RlJC,TION SHALL Be OOl><DVC'ED IN N:.CORD,o.NCE \"11111 HE <::I"COlrICATION<j "'0:; <jTA1ED II' X'INT REINrORONG I:' SPEOIrIED, IT ~><1ALL (/.)N5'Sl or 'LADVR-TYPE" 6Y DVR.O-"'ALL OR EOVAL ....,TH A"lM Ah-ll, CLAS~ I, C,ALVANllED COATING. PLAOE AT I€>' OC. VERTICALLY, rVLLY EHOCDDEED IN HeRTAR JOINT. LAP ~. ~-'I""IN_HA,T HASO'-lRY ....ALL CORNERS AND INTERSCC TIONS 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 O.!1';,'DE OF CORNER;) EMf..'\ED RJ:IWORCI~~ b" MI",~t)M INTO TIE COL\.IMNS AT CORNERS AND ENO Of" ....ALLS OONTI~ REINrORC.ING THRQV6H TIE OOl.'JMN;; I'-l"\AY rRot~ ....,.,LL ENDS STRUC,TURAL LUMBER: 4.4. I. 442 44" -1.4.4, -1.4 " 4 4 b, -I. 4. ,. ---.------ HA',~H DE51C>N '';ALl!(S ---- '- ------------- [lEND'''>:;' TEN'.O>ION '.O>HEAR ,-to' (F't) I"") MODJL'J:; or ELASTIOITY (E) INTER.IOR/EXTERIOR. rRAMIN~ 2,(4,' 1.5<?<? p~ 1)25 P~I "0 p&' 1 tJoo K&I EXTERIOR rRA."1ING 2,,(4.0 AND ~.' 1.20(; r:'!,~ 650 P&I "0 P~I 11--00 K&I F'LOOR rRAM,Na, :,(() AND '0) 1,3,:;'0 P':.> 125 1"&1 'lO p&' 1.100 K~I -- .-------- ---- ---. ------------ ALL Pl. 'r'f'<QOD \.I",(D roR. 1::....TCR'Ol~ N'PL'C"'TIO"'c .~"''''LL CONrORM TO VOLUNTAR1' PRODVC T ;.TANDARD P? l-e3 ,o.NO SHALL DE A""A. /{A-ED ~"'EATHI"6 EJ<.P I. ALL PL 1'f'<QOD 'JSCD rOR INTER'OR APf'L CATION:' j......::.H AS S'JB rLOORING NiO SHEAR >"\ALL5 SHALL CONrORM TO VOLUNT"'R1' FRoeJVC,T 5T!,ND.\RD P? H~3 AND SHALL BE PA RATED SHEA11-<ING E'P I OR 2 4,5. fASTENERS AND TIE DOV\NS R 2' STANDARD HOOK FOR **5 REINFORCING BAR -t I I 20 HIN LAP SPLICE t I I 4 S I rA:,TENCR:, N~D TIE DOI"iN5 SHALL CONSIST or DVT ARE NOT L1HllED TO ~"fIn~'Vlm~.gVlA-'iJlHr~.o.~....~... NO.3 AND 4 LAP SPLIC.E -t I I 25' HIN. LAP ~ICE t- I I SHM'!:',;, AI'lGLES, OHA."<NELS A:;n~ A~(:> r'i . ~b '-&1 RQiJ1'<D HE:T,A.L P,I"E A!)lM A53. c;,RADC D r'i . 3S ....&1 ?OJARE MCTAL TV!31~l6 AS1H A5<;'O, C,~AD[ 0 r~ . 46'-SI HI6H O:;ll"ENGm OOL T!j A5TM 1'.325 ~ACHINE DC'L'S , C,ALVA.NIZED AS1'H A'01 4. 5 2 :,HECT MI::TAL ACCI:S5QRIE5 !':o<;ALL CONrORM TO A51M A446 OR A:;lM A520 r~. '3 '-.SI ....ITH C;'lO C;ALV,o.NIZED COATiN", IN ^c/,.-OR[;'A'iGC "'111~ ,A.~,lM A52:; rr:r~~ ~itf"1Y'<~~~~~W~'99'Y~~~~nnrrn NO.5 LAP SPLICE -f 1 I 35' HIN LAP sPLl('E i- 1 I 4. S 3 NAILS !':o<,ALL CONSIST Or COMMO"' o"I,RJ:: NAIL? "'ITH HINi~M DIA~ET(.R A:, rOLLO,"6. bd . 0113 c..; . 0.1'1', 10d . 0 14e>", :e>d . 0'b2" lL(l'I"T"'7T'rI'~~~~~~~:n?I:""7?7Trn NO.1 LAP SPLIC,E REBAR LAP AND BENDING ffi 4 :; 4 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 ARE: TO RECEIVE At. NiTi-CCRRO?IVC COATINC, PRIOR TO IN:;TALL"'TION NTS GENERAL NOTES ~INDO~ AND DOOR BUCKS ALL E\(TE'<.IOR ....'NDO"':; ,o.ND (7I..A:,S DOOR':, ARE REOJIRED TO ElE 1E.S1[D IN "'CCORDANC[ ," n, 'NiSI/AM:V:A/N,",1'1DA 101/IS2 STANDARD AND BEAR THe AMMA OR \"\OHA LABCL 'DE,'Hlf1'ING 1 He pO:RrORMANC.!: A.ND 'ESrlNG E"1'IT'r'. rBe 1101421 2, ALL ....,NDO"" AND DOOR':> SHALL t.~E HOI,!NTED A5 PER HNiVFACTVRLRS I'TCOMMEND,o.TION0 TO ^<:,HIEVE THE DE;.IC,N PRESSOJRE: roc 11014.4.1 3 ALL "',NDC,.,:; AND DOOR:; ",HCR[ S'JCK THICKNES5 IS LE.SS THAN I 1/:1' SHALL e'E ANC."ORCl' DIf<ECTLY TO ;;lRlJC,TURAL ::..JSS1RA1E FEJC, 110144:1 (SHIM TO SOLID CONTACT BET"'E.G~ ...,',l)(',~ A.....D BOCK) 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 STR'x:.TVf'!At. MEMOE.R rsc 110144:1 ATTACHING 2'< EXY-K HA1ERIAL TO H,o.::ONRY 51R.iX.TVRE ;;TA6GCR PATTERN "'HC'; POSSiBlE: NOT LCSS 11-<AN I' FROM SIDE -- ""TH,N (:>' Of' TOP 4 :; 5 ALL FA;.TENER;) NiD TIE DO.....N:; ARE TO PRO'/IDI:: THE UF'UfT CAPACIT1' CALLED F'OR IN THE PLNiS AS ,0. H,Nit'-t,;M o ."TH'N 24" 0" ADJACENT 4 5 6 ALL FASTENER TIE: DO.....N:;, DEAM HANC,E.R:;, JOIST HANGER?, AND FLOOR TRUc'S Sl RAPPINe;. AOI:: TO Be INSTALL~D IN ACCOftDANC!! 1'11TI; THE PLA....S AND MA~t"ACTVftER oPCCirICATION',; -- HATERIAL ~1JST DE: OF S'JrrICCNT ""0TH TO E,,'[ND PAST THI:: IN1CRI0R. ""NDO", LIP 4. S 1 COfGRETE EHBEDDED 'j' E\OL1~ U:;CD rOR lft"l-'rT ARE TO Ele hET :;I:T PRIOR TO INITIAL ~T or 11-<10 CONC.RETE, :.FAClNcJo NiO ,A.LIe;NHENT ,o.RE TO DE IN ACCORDANCE: >'\ITH 11-<1:: DESI~N ~'LANS ....,TH'N 24' Or- ADJACENT o MIN, 3/:6" T APeoN CMDEDDCD 11/4' INTO :,lP.lX.1URAL HATERIAL 4 S 8 COtGFI::TE EHDEDDED TIE DC........;, '.!S,ED rOR TRUS,;) A.'<O 1'1,A.LL UPLIFT ARE TO DE PLACED ,o.PO,IND EHBEDDED REINrORCING PRIOR. TO PLACING (;,ROJT o SHE:AR or A )1'6" DIA T APOON I:; A 1 LEAST lOCo- USE TH[; CORReC T ~HOCR 10 EXCEED LOAD or OF'CNING \.I'A: lS' Pc,F rOR LOAD 4. 5 " ALL MNlfACT1.JPLR:; ATTACHMENT DCTAIL'.O> TO ACHICVE ....,.'010 rORc.E RESI:,TANT ~PE.RCEDC5 ALL REO,IIREMeNT;!> DETAILeD HIN 4 LOCATION:; ON SIDE;' M'''' 2 l.OCATlON~, TOP o -- "'lrHIN (:>' Or' EJQTrOM 5. TERMITE PROTECTION :; HULlIONS AND ADJ,o.CENT DOOR A:;:-.EME\LIES ARE REO.!IRED TO E\€ TE::,'[D OR CN~'-NE[RCD TO 1 RANsrcI':' 15 T'HC:; 11-<E DE',;Ic"NED LOADO:; TO THe Sl R\.IC TVRI:: r f..'C 1101.4 5.1 THR:J 1101.4.5.4 CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, LOCATIONS AND ORIENTATIONS PRIOR TO CONSTRUCTION. PLEASE NOTIfY ARCHITECTlJRAL SERVICES AND ENGINEERING OF ANY ERRORS FOUND IN THESE DR..AY'iINGS OR OF ANY DRAy.{INGS THAT ARE NOT FULLY UNDERSTOOD, IF oso DCA!~D I;' fO DE './SEO 1'< PLACe OF PL fr"ICC 17 I;' fO HAVE S,MILAR sec TION FROF'ERTlES ALL Lf.;HOCR !J'.:-.ED rOR E.XTERIOR >\PPlIO,o.TIO!'::- '....~ N CONTACT ""TH OONC.RETE 'S TO RCCEy-lt: A !;T ANDA....O C;R,o.DE F'RE55',,~ 1 RE," TIN(; PRES~vRE TRE,o.TED ;.TR\.IC1'1.1RAL L~HC,:R I) ~<C' '" ~'-C IP.A:D rOR NiY INTE.RIOR rRAMING. ..';HE" PRE ENG,NEERED 'RlhSCS ,\ND .)?1',;1::, ARC C "_LCD roR. 0", THE PLAN5, THC MANUr AC i\iR[,R 15 TO '::/..IDHIT SHOP DR,A.1'1IN~S TO -HE [N.;.I'.EER 0'" RCCORD 5, I. (SOIL CHEMICAL BARRIER METHOD) TREATMENT: 5. I. I. A PERMANENT SIC"N r'\I~IC.H IDENTIFIES THE TE.RMITE TREATMENT PROVIDER AND NCCD rOR RE-iNsPCC TION AND lREATMENT (/.)I><lRAO T RENC"""'L ~,f;ALL BE PROVIDED 11-<E SI(,N SHALL BE PO:;lED NEAR THE ~'\A1ER HEAlER OR CLCC1RI0 PNiCL FEJC, 10426 5 I 2. 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, SIDE ...."'LLS. roc. 1;.03-"4 S I 3 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 INSTALLED ....m~ 1'-0' 0" THe EJIJ'LD'NC> S'DE "'ALL:; rEJC, 150344 5 I 4 TO PRO'';IDI:: rOR iN!:PEOTION rOR TEI'<.MlrE INf"ESTATIOl><, BET>'\[[N >"\ALL COVERING AND rlNAL EART1~ C,RADE SHALL NOT BE LC:;S THA.N 6 INe-HE;. IEJ<.CEPTION, PAINT OR DECORATIVE CEHENTIOJ? FINI~ LESS THAN Sie" THIOK ADHER.cD DIRCCTL Y TO THE FO,IND,o.TION ,'\ALU roc 140316 5 I :; INITIAL lREATHCNT ~ALL ElC DONE AFTE.R ALL E...;cAVATION NiD 6ACK. f"ILL IS OOHPLETE rEJC, le~ (ll I 5 I 6 SOIL DISi\iROCD ArTER THE INITIAL TRCATMENT SHALL DE RETRI::,o.TED INGL\.I0IN6 SPACES OO>'ED OR F'ORMeD roc. lelb 1.2 :; I 1 oo,\(ED ARCAS IN COI';CRETE F'LOORS rOR ~'iJD::'EO)ENT INSTALL,o.TION OF 1RAPS, CTC, SHALL E'-E ~ADE "'ITH PERMANENT HETAL OR PLASTIC reRMS PERMANENT FORH!j H1hT ElE OF A <;'IZE AND DEPTH THAT 1'1ILL ELIMINATE THC DISTVF!)NGE or 00IL ,o.f'TCR THE INITIAL TR-EATHE"T roc IB'6 I '3 I 5. I. 8 HINir--1JM (l HIL VAPOR RET,A.RDE.R HV'.O>T L'C INST-'>LLED TO PROTLCT A",AiN"T RAINFALL DILUTION If'" RAINrALL occURS OCf"ORE VAPOR RETARDER PLACEMENT, RE-TREArHENT I:; REOVIRED roc lelf> 14 5 I ~ CONC.FETE OVERPo.;R NiO HORT"'R ALONG THC rO,lND,o.TION PCRIMC1ER H\.I'.O>T DC RJ:1'-10'-It:D OCrORI:: EXTERIOR 5QIL TREATME.NT rEJC, IBlo I 5 5 I '0 SOIL TREATMENT M)ST DE ,A.PPLiED UNDER ALL EXTERIOR CONC.RETE OR ",R,A.DE >"11TH 1'-0' or THC STRx:.TVRE: SIDC....,.,LL;.. rEJC, lelbl6 , :; I II AN E'<TERIOR VERTICAL OHCHICAL BARRIER ~'lJST BE IN5TALLED ArlER CONS1RJJCTION IS COMF'LETE INGL\.IDINC> LANDSCAPINC> NiD ,RRI<~ATION ANY SOJL OI:,1VRDED AFTER THE VERTICAL BARRIER I:; APPLIED, !':o<~ALL DE RETPCATCD roc. 1~161 b 5 1 12 ALL DJILDINo::,;. ARE REQlJIRED TO HAve PRE-OON;.TR\.ICTION TRE,o.TMENT roc le'b 11 5 I 13 A CERTlrlCATI:: OF COMPLIA,Ne-E M.!ST DE ISS'JED TO THE DJILDI~ DEPARTMENT OY LiCEN:;CD "'EST CON1ROL COMPANY BEFORE A CERTlrlCATI:: OF OCOJPA:-.c.y \"IILL BE 15!:'JED THE CE.RTlrICA1E or COt~PLlANCE SHALL STATE, 'THI:: D)ILDIN", HA" RECCIVl:D A OOHPLETE l'P-EATMENT rOR THC PREVENTlO", OF ~-<)6TERRA.NCAN TE.RMITCS THE lREATMENT 15 'N AC/',.-ORDANe-E o"Iln~ TH[; RULCS NiD LA1'1;; OF THE FLORIDA DEPARTMENT or A6RICUL TVRE: AND CON!O<,JMER ~RVICES' rOC 1~16 11 :; 1 14 AFTER ,o.LL r'IORK 1'.0> COMPLETED, LOO'O,I: f'<Q00 NiO riLL r--1JST DE FCMOVED rROM DELO,'\ AND "'ITHIN 1'--0" OF THE E:VILDING THIS INCLUDES ALL (7RADI:: ;)TAKES. n'o lRAP DO><[S, rORMS SHORINC, OR OTHER CELL\.ILOSI:: CONTAIN,N6 HATERIAL roc 2303.1.3 5 I 'S NO >"<000. Vl:C>ETATION, STVI'-IP'.O> OARDOOARD. lRASH. ETO, SHALL DI:: C'>l.>RI[D "'ITH 15'-0' Of AN1' EJVILDING OR PR.QPOSCD EJlJILDING roc 2303 I 4 6, INSPECTIONS: OPTIONAL REQUIREMENTS PER MUNICIPALITY 6. I. FOUNDATION: 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 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 ',;TRING :;TR.ETcHED rROH HA,"KER TO HARKER TO VERIFY REOVIRED !:>ErDACKS 6,2. FRAMING: () 2 I ALL PLUM6ING, CLEc TI~IOAL AND HECHNiICAL R(:.>IX,H-IN'S HlJST 6E OOMP\..El E, INoPCO rCD, A"D N"F'ROVED DErORC R!:OVESTIN,J THE f"RAMINC> INS,PCC TION, roc. 10S 6 1. SPECIAL FLOOD HAZARD 1. I. FLOOD HAZARD: 1. I. I SlRIX..TVRE IS LOCATED IN A SPECIAL FLOOD HAZARD ARr.A, AND ELEVATION CERTlrlOA1E HlJ5T Be :;.iJ6MI Tl ED TO THE DEVCLOPHENT ~-.cRVIc;.ES DI'/I',;ION E'<:rORE Rl::OVCST!NG THE f"RAHINV INS>PEC TION, (TYPICAL) :/:>" OC NAlLiNe;. PATlEF<.N 15 VERTICAL RC"'5 or 10d NAlL'.O> (2) NAILS TO A ROo"l 01>< A b' BOARD, 13) NAILS TO A RO'" ON ()' AND '0' DOARD'.O>, A.ND (4) NAILS TO A 1'0''\ ON 12' EJOA.'<.O',; r,R.:;T A"D LA:;T NA'LS or Ci\O~ RO.... ARC TO BE NO CLO~"CR TO THE EDGE THAN 1-1/2' THIS PATlE.R,"" TO BC DONE ON 00n-1 ",IDE:' 2' BY VAR1'INC, ~"'DTH:;, syp <::'CI:: PLAN roR. ''\'DTH) 1/2' ODX PL1'>"<OOO OR EO,IIVALENT ""DTH:; '-IARY TO EOVAL 2' ST'PO H,o.TERIAL 2' 61' VARYINe;. ....,DTH:;, :;TP (~'[C PLAN rOR ....'DTH) 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 PI.. Y>"<OOD H;\'T" DC ~PLICED EJVT ONL Y Ir n~c SPAN C-"C-CED5 I)'. THE DETAIL STRUCTURAL HEADERS AND 8EAMS Ebj SCALE 5/4" = 1'-0" PHONE (8IB) ~48-.281.2 ~11~'~5P~D~'~~ INj9(MA.~~?N (ASCE 1-Cf8) 2. fJVILDIN6 CATC<"ORY II I~F'ORrANCr:; rN;rOR 1.00 3. r:;XF'OS'.JR-E f3 4. PARTIALLY ENCLOSED (.~5'INTERNAL F'RE~S'.JRE) 5 V'\ALL C.O~PONENT5 . C.LADDIN6 V'\iND F'RES.VJRC~ '.25.~ psr, -34.1 P'0r UNLCS,~ NOTED OTH[R1"\IS,C ROBERT y.{, V'iALL, PE. 460.21 f=~?-w:-.~'I-------- ------. ~ __ __-..... IT 15 n.tE OPiNiON OF TIlE Er-t.;,j~itlf'.( TI1AT 'fHl ~ 0(,,10N CONT-'>I"ED V'\In"N T1oC:,(' PLANS "ND ~.t:GlrICATION~, ~'\AS F'l".:rG'R/"'~(D IN j ACCQRDNGE '~ITH rLORIDA EJVILD''<,s c,:'r/L I .' '. I "00' """"'I ,W'", ,= n< ""'D CO'o" I >'\,6.:; CO"DVG lED LlSIN<:;. A:,c.C 1 Q[) ---- (---.----- --1,- THe 1:"6INC[R<;, SEAL PERTA,t.;, ON!.. ( TO lHC O -~rr-{T--/-- ?'-ROC.NRAL POR.rIQN. or n..::-, ~,tT Of C;[~,I':"i \)..!"I 0 2-804 ORAi"\lNVS AND I:; ONLY VALli) n:~ ,"' ""-"dW' - ~ ArTER T1-IE DAlE IT 'S '.O>I(,NCD AND ,-cALlD - .. f~ ~ / 1,-11, iN7 t/ '~~~, , ~\// I(Jf ~! ~~'t.~c l . <~J\~U ~ ... Ii i ,/' ~r~, ,'~f ,:tw<-." " .1t!-",,~" ~ ...... , r~~' ~J;~ \."", I \ ': 1 t' t , " ....\, J \,'. I '~'.-~"'/ ...... . ,...... i\ 'I ~ ,~ ~ ~ t' / 'V~I( ...... /~ .~: ~. " . r ,j, ,ji I , '" "" ' I' '; ~ . ' \) z \l) Z OC LLI ill Z \l) Z lLl D Z <{ \f) LLI \) > it LLI \f) -J <{ it :J ~ \) LLI ~ ~[ \) it <{ IH (f) 0) <{ D li () _J IL N 1- :::J _J ~ ~ ~ ~ <{ 1- U) () t- ...t r. \\) () N I \) ,t \) , '", (0 d) "r I, () ,) 11111/ \II II , I ..) .. I I ) Ii) \, ) It' ~ (,):; ,') It' .' / 1I ,I) it' \1\,' 1,1 III ~) :1: I) \!) (,) or .' IJ I" It' ',11 llll I) \1 I) 1 } '. . 'It' "I I III 1;1 ,11 \) It' (I I 'II .1 :(1 I It', 11'11'1 If') I II 1" IY ./ I I' ,) I) it' ,I' II \) I I II I I' I) ( I \ I I~' I It' 1 < I I ) I I) III II I,ll 1I1I1 (, I) , " \11 ( , I ,,' " 1.1 I) '\111 III L II I) \) ,I I 1,1 1 II I, / I ' I'll " ) I, II ,() ,I) jt' 'I' ,11 ~l} (I ~' (I .. ~) II) -f \ \!I II I, ) It' \) It' 1 It' III II IJ lilll Y ,t' (I < ~: '11 II' It 1< (, II III (111111)1 II 1 III 1./ l.IIII J I I / I I ~ 11- r. d) \,\) 1- m {'~ d) N I d) '1'1 \1- I I " (1) d) '-" , <{ ~ <{ 1- DI\T[ 5<'-""_[ [;R.\AN OJ" F'f.<.~)..;L:(. 1 AS NOTED i\f--P D [\ ( Sle[T Ci'~'Cf<,roTIO~~ GENERAL NOTES ./ 81- I I I' I '- Roor C-RIC-'..Er MI" 3 12 ~--lOPt: IREO,i'R(D AT ALL LEVEL ........", '(ALLEr' LOGATiON~) " - " ~~t:."-- . "_4 ._ -\~ t '1 ctto 'tt:'l t "'l) ~ :t I: Or-"'I'i (,It rl Ol'~t >\<.. E., ''1,\:,~ t~ V1t<Ctl- (<.oO( ~Itl& (v'" rCi% f2. [i./.- .ovr;tJ A~ ,~ ,.r trV r:lr'& ~ ,..r {~ Ol-o'll',.,~ a ~ ~<I ^I It'\ (IY r.v (I (lfZ'j (o~ ~ Of-I~ t't''l t FLASHING INSULATION fJi) NT5 ~I~ If (I tf't:~( ri!~.;e I t,~t,\ ~IC'~~I) ~"'I"t t'IL t() "I~ ~ALL fiNISH @ NT5 (), 6, 'i r- \'I:~ 1('1i l.... tt:." 0!j:~ ~ I -----~-~--_._---._-- I ~'ROO\X. T ~ Ot'I~ r-~t r"IR[HAL T 2000 FIREHAL T 200 AR LANDMARK 30 LANDMARK 30 AR LANDMAF..K. 40 LANDMARK 40 AR CORNER DETAIL @ NT5 ., FLASHING INSTALLATION Y'iHERE ROOf MEETS VER.TICAL V'tAJ...L A?PHAL T 6A~~O ~.e:ALENT APPL'ED DEHINO FLA~HI~v AND EX TENDED A MINI~tJt-1 or- 6' ADO'IE VERllCAL RJ0E or- FLASHi~~ AT KNEEV'\AlL T[.>(l1,iRCD FAINTeD EXT ~ALL FINI~.H ~ b- , b' 111,;,H C;ALV rLASHING CONT ~ "'" ~'LA5TE,~ STOf" ~ ~ Roor 9HNGLES~ ~ 6" , 6" "'610 (,ALV -r rLAsn,NG CONT 2" \~ 'L J, -( .J IL ~- [( w > ~ ~,eALENT VERTICAL ~/'lL AT EN1Rr' l6" HORll. -r-~ASH1N6-- NOTEt l' W:. _' [T AIL IS REOVIRED ,0.1' '\L, IERTiC.AL ~~ALL INTER~>Ec.TION5 "IT>, "'-01" '-lALLEy'S ( ROOf" CRICI<.ETS fLASHING DETAIL AT CRICKET/KNEE~ALL INTERSECTION @ NT5 ," 3'~O" 1" '1' 1" NAil 'SHINGLES ~lrH II OR 12 c;,uAVE ROOFINC; NAilS. 3(/)' MIN. HEADS. 6 PER !)l.m'GLE C[7C7t {Z1r' L-O 0Cfr l' ( Cccl F{/J , (I'f") .fll~f" Ci<CI t't Ov!"'~ t:t~'<.) t} 1I''''l;t~tllt ~ ~, O~t)~If> ~"'~''\:'l II' 4,~D~t I~~~.~~ "<ir-..;:'f~tl~ (1'3 -'(If> (~. ~... "'- tD (11 ""D '~), "t I~J ., IJ...' ~I) / .1l~O 1'(,tI"~IP" ...;e~fO tj i)r (re:l piC ,., It< 'v " (IVQ mln) ACc-[l'TNlCe . E"PIRATlON DAlE 0'-(/5,:;>) 03 C& I 1-4 106 @ 0:,050303 SHINGLE DETAIL Ob I 14 I 06 0' -C:~OJ OJ Of:> I 14 / 0& O'O~OJO:l NT5 Ob I 14 / 06 0'050303 06 I 1-4 / 0(;> 0' C'~O) OJ 06 I 1-4 I 06 '" '1" SEAlENT liNE ~lt t~ D~I I>t DGt CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, LOCATIONS AND ORIENTATIONS PRIOR TO CONSTRUCTION, PLE:ASE NOTIFY ARCHITEC'T1JRAL SERVICES AND ENGINEERING OF ANY ERRORS FOUND IN THESE D~ING5 OR OF ANY DRAY'iINGS THAT ARE NOT FULLY UNDERSTOOD. PHONE (819) ~48-2812 -------.- ..-.---- -----------~--_. ........-.- r-----. -------.-- ll-giJMt~ Df-~&100/- . ---_-::-:-~=:::~- ---- ROBERT ~. Y'tALL, Pl::, 40021 IT IS THe: Of~INlor. or 11fe' rN(;.Ii"1(C'''' !ttf\1 r~!c DE!.-16N CONr^I~4[D ~"1jrHIN 'Hl~[ f-'L'V1: IV.L- 0f'EC-lnCA TiO,'S V'\Ac; I'ryr C'Rell r> It. AC<;.ORl)ANGE .~11H rLcr,'DA OULl."I<, ((.r'l (,;>001 (DI1'IO'<) <,[(',lIOl< I (,O{, r"c ..,.'.(.1 I C'., u. ~~~ C.ONl-'"\JC T[D V':'11~ A ,.4,(" L T .,,(.., THE E}+::YIN[ER0 ~'[^L peR f A.I."-.j~~ U~iL ( rc' I HL ~lPJJGl\JRAL puRrlON cr TIH',; Sr.1 l.'i' r'f r..I,~,I'. DRA).-....I~.4(',.5 AND IS OI'lL"( VAI.i[) r(jR )2 ~ 1(/1Tll) oAF rER THE DATE' r 10 ~~16r~c 0 t-"t~D...)r At r 1- f.:c.1 /1 ',I,~I'~:'I . ~",/ ~~" ,) ~/X , "P,/~<. ,,~r'l"'\ -\Jl. ~ . -~\'~~' l,t '~, \', ( I' /:(. , " ~.~~~ , '~,,/:;:\1: J\'."'\1\..~ ~k' \) Z , , 1'"ll D~te . ;'~ /'L r AS ~{OTED in ({) l\) <{ () (Y- o ___I l1- l'~ 1- :.) __I ~\ ~t \) lY II.! 1 <{ I 1- Ul () \- 'I n I I "'\", '. J .1/.' ) ~! ".~,',) t I (. ~ ;1 I "v" , "t~ . I \ . I I. ~ PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, DADE COUNTY FLORIDA MANlJfAC11JRER. - G 5 ROOFING F'ROovc.T5 COMPANY, INC, f I I\;~l , '.... ,/ , ~. i I , ''\. ~ I \, ~ I I l/, I > I i I ! " , , ,~ o r~ I \r ,t- \} - I "'-, lO d) ,. , I II) II " l\ll:1 'I II III " " , " l \t . \,," , III ,II \~ ,,- / lJ II lr' Ii \ / 1,1 i I I :} ~ 1: I } ,1,11 I, / " 1;lli' .1! > III \ III , / I ' / It' \','1 'I ill Iii .1\ \ II" (, ' I, I II' I" Id I 111 Ir' I 1 ' I IJ II \1 I", / I I I \ ) I t \ ~ I 1,,'1 I I III \ . I U Ii' '.1 I < I;,' ,I ' III 1,1 II L I Ii I I 'I x <{ l1. r~ ~ ~() t - 2 HI \)1 n Ii) r4 1 1.1) '1 \y I '-"" In ' 1.1) ....~ I I,' I ~ ~: \1 j I 1 I I 1,1 I, ('I III I,) " , " I III I I ) 1 if (' II . , \' 1',1 .', ," , 'I : ,;: I III I,' (,I ir I It III II II >1111 II It-' " ... '\,'\ II I " I" II' I" ( III <{ ~ ,( , ,', I11II Ii I d I I', j I, I ' IIII1 I I , , [)!....:,..\.. f"'," ~ i. I : :...1: r' t .1[ ('<(.> iI.l.. I 00-0000 . j,e II C'l:':,~ f; Ii. 1 '. ,I, ROOF SHINGLE DETAILS SD1 / //'\\ ~~.-//- \ //~ 0'0 ~/ ~/~~P~R~TIVE ANAL ~51~-~~D-~N~~;;:- ~H,A,RT CALL 5lZE ~INDOV'i 51ZE IN INCHES DESIGN PRESSURE CAPACITY IN PSF COLONIAL PO~ . NEG 12 13 14 I~ Iv 1"1-1/1> .~ 4:6 11-1/1> X 3~-3/1> 11-1/1) X 5O-51!~ 11-lil) X b' 1'1-1(1) X '6 50 50 50 45 35 3212 33/2 ':\4/2 30./2 ~6/2 2e>-1/2 X 26 26-1/2 X 3e-,:\I!) 4:C>-1/2 X 5O-~/1) 2C>-1/2 ,x &3 2(;>-1/2 X ,(;> 50 50 41 '<1 35 30-2 30-3 ::30 - 4 30-5 ::30,6 30-1/2 x 2& 30-1/2 X 31>-3/1> 30-112 X 5O-51C> 30-1/2 X &3 30-112 X 1& 50 41 41 3? 35 50 " 3S 35 35 35 22 23 24 :;'~"E 25 26 31 X 2b 31 X 3e.-3/1) 31 x 50-511> 31 X 51-5/4 31 X b3 31 X '6 32 :33 '4 3.-.E 3~ % 53-III> x 2C> 5;}.1/1> x :31>-:3/1> 53-1/e. :< 50-511> 53-III) X ~n-'/4 53-lie. x 63 53,1/1) X lb 45 " 3? " 3' 35 NOTE, -<1'1 - ,/) -5'~ -45 -35 -tv -55 -41 -3"1 -35 -5'1 -41 -41 -35 -35 -52 -31 -35 -35 -;J5 -35 -45 -35 -35 -035 -35 -35 I. 'e. '''''IT/'LLA1ION M<"I<OR :,Gf>L:""~ ~1J~T Be Of" <:-l)I"F'I(.i[NT Lr::NGTH TO AG.lHE'.,Ie HiN C"~DCUMr::NT or I' INTO ViOOO rRAMe MCMBER '1> IN~TALLATION ~REH? TO Be p\",A.(;.ED &. r "'-O~ CCRNCRS AND 24' 0 C MAX 2. ,I' [' ,,,.(, r "'"DO''' ~IlE I') NOT LI~rED IN ANc.HOR e.HARr, USE ANc.HOR O,IANTITY LI~l[D ..,'TI< NExr LARG-CR SIZE 3, ':-H,t-< A:, RCa D ADjACCIH TO EAc.H INSTALLATION ANc.HOR V".'LOAO DEARI~l(). SHIH MAX. ALLC"^Cl<.[ SHIH STACK TO DE 1/4". 4, ...,I,DC" rRAf.1E HA1ERIAL ALU'~I~.()H ALLOY 6<:'63 5. LiSC LA1EX CAl)lK BEHIND V'iiNDOV'i I'IN AT HEAD. SILL' JANOS. 6, use LA1C" C''"''.lU.. rvR PERIME1ER S,EAL APOJND EX1ERIOR OF ...INDOY'i 1, G-LA:":,, l'1'C.'-.N[SS MAY '.,IAR1' PER THE REOVif'EMEN1? or AsTH EI300 <7lAS:> CHARTS :':-,",,~Ai\-'4ING ~_\..... 01 H[RS I' HIN EMBeDMENT T>"<O 81' Y'iOOO 1)1' OTHERS (,.......;.JLt-.... Ll~f1,f".\:) FIN 1/4' MA><. [';>HIH !O>PACE 1 INSTAllATION ANO'IOR -e ?c.RE:Y'i (Tl P ) ,"'t ~i~'~'."" "'.~AP ~ 1- OTHERS, ''''';;~C~;-~~~.;\ '" :::: d HEADC"" !:>HIM AS Rea 0 (SEE NorES) ,"1lt'~DO~ HCl6HT fX!(. K HEI';;'HT EXTERIOR <?LAllr-~(, '"LC "'Oll~) rd~ r ~..~'~. S'l t \ -'CL" Cf"DEDMEN'r IN')'rALlATION ANoC-HOR -e ~REY'i (TYP ) ':.I<C "- THIN.:; 81' O~(R:, SECTION A-A NTS ~LAZIN6 (~E NorES) DE51GN FRE5SUf<E CAPACITY IN P5F III MIN, GVANTITY Or #8 SCr<.ai ANCHORS ---r I' HIN EYt3EDMENT ---L ..~ SH[ATHIN';;' ..~ B1' orHER~ ~ CAiJlK BEHIND rlN ...INDO... .~RAP BY OIHERS --- ...II"DC'~ HIDTH __ (><;1 [RIO"- rtNlc,H BY OTHCRS> PCRIf"( 1 [R CAULK (Jr' OTH[R:j 0---- (T) F' J - --j o 8 o (OJALL Y SP AC- [ ^~"(.HO~~ (TYP) o o 0--- &' MA' (Tl'P) ----J.- 1\ ,,' HA,~ (ITP) PO~ , NE.:; " EA JA~At, EXTERIOR ELEVATION SINGLE HUNG SHO~N ~OOD FRAME SINGLE HUNG ~INDO~ INSTALLATION DETAILS H[ADISILl 50 50 50 50 50 :2 2 2 2 :2 '2 3 .3 ,~ .1 NTS ,~ -20'1 -20<1 -165 01)2 -113 50 50 5o".J 50 50 2 2 2 :2 2 2 2 :3 -I 4 -200 -151 ,115 -'II -15 50 50 50 50 50 2 2 .3 ,I ,I 2 ,IbT -130 -1/) .1>1 .(;>1 2 2 2 2 50 50 50 50 50 so 3 3 3 3 .3 :3 :3 3 J ) 3 3 2 :2 J .3 4 ,\ -1)1 -1'1 -1>0 -,2 -61 -sa 2 2 3 3 4 4 50 50 50 41 44 40 -Db .02 -51 -41 ,44 -40 1/4" S>/1It.l ?pACE'1A' -- C'JC-K ...IDTH SHIH ^'" PEO D (~.[[ N01 [S) ~ ~ FIN rtF'E FRA/'IE ~AMB EXTERIOR SECTION 13-6 NTS ""NDO>'/ ...TH ___H__ A - (TTP) o O~ _.Q_____Q o "1--0- 24 OC HA... (IYP I L--o- r 6 ...1 NOD... H6T o ~ o o o 0 o 0 A INSTALLATION ANCHOR (n P ) NTS I A...L E" 1 ER.lo~ ~\ N0(1'0 A.'"l '.. "-C'S DQORS ARE REOUIRED TO l'lE 1 E~lED IN A(-(-ORp",..( C n1T!1 'A''<SI(AI~H/\.1'<.'\I'[)^ c), ~<:: STANOARD AND BeAR n.'e AHHA OR. I"<OMA LABCL IDENTIFYING> rHC: l'E:RrOIO",~A"'<-:- AND 1 ES1IN.:; ENTITY rEX- 1101.421 2 ALL V<INDC.~S> A~I) :;>~)Q":" eM""..", DE HOJN1r:0 AS FCR MAI'lJrACT~iRERS R[COMf"CiDATIC:~:') T,;' ^CI"l::~ 11-<E DESI(,N PRES:-l)R.E FOC 110144 I J ALL ,"<INOOy'6 A,/o,I) ?OORS _" .c."'[ euG.K THICKNESS I~ U:SS 1 HAN 1 1/2" :;''''ALL BE N~C-HCI"'[D I./IF~!::C', ~ TO 5TRLl:T1JRAL S\,1{JSTRArE Foc. 1101,4 42 (SHiM TO 00\.lD (.OI<1"CI C'r',',C[~ V'iINOC... AI,D [JIJc.K) . 4 "'HERE r"r:: Dx.~, THICKhC,-,> '0RE.\'lCR 1HAN I 1/2" HIE [JI)('K HVST BE A1TAOICD TO THE 01RlJG1';"'Al, "E~\Cr". cOG 1101442 Al rA':M :..", .'.' D'Jc.K MATCRIAL TO HA0CNRY S>TR1JC-T1JRf: ',U'_<-'LR PAT1[RN IliHEN POSSIDlE :.::::~ "'(.'1 C0S TH,'\N ,.. rRQH SIDE .- - ._. - ViITHIN (;>" OF rop .- -. '- _. - ...!THIN 24 OF' ADJACENT .- - ... - Vii THIN 24 or ADJAc.ENT HATERIAl H'JST BE or ~'JrI'lCCNT .~IDrH TO [."T[ND PAST THE ,lnU>.IQR ""I<DO'" liP . '''', JI(, 'rAPC-ON EMBEDDED -' :<TO SlRlJC,l\JRAL HA1ERIAL o SHeAR OF A 3116' OIl'. TAPC-ON IS AT LCAST '00- U<:>E THE CORREC- T NIJ,.,eER TO C"C-ce:D LOAD or OPr."ll~6 v:-.e 15' P"'f f'OR LOAD ,.',.. LOG-A TlON') ON ,",IDES ",', LOG-ATIONS TOP . .- -- >'\1 n",~ b' or l3OTTO~~ -- '" MAL,ONC, AH;> 1'1:',-'\(I:N1 c'. '.-1,/" "-S:>!::MBLlCS Af1'E R.[O,IIRED TO DC lCS1ED OR EN6IN([RCD 10 lItA,-:,rct:.: 5 liH[o;, Tile DESl6NCD LOAD~ Tt) n<e ~1 R\X. lur>.c rL'e. 1101 oj 51 TH:"V 1'1;)1."~ COfvtPARATIVE ANALYSIS AND TAPCON ANCHOR LOCATION CHART ~INDO~ 51ZE IN INCHES DESIGN PRES5URE CAPACITY IN ?Sr COLONIAL DE51GN PRESSURE CAPACITY IN ?SF III POS , NC.:; PO<:> t NEG 1~-I/l> x :76 1'1-I/t) ." 3D-3/!) 1'l-I/l> X 50-51/) I'~ -III> .x (;>3 1'l-l/e x 1(;> :.0 50 50 45 35 -'l<1 -11> ..5'1 .4' -35 50 ~ 50 :.0 50 20-1/2 ,x 26 ~(;>-I/.2 )( 3!)-3/e> 2(>.1/2 x 50-511> ::'6-1/2 X (J;l ;'(,-1/2 X lC> 50 :.0 41 3'-1 35 -€t6 -55 -41 -3'-1 -35 ~ ~ :.0 50 50 30,11:2 x ~b 30-112 X 31>-3/1> 30-1/:2 x 50-S/e 30-1/2 :< C>3 30-1/2 .'< 1& :.0 41 41 35 35 50 31 35 35 3~ 35 -5'~ -41 -41 -35 -35 50 50 50 50 50 31 X 26 31 ,x 31>-3:1> ) 1 X Xl-SI!) 31 X 51-3/4 ::n X b3 31 X16 -52 -31 -~5 -35 -3S -3' 50 :.0 50 XI ~ 50 53-III) x 26 53-III) X )1)-3/1) ~3.1I1) ,x SO-5/t) 5).1/1) X 51-3/4 45 35 35 35 ~, 35 40 -45 -33 -35 -35 50 o~ 50 41 GENERAL NOTES FOR V'4INDOV'4 V'4INDOV'i AND BUCKS s NTS -_.. - -- --'------- .--- u_ I - - I CALL SIZE- IA2~'" (1/2 ).2~H) 22SH 3:2SH IA)SH (1/2 33SH) 23S,H 33:,H IA4s,H (1/2 3.10H) 24~H 34SH IASSH (1/:2 3SSH! 25-:,H 35:,H IAbSH (1/2 :bSHj :'6~H 360H 2020SH 3020SH 4020SH , 2030SH 3030SH 4030SH 2040SH 30-lO~< - 40405H :20!:<)SH - 30SOS<< 4050SH 2060;:)1~ 30(;>CSH 4CbOSH - --- -.-.,. --. _ ou___ -. II" SINGLE HUNG V'iINDOVi SCHEDULE ._____'_..__n IMA~:~i:~R~~~~~:s~;-~~;~G~F) " .J ..150 -BOO , .,. .-150 -BO 0 - 1r."r) .603:2 -6J 2 --- 1,"0 -150 -BOO 'eo .55.2 -SS .2 --- leU .31>0 -380 - , , . €,I> 'I ,(..p;, C1 - '~ ,:,r.; -521 .52 '1 - 1( ,,~., -316 -)Ie> ~C;',) -511 -511 --- ~ :.~;'") .48 b .ojDb , 1:~ () -323 -323 ,- 11.:0 .50A ~:'O ,,It ':..~() .420 "l20 --- 1 c.: ~; "2f',~ . 21> q ,-- ~(...0 -150 -e,{) 0 -- I, .'J '750 -eoo l~v .150 -I/) 4 - , .,_J -150 -1',(,)0 I ) '561 -5v I I ",J ~43 2 ,,132 ",i:J -150 .<',00 ".0 "~b 1 ~~'V 1 .:1' ') -432 -4,3 :2 ., ,0 .5el ;3 -~1 ) --- I'" :J -41 2 -4'1 2 J .-;:,63 -:.(;1 J - ',/0 ,510 ,",10 -- .,,-,) .420 -420 --. 1 " ~ ,) -3:2.1 -3:? I - DOlO Pf-lHIT Dt.l~ AS~ I!leIOO I..IH1T^T!~ M ~1P.a? """ rec. :2001 CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, LOCATIONS AND ORIENTATIONS PRIOR TO CONSTRUCTION. PLEASE NOTifY ARCHITECTURAL SERVICES ANt;> ENG I NEERI NG OF ANY ERRORS FOUND IN THESE: DRA~INGS OR OF ANY DRA~INGS THp,T ARE NOT FULLY UNDERSTOOD. PHONE: (813) 'l48-2812 .~5 53. liB X 1& NOTE: I. ;l/16' DIA. CONc.RETE ?c.R.E>'/ ANCHOR. ~-1)5T DC or wrrlCiENT LEN<1Jrn TO ACHIEVE HIN EMDEDMun OF I 1/4' INTO HA!:>ONRY OR CONoC-RETE ;2, S>EE ELEVATION ,OR ~EY TO REaD TAPCON LOCATIONS INSTALL -I> SCREl'iS OF ~FICIENT LEN.;;.rn TO PROVIDE 3/4' HIN EHl3CDf'IDn INTO .'\000 !3\!C.K AT ALL OTHER f"ACTORY APPLIED INSTAllATION I<olES 3, If" [XAc.T ...INDO... SIZE IS NOT LI!:>lED IN ANCIIOR c;,HART. U!:>[ ANGliOR O,IANTlTY L1':>lED l"lTI~ NEX'r LARGCR ~Ize, f"OR THe APPROPRIA1E DESIGN PRC')S-()Re REG'D. 4, :;'HIM AS REGD, AT EAc.H IN')TALlATlOI~ ANCHOR ...ITH LOAD DEARING SIH. HAX. ALLO.'\.ADLL: ':-HIH ST Ac.K TO DE 1/4" 5. "'INDO'~ FRAME M^n::RIAl, AWHINUM ALLOY 6063 6, US,E LA1EX cN.JLK BeHIND ...INDOY'i ,LAN,:;E AT HEAD t JAHDS SILL MUST DE A'rTACIIED TO THE W6SrRATE Y'iJr\~ WU~CM lib ADHESIVE c.AUlK OR APPROVED EO,IAL. 1, APPLICATION 01' Y\JLKIH 116 AOHE51VC C-AVL'-. AT rI~AMe SILL HVST COMPLY ,..ITI< ~ALANT HANVrAC.T\JRER.":'> RECOMMENDATIONS e. use LATC,X CAULK FOR PERIMETER SEAL AROVND EXTERIOR OF ."INDO>'/ FLAN.:;E q, 6lASS rHICKNESS MA1' VARY PER THE RCQ\Jif>LHENT~ or- AS1H EIJOO C-lA~S CHARTS CAllY DEn'ICEN .v./OD [JI)c.K AND MA!:>ONR r" OPCIiIN(; DY OTHERS ONE BY f"<OOO fX!CK 01' OT1-iCRS CAllLk ocn"Cl,N f"<INDOV'i rLANG-C t ViDOD DiJDK INSTAlL^TION ANc.HOR 3/16' DIA. GONeRe1!; ~.c,RCVi ANCHOR I CONCROE OR MASONR1' OI''C.NING Dr' OTHCRS ~ I 1/4" H,N Ef"DCDHEIH L 1/4' HA.'< [SHIM 5PAe.E EX1CRIOR FINIS>/-i 6'1" OTHERS S>/-iIM AS REaD. (SeE 1,01 E~! rLN<6E T,(PE ""NDO\~ rRAME HEADER EXTERIOR II SILL STOOL BY 01 HERS ...."NDC'~ HEI';;'HT L'l~K HEI':;HT F'lR,H[ rER c.A\!LK BY OTIIERS d 6" d " oJ oJ " d <I t,:,C^" see E)1' OTHERS .-I d <I " CAULf.. D[1I';[.[N ...INDOV'i 'lNl().(; A/'D PRCCAST SILL SECTION A-A NTS -20<1 -;20~ -1&5 -132 -II) -200 -151 -115 -'II -15 -161 -130 -ell} -C>I .61 ,/;31 -"1'1 -w -12 .61 ..se. -IX> '62 ~5~ -41 -40 EXTERIOR T APCON ANCHOR LOCATIONS HeAD 41' eA. JAM!) AC- AC A.C A.e. A.C F<;O/1.1 "'6.H.1 '".G.H,I DEI' Go)1) DEl' ,(;)1,1 A.C- AC- A.e. AC A.e. F.Go,H,1 F.G.H.I 1",(;)1,1 p6.H.1 1"..':;/1,1 A.C- AC- Ae. A.e. AC- I"GHI F.':;,H.I F.6)~,1 1".6,H.1 F',Go,H.1 Ae. A.C- A.v A.e. A.C A.C l".:;i1.1 F.':;,H.I F,G,H.I F,':;,H.I F' Gi~ I F,G,H,I A.C- Ae. A,e. A.C ,.,.... AC F.G.H.I F.G-,HI F,G.H,I P.':;.H.I f",6)1.1 1/4' S>/<IH SPAce MAX .. l3<x.K f'lIDTI-i-- I 1/4' ~11N ENDEDHENT ONE BY ViDOD B\X.K BY orH/:~S t IN:,TALLArlON ANc.HQR 3/1(:0' DIA, C-O~<CRErE S<;.R[V'i ANCHOf~ \. CO~<CRE IE OR " MASONR1' OPENIN6 0'1" OTr-iERS rLANGE TTPt: Y'iINDOY'i FRAME IN.,e e.AUL~ EJETV'1[[N ViDOD DiJDK AN[)HAS'Y OPCNIN.;;. BY Olll!;;RS PCRn-1ETCR CA\!lK Dr' OTHER:' CN..I\.K BCn'l:CN Y'iINDO\~ FLANGE' 1'\000 ~K .... ,';INDO... ,..IDrH ExrtR.IOR FINISH BY 01l1ERS SEe TION B-B NTS iV'iINDOY'i ...rn I A A (ryp) c 1 0-- -- - E 1# I 6 (TYP) -1 6 ...it'DOV'i HGr r - - - Go 1# INSTALLATION n:(.HOR (n P) H- A EXTERIOR ELEVATION SINGLE HUNG SHO~N NTS SINGLE HUNG V'4INDOJl'1 INSTALLATION IN MASONRY DETAILS NT5 -'_._-------'----'~'--'--~-----------,-- f<'l:/I,;,IC'i< _, f.~ '~~ t,,~~\'. ~ J .. (( 1W/,!4. 'l,t;'. ~ I' %f.~ -~~ ~~>Y:. ~ iif v, "I.':: .. \'.", ~ '\ t~1~ " ..iY'r,\, o ,. I, f -.' 1'(.'.;.' I()( l t \) z \!) z ii lU lU Z \!) Z lLJ D Z <( \f) lLl \) > it lU u) -1 <( It ~ 1- () III l- =[ \) it <( I 'r I In In In In <( () Ii () _1 LL t'-J l- => -1 ,t- ('~ I" I " Ii) ~~ ~~ ~ i u:) 'I' 'r I l~ ' m <( I \\) ,...: ' '-~ \.1) I I o 1-" 'I' ('~ L II'STALLATlON N'olc.HOR ;--"1) :,G~"[.~ (TTP) n~o ey V'\OOD r-ed 011'C:Fl:~ -\ . Ii I ti I ~ " I I I 'i' \\'\ i I .,',1 I ,f' j ~ {' ~..II "r- ."\ ! I..! I ,t" I · ~ i \: I:: ::. ~ (\ ' r ' , , :~w" i ....,~ - I .,/. I ~.'~ i .~' t, .;, ,'Ii i '~/)I\ I I , , ~ o n I \r 'I' n- I ..-.., (\) Ii) '_/ I ,I ~ 'I: \ I .. ~ , II I', / III ,- >' I " (! 1:1 .1) If' I) / II I) lr, \ II l'I~1 1'11-1 / \i\ \) . ~ ! : J) : f L I Ii" III I (II ~} \I \) I I , II" I:,I'{ III I': 'If \01 \ i I I I II" . II" 1,' j I ,JI It' I I f \ I t II :" I~,' I ,) I " II" II () ,I I l.j II \1) l: \) I' I II" t (I: I ) I 1 11\ II \ I II 1111111 i , I Ii} .; ! Il 'f I 1,1 1\ \',1 \I III I, 1,1 \ \ \) \',\1,1 II1I I, I / (I I I ') II 'If '/ ::: ,,: I 1,1 " , i " \ x <( IL ('~ Ii) Ii) \- o (l) lU '. I -( ~~ <( ,.: , j III' , \ 1. ~ II I I ) : I'" 'I" I 1 Ii III II Ii I I,' II ,f) 1..-' .' : " J"I '". ~I} 1 I I I I" II" I <: \ \ II ' ," I' ill,;, \11 '111,1 1,1 !II J I I / I I , I ~-) '.,1 [ Dote ,,: '-'11.' AS NOTED K.'V'I'j I'.' f f<.'('JI (, I 00-0000 ." 17' ~) L.J [-' I' :- I ,.. i I SINGLE HUNG i I V'1INDOV'i DETAILS I I - - ----~-- r ~j; ~~ \--' r [Flc 1l~"J I THe (N6IN[CRS seAL P[I~T^Jr,~"1 ()I'-JI._'( 10 11{ .;::tt-~OOf-- STRJX.NRAL ~'OR1ION or ",,::, '_'[,1 .0' I)t.~ ,e,,, -....... ___ 1 DRAnIN6~ ANt) I'} ONLY VALI[J r"", i.J 1")1<1"" ArT10R THE DAlE IT IS SI6"lD ^,IU ~<:Al [I." ------- --'------,-,---- ----.--- ROBERT I^l. Y'tALL, FE, 46021 IT I~ THE OPINION or- THE Lr'~H'.j[LR TH)~r rid DESIGN C-oNTAI~.[D ...nHII, lI.ex: PLAI..:, ,'1<1) S/''ECI n:;'..A 1 IONS ...AS Fu;:rOR, II U ,I. AC<:ORDNJ<.e "'1 n< f'LOR'DA t'vll r/l'_<;' (01 'I (2001 EDITION.! seCTIO" If,ou I,.!, nlNlJ [)[',;!c":, .'\AS CONDVC lED VSI",~ A~:.c [ 1. ~I> ~I[["rl-;!-..-:~.',f -, [" SD2 L- ~ooQ COMPARATIVE ANAL Y515 <<$ ANCHOR CHART -- ,--~- - ,.------+ --- ..._-~----------- -.-- - _n --.- --- CALL SIZE 4 HINDOYi DESIGN PRESSURE NO, Of tt8 5GR.Em CONFIGURATION SIZE (INCHES) CAPACITY IN PSF REQ'D. IN FRAME .~'D TH,"CIGHT EXTERIOR IN1 ERIOR HE,A.D/SlLL ('i E" JAf-16 :;;';'/'21'lo:;Q , 0") 117 1/2 x 16 '30 20'S 2 :' ., '/:;(l (10:.0 , 01f...) :6 10 X '!>I) '!>//) '30 115 2 :l, ~"~' 2 ('0 0>) :6 1/2 x 50 'SI/) '30 "'0 2 , ( -::1.,-,.' *; ;'w<:? 0.'1 :6 1/2 x 63 30 11 2 I , ...J ('0 ( 0") "1 X 217 30 It,,. 3 - ..-' (><0 ( :J ,) 31 x 31) )/1) JO '~I) 3 J ~ . '.0 ( O<) 31 X 50 SID 30 6'1 3 " :r-, i '\'J ( (),...) 31 X t>:) 30 ~J J ,\ - ., -.1.2 (l,:; , 0_'" 5' liD x :;;t> )0 III J 3~; (.. 0 ( CO ,,) ,,3 III) x 30 3/0 JO 14 '3 .3 3": ('-':0 I 0') 53 III) X 50 51/} 30 52 3 J J') ('0(.'..) ( 0"; 53 1,1) ;( b3 30 ~ 3 4 :"'1':"1 (10-.0 ( Q.'<) ;;5 )( 25 '30 20<1 2 2 :: :J,t ('1,0 I 0") 25 X 31 OlO 131 :2 :.~ ~.~I (,'0 , 0>) 25 X o\.~ 30 '11 2 '3 : 5' ("0 ~ O,) 25 x b\ 30 11 2 4 321 "0 ( 0,) 31 x 25 30 112 ;3 ::I }.JI ( xo , () () 31 )< }1 30 103 3 J )I~l (^-Q ( 0><.1 31 X 4<1 '30 12 3 3 ),S,: ('0 ( 0" 31 X 171 30 55 3 4 ,~, 21 ! ",J) ( ():'(,,} 4'1 )( ~5 30 12& .3 2 .. J" '0 ( Ox) ~1 X 31 30 02 3 J 4,41 1"0 ( 0><') 4~ ,< 4'1 30 5'-' 3 '3 .... ~' 1'0 ( 0.><') 4'1 X 61 30 44 3 4 ~'21 l_XO . 0>.' ';'1 X 15 30 '1'1 4 :2 5131 (,1t_0 ( O~) t.1 X '), 30 b'1 4 J SI.li (v,'" . ox) (,I X 4'1 30 50 4 3 :'.51 I V,) ( 0~) 61 X 61 JO 3e 4 3 6':1 (..0 ( Ox) 13 )( JS 30 e2 4 :2 (, 3' 'xO ( ox) 13 ,'( 31 30 61 4 3 (,," ~ '0 ( Ox! 13 X 4~ 30 41 4 "3 (,'SI 1''''0 , Qx) '3 X 61 30 34 4 4 Cl121.P (,....O)() 13 .'( 25 30 1:<5 4 -.; b':\I~P (Jl,O,) '3 X 31 30 1)1 4 J (. .1. f-' (xO.X.1 13 X 41 30 55 4 :J ( '" r> (xO') 13 .'( 61 30 42 4 .. l 21.0 ('0-<) ~~~5 30 105 4 -.; . )fP (:~..O,) es '( 31 30 13 4 J ".,. _0 (xO'<) e>5 X 4~ 30 50 4 :3 . c...".P (lo;,OX) t}5 X 61 30 31 4 -I t.'l.I". p {"-O,J "IT ..; :is 30 42 :; , 0',11-P (y.(J") ~1 X J! 30 bS 5 :- " ,~I P p.C 'I 41 X 41 30 41 5 J ,~ ,~,1 I,:;) 1')0.,0....; 41 X Vi 30 34 5- .1 ~ I :' I . -.J ( ~ l:;" j - /)1 5 ., 104 X :15 30 , " ~, lJ(Q-.:.) 10'1 X 31 30 60 5 J J..tl !:' (It,-'O-.:,) IO'~ X 4'~ 30 44 5 J lr", .f~ ('Ox) IO~ .x bl 30 32 5 -1 r,-j1 p (xO') 14 X :;'6 30 lie> 4 2 ~J.:'J-p \ ....0') 14 )( 3e 3/e 30 11 4 :~ :).'4~c> ("'G....., 14 x 0;;0 511) 30 52 4 -' 2A'~ P 1>,Ox) 11 X b3 30 40 4 -1 T _'7-e> ('0'1() ," )( :;'b 30 11 5 :> :3 P ('0') "1 ..; 3B 311) 30 5b 5 ) r ~.~ -!~ (.,C,'t(-- III X 50 51~ 30 42 5 ~" III X 63 30 30 5 .\ . :::;..P (,,,:',J ~. :; :.! :...' -~= p ('>(..0....) 'Ob 1/4 )( :6 30 10' L.,J~-"'" (l(..(:,j ICb 1/4 )( :'>8 3(1) 30 5~ 5 J lOb 1/4 ;( 0;;0 5/e> 30 4:1 5 ., "I.i_t") (....0'" 'Cb 1/4 )( (", 30 31 5 ., 1-:; -:'1;:,_1.'" ('0") I- MIN !:HDCpf-1CN T CAULK BCHII~D rl't EX1'ERIOR ,'NI!:>H OY OTHCR:, rlN rRAME HE,A.D!:R 0LAZII/';' (n P ':EC NQ1C:;) f"iINDO,'l HE 16H T EXTERIOR I"1't rRAf-1[ 5'LL ~,ILL STOOL 0'-( OTH[RCo, ~~ ",O''''". ~ C,AVLK EH ~ C, N.lLK 13EHINO FIN ~- I ~- -j _y!n "- I' HI'" [f-1DEDI<<ENT EX1ERIOR FINI",H 13Y OTHERS SECTION A-A NTS ."-Ll ('..;!t.RIOR ,""I,DC",:, /10,;'0 6LASS COORS APE REO')IREO lQ!3: Tl:"~L'. .'. "'CCOPOANO:: ,."n. "ANSI/AHMA/t'....,.-.DA 10'/IS2 STAND,A.R.O AND [)[,A.R "HE ,~1/'-1', CR ,"O"'A L,A.OEL IDENTIFYIN6 THE p[RrORMANGE: AND TESTlt-te> ENTITY rl:3<~ 11('14'; I '2 ,"-LL ,.IINDOf"iS AND DQORS SHALL tiE ~NTCD AS PCR I-INlV' A:;'l\:Pf R: REc'OHI<<[NOATIONS '0 A01'CV[ n'E DE:;,I';.N PRES-:'<JRC (('Y.. "101.\ 4' 3 ,"-lL f"iINDO,'l:; ,A.ND DOORS ,.,H!:RE F.J<JCK T1"C.kNESS IS LE',S T""N I II.? ,HALL BE ANC.HOR[D DIR[CTLY TO STPJXllJRAL ;:'<J135H~^IE rEG. I'lel".j, (SHIM TO SOl'D C,ONT AC- T BE If''iE[N "'11/DO''l AND DVO<,) 4. ""-<CRE: 11-<[ D.'::.K THIC.K-NE':"" I':;' ~R.EATER TH,6,N 1112" n.[ lJI.IC.', I "':,T 1)[ .... -"GH!:D TO THE S 1 RVC T1)R.A L f-1Cf-10(J~ r B<:. 1101 4 '" 1 ATTACH'NG 2X DVc.K H,"-lERIAL '0 H^~>l'<" ~,lR!C' ~(-<'_ SlN;0[R PA11ERtl ,';H[N f"OSS'l'lC NOT L ES? T1-<AN I' FROM S'DE .- - -- """H'", (, or TOP - -- - .--I'IITHII'/ :.'.\' OF ADJACEIH _ - --- ,."THI't :;:4' Or' ,A.OJAC-ENT t~Ar[R ;,_ ~'J?T Be OF surFICENT f"i'DTH 10 r:Xl[N!) "'AST THE IN1ERIOR V'1INDOV'1LiP o M'N. 3/1b' TAPC,Of'< E"'OEC'DED I 1/4' INTO STRi.JCllJ~l MA1ERI"L o "Hf AR 0r A 3/1(,' OIA -N'Cc..... ~, AT LEA5Tl00" VSE T1'!:~()f"F EC, T NVME'>ER TO EXC,EEO LOAD or- Of---'[ti'~~5 ~JSE =~S. PSI' roR. LOAD H,N 4 LOCATIONS ON SIDES HIN 2 LOCA110NS TOP o .-.. - -- ''lllHIN (;' or- OOTTOI'->1 5 H'ALlON5 ANt) ,A.DJAC[NT DOOR ASSEf-1E1LIC5 ARE R1:C'JIPLD ro D: I[S:[" OR E~""II'E[R[D TO 1RANsrER 15 TIME", THE DESI~NEO LOAC:> TO TH1: S,IRl c.llJRE roc 1101451 THRU 1101454 GENERAL NOTES FOR ~INDO~ ~INDO~ AND BUCKS NTS St-I[^TllIN,,; Dr OTH[R0 IN')T ALL^" JON ANCHOR "0 s.C, f"C'" ITyPI '''0 Dr "";>OD lW OTHeRS> S,HIH ,A,S R[O D I:,e[ ,~o 1 Cc') r-' 1/,4,' HAX ~~ Hi--1 <:..pAC-E we'- ~lC10Hl 1,.4.' ,....'/0.'< /--- Sj~iH '?~^::_[ IN0T,A.LlAT,ON AN-:'I~OR Of) S<:;.PC.., ITYI" :2 ~, ,-;OCD 8y 011.'U<", 0HCA TH.NG [jY OTl'[RS -- B.JC,.... ,..,' 0 I H ---- ~ 1 I; 4 .'....., ~,Hlr-.~ ~)f',.'\C.E IN<;,TALU..TION / ANCHOR oe> ~<:'RE\I'\ (n P ) H"iQ ey .'lOOD / r BY OTHERS ,(- - -r SHIH AS PEa D (SEE t~01ES) ~ ~. " HIN EHElEDMCNT l 0L,A.Zlf<<30 IT~ 1" \X:E NOTEc') \ SHEATH,NG BY OTHCRS EXTERIOR C,AlJLK BeHIND FIN rll~ r,.-PE --/ ~,;;;;;A~// OTHEF1", EX1ERIOR r1N15+1 BY OlllCRS ~INDOn ~'IDTH SECTION 1:3-5 NT5 V'{OOD fRAME ROLLER V'iINDOV'{ INSTALLATION DETAILS NT5 NUAIR HORIZONTAL ROLLER ~INDOV'1 SCHEDULE TESTED PER. ANSI/AMMA./'NYiHDA 101 /152 CALL SIZE MANUfAC 11JRER. 5ERI ES .. DESIGN PRESSURE (PSf) DESIGN SUCTION (PSf) 2020HR. OH2 / 0113 -500 -000 301QHR 0112 I 0113 -:-00 -00.0 -1020HR OH2 I OH3 -?G.O -160:; ~<J':''lOHR 0112 I 0113 .50.0 .5'-~'~ (,020HR 0112 I OH) .500 -51 1 2030HR OH2 10113 .50,0 -eoo 3030HR OH;J I 0113 -500 -56 b 40 30HR 0..2 I OH3 '50.0 -531 :-030llR 0..2 I OH3 .4~1 -4~ I b030HR 01<2 I 0.<3 .421 -421 20-10HR 0112 I OH3 .500 -1)00 3040HR OH2 I 01<3 .42.1 -421 4010HR OH2 I OH3 '312 -312 5040HR OH:2 I 0..3 "~-6.l -3& I (,040HR OH2 / QH3 -32.1 -32 I 20SOHR 01-/2 I OH3 -500 -516 J050HR 0112 I OH3 -YU -3'1 I 4OSOHR 01<2 I 0113 +26,1 -:;'6.1 5OSOHR OH2 I OH3 +2(>,1 -.26 I , 60SOHR OH2 I OH3 +26,1 -2(;> I I [_--:=-~~~~~~~~~~~~~;'~~~~~==-~=J I NOTE: I, "I) c:,c.f"EV't ANCHOR.S H\):,T DE Of' ~rf'Ic.<ENT LEN~TH TO ,A.C,HIEVE MIN. EHQEOMENT OF I" INfO V'100D <;.00STRATE 2. II" e:XACT V't1"DO'''; SIZE IS NOT LiS1ED IN AN<:.1I0R CHART, ~E A"CHOR OJAtnll'!' Llc'IED f"iITI. NEXT LARGeR S'ZE 9, SHIH AS RLa 0 AOJAC,!:I" ~O eAc.H If/STALLA110N ANC.HOR MAX ALLC..,AOU: SHIH STACK TO BE 1/4' 4, S, 6, " i"\INDO''4 rRA~'E H;\l !:RIAL ALUMI/.UH ALLO-( tlob3 USe: l_ATEX CAIJLk. ElEHIi'D >'lINDC'" FIN Af HEAD, SILL ( JAJ'-1ClS ,;9:: LATC."; C,AI.U':' rOR peRIMel[R ~,CAL AROJND Ex1ERIOR or ,.."NDCf"i rLAN0C C-LASS Tl-<1C.k.NESS HAY VARY PER THI:: REOVIf"[MENTS Of' ASn-< [1300 GLASS C,HARTS ""NDOV't I/IIOT.. A--. o o o o 0 r --, 0 .'lINDO>'l HEIGHT 0 ~_L o 'r- o o @ @f [OJALL -( SPAce Af'GHORS Ir,.-p) 13 -~-- 0- --- "-----,- o 0 0 A 0 0 L~ 6' MAX ITYP) b" MA."; (1'1' f' ) - -"L---,-- 24" OC HAX Ily P ) CONTRAC.TOR TO FIELD VERIFY ALL DIMENSIONS, LOCATIONS AND ORIENTATIONS PRIOR TO CONSTRUCTION. PLEASE NOTIFY ARCHITECl1JRAL SERVICES AND ENGINEERING Of ANY ERRORS FOUND IN THESE DRA~ING5 OR OF ANY DRA~INGS THAT ARE NOT FULLY UNDERSTOOD. t- r------ >'l,NDe'''' .'lIDTH -- A . ........ (Tn') 0 0 0 0 0 -- 0 S 0 ;& ;& ~f 0 [3 0 I 0 0 0 0 0 0 A ....... L J ,'l,NDO,'l HCIGIIT PHONE (8IB) ~48-2812 -r In!") -t COVALL ( SPAGE AN(:.llOf<S IT'1'P) [3 ____l .L--- (,' MA.'< (ryp) -..,Il----~-.. 24' O.c' MAX Inp) L &- HA." (lYP) 'I ,1/ '~~, I \~ . ~j I t" f2 <, IL1J '..\, "~t,, f(i~~f~ , . ., t(,t ,.... ~;jlrr~ t~d;" .)\, ~~ ~'_4" "~'\ ,,\ I' I, <(: ~-'; I' (\ f .' .>t 1',' r, ~ 1 i I I ~ / I I ] I' I ,~J~ >~. I ~... . """. , . ( ! " ~! I : r.'~J ' I 1"1// I I () Z \D z it iLl ill Z \!) Z lU D z <( \S) ill () > it lU \S) -1 <( Ii =:) I- () III 1- =[ \) it <( Date (,'-'1 I~ AS NOTED IA,?~,^,': 1:'( f kOJrc. r ~h I{) II) rl) .( C) Ii () __J II- t-J 1- :.) -J ~~ ~ () Ii \~ ~ ~ If) () [- ...t- ("i , 'I , I ,\) \) ('~ ' I \y 'J \1 I (I) I -- I ~~ I I 1.' \ , " 'I: '" I,ll 1,1 / 'J \,' ( ~ I I I' I , \,1 ,ll \f .' II It) II ' II II I .' ~ ,: I) II) \) r " II 1:11)'" '11 . II I) II " I > .' 1( oil 11,1 It I ,d I \llr \1 , 'II I ir' It' II t I \)1 II" I I J \ t I" : I II' .' x .( IL ('~ Ii) Ii) [- <.) If) III I I 'I , I Ii It' " I) r I lil, 1 " ,) I, II II" ~ I( I ,1:1 } I \j I,) " III. l.11'1 II " II ~ / , / I Ii " I:' ,) \1111 1'1 h II 1\ I) '111'1 I I,' j (, I I ) I: it' , \ ) \11 Ii' I \ ~ I Ii I III. ;' I) () . I " \ ~ ::: I I II ) II" I) It' I It' III II " ']1 t I \Il \'1 / / II < 'I) : I I " II I ( \) " II II II ,[, \ I II \ C I II \, I 1 I / I I ('~ Ii) ('~ I Ii) .,t \}- I .-..... II) Ii) ,-- I .( ~ ~ 1- .\r'f "[.J [";'1' 00-0000 ~ I ,[[ 1 C'C:"':_ RI Ie> 11.'1" ROLLING V'1INDO~ DETAIL ROBERT ~. ViALL, PE, 46021 ( ----_.._--------~ I J;;I-~ ~r:~2\- -D-8---{fJfJt --- ~..-/' IT 17 THE OPINI(X4 or Iltr r,....61~l(T~, flii\T 11le: DC':,,16N CON,TAIN[P r""iITI--iI"~i fl.L:.L: ""L,'.'l..) Al~O ljf'tGlr'ICATION....." ~~^') "( f~.J"(A-"'J.-1l[) '~1 AGC.OPDA.t{CC f''l11H rLL'Ril7A Ol)!! PI:~6 COGI. (2004 ED(l ION) :.,(G 110r-4 !('Ob 1! ,( .."r4[) L,-r<";ll(7~~ V'(A,1j CON OJ(:. llC U'"lr'vJ' Ar.z I: l-'-lC> ll-lC: EN-:;I~~[ERS ~'CAL F'CRl ^,/'.,...:' (....~~L ( Tn Ifll 1)'R\JG.Tvr~.Al POf~rION (>r TI,I~) ~',l r "t>{IjIC}~. DRA~'lr~s AND IS ONLY vALID '"(If.< 12 '1.r)t(rll~- Af'TtR Tl<e DATe IT I'~ C,16"fD 0\1.1' '.',[." [I' SD3 ~J vO'\~,/ -- .-------,-.----------------- ./ COMPARATIVE ANALYSIS <$ [-- NUAIR SLIDING GLASS DOOR SCHEDULE TESTED PER ANSI/AMM~A 101 /IS2 -~--..- - ----- ---, .. --. -- ",- L C~ 61ZE ~=:- COMPARATIVE ANALYSIS AND ANCHOR CHART ANCHOR CHART - OCSl6N C)E~,16N F'" fSS/J"E F"!:SS"RE HIN,~)~ OJAN1ITr' i'1INII--1.!M O'JANTITr M N""JI'1 (.IVANTITr =-L'D'V, C'LA=-S DOOR CALL CAPAON' IN cAPAClrY or CONCRE1E Or .~ <;,c"'-(~ or .~ ~~RD~ ~:dZf: & PSI" NON IN P$F S<:.RD.. A,"C,liQRs, ANC,f-40R? ANC,HORS co,<rl.:7'.-RATlON RI:INrORL-ED REINrO'~CED DOORS DOORS FOSlll VE NE6AlIVE: POSnI VE NCGATIVE SILL HEAD .. EA JAMB HOOK 51RIp 50(,1) 202T ~I -~I 55 -/)I J J 5 5 ('0(,<> ~02T 44 ,44 55 -11 4 4 '. 4 W(-I) 2D2T 31 -31 S'3 -~'1 5 ~ 4 4 '0000 2Dn J) -J3 53 -53 0 (, 4 4 50W 202T 41 .41 ~'1 -(,IS ) J 5 5 t>oeo ::02T ~:; .35 :;, -50 " 4 :; 5 WW ~02T 2~ -2~ 46 -46 5 5 "' 5 100DO 2D2T 25 -25 40 -40 6 6 5 5 '1c!l~ JO)T 44 -44 :;, -11 b 1 ,I 4 12060 303 T 31 -31 ~5 -5~ 1 B 4 4 'C<'N> ;'O:lT J) -)) 5) -5) I) 10 4 4 "OW 303T 35 -35 55 -SO 0 (, 5 5 '20<>0 :.'O)T 2'1 -2~ 4b -4b 1 t> ;- 5 l~!><;) 303T 25 -25 40 -40 D <1 5 5 ~ ~Ovl) J02T 44 ,44 55 -11 b 1 4 4 120C(.,3 J02T ~1 -31 :;5 -5" 1 c1 4 4 I:;.cO/) 302T 33 -33 53 -53 " '0 4 4 "(1)0 Jon 35 -35 5>5 -56 b b 5 5 1201)02'02T 2'1 -2'1 46 -46 1 I;; 5 5 1':.000 O1D2T 15 -25 40 -40 ~ ,~ 5 5 120e,t> 402T 44 -44 55 -11 <1 II 4 4 6001> 402T 31 -3T ~:; -5'~ 10 '2 '. 4 200617 40;(1 33 -33 53 -53 '2 'S " 4 1201)04D2T 30. -;.S 55 -56 " .~ " 5 601)0 402T 2'1 -2~ 46 -46 '0 II <; 5 :OOW 4D2T 25 -25 "0 -40 '2 I) ~ 5 MANUfAC1lJRER SERIES No, DESIGN PRESSURE (PSf) DESIGN SUCTION (PSf) -- -------- - - _. --- - -- _n _ .. .'.. DE01(;N C'ESI(;N PRE S::.vRE P'" E 0S/J"'E ::,(..'D,N6 GLASS DOOR C,ALL CAPA<:.ITY IN CAPACI ry KINI""'M OVAN11 Tr' P?f' NON IN PC:? OF )/Ib- DIAH[T[I'! SIZE & REINrORc.EO PLiNrOR'.-ED CONe-RE1E 0<:-P[~5 CONn6\.lRA TION ~OORS DOORS PQSITI VE NEGATIVE POSITIVC ~4EGA1IVE HEAD/SILL o EA jAMO HOOK SlRlp 506/> :ton 51 -51 55 -I)I J 4 4 (,0617 2[)2T 44 -44 53 -11 4 4 4 e.Cl,~ .n;:;>T ;}1 -31 55 -~ 5 4 4 1001:>0 202T )) -)3 53 -~3 6 4 4 !>Ol)() 2D2T 41 ,41 55 "oS 3 5 5 bOW 202T J5 -35 55 -56 4 5 5 8080 202T 2'1 -2'1 46 -4(-> 5 5 5 1001;;0 202T 25 -25 40 -40 b 5 5 '10DC> 303T 44 -44 55 -11 6 4 4 120&e. ",DJT 31 -31 55 -5'~ 1 4 4 1;.0178 :'I03T 33 -33 53 -53 /) 4 4 'lOC>O 303T 35 ..)5 ;-'5 -~ 6 5 5 120W 3D3T 2'1 -2~ ,lv ,'16 1 5 5 ISOW 30JT 25 -25 40 ,40 t> 5 5 <10(1) 3()2T 44 -44 J'3 -11 5 4 4 1200&/) 302T 31 -::11 55 -5'1 1 ,\ 4 1%l6e> ~02T 33 -33 ;.) -53 '1 4 4 <1000 ;\02T 35 -35 55 -56 5 5 5 120C>0 :>-o:n 21 -2'1 46 -46 1 5 5 ISOW 3D2T 25 -25 40 ,40 '1 5 5 1206C> 4Dn 44 -44 55 -11 " 4 4 1(,0(,1) 402T 31 -31 55 -5'1 10 4 4 200M'> 402T 33 -33 5J -53 '2 .. 4 120C.o 402T 35 -35 55 -56 '1 5 5 IbOOO 402T 2'1 -2'1 -'6 -46 10 5 5 2001)0 402T 25 -25 40 -40 12 5 5 ~;C,(,I) ':>C>D 200 '30 -646 (,C6/) SGco 200 .30 -550 l>Co(,1) 56C; 200 '30 -31.1 -- '10(,1) :;c.D 200 .30 -55.0 ~/ ~~~" "t . i /} ~,I' i'~, "I ....~::;.,~,-.. ,,,,,,. ''''Zr:.# ~( ,~~ o' PRE-CAST LINTEL ,--------, L .-J 8" PRC-Cf\ST L1NTCl r------------, L J CAULK. E\CT~CCN HOOD DUCK. & HASONRY OPENIN<;o S( OTHERS INS>TALLATION ANCHOR 3/1(>" 01,0.. CONCRETE C<:RCV'\ ANc,HOR ',HH AS RCOD (~l E NOTI:-:,) [ . ., '. : f< OOOR HEIGHT IN"TALL.ATION A"OIOR '8 ~'CRD' (np) DOOR CONNECTION SPEC. () Z ~H[ATHf,6 _\ NOTE DOOR rRAI'-lE SHALL L'i:: ATrAO-<lD fO Ic<[ DLOCK V\ALL I >'1111-< 1/4" HIN. TAF'CON') ~lrH I' [HDCDH[NT 'fiN. AT 30" O.c,. \No;,TALLA110N At'CHOR ./) ~RE~ (nF' .-'HERE TAPCONS APt: NOT REO 0 i ~L; ::= ,~, W';:ROC'O' DnA" -_______--- ~ I I/D' MI" ___ ~ EI'1(J[DMUH 1/4' M^X -~ ----------- -1 ___ --l~ SHIH SPACC THE AL'OVE DRA,-,'Ne.:; PE.RTAIN TO ALL ,..INOC,~'~ AND NOTE. DOORS IN n<ESE uNITS SEE GENERAL WOTC 4 5 'I rOR ^C'DITlONAL SPCClrlCATIONS --===- 1/4' HAX [ SH"'" sPACE DOOR ATTAGHMENT DETAIL ONE DY V'OOO DJe,K DY OTHCRS -r ......--,- \D z it lU lLl Z \D Z liJ D Z <( \f) lLl () > l~ lU \f) _1 <( (t =::) l-- () lLl l- -r () (t <( <1 ,j DOOR .'1IDTH ONC Dr' "'-::;>0[' f'.VGK Dr' OT H[RS. " r J{~~, "^.~Ir("V- :l,~- ~ \1 \ .1 \,~1..f/~~/ ~~.......~ ~",~1., r~~~~'" I INST ALLA TlC'N AN010R r ./) ~.cRE~ (TYP ,""E.RE. TAPC,ONS ARE riOT RPO D J SHIH AS RCO 0 (SEE NOTES) SCALE . 9/8" = 11-0" I 1/4" HiN EMDEOHENT iJ SHIH AS I>CO 0 (~'EE NOl!:C,) J DOOR .-ilOTH .. NT5 EXT[f..(iC'< .. r-4':'" (SEF 'jJ:"[c,r C.A;IONS) S60 n~.AI'\E JAHD - --~~ - ~ JU INt)T I"';'.l .", T ION /-- A~jG-l',)~ tte I' ~x,"C"" r I') EXTt:RI(AL rlNISoH BY OTHeRS ~<-O fRAME jAI'1B- I~<STALLATION ANCHOf~ 3/1(," 01 A <::-(>~ICRE 1 C 0<:-RE~ N<CHORS PERIHETE:R CAlJLK. BY 0111ERS ~:)Llr ~,--, \~'L.AS,:~ DoeR rRAf'A(! HeADER / .......' Sr .~OO /1--- Ily' '/' 'CR5 . I \ ,j T[I--IP!:.RED GLA"S (np) (!:',[E NOTTS) ::::~J (SEE NOTES) l DOOR HEIGHT EXTERIOR SIDE INTERIOR SIDE "MP,",O ,"ASG 7 (TYr' ~'CE: NOl ES) ~ALJLK. ocr'''CEN ,',,:;'OD <1 DUCK & M^<;;O~,Rr' OPC:<IN& 6'1' OTHERS . GO""Rm OR MA,","R' OF!:.I'IING Dr' OTHERS c'L'D,N(, C'L"'S~ DOOR rRN-1E S'LL NT5 iJ <1 S>t"1~ A ~'1IN6 /- BY C' 'CR5 / I A -_. (up) - -- In j- -- 6 -- - - - - -I-- _.- '---- ------- ---- PERII-1El ER CAI)LK BY OTHERS EXTERIOR ,j E.>\rERIOR FINISH BY OTHCRS 1/4' MAX. SHIM SPACE PER-Il'1el EFt C,AIJLK BY OTHER:; SEG TION 13-6 ,j Pi --1 6 ~VO rRAHE SILL -r-- <1 EXTERIOR rINI,;,H Br' OTHERS I !/4 MIN [~'O[DMC:N T .d,j .1-- -7 A iJ,j S>ET S.ILL IN DE.D or CONe-PE1E OR CNJLK <1 -I <1 A 1/4" MA)( SHIM sP,'Gt: EXTERIOR ELEVATION <1 I 1/4' MIN [1-1Bf.DMENT .d -L- -I- CO'lCRETE,:'.: ~ I'1A:<>NRY OPENIN6 BY OTHERS (n p) r-- ---1 e 6 (TYI' ) 5EGTION B-B INSTALLATION Me-HOR 3/:6" 01,0. COt>c.RE1E sc."'EV'\ AflC,HOR COI'<CRCTE O~ HAS>QI.Rr' OPU",4(; <1 --<3 (2 PANEL DOOR SHO...."! d- NTS ,~ SEG TION A-A INSTALLATION ANCHOR -- 01/1(>- 01,0. CONG.R.crE 5C.RO'l ANCHOR NTS ,...L'.L!L!-1 L'L.,.. [HDEDt ENT CA'JLK 13[T,..[,C"- HOCK STRIP' hOOD r-RAHe SEGTION A-A / C"'UL>.. DCTV\CEN HOC~ STRIP I MASONRY OPENIN6 CONCr;,~ETf: OR /<1 - HASOI.I~Y OPENING [1'1' 01HERS <1 l NTS c..ONTRAC.TOR NOTE. ~ ,(. ;\L. L ------A -- NT5 C~-1~~~~iH 1 <1 iJ EXTERIOR ELEVATION 2 PANEL DOOR 5H0V'1N __ T."1O BY ,";QOO , RN"L By" O'~~CRC:~ CONTRACTOR NOTE. l' R,,'V'," [iT ':.~[) I.CO..... srR:r~---- / DOOR MATERIAL ALiI'1INVM ALLOr 00o'~ I. 2, CONCR!:1 10 c<R[~ ANC-ItORC, MV::'T PL 01 cor rlClLNT LUK>lH TO ACHIVE HI~<ii'1UH EHDCD'-1E,<r Or I 1/4' I'~ro i'1ASQURr' OR O:'>NCRE1E SVD HCO.... SlR,P- B. I)-x LAT[\< CAULK rOR f-'ER,KCT[R S.CAL. APO\JND C"TCRICI-'l or DOOR <1 ~. : ( " I \) - If) I) ,n In <( C\ (t: () ._1 IL t'-~ 1- ::::> _J ,t III ~~ \) li II~ <1: I-- In () t - , f- r. \I.'~\i ,~ ~~. ,T ~ t, I' """\ ' ,-,Afll l\ , ~ " \\ I', ~~ ~ ' l I , I ..~,~I' I.' '~I' I /, ; ~: ' '-' ' ) \ 1: 1/1 ,~ () r~ I \) , f- lY , --..." In Ii) '-~ I I) [',I \ I \ : ~ I ,I l Ii j ~' '.' I II . (1111 \.It 1,1 l) , II , 'I II II' ./ 1:1 III 1) ~~: I ) , / 'I I 1'1 / II '" II d I ) lJl I) \J \ 1 '( ) , Ir' IJI I III ~l: I( \iI (, I . f 1r'11 Ir' I1II Ijl (y I 1.1 \ I 1 II :" ',i / I \) \ \ \.) Ir' ',r III () I I I I,: II \) () \) Ii I 'r' f ( i 1 \ I \) III I. 1,1 (i lillil {) I x ~ II. n d) \1.) 1- 2 III r. i li)i r~ t I\) 'f' IY I ...... (i) Ii) '--- I \11 ' ,/ 1 I Ii I iiI I) IllIJ [II II Illll \) II \,\ III I 1 . (,' II > " Ir' I () ,II ;i I:' I II I I!I/ , / \) , , ) /' \ I Iii I llil I I \ 1 \ I~ () I'r' .1 Ir' ,,1 II II 'II Iii \ II \ r' ~f ,. III "'. \il: I 'I Ii It' I ( I) " "I 1,11111,1 t;, \11111 111,1 I I I / I I <{ ~~ <( 1-- 4. IF EXA.~ T [)OO~ ~,IZE I:;' NOT LIST CD '" AN(.I'VR. GHAR T 1):,[ ANCHOR. (.IVANTITY LISl[::O .-lITH ~E'T LAR,:'CI~ S'ZC. rOR THe AF'FROF'RIA IC OCS>16N PRC0S/JR[ F.[()<JIRC [) I, 2, ocr'" I~AT[RIAL AlIHI~4'.JH ALLOr' (,c(>,~ <1iJ '1} '''STA~LATION S>CR[,..S li)ST DC or S<,irrlC'[JiT LEN<;oHT TO AC'" IC HIN'I-<'",H EHBEOHENT or I I/e' INTO ,-,000 FRAME CONC.R[Tt; 0<:-F,U'1 MjC,1I0RS AT SILL HVST BE or 9JFFICI[NT L[I~,Tt" TO ACHiEVE KI~"MJH EHBEO""'UjT OF 1 1/4" INTO M A">O~,R r' OR C0NCR 10 1 C C'OR''''',," DY O,-HERS 5, rOR pOCKI:T DOOR SIZES. I)<;'E CLO'-:,CST un"ASS DOOR :"llE MO CO~IIrGURATlON TO rINISH[,O OI'[NING PLACE ANGHOf-'lS IN HOOK ~lRiP ^c:~ ~HO~~N, l(HPERED GLASS> (-rr p ~.cE NOT CS) C.ONTRACTOR TO fiELD VERIFY ALL DIMENSIONS, LOCATIONS AND ORIENTATIONS PRIOR TO CONSTRUCTION, o. 6LA~,S> 111IC>"NE:SS HAY VN'?r' f'CR "[OJIR[MUHS or AC,li'-1 [1300 6LASS CHAR1S B, Uc'[ LA TE" CA<JLK rOR PERIHETCR SoCAL AR(.X!ND E.><TERIOR or DOOR CXTE.RIOR fINISI< {Jr' OTHERS 1, 1",,11 DOOR v~i/T IS APPROVED ')SING TU-F'LREO GLASS 114 SINC-LC GL,~ZED OR iNC<<.Al'IN6 (-LAC,S> 4, Ir C.X/V:.T DOOR <;OIZE 1<;0 NOT LISTED IN "~01OR C,HART, use "'NOtO'l. O)"'NTITr' LI~TED >"11TH Ne><T LAROE:R SIle PLEASE NOTIFY ARCHITECTURAL SERVIC.ES AND ENGINEERING Of ANY ERRORS FOUND IN THESE D~INGS OR OF ANY DRA1^1INGS THAT ARE NOT r-ULL Y UNDERSTOOD. EXTERIOR e, DOOR ALL I-ACTORr' APPLIED HOLC", NOT DESI6I<Al[D rol'! TAPCON ANCctOR !O>HOJlD DE: riLL ED ~ITH "e ~-c.Rc...<j Of" S/JFrlOnn LEf4(;TH TO PROVIDC KI....,I't,)~~ 5!8- EMPEDHENT INTO V'OOD B'XK 5, FO"? poc.__eT DOOR ':,llES. u'Oe CLO~'[ST erpA~'S DOOR SIZE N,D CONrlVVRATlON TO FINISH[D OPCNI/'iV PLACE ANC,HORS. IN HOOK ~ rRIP A? ~HOnN. 0, ojoLAS." THICKNESS HAr' VAAr' PLR "'EOJIIO'EHENTS OF ASTH CI~OO 0LASS CHART? JAMB/SCAL COP.NERS ARE TO I:X ~.[ALE.D ."\ITH A SMALL JOINT o;.EAI'1 ~.cALER ?lIII'1 A~ "COJIPED AT C"O-< ~{;r or iN"TALLATION ANCHORS >'lIT,.. LOAD DEARING "-HIH. HAXIM'-'l--l ALLO>'lAeLC SHIM <;;TA<:.K IS 1/4' PHONE (813) t14B-2812 ~. 1, DOOq, ul';IT '? ,,"PFRO'.'CO U';>lf'G lEMPeRED GLA~,S IN SINGLE GLAZCD OR "''.:JJl'" TlN(; GL"'SS HOOK STRIP DETAIL n":OJCc: 00-0000 HOOK STRIP DETAIL 10, ALL IN<:;TALL.ATlON ANC,ltOR5 HV<:;T IX MADC OF CORRO':>ION RESIST A1H HA ITRIAL$ 8, jA~"'BI=-EAL COR~.(RS ARE TO BE <;OEALED ~ITH A SHALL jo,."r c-t;AM ~,eALCR ~, Sr.<I,'--I AS RCOJIPCO AT CACH SCT Or ,NST""LLATION ANC-IlQRS ,,,'Ti, LOAD DEN'?'N6 SjHIH MAXI"",1'1 ALLOV'IABLE SHIM STAG.... TO fJE 1/4' NT5 ilL I. 1 r)1 ;, f.'1('~11("1 II. NOT ALL C.ONFI(7\)RATION';.> 1I01CD ('N A~<C.HOR CHART AlZE SHC,-.N FOR T111<j DRA'" I No;>, HO.-CV!:". INSTALLATION o.cc, TlON 'A-A", "1)-(3' AND ~iOOK :,TR,P DeTAIL AF'PLr TO INSTALLATICN or ALL APPROVED COtofI6'JRATI016 NTS Date AS NOTED ,\P~):"l C~, ( 10, ALL iN:,T Al.LA TION ANCHOR:' MJ"T BE HADE Of' C-ORRI:,ION RESISTA/H HA1ERIALS INSTALL ONE: (I) T"-PCON IN CA<:.H PAlf~ or rN:,TORY API'LICO INSTALLA110N HOLES UNLCSS NOreD onl[R'''iI'X: ON ANCHOR CHART, SLIDING GLASS DOOR DETAILS SD4 12. II, NOT ALL cONF'lCNRATIONS L,,,TED Ol~ NlCIlQR CHART ARC ,:>/'(;""', 01'; nllS DRAV'\IN<; HO,-;EVLR, INSTALLATION SCCTION 'A-A' 'B-e ANP 1'000... <;01RIPPCTA1L APPLY TO IN:;TN.LATIQN 0" "'LL AF'rl".ovED CONrl6VRATIONS ~OOD fRAME SLIDING GLASS DOOR INSTALLATION DETAILS SLI_J?J~~,<?__.~~ASS DOOR INSTALLATION IN MANSONARY DETAILS - --- --- - ------ -- -- ( If 15 THE OPINION Of- THl [.'i('.;olrlLLR I'/;AI lHL DC~I6N CONTAINeD Hlft11~~ r'lc..:,r f-JI,'''~; ~ ^-l'il~) Si.~C.IFlC.A TIO~S ~'\AS PL R.r (.i~:H/ t.:t Ir~ .A.C-c.o~,I'ANC-r: I"'HTt~ f"LORI(~/' [~-J11 r~'lrf(,~ (~l)I-'L (2001 (DillON) SEC.TI()N 1(,0(, THL ~.11Itp !It:'jl( .Ij ,"\AS CONOVC-l[() vS'N0 AS< r: '}'''l\ 1!J~i~1 lJ '-0.- 8 --2-&04 n~e t~"6INCtR~ ClE,.'\L FTf-lT;'I~~r"-, Oiit l' '~:f 1114 S\~<~l\JRAL POR1-IOlt Of' 11llt-, ':JCl cr [.J1.:-,1C""i C'R..^J"ilt~5 ANt? IS Ot'llY vAIIC' rOt~ 12 t1,)(HI~', AI'I[R THE DATE IT 15 s'c;,r,rlJ ^"" ':,('''lfl/ NTS NTS ROBERT ~. YiALL, PE, 460.21 -r-c- - (, --~---- 1\ LJ \) ~, ~ l\ iiI } } J I ~ .) \l UJ 1--- b -L---- GENERAL NOTES REe>IDENTIAL INSUL.ATED fl8ERGLASS DOOR ICCt-1MO;'-T'O .ii.L FRAMe CONDITIONS) (;:; r~l DOOR AND SIDELIGHT LEAF CONSTRUCTION FACE SHEETS: rAN rlDCRGLAS5 rA(.IN", ~-;OOO (;RAIN 00"'"''' HINd-1\jH rHIC"'..I~ES>? ril1lH: FIDE.R.GLA~S rAOI'G SMOOTH S(,RrACE 0015' HINIHVM ft,'c,KNrS~ I"'iITH r'iELO STF<:EN6TH cT'(MIN.J . 2-,'150 ~I By' AF'F'\..IED COMf"O<:'ITES CORE DESIGN: FOl (~RDHANE FOAM CORE, ~lrH 20 ro 25 U3S DENSIN BY O^SI'. DOOR PANEL CONSTRUCTION: T1.E PANel rAGiN<'- 15 COI-.STR'Jc.TED FROM 00"'5' THICK OR 0015" THICK HaLDED flOCRGLASS THE V'VOD STILES AR~ L,A,HII'\ATE.O LLJMCCR n1TH A PINE C,A,P THE TOP RAIL 15 C-ONS1 Rl,K: 1 ED r ROH VIROLA THE BOTTOM RAIL IS OF A 1--10LDEO V'iOC'O COMl-'(/~TE. KERrED TO PECElvE ,;EATHERS1RIF'F'II.j('. THE LN-1INATED LLJt-1DER F'ORTION or nlE S'[;'E STILES ARE: NorC,l.<CD DACK ~ THAT THE TOP AND DOTTOH RAil':':> f;'VTT TO THE PIN( CAP Tt-<E LATCH S'DE STILE 15 RElflrOPC-ED rilTH A PINE LOCK I3LOC-K MEA<)<JRING 15e>I' x 20' HIGH. THE LOCK DL(X.K IS GLIJEO TO THE BACK OF THE LATCH STilE Ti'E FIEKRC,LASS FACINGS APE TI<EN GLLJCD ro n4E STlLl::S ANO f~All S ~-;ITH N1 EXTERIOR GRADE STR\X. TVRAL ADHESIVE THe:: INTERIOR CAVITY I':':> FILLED ril~ A POL Y1.JRETHANE FOAM By' BASI' Ie -r (;,' -L- SIDELIGHT PANEL CONSTRUCTION: THE S>'DELIGtH F'NjEl IS GON'3>TFi'VG1ED THE ':>AJ'-1E AS n4C DOOR PANEL E:XCEPf THAT ALL THE SIILE'3> AND RAilS ARe CONSTRlY- TED FPO~-1 VIROLA FRAME CONSTRUCTION: 'fHE SINGLE DOOR rRAME 10:; CONO:;TRVGTEO FROM FtN('.CR JOINTED PINE n"E oOJ13LE DOOR rRAH( IS C-ONSIRUGIED FROM LAMIN,'1ED lLJ~6[R IN THE CON111~ES HEADER AND rHRESHOLD SYSH.M A (I) PIEC-E LAMINATED LLJMOCR i'1)l.L10N IS iJSED IN n'E SPLIT H(ADER ANO THRESHOLD Sy'STEM THE MA.1I0N IS A (2) PIECE JAMB Or- LAMINATED LLJMB[R THE HEADER IS ATTACHED TO THE S,r)E JAMBS ,-;ITH (3) 20" LONG X 1/2" C-ROr';N ~IRE STAPlE':':> THE LJNITS UTILIZE A HI6H DAi'1 DjMP FAC-E TH"E. SHOlD t-1E,A,~'JRINo~ '25' OE[P XU," HI6H. THE THRESHOLD? ARE ^ TrACHED TO THE SIDE JAHDS ril TH (2) ,~ X I 3/4' lON6 PHILLIPS FLAT HEAD sc.PE~S SIDELIGHT GLAZING: nlE S'L'E LITE PANELS ARE GLAZED ~ITH I' AND OSO" INs"ILArED TEMPERED GLASS rilTH 050' GLASS BITE 1HE SlDE1I1E "^"ELS ARC SANC'\^lIC-H GLAZED V<';IN", A TV'V PIECE L'P LITE: "-R,AMf: nlE: F"RAMCS ARE ,'eT GLAZED ON T'He E'<TERIOR AND INTCRIOR SI[~)E rilTl1 DO.' "l'lS SILICONE THE rRAMES ARE HELD TO<;E^1l'1l:'R ~I~ '6 X 1/2' I'AN HEAD LI1E "-R.AME SC.RO~c. Q f!y n u~ It:h \))- I _I '1 ~ cl UJ () ~ ~~ ~ }. _I of ~ (~ UJ SEE DETAIL 'D' - -y-- (," -l DETAIL "011 NT5 -r--- (J" L--.- 55 ~) t <U ~I "' -i- 0" -L- -r DETAIL "ell NT5 3150 I--1A:< OVERALL~c-Tii-h-- 1________ 3'" -IS' t~A'\ -PAAELr,;o.:;.------ --- 1[:=-71 U---!j <::::::-[~] r----- ~---._--~ ,. I I!) ~I I y of LJ } l 1: ~ ir 0.1 oil ;( It ~ I) 8)- ~v - \ r-- , / " / -__0_.._._----- ,___ --_.~~._------- -,,-- Eij SINGLE OUTS~ING UNIT NT5 ~, Ii II) 'u [::[] ~I I' " if, scr:: DE TAIL _ ~, I ..1 -0 01 en ------ ....,- ,--- ."----,-,---,--~ '--'-- .-- I DESIGN -.. -- ~-- -'--- - .. - I IJNIT TYPE I V'*1 <,;IN('LE DlAI8l E SIIlGU:: AND DOVelE "ln1 SIDELlrES __,_u .. --'---"-- --._- --"'-,- ..,--,---.-.-. 1 EB 1- ,~ III r. ( .,llJ > r ,t II [ iJ) \) J \\) ,( I( I~ ., \) I- f o<J x iu <( 1: ~ .1 ~ ~ 1f14 1.11. ~ Ci I) I) () fo. r. '!l .... HI ~ [ ~ I .J UJ , .l. UI 0{ Ii ~_ ? Ii 8 II I ?o 315" HAX PANEL ,-;IDTH VVA5TRA0AL i I 1 O-HA'< DLO ~IDTH fo I I'l )( U) '1 ' Ii,! .. / u\ 0{ "Il ~ Ii I) \) 1\ ~ 1 ) 0 .J \) fl r" ~I 14' HA,'\ o./r.RALLfRAH[~iOTH--- ~~1r-- I SASH ,",10TH I 105" MA.X ovE~LL FRAME ~-;Il)TH ;Je> ~15' HA,'< PANEL ,",IDTH VVA':':>TRA6AL UJUJ r-- ;l5~15' MAX I ----",.,,, ""'" UJUJ ~--- /' 7 L~ G 1/ flJV 1".-/ ~--/ ". DOU8LE Vi/SIDELIGHTS OUT5V'iING UNIT 1/ NT5 r 35 15' MAX I ---PANEu"iiDTI1 UJUJ ~] UJ ED DOU8LE OUTSViING UNIT NT5 I ERE I'(ATER INFILTRATION 15 NEEDED-~ PRESSURE RATING . '11)";' P"f . (,0 G F'c,r - 600 p-sr- 100 P<";>P " l,,: ./ "":of' - bO 0 pes GENERAL NOTES I. 2, 1 \j- -EB I. I I!l yiP 1 I _J UI ht ~ rr \) g -,~~ H"~g"-l 140' MAX , SASH~iDni-~ b'HA,\ [7L 0 ~IDTH .- of } \) , _i VI) "' .., 1 rc'.J.;;f';:~,,;-- 140' I'-'A.'\ SA.~HY1ID;: H~- v-- 6' MAX D L 0 ~IDTH " 1 } \) . .J I) (j 0) ,0 v--EB '^'OOD ('<.lCkS BY OTHERS, MlJ5T E'<:: ANC-HORED PRQPEPL y' TO TRANSf'CR LOADS TO TI.e 51 RlJ(.. TVR!: 3, n~G'Ovc T ANCHor~!> SHALL DE A!> LI~T ~D N10 ~PN:.f:D AS <;;HC'I^<N ON DETAIL'='. ANC-HOR EH(I[C'HUH TO BAS(; HATERI^L SHALL DC DCYOND .~ALL DRES51~l(7 OR ST"l,KCO 4, 5. [;'ESIGNED PRES~{JR( RATlN& C,EE TABLE PA0E I b. THIS S(5TEf-1 REOVIRCS rill.DDORNE DEDRIS EXTERNAL PROTEC-TlON AS PRE:::-.c.RIBED IN SEC1ION 1";1,,.1 or- FLORIDA ElU'LDING< CODE SIDCLlGoIHS ARE AN OPTION AND C.AN OC IhED IN A SINGLE GR DlAI8le CONrIG0R.A TION ALL MODELS -'-------- ARJ;;_Y1EV'iED_ FROM EXTERIOR (, '2 2__..H A X O\lEf~ALL ~rDTH ~ 35 15 HA.X I --PAt'EL Viji5rH 1 rfJ.'%~"- 140" MA>( -sA~~DTi~ r] UJ '" -- v b' HAX. D L O. \^lIDTH X l' l I) , j \.lD If) ,0 \r--EB FT I,' I,',r, ttrt ~~~"" " ~ (1';;J), ~ff~ ' ~{"""" ~ 'lr\\~~ :'\~""t';: \, ~I\f.'a'\,,, 1 ' l~..'i.~" ,~{~...)" ,'; ..~,l , ." "".~' I ')' ,\ ;.' ,,( ..,. ~ .1 I" "",,\ "<,\-'>-." """"'1 , .1'1 I \ \}- m ('I) {'o .{ () Ck' () __I IL H 1- :..) -I ~~ ~ o li I~ .( 1-- u) () ,-- ....,. r~ ~. '.' l', ~J ~ ,~ 'f ~ \!~' '...., /. , .~:~~ , '" 'l~l./, -i) () r~ I \1- ,t \f I ----.. lO -- I Q} I 'r I 1;ll \ II: III I III' ',lIlt , l \ \ I I) \~J I) , II ,. ,II I~' I) I ~. I I 1:1 ~,) ::: I I ,\/ ~) '; ,. II III It' ,Ii 1(,1 \) II II r " / I,' ,I) II:I 1'1 (: I ,) IY II I . IJ I Il It' ('I f 11\ \r' I JI \ I I \i I,' IY1 .' J ~ l \ r' \ i! 1') \\ I I 1111 I J \ I '-I I I \ ~ I I 'I r' I ,. \11 G 0V 83 EB SINGLE ~/SIDELIGHTS OUTSViING UNIT NT5 THIS ~'ROovc.T is DESI",NED TO COMPlY \~IT1-1 THE FLORIDA WILDIN6 WOC \) Z f' /./ , \D z {t lU III Z \D Z LLl D Z <( \.0 ill () > li LLI \S) -I <( (t ~ I- \) LLl 1- -r \) it <( x .{ IL r~ I\) I\) 1-- 2 III . I III I, 1.11 1,1111 {J I C~ I.\) \~ I l{) '1 n- 1 -...... (1) n) ,~ I ql ' / I I.' " lL) j' \;\ II I) I J, ILl II I,) Ii) 1 I I ~ I t I, I / III I I, ) j It , ~ I \ I ;Y \il II Ill/ " {I (\ . I , \11[1 I ,j\1 II I \ I ~, \11 () II 1 IrJ III II II j',II'1 ,) \)/ / , 1,1 1 III j , I I " I, I ~ ) ," 1III ", I, j I ~ j ,\ I III d t Ii I 1I1II1 ) I I I I .{ ~ .{ 1-- CONTRACTOR TO fiELD VERIFY ALL DIMENSIONS, LOCATIONS AND ORIENTATIONS PRIOR TO CONSTRUCTION. PLEASE NOTIFY ARCHITECTlJRAL SERVICES AND ENGINEERING Of ANY ERRORS fOUND IN THESE DR-AY'iING5 OR OF ANY DRAV'iINGS THAT ARE NOT FULLY UNDERSTOOD, l PHONE (8IB) ~48-2812 - ----- ------_.._-----~._--- - ROBERT ~. Y'iALL, FE, 46021 ((; - I ~---~ -=.=- ~- ~~=- I \ ~&-~:z-- IT IS THE OPiNION Of' n'f: UK>II,[[R I,'AT 1,,[ DESIGN e-ONTAII,ED I~ITHIN Thl({; Pc.ANS "'l"D t.:",PEC-IF"ICf\TIONS ~AS pf-RrOR.H( L) I~~ AU01~D~E l-;lTlt FLORIDA f'l,JIU)IN.:, COlA: (2001 EDITIOJo;) see- liON Ib06 THE ,-",,() DCSI0" ~S e-ONOV<;-)ED iJ')INO A:<:[ 1 'e> THE Efo;.INEE.RS '.:.EAL PERT AIN5 Ofol, Y TO r "l S1l>J)C. TVRAL POR TION 01' TillS ~'E Tor' 1.)t::C,'C,I< DRA~"'H..us AND I~ O~~L'( VALID f'O(~ I=' t'\CJ",lf'", AFfER. D-IE DArE IT l~ SI6N(1/ ANt"" ':'CAl rCl , r;,\ I L Dote !(", /",_ t~ AS NOTED [)k~\(-"1f~ ~ 1'1 c 1,'0..11" T 00-0000 .\1 'if [_ II[' r-. 1 I 'L.. .. ,,-.,: , ,~!I, PRENDOR OUT -5Y'l1 NG DOOR DETAILS 805 / ,J Ll .1 Q <1 <1 LIST OF MATER.IALS ~~ @~--~/ -r I III)' HIN E:MElEDMENr 1/4' MAX ! _ -C 5HIH ~A6E ITEM DE5CRIPTION MATERIAL I fiBERGLASS DOOR fACING O.O~5" THK. TAN Y'iOOD GRAIN 6Y APPLIED COMPOSITES FIBERGLASS .2 FIBERGLASS DOOR FACING 0,015" THK, Y'\HITE SMOOTH BY APPLIED COMPOSITES fiBERGLASS 3 HEAD JAMB LAM, LUMBER 4 HINGE JAMB LAM, LUMBER 5 SIDELlTE BLANK JAMB LAM. LUMBER 6 4" X 4" BUTT HINGE 129~.(.O<::l1" HANGER> STEEL 1 **10 X 9/4" PFH ~OOD 5CREYi (HINGE TO DOOr<) STEEL 8 DOOR LATCH .$ HINGE SIDE STILE (LVL WFJ PINE FACE) LAM. LUMBER ~ PAK YiIK SPACER - 10 LATCH JAMB LAM. LUMBER II DOOR TOP RAIL VIROLA 12 DOOR BOTTOM RAIL (YiOOD COMPOSITE) COMPOSITE 13 COMPRESSION Y'l.EATHERSTRIP (LOXSGREEN LOXSEAL V-'4650) FOAM 14 **10 X 2" PF'H YiOOD SCREYi STEEL 15 LOCK BLOCK (1.581" Yi X 2.0" H X 21" L) mOD 16 **8 X I 3/4" PFH ~OOD 5c.REV'i STEEL 11 POL YURETHANE FOAM CORE (BA5f 2.0 TO .2,5Ib~./eq. Pt. FOAM 18 SIDELlTE BLANK JAMB (fINGERJOINT FINE) mOD 1'4 2x INNER mOD SUB SUCK mOD 20 SHIM MATERIAL (,25" MAX, THK.) - 21 f<Y"iIKSET 400 SERIES KNOB - 22 f<Y"iIKSET TITAN 100 SERIES DEADOOL T - - 23 OUTSY'\ING HIGH DAM BUMP THRESHOLD BY IMPERIAL ,05111 ALUM, ALUMINUM .24 OUTSY'-1ING BUMP THRESHOLD BY Y'-10RLD V'iIDE .050" ALUM. ALUMINUM 25 SILICONE CAULK DOY'i SILICONE **'4~5 SILICONE 26 **8 X 2 1/.2" PFH V'iOOD 5CREYi STEEL 21 NOT USED - 28 I PIECE MULLION (2 1/:211 X 4 3/8" LAMINATED LUMBer<) LAM. LUMBER .2~ ASTRAGAL EXTRUDED ALUM. (~R68P Y'iINOJAMBER II) ALUMINUM 30 ASTRAGAL EXTRUDED ALUM, (ULTIMATE ASTRAGAL BY ENDURA) ALUMINUM 31 NOT USED - 92 LIP LITE FRAME .5" GLASS (BY TRINITY/AMPAC) POL YFROP, 39 LIP LITE FRAME ,5" GLASS (ODL HP POL YPROP.THERMOFIL-P6-90FM03~1) POLYPROP. 34 LIP LITE FRAME ,5" GLASS (BY RSL) FVC 65 LIP LITE FRAME ,5" GLASS (BY SPECIAL TY/6AYLITE) POL YPROP. 36 ,5" INSULATED TEMP, GLASS (BY TRINITY) - :31 ,511 INSULATED TEMP. GLASS (V'iESTERN REFLECTIONS) - 38 ,5" INSULATED TEMP. GLASS (RSL) - 3'4 I" INSULATED TEMP. GLASS (6Y BAYLlTE) - 40 **6 X I 1/2" PANHEAD 5CREY'i (LITE fRAME) STEEL 41 **8 X I" PFH Y'iOOD 5CRE~ STEEL 4:2 **10 X .2 11:2" PFH I^IOOD SCRE~ STEEL 43 I^IOOD SIDELITE TRIM 5/16" X 1/2" PINE 44 loGA. PIN NAIL X :3/411 LONG STEEL 45 SIDELITE TOP RAIL (1.581" Y'i x 1.021" H) VIROLA VIROLA 46 SIDELlTE SIDE STILE (1.58111 Y'i x 1.021" H) VIROLA VIROLA 41 51DELlTE I3OTTOM RAIL (1.581" Y'i x 1.02.7" H) VIROLA VIROLA 48 HEAD JAMB (FINGERJOINT PINE) moo 4'1 HINGE JAMB (FINGERJOINT PINE) Y'100D 50 NOT USED - 51 LATC.H JAMB (fINGERJOINT FINE) Y'100D 52 1/4" TAPCON STEEL 56 **10 X 6" PFH I^IOOD SCREV'i STEEL lit}' ~,V",< :r C.-S,INK ~ / \,><:;,;:: ~ '~'I:"!;~ :~~ :"~\.,:;>~: "''':0' '" " 13 ~~;~j:~~..i~;~ fi1 t,.... '. .~: ".~ ~ :'.:'.~ .............".t... ,'\. .' P,> . :..........,...;~ ~..~ ~.:...:~~;~; ~.:::~.r;:.':. I 314' MIN :~t,;'.~5:. PANEL n~K .~.~:\.J 1-;':\4,' '; ;... . 'f" . f- ~ ~ .c: UJ !~ ~) u. 21 ~ () f- )( r ot oQ } UJ . ~. in _I pi ~ 0.. . ,,~i:h-::,- ~1ERIOR l~~:~'>~y:. INTERIOR , ';.'....I.:.\I.~ ~. .... ')~ ..... ~.~~' ~ i':'..~'" ~ <?:i~>;' ~t ,::.~ ~'.:'~':. 1,:'.,',.\,. '7:V \ /-,'. ~2\~Jl{{f: i.... ...~,.~:t'.:.~ ,,;';: .,~. ':.:' ~ . " " 6 ~1 .1 -l-- I I/~" HI~. EMBEDHCI'H -4_ ..- -l ~ VERTICAL CROSS SECTION DOOR PANEL INAC,TlYE -r , ;3/4" HIN. PANEL THI<. L ...."iRA<;AL RETAINER DOLTS (4) DOLTS TOTAL. (2) t} 0" L l( 0 ~12' DIA III TOP l (2) eO" L l( 0.;'12" OIA. .. BOTTOM ~ HORIZONTAL CROSS SECTION OUTS~ING UNIT ~INDJAMBeR II A5TRAGAL Mf'G BY Gl:.Nl:.515 ARCHITEC.1VRAL. FROOUCT5 ~..c:E NOTe ., HORIZONTAL CROSS SECTION @ --- -- -- ------~----- - ._-------------~-- - LATCH ~ SIDELITE lJNCLlFPED MULLION -r- I 3/4' MIN PANEL THK .-L ~__L ~ ----- ~- ~~ C,CE NOT [; "3 iJ .1 I) <1 ~---------- -----.... ---I , 1/0" HIN U1f)(DMCNr 1/4" HAX ! J ~11M ~N;.c; I/e'H~."J c.. S,il ~"h. @ SEE NO' E 02 f- [ -D Ilj :t: i! if, 11. 2i II' UJ > () SEE GLAXIN<7 ---- DETAILS ,. " I .t ,~ 1 '~ h ul ~ ~ II. 1- ,(~ 0( _ ~ I~ Q \) ~ -j () t:XTERIOR INTeRIOR E@ ~ <1 ---l- .j 4 ~ Q 4 ~ VERTICAL CROSS SECTION SIDt: L1tSHT PANEL INAC,TIVE: -r , 3/4' MIN P ANE:L HIK -L A"TRA&AL F.cT....'NER DOLr" (2) DOLl~ Tor....L (I) ''l ~/4" L )( 0 ~12' DIA. 0 TOP I (I) I~ 3/4' L )( 0312' OIA 0 BOTTOt." ~ HORIZONTAL CROSS 5ECTION OUT5~ING lJNIT UL.. TIMATE ASTRAGAL MF6 BY eNoURA FRODUC T5 CONTRACTOR TO FIELD VERifY ALL DIMENSIONS, LOCATIONS AND ORIENTATIONS PRIOR TO CONSTRUCTION, PLEASE NOTifY ARCHITECTURAL SERVICES AND ENGINEERING Of ANY ERRORS fOUND IN THESE DRN'iINGS OR Or ANY D~INGS THAT ARE NOT FULLY UNDERSTOOD. PHONE (813) q48-:2812 L_h______ __.__._________.____.. _, ROBERT ~, YiALL, PE. 46021 r - ..:-.:..-. ---~- -- ........ , l & #A.; ~.. -=-~ B _~J_ - --- - -- -- - --- - ~- ~ 1IlE [N6jNtD~~ S:.-cAl F.t:.Rri\II~') (Jll~ r fl.) 1..{ SlR\JCT\Jf~AL PQR.ll(,)N or T!IIS (~'L' ;1; L'L-::',)~4 Dr~.AY'11N6:;' AND l~) oril)~ ""LIt) rot--l. ! ' H\A'lTII , Ar"JER, nie OJ\"JC Il IS :,!6t,CL.> Al4tJ '~Cl\; cr/ If 15 lHE OP,Nl(J1'1 or THe [~k:'!~lLR d" I 111L DtSIG~~ C-Of~T^INtD r-lITHIN (I.C~.,C f"I,;".r.,,,) ^''If 51":' WIC^- nOf-iS ~"4,S Ff.f<r(A<t 'II () rr'i ACCORDAt<.-.E V;ITH '.LCRIDA L'<..Jtl Cd'.<,. (OCt (2001 EDITIO"j ~'[GTION 'f>Gf" r,,( ~'",l' r't.'>'"., Y\A~ c.ot'OVC.l CD \i;.lt,v A-:<. r.1 "C', F~ II'\()( ( ----.' ~ ~l~" i {, ~.(~~ ~;1.~~.,~I..~:~ , '''A~j ~ :.)'U \tF~~ '~' '~. \>', I I _./ I - ''-:'.i " :- ~iC' t'~ "~ \ .~ ! '.; , ~ I- l', , ! ' J,' ~~ .,' '.. :., /\~ ~~S' ~Ii~~~. ~,-;.o,< , 4;' u. ~., \:~. ~ ~ \\ #l~" ~ "''\ '-o~~l ./ . \ . .i..., ( ), "I , , " J:'J,i \ , it'. \ I 0 Z I ( , , I ~ 1111 ! \!) ~~ d: I. I -i) I \11 Z . -- iii' I II) 0 ,) I I, - (f) r~ ' (II:: it \n I ,I) \1' I \)- " II ,'I iLl I ,t II' \!I 1" '" iLl ~"( i \1' l,~) :;: \ " I I Z () 1 -, ,I) ~ ) I I (n ' II Ii II) 1I '" - Ii) , [I \!) () \\ II " "-- ) --.I , I Z -- " II. ,I, , L I : .. II ,'I LLI I 'Ill I'J I X ( , , \-, I ,. I ~ II .,' D :-) III _I ll_ <II lr j I , ' I Z I \I "I 1 <( Ii I Ii I , \\) \ 1 U' ',\1 II (I I \f) l\) I I J /1 \-- \\ ~,: \ ) lLl () II' , " I I' 0 10 I \ , 111 1" Ii - 1:111 > 1111\\1 ) , ) '" I I it ir) I ;1\ r. 1,1 I) ill <I'll III \i) I I, III) \fl I 1,1 III III lj C. , III I , I , ~t d) I11' I _1 I ) /1 II ~ ,t I (l \') <( \1- ;~ ,I' 'II I Ill' it ~~ -, / \) (, m , I ( '1 d 1 =:J ~t d) I 1 q i 1- '--- I 'iI 1\ " 1- \J) I It' (, I'r -- I \~ III 0 II II () '1'1:1 ,I) D' / iLJ \- 4: / 1,1 < ,'I I 1- "t ~ r I r 'r II' - r. \r 1< =t .,t \) \I 'I' I- 1,1111 <1\ 0 \llllll:1 Iillll I I I (t 1 I ~ <( ~; ~ ,,> ,$>; L I )/, n_ Dote _ . ,\,_ L' AS NOTED 1"I.<,'V-,:-" [,'- ,~I-P c"/ DY ~'j-......,- '_L"'. J 00-0000 III [ : I, I " iI ' I" ''I PRENDOR OUT -SV'i1 N6 DOOR' DETAILS SD6 c LIST Or MATERIALS ITEM DESCRIPTION MATERIAL I FIBERGLASS DOOR FACING O.O~5u THK. TAN Y'iOOD GRAIN BY APPLIED COMPOSITES FIBERGLASS 2 FIBERGLASS DOOR FACING 0.015" THK. ~HITE SMOOTH BY APPLIED COMPOSITES FIBERGLASS 3 HEAD JAMB LAM, LUMBER 4 HINGE JAMB LAM, LUMBER 5 SIDELlTE BLANK JAMB LAM, LUMBER 6 4" X 4" I3UTT HINGE 129Q,(,O~1" HANGER) STEEL I #10 X 3/4" PFH mOD 5CRE~ (HINGE TO DOOR) STEEL 8 DOOR LATCH ~ HINGE SIDE STILE (L VL Y'VFJ PINE FACE) LAM, LUMBER ~ PAK ~IK SPACER - 10 LA TCH JAMB LAM, LUMBER II DOOR TOP RAIL VIROLA 12 DOOR BOTTOM RAIL (~OOD COMPOSITE) COMPOSITE 13 COMPRESSION Y'iEATHERSTRIP (LOXSCREEN LOXSEAL V-Q650) fOAM 14 #10 X 2" PFH mOD SCRE~ STEEL 15 LOCK BLOCK (1.581" ~ x 2,0" H X 21" L) mOD 16 #8 X I 3/4" PFH ~OOD SCRE~ STEEL 11 POL YURETHANE FOAM CORE (BASf 2.0 TO 2,5lbsJeq, Pt, FOAM 18 51DELlTE BLANK JAMB (fINGERJOINT PINE) Y'iOOD I~ 2x INNER Y'{OOD SUB BUCK Y'iOOD 1--, 20 5HIM MATERIAL (.25" MAX, THK.) - 21 IG^ilK5ET 400 SERIES KNOB - 22 KY'{IKSET TITAN 100 5ERIES DEADBOL T - 23 OUTSY'{ING HIGH DAM BUMP THRESHOLD BY IMPERIAL ,051" ALUM, ALUMINUM 24 OUTSY'{ING BUMP THRESHOLD BY Y'{ORLD Y'{IDE .050" ALUM, ALUMINUM 25 SILICONE CAULK DO~ SILICONE <<QQ5 SILICONE 26 #8 X 2 1/2" PFH Jl'{OOD 5CR.EYi STEEL 21 NOT USED - 28 I PIECE MULLION (2 1/2" X 4 3/8" LAMINATED LUMBER) LAM. LUMBER 2~ A5TRAGAL EXTRUDED ALUM, (Y1Rb8P Y'{INDJAMBER II) ALUMINUM 30 A5TRAGAL EXTRUDED ALUM. (ULTIMATE ASTRAGAL BY ENDURA) ALUMI NUM 31 NOT USED - 32 LIP LITE FRAME ,5" GLASS (BY TRINITY/AMPAC) POL YPROP. 33 LIP LITE FRAME ,5" GLAS5 (ODL HP POL YPROP,THERMOfIL-P6-30FM03~1) POL YFROP, 34 LIP LITE FRAME ,5" GLASS (BY R5L) PVC 35 LIP LITE FRAME .5" GLASS (BY SPECIAL TYIBAYLITE) POL YPROP. 36 .5" INSULATED TEMP. GLAS5 (BY TRINITY) - 31 ,5" INSULATED TEMP, GLA5S (V'iESTERN REFLECTIONS) - 38 ,5" INSULATED TEMP. GLA5S (R5L) - 1---- 3~ I" INSULATED TEMP, GLA5S (BY BAYLlTE) - 40 #6 X I 1/2" PANHEAD 5CRE~ (LITE fRAME) STEEL f---- 41 uB X I" PFH mOD 5CRE~ STEEL 1---- 42 ulO X 2 1/2" PFH moo SCRE~ STEEL 43 ~OOD SIDELlTE TRIM 5/16" X 1/2" PINE 44 16GA, PIN NAIL X 9/4" LONG STEEL 45 51DELlTE TOP RAIL (1.581" Yi x 1.02111 H) VIROLA VIROLA 46 SIDELlTE SIDE STILE (1.581'1 ~ x 1.021" H) VIROLA VIROLA 41 SIDELlTE BOTTOM RAIL (1.58111 Yi x 1.02-1" H) VIROLA VIROLA 48 HEAD JAMB (fINGERJOINT PINE) ~OD 4~ HINGE JAMB (fINGERJOINT PINE) Y'iOOD 50 NOT USED - 51 LATCH JAMB (fINGERJOINT PINE) moo 52 1/4" TAPCON 5TEEL 53 #10 X 911 PfH Y'{OOD 5GREV'i STEeL EX1ERJOR INTERIOR INTERIOR 1/4' ~1A><; 1 Cij^OE ~ INTERIOR p ~ -r I =,/4" HIN PANEL THK -L ~ .... <J ~ - 0 -:.--;,~~~ :::~::~~~~:(;:.:f(~, r~-/ ~':'~~.' .~ .'\,.1"., ~ ': ~. ". ~.' .....t 'l.~I. ,:':. '.~I "!....\..~' "~:-.'...,::'t.:,.:\.:~.. ::'\:.,' I'll!) HIN ~MBWMUiT E><1ERIOR '0'([ N01 [ "2 c-CE: ~'OT!; "I c'[[ NOl E -I 0?--- ~2~~2~!::_CR055 SECTION ~ S/DELITE TO DUCK ~ HORIZONTAL CROSS SECTION HIN<$t: TO SIDalTE ~ UNCLIPPED LAMINATED MJLLION tJC...EV V'illl-i CONTINIO\.l5 HEAD . TI1RCC.A1OLD 1/-1' ",' "- S"HH1 s>p,:"c..c 1 p <J INTERIOR !7 INTERIOR -, I 3/4" M1N ~~ HORIZON~~~_~~_~:tS~Ec.TION 1..ATc+i . SIDELllE VNCLIPPED MULLION ~ HORIZONTAL CROSS SECTION HIH6i: TO SIDalTE ~ DOOR . SIDE-ITE JNIS FOf~ CONTINI~ HEAD . l11RESHOLD (FI~ER JOINT PiNe e.Hoi"IN THIS CROSS seGoT!ON,l I/()" lEI-1P GL"':;", [ GENERAL NOTES ___u__. --t--".- ^'" <,PAU It \ ~1 -lie" l[MP GLASS- l' ..I "J I. SPAGlNC> f"OR ITEH 044 THE PiN NA'L ATT^<:.HINC> THe 5'DELITE TRI~1 '''' A~ rOLLO'~C. ~OP 1 8QHOH (I) AT :I O' FROH tAiTS't::>E C.ORNE.R "'1TI1 (:;I) MORE 3 1S' 0 C ",IDES ~ROM 01" DO"'N, (I) AT 2.'1S' FR.oH VE:RTICAL CORNER.:; nllH (6) MORE AT 14 O' 0 C HAX. SPAC,lN6 FOR ITEM .40 nlTH "'2; TOP 1 OOTTOM (I) 5C.REn IN THE CE:N1E.R. SIDE:; FROM TOP DO"'N, 3315', Ie 0', 31 1S', 41 b:lS AND b2 315" ' SPACiNG :OR ITEH 040 nlTH ITEM ";'\;'1; TOP 1 L'\QTTOH (I) 25" FROM EAC.H HORIZONTAL ;ORNER "IDE:; F"'.oH TOP DO'~N 3315', "'25", 210., ='8.1,", SO." 1 b2.315' "PACINC> FOR. I1EM .40 nlTH "31; TOPIDOTTOM; Ii! 25. FROM HORIZONTAL C.oP.NER" ;'De~ 'ROM TOP DOv-.r.. -, 315". 2012S' 328-'5", 45 b2s' 1 0,831S" :> :>PACING f"OR. 11EH "40 f'l1Tf1 ITEH "35 TOP I DOTTOH (I) -'S" DO\'\N 115' OVER FRQt1 HORIZONTAL CORNE.R:; SIDE", F ROH TOP DOV'<N, 1315', 2b 5', 3~ 25" 1 52 ':.25' ( :25 6. ~HE S'DELiTE I:; HELD 111TO THE FRAI~[ IN THE I PIECE MVLLiON APPlICAlION nlTH 11[1'1 "14 "PAClljG ,0.:; FOLLO"'S: HEADER AND THRE~D: (I) SC-RE'" 3 0" FROM EAC.H H.oRIZONTAL ;ORNER JAM{J SIDE: (I) AT b 0" rfi'011 [AO, V[RTICAL CORN(R "'ITH (4) MeRE [WALL Y "PAC[D AT THE HIN6E ~tJlllON THE: SIDEUTE Ie, HELD IN "'ITH (2) ITD1 142 AT EACH IW'6E LO-:'ATIO'; AT EAC.I1 51RIK.,e ~1VLLION THE ~IDELilE I~ HeLD IN nlTH 11(1-1 142 SI'AC.CD b 0 FROM TOP AND BOTTOM r.-ORNERS ....ITH (4) MORE EOJALLY sPN;.l::D 2, Ife' TEMP GLAS:; ~, THE ;,IC>ELITE I;' HELD INTO THe n~AME IN THE 2 p'Ece /o-1JLLION APPLICATION '~ITH 11['1 "14 ("10 X 2') SPN;.IN<:;. AS FOLLO>'iS. HEADCR AND OVTSV'<INC> THRESHC>LD (I) SC-REV'! 30' r Rn-i E~CH HORIZONTAL CORNER IN THE INSV'1IN<So APPLICATION U:,[ 11E:H "53 ("10 x 3') IN THE./ IN:.>V'<IN6 THRESHOLD SIDES: (I) ,o.T 60 FROM EACH VERTICAL CORNER rilTH (4) 1'-10""[ COVALL Y sPAC-ED ~--.... 1/2" INSULATED TEMPERED GLASS (&-.--==:= ' (ODW _-...... (1 " ~~. " 4. SP^C,lNC> rO~R ITEH "41 ATTAC,lHNC> THE .~INOjAH6ER AS1RI\(;AL TO THE INAG11VE DOOR 'S AS f"OLLO,",:>. rR.oH 1\'E DOrrOH up. 10", 3 0', 50-, 200" 3D 15- 1 5115" FROl-1 THE TO~' DO~'\N_ 10', :3 0" 1 50- ' INTERIOR 5, :,PAGiNC> FOR ITEH 141 ATTACHING THe (NDORA ASlRAC>AL TO THE 'NAGTIV!; DOOR IS AS FOLLOri:, FROH TOP DO""" (:I) ~--.(.RE"'S AT 3 0' DON< N'jD t,()' N-"ART 4 0' 110' 1"10 210",3..0'. ..0', SIO", 5() D15' t.b DIS', 13 D'1S', 1 (2) /'-T 14 ()'Is. bD' 'APA~T T1;U<I: 1";-0 (I) ADDll10NAL "D X I 1S" DEC.K. SCRE.~ AT 51'5- DOrJ, FROH TI'E TOP. ALL 1HE SC-R[ri:, COMING DOViN THE ASTRAGAL APE STA6VERED EXCEPT FOR THE: 115" 5C.R[V'! IT ,- CENTERED ON THE A:;TR.MAL - ':> I/,~' :,l[[L Ir~'[Rcr.PT sPACCR EXTERIOR i 1.-1![\ - _:~ ___.-- J/.l -----1 -l--\ ~X ?' :fl --lfD 1110( .J -{J 1 r r-~"'" GLASS, (l;;) I" INSULATED TEMPERED GLASS SD1 (SFt;CIAL.lY 6AYLI1e) ;'R ".PACE INTERIOR P R EM DO R@ 'EXTERIOR DOOR PRQZ;VC re" I OU r..s WING F/DUlGLASS (,fj OPAQUE SWING DOOn Willi AND WI T/lOU r SIDELlGlfTS l[HP GoLAS:; -. CONTRAC,TOR TO FIELD VERifY ALL DIMEN510NS, LOCATION5 AND ORIENTATIONS PRIOR TO CON5TRIJCTION. 1/2" INSULATED TEHPERED GLASS PLEASE NOTIFY ARCHITEC,TlJRAL SERVIC.E5 AND ENGINEERING OF ANY ERRORS FOUND IN THE5E DRAY"HNGS OR OF ANY D~ING5 THAT ARE NOT FULLY UNDERSTOOD, (TRINllY / AMPAc.) PHONE (819) q48-2812 r t!fiJ;; \-- E?---- f._iL8-2Dn41-=- "--.. ---- THE (f'~INEE.QS ~--.€AL P(RT":"I~;S Cf,.....T III l'lt 5fPOCn;R..AL PQRflQN or r,tl0 'v":":T (" r'I".)I~_I. D~"'1H'i6~ AND I~ ONLY VAUf'/ '-Cd? 12 ttt,fll'l... AF1ER. 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