|
GENERAL, N OTES
<br />1. SPEC,IFiCATIONS
<br />{. {. CONSTRUCTION:
<br />I. I. 1. THE Pt.ORIDA BUIL..DIN6 CODE (2001 EDITION
<br />W1TM4 2004 aRPLEM@fT') SECTION 160
<br />1. I. 2. THE FLORIDA BUiLDIN6 CODS - C IAPTM S5 POR
<br />CONCRE'I'13, M1A90 Y AND WOOD DE516H CMTMU
<br />I. 2. DESIGN t
<br />E. 1. Tl� PLOR }DA E3UILDIN6 GODS (2001 EDITION YUTH 2004
<br />�1T) 5EGTION 1604.
<br />1. 2. 2. TI FLORIDA BUILDING GODS - CHAPTER OS FOR OONGRB - M
<br />MASONRY AND WOOD DP516N MTERIA.
<br />i. 5. GEOMETRIC, CONTRO t
<br />I. 3. I. iE.E°•/AT10NS AFL° BASED ON NATIONAL &EOPETIC VERTICAL
<br />DATUM OF 1924 OR NORTH AM- J AN VERTICAL DATUM OF
<br />1986 ENAV000), AS APFUCABtA ALL SURVEY INPOlWATtON
<br />PROVIDED SY CLIENT.
<br />1.3.2, LOT LAYOVT, PLA4a-IE4T AND ELEVATIONS ARE
<br />PROVIDED BY OT}E3
<br />I. 4. SHOP ORAWINOS =
<br />1. 4. I. THEFZ SHALL NOT ESE AI4Y DEwVIATiONS FROM Tf E DE916N
<br />PLANS BY OTHERS DURING TH13 PFZPARA110H OF 34IOP
<br />OP-MIN60 WITHOUT WRLTT>:'N APPROVAL PROM THE! 061NEER
<br />OF FX40w.
<br />1. 4. 2. ALL SHOP DRAdMIN66 ARE TO BE St.6M1Ti TO TM
<br />E7J6 MM OF RECORD PRIOR TO TM Ojof-�fT OF
<br />CONSTRUCTION.
<br />1.4.3. ALL ROOF AND FLOM M% SHOP ORAWRi63 ARE TO ESL
<br />016NW AND SEALED AND SHALL INCLUDE ; 0RAYUN60 AND
<br />CAL4VLATION9, REACTIONS AND SE`ASitN& POINTS, BRACING
<br />REWIREMaM, LIFTING LOCATIONS, AND CONWTIONS TO
<br />%I POf;mm5 TIC$ ME 1 RS
<br />2. PESI6N LOADS
<br />2. 1. DEAD LOADS
<br />zLl.
<br />RILE.
<br />2. 1. 4.
<br />2.131.
<br />2. 1.8.
<br />2. 1.10.
<br />2. I. IL
<br />2. I. 12,
<br />2. 2. LIVE LO :
<br />2.2.1.
<br />2.2.2.
<br />2.2. %
<br />2.2.4.
<br />2.2.5.
<br />2.2.6.
<br />2
<br />2.2.6.
<br />2. 2. 9.
<br />,
<br />I
<br />,
<br />,
<br />120 POF
<br />1 93 PS
<br />1
<br />2 9 FLF
<br />1 2 PLO
<br />a PW PSP
<br />20 PM
<br />20 PSF
<br />25 FW
<br />5 Per
<br />I5 PW
<br />to For
<br />4. MATERIALS
<br />4. 14 REINFORCING STEEL t
<br />4. 1. t. RE(NFORCEN& STEEL SHALL Ea A5TM A615 6RADL' 40, f IJ ■ 60 Kst
<br />4. 1. 2. REI?FORCEiN6 LAP 5PUCE9 5HALL Ba A MINIMUM OF 40 BAR DIAL- >Ir`f1:7t9 IN Lz
<br />4. t.
<br />S. ALL DiMMalONS PERTAINiN6 TO TH13 LOCATION OF RON'ORCI86 ARE TO THE CENT'BQLI:a OP
<br />EACH BAR t' 4Wr PfCPS THE COWER DIMENSION I$ sl-1 Vd TO THS FALL or 1141: CCRtCRET.
<br />4.1.4. REIN'ORGEIN6 W.+ MCAL COUPS.fR9 ARE TO MNTLOP 12376 of, THE f MIR YIEiD
<br />STRENGTH OF THE BAR AND ACM TO 5E APPROYW BY TM EJ61NM;t OP RECORD.
<br />4. 1. 5. DE ION COVER RE OUIREME34T9 ,
<br />C-t-P CONCRETE FORMED AGAINST EARTH , 3'
<br />C-I -P CONCRETE E>POBED TO EXTERIOR , 2'
<br />C-i-P CONOREM NOT EX , I9 4l
<br />&R FILLED MASOI4RY ,
<br />PRE $TRESSED OCNORETL LINTELS , 11/2
<br />PRE CAST 6ROLJT PILLED LINTEL , 1 1/2'
<br />4. 2. GONCRET S It
<br />4. 2. 1.
<br />2500 P P
<br />00 PW
<br />40 PSF
<br />100 Fee
<br />loo PW
<br />20 PW
<br />40 PSP
<br />5 PSF
<br />20 P$F
<br />t0 PW
<br />G-I-p CONCRETE
<br />C-I-p &ROUT
<br />PRE OAST CONCRETE LINTELS
<br />PRE STRE98" COWMTO LINTL1.S
<br />MIN. 26
<br />DAY
<br />DESIGN (f-4)
<br />MOt7VlJ19 O'
<br />ELAhTiGfTY
<br />DE- 0
<br />2,500 Pet
<br />3.000 K61
<br />2,000 pet
<br />2 00 rat
<br />$ Pet
<br />4000 Ksl
<br />5 Pat
<br />9 ^00 Kst
<br />4.2.2- GOMY.RET13 SHALL CONSIST OF I• MAXIMUM A66RE3(SATL" CONCRETE MiX WITH 9LUt -V D-5 rMM
<br />W AND 71' AT TIME OF PLACES -TW. OW SPECIFiCATIONS FOR ADDITiO`fAL C.* 3X
<br />4.2.01. Tt>£ &ROUT OHA" CONSIST OF A FINE 6R.CVT MiX AS D£SGRIBED tN ASTM G 414 A'VD
<br />PROFERTf SPECIFICATION$ AS DEFIIW iN AGl 9801- tb.2,1 OR 1 .6.22
<br />4.2-4. 0O4 JOINTS NULL OE PERMITTED ONLY AT THE LOCATIONS INDICATED ON 'rra
<br />PLANS. ADDITIONAL GONSTRXTION JOINTS OR ALTERATIONS TO THO58 C4WtN SMAJ.
<br />REM IRE: WRITTEN APPROVAL. FROM T}B: E461NEE R OF RECORD,
<br />4.2.5 tertiOD oP CONORM F=ORMIL46, PLACID-TTCT AND OVWN6 SHALL 813 CONPi)61ED IN
<br />AGCORDANCB WLTH TH13 SPECIFICATIONS AS STATED.
<br />4. 5. CONCRETE MASONR t
<br />4. 9. t.
<br />LOAD 38AR11116 COWAMM MASONRY BL
<br />2. 3, 1. ALL RAOLiNO AND 6VARD RAIL SYSTV4`S ARE TO ESL DE!V& D TO
<br />WITHSTAND A CONCENTRATED LOAD OF 200 Poom APPLIED AT ANY4. 4. ST'RUCTVRAL LUMBER t
<br />POINT AND IN ANY DiREOTION.
<br />2. 4. WIND LOAD* t 4.4.1. MAXIMUM DESI o VALUES n M.. I» r
<br />2, 4. 1. MW DESIGN TO B13 CON3WOTE0 IN AGGORDAWA WITH THE FLORIDA , fV 0
<br />WL _
<br />B PING COD13 (2001 EDITION 001114 2009 3U �iTJ
<br />PPL SECTION 1604
<br />AND CONDUCTED L3A%V ON AWE 1-05 WREFUOR/EXTERIOR PRAMiIi6 2x(4) 1500 P•I 823 Pet 90 pat WOO K47
<br />.
<br />2, 4.2. LR'LIFT VALUES AR8 SHOYN ON r,9 DE516N F PRA N&S. EXTERIOR RAMiN6 ZOA 6 00 AND e) 1,2 r t 650 Pet 90 Psi t fx" K61
<br />it
<br />2. S. THERMAL FORGES t FLOOR FRAMING 2x(0 AND 10) 1500 Pw 125 Pal 40 Pot 1,100 K ,
<br />Amt V 6 O, GON3TRUGTION .
<br />T1 RATUR13 RISE, 251
<br />FE
<br />TEMPEAWA FALL , 35 F 4.4. 2. ALL PLYWOOD USED FOR EXTMOR APPLiCATIOa SHALL. COi� U14
<br />ORM TO VoLTARY
<br />2. 5. 2. M =4AN RE.ATIV13 H UC
<br />,MIDITY , - T5% PRODUCT STANDARD PS 1 AND SHALL 56 "A RATED 5HEATHIN& EXP 1.
<br />4, 4.3. ALL PLYWOO LEN'S FOR INTWJOR APPLICATIONS SOCH AS %a FLOOW" AND SIr7'.AR
<br />CREEP AND SHRINKAG t PA RA LL CO TO VOLUNTARY PRODUOT STANDARD P$ 1-.83 AJO WALL b3
<br />2. 6.
<br />4,4.4. IF OSt3 BOARD IS TO ESE VSED IN F'! AGE OF PLYWOOD IS TO HAYS SIMILAR SECTICA
<br />ALL LOSSES$ IN AGGORDANCE HTH AGI 916 PROVE RTiES.
<br />SEISMIC, LOADS s 4.4.5. RECEIVE 541 TANDARD GRADS PRi".SSUREATRP.ATiNG IN CONTACT WITH GONCR_1E 13 TO
<br />4.4. 6. PRESOM TREATED 5Tr4)6TUthL LL , 110M 13 NOT TO 66 U5W FOR ANY NTERIOR
<br />2. 1. 1. SLi9MiG OATWORY 'A' F fT.Am 6.
<br />2. 8, DI= FLEGTION* t
<br />4.4. 1. HIEN PRE FJ1612 EPW TRI139E9 AiV JOISTS A S CALLED FOR ON TTY' PLANS, TM
<br />MkWAO1L$0Z 15 TO SUBMIT SHOP DRAINING$ TO 11 SSINEER OF REOU ,
<br />2. 6. E. FLOOR TRUVE -ES 5HAL LIMIT D1l9.,$GT1ON TO LA-'60 TILES 4. S. FASTEN R5 AND TIE DOWN t
<br />TMM SPAN POR LIVE LOADS AND L/240 Ttl PW T1$ SPAN
<br />POR TOTAL LOAD.
<br />5. DESI(5N METHOD 4. S. 1. F ASTENERS AND TIE 001'049 SHALL CONSIST Of Wr A.'R$ NOT LIMSTE, TO,
<br />SHAPES, ANGLES, CHATL'r 5 , ASTM A96 ■ 36 Ka7
<br />ROUND METAL PiPE , AS11-I 4153, 6RAD3 5 • 95 KeE METAL 5. {. LOAD FACTOR DE5 {6 N : ROM S N6114 �TS # AOTM TM A325' s RJ ■ 4451CSt
<br />MACHIM BOLT'S , 6ALVANIZW AS1M A901
<br />3. 1. I. THE LOAD FACTOR DESE6N t- tEYHOD ?" V5ED TO DEMON r 4, 5, 2, %iEET METAL AGGEOSORiM SHALL GOt'6'ORM To. ASTM A446 OR ABoN AO^W ■ ' Kai
<br />CAST -4N-PLACE CCN ft L' SLAW AND FOOTM69 HTH $40 6ALVAWZED COAT" tN ACCORt)ANG£ WITH ASTM A%2 . �
<br />5, 2, SERVICE LOAD DESIG t 4.5.3. ■ 0.113', 0d ■■ CONSIST • O.tGOMMON NAB NAILS AIW MINIMUM DIAMETER AS rcU., � , 6d
<br />5. 2, I. T}O SERVICE LOADS DE5i6N METHOD Y" VSIW TO DESIGN , 4.5.4. ALL rASTEN00 AND 1'113 DOPW M BeWDED IN GOW F--M oft Q= R4 AN Zxn: R c R
<br />MA.WWY WALL.$ AND LIMES APPLICATION A" TO 190" E AN ANTI- GOKROOIYU COATING PRIOR TO IN9Tr\L l A11C•N.
<br />INTERIOR AND . WOOD FRAMM6 AND 3ii£ATkING 4, 5.5. ALL. FA ENE VI
<br />RS AND TIC 00140 ARE TO PROD13 THU W'UFT CAPACITY CALL W P�;R IN
<br />ROOF PRAM411iG,
<br />STAIR$ AND P Si 009 FRARA MING Th W4,
<br />113 PLANS AS A MINIM 5}B!A'fHIFt6 AND UPLIFT
<br />4, 5. 6. ALL FASTS M TIE ivy", MAM HAN&E RS, JOIST HANGERS, AND FLOOR 1T�U� 0 SYIYA"OM"IN6
<br />3. 3. LOAD FACTORS AND C O MBI NATIO NS = ARE TO 1313 INSTALLED IN A , 00FWANO13 NTH THM PLANS AND MAmwACTLvz R
<br />SPW FICATU",
<br />4, $,l- CONCRETE° W4XpDED 'J' WL.TS USED FOR UPLIFT ARE TO BC YET SET PRIOR TO 1 : T'1AL
<br />HE
<br />3. 3. 1. T FOLLOWING LOAD OOMBINA110N$ WERE DMIONIED FOR , SET OF THIS GONORRL'TC, SPADING AND AL 101M NT ARM TO Be IN ACCORDANCL' NTH TEiL'
<br />TOTAL DL 4 FLOOR LL f ROOF LL DESIGN PLAN$.
<br />TOTAL DL ♦FLOOR LL • M
<br />4. 5. 0. C4WR" O�EDDED TIE DOWNS VSED FOR 1171153 AND WALL LPLl" ARE To 1913 PL s�4.ED
<br />TOTAL b DL 4 M ARMID EMBEDDED RSIWFiOR.GIN& PRIOR TO PLAGIN$ 6ROU'T.
<br />9. 3, 2 O THE GAEL OF WIND LOADS, AN AL LOWABIZ OVER STRESS
<br />O A AO1WERS' ATTACHMENT DETAILS, TO TAN
<br />TO AOM NW FORGE FX5jS
<br />p ILEA& Cm BE GONSIDCONSIDERED. 4. 5. 9. ALl M84 iEVES ALL REHIRE MOO DETAILED.
<br />3. 3. 3. ALL. ROOP AND R3OOR TRUSSES SHALL 313 DE'.Sl&NW TO RESIST
<br />,O
<br />T WORST LOAD COt�INATION RESULTING IN THE MAXIMUM
<br />STW60ES PLACED ON THAT C0H'ONENT. BOTH PARTIAL., HILL,
<br />AND ALTU;VAT1N6 5PAN LOAD1N& ARE TO B13 CONSIOtREO. �+■� ■ �,..,�.�
<br />5.4. DESIGN ASSUMPTION =
<br />3.4. 1. PAWATiONS ARE DE61ONED BASED ON A PRESUMPTIVE BEARING
<br />OAPAO11Y OP 2000 POP ON UNDIST OOiL OR ROCK, IT IS
<br />T' a REWON51BLII
<br />IY OF TTY CONTTRAOTOR TO VERIFY 11113 SOIL
<br />CAPAGITC AND REOVIREZ�tT IN LIES) OF A ROISTERED
<br />6EOTEGHINICAL REPORT.
<br />3.4.2. ALL COLUMN AND WALL FOUNDATiOVS ARE CE°. MaRW UNDER T1-a
<br />C- 01AIMN9 AND WALL.$ VW1265 5HOWN O11�I5L NOTED IN THE
<br />DES16N PLANS.
<br />5. TEWITE PROTECTION
<br />5. I. TOEATMEN (SOIL CHEMICAL SARRIE R METHOD)
<br />5, I. 1. FOO "20J -A P9FJ W E r VON Y�M6C 4 IDENTEPIE5 TF$ TERMITE TRMATM[3iiT PRGYOM AND
<br />ND
<br />NEED FOR PE- M A TREATMEXT CONTRACT RMOvAL .,HALL. 09 PROVIDED. THIS
<br />516N SMALL BE POSTED NEAR TM WATER HEATIE R OR E.SOTRtG PANEL
<br />%L2. PEG R320.TCONDQ45AT5 AND ROOF 0" SPOUTS SHALL DISW4AR&9 AT � EA`3T I'-O' AVAY
<br />PROM BUII SING SIDE MALLS.
<br />FW F$20.Ib M;U6ATiON/SPRIWAX R MTE MS WGLVOIN6 ALL RIS1M AND SPRAY READS
<br />OHALL NOT 1St: INSTAL I - W WITH I'-W OF 11C IWILDIN6 SOB 1 13 .
<br />X OG L 4. F 8140 -'to PROVIDE FOR INSPECTION FOR TERMITE iNFESTATION, ESt131 L M 11A.LL
<br />0905RIN& AND FINAL EARTH GRADE SHALL NOT 813 LE$5 THAN 6 INGHE$. LION PAINT
<br />OR VO ORATlYE CEMENTiM FINISH LEW THAN 5/6' THICK ADHERED 0`AJZTLY TO THE
<br />FO JJ
<br />"ATiON NA
<br />3. L $. FWfW0JJ - INITiAL TREATT-t2=T SHALL IM Cad A TER All I W.AVAT ION A 0 BACK FILL 13
<br />COMPLE:Tk•.
<br />% L 6. FW 832012 -00L DISr RBED AFTER THE INITIAL TREATtIENT SHALL Eye RL`TIREATED
<br />INCLUDING SPACts BOXED OR FORMED.
<br />5, 1.1. FOG 892013 - O90)W A oNCR$'tL
<br />AREAS IN C FLOORS FOR 0 E T INSTALLATION OF TRAPS,
<br />ETC., SHALL W MADE WITH PUOWJ NT Mt+TAL OR PLA9TI0 PORM3. P00WE 4T FORMS KIST Be
<br />OF A SIZE AND DEPTH THAT NULL. EL44I ATO THE DISTUR>'JANGEI OF SOIL, AFTER TEE.' iNNTTA .
<br />L�l1:
<br />TRYATM
<br />S L 6. FW R3201,4 - MINIKH 6 Mill. VAPOR RETARDIE R MUST 542 MTA LL W TO PROTECT AGAINST
<br />"WALL PUTION. U' RAWALL OGCU'R$ WVRB VAPOR RETARDER FL.AGF,M8W
<br />R1: TRFAiM�'NT 19 FIWRED.
<br />1`130 R920J3 - CONGRP.TL° OVE�)R AND MORTAR ALa4 TM FOIAOXTION PHiA�TER MT
<br />BL R MO/ED 691`4M P�CiMOR SOIL TRZArK4Xt.
<br />% L V. FW RZ201b - SOIL TREATMiD1 RUST 813 APPLIED UNDER ALL MCWkIOR CONCREM OR
<br />&RADS WITH 1%0' OF TIe' S11RWiTVFZ 51DE'4ALL%
<br />56 1. U. FW 89201.4 - AN EXTERIOR V CF
<br />ERTICAL e4le -AI. BARRIER MJST OE INSTALLED APTYR
<br />CON3TI;W,TIOH 19 CGbIPLETL■ INGL WING LA105CAPING A110 UV;U0ATION. AMC 501& D19TURHED
<br />AFTER THS VERTICAL OAPAER 15 APP!. W, SFA.L 09 IWFTATED,
<br />56 I. r2. FW R9R520.1 - ALL IWILO N6$ ARE REWIRED TO HAVE PRL- CONSTRUCTION TRLATMEJtT,
<br />3 !. 13. VW R920J - A CERTIFICATE OF COMPLIANO: MUST E0 ISO" TO T}R' EULDIN$ PIPARTMENT
<br />13Y L K PE$T CONTIROL. COMPANY BEFORE A CE MPICATB OF OC�C IPANCY WELL 313
<br />iSf,�(,W THE Ca;MFICAT79 OF COMALIANC13 SHALL STATE, Tre eUIL.DIN& WA3 A
<br />CO : I-ft TREATMENT FOR THE PREVE NVON OF SV11TERIWXM TERMITE. 1T$ TREATMENT 15
<br />IN ACCORDAWA NUTH THE RULES AND LAM OF TIE' FLORIDA PWART IOW OF AbR1Cl WFZ
<br />AFO C04R SERVICES.
<br />M I. 14. FW R92093 - AFTER ALL WORK is COMiPLETED. Loom WOOD AND FILL MUST 19£ RF3 -LOVED
<br />FROM OE5-OW MID YUTHUI 1' -0 TTte BUILDING, THIS WOWDE3 ALL 6RAD2 $TAKES, TVO
<br />TRAP W>24 FORMS, SHMN& OR OTHER CLiL"$111 COWAN" MATERIAL.
<br />FOG 8520.6.2 - NO WOOD, VIS&ETA11ON, 5nt-", CARDBOARD. TRASH. ETC. SHALL BS t meo
<br />WiTH IV-O' OF ANY OUIL.DIN6 OR PROPOSED BU LDN6,
<br />SOIL IS TO Be COMPACTED TO 9576 MODIPIE P'PROCTOR A9 DEFINED BY AaTM D I- KV-l41
<br />6. INSf'EOTION9= OPTIONAL RC-WIf� PER MU
<br />NTS NICIPALITY
<br />6.1. FOUNDATIO
<br />6, 1. 1. A FOUNDATION W;tVW 6HAiL 313 Ft�FO AND A COPY OF THE Wter.Y SHAM BE ON THE
<br />SITE FOR 144: BUILDING iNSPEGTOR'3 USE, OR ALL PROPERTY MARL12$ 5HAL.L Be EXP05ED
<br />AND A 5TRIN6 STRETCHW FROM MARKER TO MARKM TO VERRIFY REWIRW 5ETBAOK$.
<br />FRAMIN6
<br />6, 2 L ALL R"INb, ELECTRICAL AND MBCHAN1C UGH
<br />AL ROUGH -INS MUS BE T 00 SY. INSPECTED, AND
<br />APPRQYW 8W01� TM R90,U5TIN& T PIRAMiN6 i r- % -WTIOK 1`00 105.6
<br />'i. SPECIAL F HAZARD
<br />1. 1. FLOOD HAZARD
<br />1. 1. 1. 5M-,T RE 19 LOOATW IN A SPECIAL FLOOD HAZARD AREA, Al' ELEVATION CO;rTI ICATL■
<br />MUST Off %13MITTIW TO THE 10l.'YE1.OPI -sw SERVICES DIVISION DeFORE R�ST1N6 THE
<br />FFIAJ•Sif16 WSPWTTOK '8 r
<br />120 MPH, EXPOSURE ', IMPORTANCE FACTOR a 1.00
<br />EUILDIN6 CATE60RY II
<br />ENCLOSED (,15, INTERNAL PRESSURE) ACGORDiN6 TO
<br />1609.68
<br />MEAN ROOF HE -16HTS 30'
<br />' ?HALL. rRt'cera "0otrrCiri INV a.Avv"
<br />• • - W\X PFQ:W" •
<br />�r
<br />AMA EXTM(m 6trt7alae
<br />(5Q r* Z04C ZOIL'
<br />a �es.t -2aJ
<br />10 -02A 26,E
<br />SO -SID -1641
<br />100 -1641 -241
<br />ROOF P19'9CUt • MKTO K Z" • / - 41.5 PW 64 MOI% WHII 4 / - 2a.I POP
<br />ei 716 (fit) tlA LS O A FI�Yt ON M ENO OP f0d WA (2) V a0A1rD5. MC1C1 T NAM.s A A ON
<br />tr ODA1tDD. redr" LA.NT NAILS Gr W" ROIL ARE YYJ DQ It0 G1.0?SrR TO Tra
<br />WM t1Vtl 61x2'. THO PAT(17'W TO OC DONtt ON WM OOM
<br />W W } "q% m &AS PLAY mle wv"
<br />Y VOO Oe r VA0W. !'101 16 VARY TO 15M.N. 2' "MATP1t1AL
<br />Y mono " 6ID PLATE " it10n9
<br />11 R aY N?>OQe "T W nB KU LOt+ Or THIS OPM Ylr MT A'Rf6G
<br />n! PLYMM !SA O OU
<br />Y 09 OPL T O.4Y P n13 SPAN I�01l71s d.
<br />DET AIL STRUCTURAL
<br />HEADERS AND BOA
<br />-5
<br />SCALI! 1 5/4" s 1'-0*
<br />ROSERT A. WALL, PJE
<br />Ltaense N o.t 46421
<br />R 2'
<br />STANDARD HOOK FOR #5
<br />RE BAR
<br />w I t. L m."
<br />NO. S AND 4 LAP 6MICE
<br />as' 111" LAP ' It"
<br />um
<br />NO. 5 LAP SPLIGL
<br />WA 14113 LAP 'PL"
<br />NO. '1 LAP SPLICE
<br />REBAR LAP AND BENDING 2
<br />NTS
<br />CONTRAC,TOR TO FIELD VERIFY ALL
<br />DIMENSION*, LOCATIONS AND
<br />ORIENTATIONS PRIOR TO GONSTR OTION.
<br />PLEASE NOTIFY ARCHITECTURAL
<br />SERVICES AND ENGINEERING OF ANY
<br />ERRORS FOUND IN THESE DRAWINGS OR
<br />OF. ANY DRAWINGS THAT ARE NOT FULLY
<br />UNDERSTOOD.
<br />PHONE (815) 948 -2812
<br />rASautr cATLoRY guE3 cATs�oRY MIA?ti1PAGTURl�3i �. +
<br />ROQ" A5M*0 91#!aM 6,W HATUtAh COW M. 10124J $OATS=*
<br />SI
<br />h@8701't HO" Mti'ticm R 6166181
<br />9TFLGn1eN. clo r tT 0 bevtdR R
<br />STI�. aVV"W I'" sCSON 8!0
<br />r4'611
<br />5m* GOt4°OiNT ICTA20 W O
<br />b1ml AAA r nd" 9+fi'SOIt R 111641 OIlOOO
<br />sTRLOT LaT2 sAf +SON R IF470.'1 O'ro1F200�
<br />OSTCKYLlW. GLTi"O!i?? LV926 StifX7l1 R !0655.141 O5/Ot/100q
<br />t'vWTUL CCMVNONT lm r= 51t1°'SO1 R I04W." 05101420"
<br />,
<br />MIN, 20 DAY
<br />DESI6H-
<br />�.
<br />,
<br />6�7
<br />35
<br />MORTAR , ASTM 02'10 Ile. , 2,000 PW 9
<br />4, S. 2. LOAD BEARING CONORffTE MA-50W MOCK SHALL ESL A.ST'MI 090, TYP13 11 tY.-N- h10i9';tE
<br />4.5. 9, ADMIXTWB5 ARE NOT TO IM ADDED TO THU MORTAR WITHOI)T MITTEN APPROVAL FROM
<br />TI16 EN6 L it of RECORD.
<br />4. S. 4. TT$ STREWN A4 ,RWATE STRE OF Tim BLOCK AND MORTAR SHALL BE F"m ■ 1;100 PSI t
<br />4.$.5. METHOD OF 00NCRI51 MA50NKY PL.A & -TNT AND CON5TV"TiON SMALL 09 .ONGAJGIW IN
<br />AGGORDANCE M114 TM W0011FiCATTON'9 AS STATED.
<br />4.3-6. IF JOINT REIt&ORGIN6 i5 SpEe, p, IT SHALL OON5I9T OF 'LADUR-TYPE' 13Y IJURO -YoL.L OR
<br />13WAL WITH ASTM A641, GLASS I, GALVANIZED COATTN6. PL.ACe AT IW O.G. VERTICALLY,
<br />F9 UY IN MORTAR JOINT. LAP 6' MIMiNUM AT MASONRY WALL OO;R1W3 Alm
<br />INTERSECTIONS. PRO PASRICATiED ELLS. TEES, OR W09 OF DISGONTiMCV5 WIRES TP
<br />PROVtD13 W HOOK AT OUTSIDE OF 60RNLJ29. E D RIENWORCIN6 6' MtL41MWf INTO TI'E
<br />2 5 RAILING LOADS t AT rAL. SAND 13417 aP NAl.$. GONTIWC rtEtriFORCiN6 THROUGH Ti13 COL1R•txs
<br />2. 3, 1. ALL RAOLiNO AND 6VARD RAIL SYSTV4`S ARE TO ESL DE!V& D TO
<br />WITHSTAND A CONCENTRATED LOAD OF 200 Poom APPLIED AT ANY4. 4. ST'RUCTVRAL LUMBER t
<br />POINT AND IN ANY DiREOTION.
<br />2. 4. WIND LOAD* t 4.4.1. MAXIMUM DESI o VALUES n M.. I» r
<br />2, 4. 1. MW DESIGN TO B13 CON3WOTE0 IN AGGORDAWA WITH THE FLORIDA , fV 0
<br />WL _
<br />B PING COD13 (2001 EDITION 001114 2009 3U �iTJ
<br />PPL SECTION 1604
<br />AND CONDUCTED L3A%V ON AWE 1-05 WREFUOR/EXTERIOR PRAMiIi6 2x(4) 1500 P•I 823 Pet 90 pat WOO K47
<br />.
<br />2, 4.2. LR'LIFT VALUES AR8 SHOYN ON r,9 DE516N F PRA N&S. EXTERIOR RAMiN6 ZOA 6 00 AND e) 1,2 r t 650 Pet 90 Psi t fx" K61
<br />it
<br />2. S. THERMAL FORGES t FLOOR FRAMING 2x(0 AND 10) 1500 Pw 125 Pal 40 Pot 1,100 K ,
<br />Amt V 6 O, GON3TRUGTION .
<br />T1 RATUR13 RISE, 251
<br />FE
<br />TEMPEAWA FALL , 35 F 4.4. 2. ALL PLYWOOD USED FOR EXTMOR APPLiCATIOa SHALL. COi� U14
<br />ORM TO VoLTARY
<br />2. 5. 2. M =4AN RE.ATIV13 H UC
<br />,MIDITY , - T5% PRODUCT STANDARD PS 1 AND SHALL 56 "A RATED 5HEATHIN& EXP 1.
<br />4, 4.3. ALL PLYWOO LEN'S FOR INTWJOR APPLICATIONS SOCH AS %a FLOOW" AND SIr7'.AR
<br />CREEP AND SHRINKAG t PA RA LL CO TO VOLUNTARY PRODUOT STANDARD P$ 1-.83 AJO WALL b3
<br />2. 6.
<br />4,4.4. IF OSt3 BOARD IS TO ESE VSED IN F'! AGE OF PLYWOOD IS TO HAYS SIMILAR SECTICA
<br />ALL LOSSES$ IN AGGORDANCE HTH AGI 916 PROVE RTiES.
<br />SEISMIC, LOADS s 4.4.5. RECEIVE 541 TANDARD GRADS PRi".SSUREATRP.ATiNG IN CONTACT WITH GONCR_1E 13 TO
<br />4.4. 6. PRESOM TREATED 5Tr4)6TUthL LL , 110M 13 NOT TO 66 U5W FOR ANY NTERIOR
<br />2. 1. 1. SLi9MiG OATWORY 'A' F fT.Am 6.
<br />2. 8, DI= FLEGTION* t
<br />4.4. 1. HIEN PRE FJ1612 EPW TRI139E9 AiV JOISTS A S CALLED FOR ON TTY' PLANS, TM
<br />MkWAO1L$0Z 15 TO SUBMIT SHOP DRAINING$ TO 11 SSINEER OF REOU ,
<br />2. 6. E. FLOOR TRUVE -ES 5HAL LIMIT D1l9.,$GT1ON TO LA-'60 TILES 4. S. FASTEN R5 AND TIE DOWN t
<br />TMM SPAN POR LIVE LOADS AND L/240 Ttl PW T1$ SPAN
<br />POR TOTAL LOAD.
<br />5. DESI(5N METHOD 4. S. 1. F ASTENERS AND TIE 001'049 SHALL CONSIST Of Wr A.'R$ NOT LIMSTE, TO,
<br />SHAPES, ANGLES, CHATL'r 5 , ASTM A96 ■ 36 Ka7
<br />ROUND METAL PiPE , AS11-I 4153, 6RAD3 5 • 95 KeE METAL 5. {. LOAD FACTOR DE5 {6 N : ROM S N6114 �TS # AOTM TM A325' s RJ ■ 4451CSt
<br />MACHIM BOLT'S , 6ALVANIZW AS1M A901
<br />3. 1. I. THE LOAD FACTOR DESE6N t- tEYHOD ?" V5ED TO DEMON r 4, 5, 2, %iEET METAL AGGEOSORiM SHALL GOt'6'ORM To. ASTM A446 OR ABoN AO^W ■ ' Kai
<br />CAST -4N-PLACE CCN ft L' SLAW AND FOOTM69 HTH $40 6ALVAWZED COAT" tN ACCORt)ANG£ WITH ASTM A%2 . �
<br />5, 2, SERVICE LOAD DESIG t 4.5.3. ■ 0.113', 0d ■■ CONSIST • O.tGOMMON NAB NAILS AIW MINIMUM DIAMETER AS rcU., � , 6d
<br />5. 2, I. T}O SERVICE LOADS DE5i6N METHOD Y" VSIW TO DESIGN , 4.5.4. ALL rASTEN00 AND 1'113 DOPW M BeWDED IN GOW F--M oft Q= R4 AN Zxn: R c R
<br />MA.WWY WALL.$ AND LIMES APPLICATION A" TO 190" E AN ANTI- GOKROOIYU COATING PRIOR TO IN9Tr\L l A11C•N.
<br />INTERIOR AND . WOOD FRAMM6 AND 3ii£ATkING 4, 5.5. ALL. FA ENE VI
<br />RS AND TIC 00140 ARE TO PROD13 THU W'UFT CAPACITY CALL W P�;R IN
<br />ROOF PRAM411iG,
<br />STAIR$ AND P Si 009 FRARA MING Th W4,
<br />113 PLANS AS A MINIM 5}B!A'fHIFt6 AND UPLIFT
<br />4, 5. 6. ALL FASTS M TIE ivy", MAM HAN&E RS, JOIST HANGERS, AND FLOOR 1T�U� 0 SYIYA"OM"IN6
<br />3. 3. LOAD FACTORS AND C O MBI NATIO NS = ARE TO 1313 INSTALLED IN A , 00FWANO13 NTH THM PLANS AND MAmwACTLvz R
<br />SPW FICATU",
<br />4, $,l- CONCRETE° W4XpDED 'J' WL.TS USED FOR UPLIFT ARE TO BC YET SET PRIOR TO 1 : T'1AL
<br />HE
<br />3. 3. 1. T FOLLOWING LOAD OOMBINA110N$ WERE DMIONIED FOR , SET OF THIS GONORRL'TC, SPADING AND AL 101M NT ARM TO Be IN ACCORDANCL' NTH TEiL'
<br />TOTAL DL 4 FLOOR LL f ROOF LL DESIGN PLAN$.
<br />TOTAL DL ♦FLOOR LL • M
<br />4. 5. 0. C4WR" O�EDDED TIE DOWNS VSED FOR 1171153 AND WALL LPLl" ARE To 1913 PL s�4.ED
<br />TOTAL b DL 4 M ARMID EMBEDDED RSIWFiOR.GIN& PRIOR TO PLAGIN$ 6ROU'T.
<br />9. 3, 2 O THE GAEL OF WIND LOADS, AN AL LOWABIZ OVER STRESS
<br />O A AO1WERS' ATTACHMENT DETAILS, TO TAN
<br />TO AOM NW FORGE FX5jS
<br />p ILEA& Cm BE GONSIDCONSIDERED. 4. 5. 9. ALl M84 iEVES ALL REHIRE MOO DETAILED.
<br />3. 3. 3. ALL. ROOP AND R3OOR TRUSSES SHALL 313 DE'.Sl&NW TO RESIST
<br />,O
<br />T WORST LOAD COt�INATION RESULTING IN THE MAXIMUM
<br />STW60ES PLACED ON THAT C0H'ONENT. BOTH PARTIAL., HILL,
<br />AND ALTU;VAT1N6 5PAN LOAD1N& ARE TO B13 CONSIOtREO. �+■� ■ �,..,�.�
<br />5.4. DESIGN ASSUMPTION =
<br />3.4. 1. PAWATiONS ARE DE61ONED BASED ON A PRESUMPTIVE BEARING
<br />OAPAO11Y OP 2000 POP ON UNDIST OOiL OR ROCK, IT IS
<br />T' a REWON51BLII
<br />IY OF TTY CONTTRAOTOR TO VERIFY 11113 SOIL
<br />CAPAGITC AND REOVIREZ�tT IN LIES) OF A ROISTERED
<br />6EOTEGHINICAL REPORT.
<br />3.4.2. ALL COLUMN AND WALL FOUNDATiOVS ARE CE°. MaRW UNDER T1-a
<br />C- 01AIMN9 AND WALL.$ VW1265 5HOWN O11�I5L NOTED IN THE
<br />DES16N PLANS.
<br />5. TEWITE PROTECTION
<br />5. I. TOEATMEN (SOIL CHEMICAL SARRIE R METHOD)
<br />5, I. 1. FOO "20J -A P9FJ W E r VON Y�M6C 4 IDENTEPIE5 TF$ TERMITE TRMATM[3iiT PRGYOM AND
<br />ND
<br />NEED FOR PE- M A TREATMEXT CONTRACT RMOvAL .,HALL. 09 PROVIDED. THIS
<br />516N SMALL BE POSTED NEAR TM WATER HEATIE R OR E.SOTRtG PANEL
<br />%L2. PEG R320.TCONDQ45AT5 AND ROOF 0" SPOUTS SHALL DISW4AR&9 AT � EA`3T I'-O' AVAY
<br />PROM BUII SING SIDE MALLS.
<br />FW F$20.Ib M;U6ATiON/SPRIWAX R MTE MS WGLVOIN6 ALL RIS1M AND SPRAY READS
<br />OHALL NOT 1St: INSTAL I - W WITH I'-W OF 11C IWILDIN6 SOB 1 13 .
<br />X OG L 4. F 8140 -'to PROVIDE FOR INSPECTION FOR TERMITE iNFESTATION, ESt131 L M 11A.LL
<br />0905RIN& AND FINAL EARTH GRADE SHALL NOT 813 LE$5 THAN 6 INGHE$. LION PAINT
<br />OR VO ORATlYE CEMENTiM FINISH LEW THAN 5/6' THICK ADHERED 0`AJZTLY TO THE
<br />FO JJ
<br />"ATiON NA
<br />3. L $. FWfW0JJ - INITiAL TREATT-t2=T SHALL IM Cad A TER All I W.AVAT ION A 0 BACK FILL 13
<br />COMPLE:Tk•.
<br />% L 6. FW 832012 -00L DISr RBED AFTER THE INITIAL TREATtIENT SHALL Eye RL`TIREATED
<br />INCLUDING SPACts BOXED OR FORMED.
<br />5, 1.1. FOG 892013 - O90)W A oNCR$'tL
<br />AREAS IN C FLOORS FOR 0 E T INSTALLATION OF TRAPS,
<br />ETC., SHALL W MADE WITH PUOWJ NT Mt+TAL OR PLA9TI0 PORM3. P00WE 4T FORMS KIST Be
<br />OF A SIZE AND DEPTH THAT NULL. EL44I ATO THE DISTUR>'JANGEI OF SOIL, AFTER TEE.' iNNTTA .
<br />L�l1:
<br />TRYATM
<br />S L 6. FW R3201,4 - MINIKH 6 Mill. VAPOR RETARDIE R MUST 542 MTA LL W TO PROTECT AGAINST
<br />"WALL PUTION. U' RAWALL OGCU'R$ WVRB VAPOR RETARDER FL.AGF,M8W
<br />R1: TRFAiM�'NT 19 FIWRED.
<br />1`130 R920J3 - CONGRP.TL° OVE�)R AND MORTAR ALa4 TM FOIAOXTION PHiA�TER MT
<br />BL R MO/ED 691`4M P�CiMOR SOIL TRZArK4Xt.
<br />% L V. FW RZ201b - SOIL TREATMiD1 RUST 813 APPLIED UNDER ALL MCWkIOR CONCREM OR
<br />&RADS WITH 1%0' OF TIe' S11RWiTVFZ 51DE'4ALL%
<br />56 1. U. FW 89201.4 - AN EXTERIOR V CF
<br />ERTICAL e4le -AI. BARRIER MJST OE INSTALLED APTYR
<br />CON3TI;W,TIOH 19 CGbIPLETL■ INGL WING LA105CAPING A110 UV;U0ATION. AMC 501& D19TURHED
<br />AFTER THS VERTICAL OAPAER 15 APP!. W, SFA.L 09 IWFTATED,
<br />56 I. r2. FW R9R520.1 - ALL IWILO N6$ ARE REWIRED TO HAVE PRL- CONSTRUCTION TRLATMEJtT,
<br />3 !. 13. VW R920J - A CERTIFICATE OF COMPLIANO: MUST E0 ISO" TO T}R' EULDIN$ PIPARTMENT
<br />13Y L K PE$T CONTIROL. COMPANY BEFORE A CE MPICATB OF OC�C IPANCY WELL 313
<br />iSf,�(,W THE Ca;MFICAT79 OF COMALIANC13 SHALL STATE, Tre eUIL.DIN& WA3 A
<br />CO : I-ft TREATMENT FOR THE PREVE NVON OF SV11TERIWXM TERMITE. 1T$ TREATMENT 15
<br />IN ACCORDAWA NUTH THE RULES AND LAM OF TIE' FLORIDA PWART IOW OF AbR1Cl WFZ
<br />AFO C04R SERVICES.
<br />M I. 14. FW R92093 - AFTER ALL WORK is COMiPLETED. Loom WOOD AND FILL MUST 19£ RF3 -LOVED
<br />FROM OE5-OW MID YUTHUI 1' -0 TTte BUILDING, THIS WOWDE3 ALL 6RAD2 $TAKES, TVO
<br />TRAP W>24 FORMS, SHMN& OR OTHER CLiL"$111 COWAN" MATERIAL.
<br />FOG 8520.6.2 - NO WOOD, VIS&ETA11ON, 5nt-", CARDBOARD. TRASH. ETC. SHALL BS t meo
<br />WiTH IV-O' OF ANY OUIL.DIN6 OR PROPOSED BU LDN6,
<br />SOIL IS TO Be COMPACTED TO 9576 MODIPIE P'PROCTOR A9 DEFINED BY AaTM D I- KV-l41
<br />6. INSf'EOTION9= OPTIONAL RC-WIf� PER MU
<br />NTS NICIPALITY
<br />6.1. FOUNDATIO
<br />6, 1. 1. A FOUNDATION W;tVW 6HAiL 313 Ft�FO AND A COPY OF THE Wter.Y SHAM BE ON THE
<br />SITE FOR 144: BUILDING iNSPEGTOR'3 USE, OR ALL PROPERTY MARL12$ 5HAL.L Be EXP05ED
<br />AND A 5TRIN6 STRETCHW FROM MARKER TO MARKM TO VERRIFY REWIRW 5ETBAOK$.
<br />FRAMIN6
<br />6, 2 L ALL R"INb, ELECTRICAL AND MBCHAN1C UGH
<br />AL ROUGH -INS MUS BE T 00 SY. INSPECTED, AND
<br />APPRQYW 8W01� TM R90,U5TIN& T PIRAMiN6 i r- % -WTIOK 1`00 105.6
<br />'i. SPECIAL F HAZARD
<br />1. 1. FLOOD HAZARD
<br />1. 1. 1. 5M-,T RE 19 LOOATW IN A SPECIAL FLOOD HAZARD AREA, Al' ELEVATION CO;rTI ICATL■
<br />MUST Off %13MITTIW TO THE 10l.'YE1.OPI -sw SERVICES DIVISION DeFORE R�ST1N6 THE
<br />FFIAJ•Sif16 WSPWTTOK '8 r
<br />120 MPH, EXPOSURE ', IMPORTANCE FACTOR a 1.00
<br />EUILDIN6 CATE60RY II
<br />ENCLOSED (,15, INTERNAL PRESSURE) ACGORDiN6 TO
<br />1609.68
<br />MEAN ROOF HE -16HTS 30'
<br />' ?HALL. rRt'cera "0otrrCiri INV a.Avv"
<br />• • - W\X PFQ:W" •
<br />�r
<br />AMA EXTM(m 6trt7alae
<br />(5Q r* Z04C ZOIL'
<br />a �es.t -2aJ
<br />10 -02A 26,E
<br />SO -SID -1641
<br />100 -1641 -241
<br />ROOF P19'9CUt • MKTO K Z" • / - 41.5 PW 64 MOI% WHII 4 / - 2a.I POP
<br />ei 716 (fit) tlA LS O A FI�Yt ON M ENO OP f0d WA (2) V a0A1rD5. MC1C1 T NAM.s A A ON
<br />tr ODA1tDD. redr" LA.NT NAILS Gr W" ROIL ARE YYJ DQ It0 G1.0?SrR TO Tra
<br />WM t1Vtl 61x2'. THO PAT(17'W TO OC DONtt ON WM OOM
<br />W W } "q% m &AS PLAY mle wv"
<br />Y VOO Oe r VA0W. !'101 16 VARY TO 15M.N. 2' "MATP1t1AL
<br />Y mono " 6ID PLATE " it10n9
<br />11 R aY N?>OQe "T W nB KU LOt+ Or THIS OPM Ylr MT A'Rf6G
<br />n! PLYMM !SA O OU
<br />Y 09 OPL T O.4Y P n13 SPAN I�01l71s d.
<br />DET AIL STRUCTURAL
<br />HEADERS AND BOA
<br />-5
<br />SCALI! 1 5/4" s 1'-0*
<br />ROSERT A. WALL, PJE
<br />Ltaense N o.t 46421
<br />R 2'
<br />STANDARD HOOK FOR #5
<br />RE BAR
<br />w I t. L m."
<br />NO. S AND 4 LAP 6MICE
<br />as' 111" LAP ' It"
<br />um
<br />NO. 5 LAP SPLIGL
<br />WA 14113 LAP 'PL"
<br />NO. '1 LAP SPLICE
<br />REBAR LAP AND BENDING 2
<br />NTS
<br />CONTRAC,TOR TO FIELD VERIFY ALL
<br />DIMENSION*, LOCATIONS AND
<br />ORIENTATIONS PRIOR TO GONSTR OTION.
<br />PLEASE NOTIFY ARCHITECTURAL
<br />SERVICES AND ENGINEERING OF ANY
<br />ERRORS FOUND IN THESE DRAWINGS OR
<br />OF. ANY DRAWINGS THAT ARE NOT FULLY
<br />UNDERSTOOD.
<br />PHONE (815) 948 -2812
<br />rASautr cATLoRY guE3 cATs�oRY MIA?ti1PAGTURl�3i �. +
<br />ROQ" A5M*0 91#!aM 6,W HATUtAh COW M. 10124J $OATS=*
<br />SI
<br />h@8701't HO" Mti'ticm R 6166181
<br />9TFLGn1eN. clo r tT 0 bevtdR R
<br />STI�. aVV"W I'" sCSON 8!0
<br />r4'611
<br />5m* GOt4°OiNT ICTA20 W O
<br />b1ml AAA r nd" 9+fi'SOIt R 111641 OIlOOO
<br />sTRLOT LaT2 sAf +SON R IF470.'1 O'ro1F200�
<br />OSTCKYLlW. GLTi"O!i?? LV926 StifX7l1 R !0655.141 O5/Ot/100q
<br />t'vWTUL CCMVNONT lm r= 51t1°'SO1 R I04W." 05101420"
<br />,
<br />MIN, 20 DAY
<br />DESI6H-
<br />�.
<br />,
<br />6�7
<br />5.4. DESIGN ASSUMPTION =
<br />3.4. 1. PAWATiONS ARE DE61ONED BASED ON A PRESUMPTIVE BEARING
<br />OAPAO11Y OP 2000 POP ON UNDIST OOiL OR ROCK, IT IS
<br />T' a REWON51BLII
<br />IY OF TTY CONTTRAOTOR TO VERIFY 11113 SOIL
<br />CAPAGITC AND REOVIREZ�tT IN LIES) OF A ROISTERED
<br />6EOTEGHINICAL REPORT.
<br />3.4.2. ALL COLUMN AND WALL FOUNDATiOVS ARE CE°. MaRW UNDER T1-a
<br />C- 01AIMN9 AND WALL.$ VW1265 5HOWN O11�I5L NOTED IN THE
<br />DES16N PLANS.
<br />5. TEWITE PROTECTION
<br />5. I. TOEATMEN (SOIL CHEMICAL SARRIE R METHOD)
<br />5, I. 1. FOO "20J -A P9FJ W E r VON Y�M6C 4 IDENTEPIE5 TF$ TERMITE TRMATM[3iiT PRGYOM AND
<br />ND
<br />NEED FOR PE- M A TREATMEXT CONTRACT RMOvAL .,HALL. 09 PROVIDED. THIS
<br />516N SMALL BE POSTED NEAR TM WATER HEATIE R OR E.SOTRtG PANEL
<br />%L2. PEG R320.TCONDQ45AT5 AND ROOF 0" SPOUTS SHALL DISW4AR&9 AT � EA`3T I'-O' AVAY
<br />PROM BUII SING SIDE MALLS.
<br />FW F$20.Ib M;U6ATiON/SPRIWAX R MTE MS WGLVOIN6 ALL RIS1M AND SPRAY READS
<br />OHALL NOT 1St: INSTAL I - W WITH I'-W OF 11C IWILDIN6 SOB 1 13 .
<br />X OG L 4. F 8140 -'to PROVIDE FOR INSPECTION FOR TERMITE iNFESTATION, ESt131 L M 11A.LL
<br />0905RIN& AND FINAL EARTH GRADE SHALL NOT 813 LE$5 THAN 6 INGHE$. LION PAINT
<br />OR VO ORATlYE CEMENTiM FINISH LEW THAN 5/6' THICK ADHERED 0`AJZTLY TO THE
<br />FO JJ
<br />"ATiON NA
<br />3. L $. FWfW0JJ - INITiAL TREATT-t2=T SHALL IM Cad A TER All I W.AVAT ION A 0 BACK FILL 13
<br />COMPLE:Tk•.
<br />% L 6. FW 832012 -00L DISr RBED AFTER THE INITIAL TREATtIENT SHALL Eye RL`TIREATED
<br />INCLUDING SPACts BOXED OR FORMED.
<br />5, 1.1. FOG 892013 - O90)W A oNCR$'tL
<br />AREAS IN C FLOORS FOR 0 E T INSTALLATION OF TRAPS,
<br />ETC., SHALL W MADE WITH PUOWJ NT Mt+TAL OR PLA9TI0 PORM3. P00WE 4T FORMS KIST Be
<br />OF A SIZE AND DEPTH THAT NULL. EL44I ATO THE DISTUR>'JANGEI OF SOIL, AFTER TEE.' iNNTTA .
<br />L�l1:
<br />TRYATM
<br />S L 6. FW R3201,4 - MINIKH 6 Mill. VAPOR RETARDIE R MUST 542 MTA LL W TO PROTECT AGAINST
<br />"WALL PUTION. U' RAWALL OGCU'R$ WVRB VAPOR RETARDER FL.AGF,M8W
<br />R1: TRFAiM�'NT 19 FIWRED.
<br />1`130 R920J3 - CONGRP.TL° OVE�)R AND MORTAR ALa4 TM FOIAOXTION PHiA�TER MT
<br />BL R MO/ED 691`4M P�CiMOR SOIL TRZArK4Xt.
<br />% L V. FW RZ201b - SOIL TREATMiD1 RUST 813 APPLIED UNDER ALL MCWkIOR CONCREM OR
<br />&RADS WITH 1%0' OF TIe' S11RWiTVFZ 51DE'4ALL%
<br />56 1. U. FW 89201.4 - AN EXTERIOR V CF
<br />ERTICAL e4le -AI. BARRIER MJST OE INSTALLED APTYR
<br />CON3TI;W,TIOH 19 CGbIPLETL■ INGL WING LA105CAPING A110 UV;U0ATION. AMC 501& D19TURHED
<br />AFTER THS VERTICAL OAPAER 15 APP!. W, SFA.L 09 IWFTATED,
<br />56 I. r2. FW R9R520.1 - ALL IWILO N6$ ARE REWIRED TO HAVE PRL- CONSTRUCTION TRLATMEJtT,
<br />3 !. 13. VW R920J - A CERTIFICATE OF COMPLIANO: MUST E0 ISO" TO T}R' EULDIN$ PIPARTMENT
<br />13Y L K PE$T CONTIROL. COMPANY BEFORE A CE MPICATB OF OC�C IPANCY WELL 313
<br />iSf,�(,W THE Ca;MFICAT79 OF COMALIANC13 SHALL STATE, Tre eUIL.DIN& WA3 A
<br />CO : I-ft TREATMENT FOR THE PREVE NVON OF SV11TERIWXM TERMITE. 1T$ TREATMENT 15
<br />IN ACCORDAWA NUTH THE RULES AND LAM OF TIE' FLORIDA PWART IOW OF AbR1Cl WFZ
<br />AFO C04R SERVICES.
<br />M I. 14. FW R92093 - AFTER ALL WORK is COMiPLETED. Loom WOOD AND FILL MUST 19£ RF3 -LOVED
<br />FROM OE5-OW MID YUTHUI 1' -0 TTte BUILDING, THIS WOWDE3 ALL 6RAD2 $TAKES, TVO
<br />TRAP W>24 FORMS, SHMN& OR OTHER CLiL"$111 COWAN" MATERIAL.
<br />FOG 8520.6.2 - NO WOOD, VIS&ETA11ON, 5nt-", CARDBOARD. TRASH. ETC. SHALL BS t meo
<br />WiTH IV-O' OF ANY OUIL.DIN6 OR PROPOSED BU LDN6,
<br />SOIL IS TO Be COMPACTED TO 9576 MODIPIE P'PROCTOR A9 DEFINED BY AaTM D I- KV-l41
<br />6. INSf'EOTION9= OPTIONAL RC-WIf� PER MU
<br />NTS NICIPALITY
<br />6.1. FOUNDATIO
<br />6, 1. 1. A FOUNDATION W;tVW 6HAiL 313 Ft�FO AND A COPY OF THE Wter.Y SHAM BE ON THE
<br />SITE FOR 144: BUILDING iNSPEGTOR'3 USE, OR ALL PROPERTY MARL12$ 5HAL.L Be EXP05ED
<br />AND A 5TRIN6 STRETCHW FROM MARKER TO MARKM TO VERRIFY REWIRW 5ETBAOK$.
<br />FRAMIN6
<br />6, 2 L ALL R"INb, ELECTRICAL AND MBCHAN1C UGH
<br />AL ROUGH -INS MUS BE T 00 SY. INSPECTED, AND
<br />APPRQYW 8W01� TM R90,U5TIN& T PIRAMiN6 i r- % -WTIOK 1`00 105.6
<br />'i. SPECIAL F HAZARD
<br />1. 1. FLOOD HAZARD
<br />1. 1. 1. 5M-,T RE 19 LOOATW IN A SPECIAL FLOOD HAZARD AREA, Al' ELEVATION CO;rTI ICATL■
<br />MUST Off %13MITTIW TO THE 10l.'YE1.OPI -sw SERVICES DIVISION DeFORE R�ST1N6 THE
<br />FFIAJ•Sif16 WSPWTTOK '8 r
<br />120 MPH, EXPOSURE ', IMPORTANCE FACTOR a 1.00
<br />EUILDIN6 CATE60RY II
<br />ENCLOSED (,15, INTERNAL PRESSURE) ACGORDiN6 TO
<br />1609.68
<br />MEAN ROOF HE -16HTS 30'
<br />' ?HALL. rRt'cera "0otrrCiri INV a.Avv"
<br />• • - W\X PFQ:W" •
<br />�r
<br />AMA EXTM(m 6trt7alae
<br />(5Q r* Z04C ZOIL'
<br />a �es.t -2aJ
<br />10 -02A 26,E
<br />SO -SID -1641
<br />100 -1641 -241
<br />ROOF P19'9CUt • MKTO K Z" • / - 41.5 PW 64 MOI% WHII 4 / - 2a.I POP
<br />ei 716 (fit) tlA LS O A FI�Yt ON M ENO OP f0d WA (2) V a0A1rD5. MC1C1 T NAM.s A A ON
<br />tr ODA1tDD. redr" LA.NT NAILS Gr W" ROIL ARE YYJ DQ It0 G1.0?SrR TO Tra
<br />WM t1Vtl 61x2'. THO PAT(17'W TO OC DONtt ON WM OOM
<br />W W } "q% m &AS PLAY mle wv"
<br />Y VOO Oe r VA0W. !'101 16 VARY TO 15M.N. 2' "MATP1t1AL
<br />Y mono " 6ID PLATE " it10n9
<br />11 R aY N?>OQe "T W nB KU LOt+ Or THIS OPM Ylr MT A'Rf6G
<br />n! PLYMM !SA O OU
<br />Y 09 OPL T O.4Y P n13 SPAN I�01l71s d.
<br />DET AIL STRUCTURAL
<br />HEADERS AND BOA
<br />-5
<br />SCALI! 1 5/4" s 1'-0*
<br />ROSERT A. WALL, PJE
<br />Ltaense N o.t 46421
<br />R 2'
<br />STANDARD HOOK FOR #5
<br />RE BAR
<br />w I t. L m."
<br />NO. S AND 4 LAP 6MICE
<br />as' 111" LAP ' It"
<br />um
<br />NO. 5 LAP SPLIGL
<br />WA 14113 LAP 'PL"
<br />NO. '1 LAP SPLICE
<br />REBAR LAP AND BENDING 2
<br />NTS
<br />CONTRAC,TOR TO FIELD VERIFY ALL
<br />DIMENSION*, LOCATIONS AND
<br />ORIENTATIONS PRIOR TO GONSTR OTION.
<br />PLEASE NOTIFY ARCHITECTURAL
<br />SERVICES AND ENGINEERING OF ANY
<br />ERRORS FOUND IN THESE DRAWINGS OR
<br />OF. ANY DRAWINGS THAT ARE NOT FULLY
<br />UNDERSTOOD.
<br />PHONE (815) 948 -2812
<br />Ftn • I, 900 pet 11
<br />ffi
<br />35
<br />MORTAR , ASTM 02'10 Ile. , 2,000 PW 9
<br />4, S. 2. LOAD BEARING CONORffTE MA-50W MOCK SHALL ESL A.ST'MI 090, TYP13 11 tY.-N- h10i9';tE
<br />4.5. 9, ADMIXTWB5 ARE NOT TO IM ADDED TO THU MORTAR WITHOI)T MITTEN APPROVAL FROM
<br />TI16 EN6 L it of RECORD.
<br />4. S. 4. TT$ STREWN A4 ,RWATE STRE OF Tim BLOCK AND MORTAR SHALL BE F"m ■ 1;100 PSI t
<br />4.$.5. METHOD OF 00NCRI51 MA50NKY PL.A & -TNT AND CON5TV"TiON SMALL 09 .ONGAJGIW IN
<br />AGGORDANCE M114 TM W0011FiCATTON'9 AS STATED.
<br />4.3-6. IF JOINT REIt&ORGIN6 i5 SpEe, p, IT SHALL OON5I9T OF 'LADUR-TYPE' 13Y IJURO -YoL.L OR
<br />13WAL WITH ASTM A641, GLASS I, GALVANIZED COATTN6. PL.ACe AT IW O.G. VERTICALLY,
<br />F9 UY IN MORTAR JOINT. LAP 6' MIMiNUM AT MASONRY WALL OO;R1W3 Alm
<br />INTERSECTIONS. PRO PASRICATiED ELLS. TEES, OR W09 OF DISGONTiMCV5 WIRES TP
<br />PROVtD13 W HOOK AT OUTSIDE OF 60RNLJ29. E D RIENWORCIN6 6' MtL41MWf INTO TI'E
<br />2 5 RAILING LOADS t AT rAL. SAND 13417 aP NAl.$. GONTIWC rtEtriFORCiN6 THROUGH Ti13 COL1R•txs
<br />2. 3, 1. ALL RAOLiNO AND 6VARD RAIL SYSTV4`S ARE TO ESL DE!V& D TO
<br />WITHSTAND A CONCENTRATED LOAD OF 200 Poom APPLIED AT ANY4. 4. ST'RUCTVRAL LUMBER t
<br />POINT AND IN ANY DiREOTION.
<br />2. 4. WIND LOAD* t 4.4.1. MAXIMUM DESI o VALUES n M.. I» r
<br />2, 4. 1. MW DESIGN TO B13 CON3WOTE0 IN AGGORDAWA WITH THE FLORIDA , fV 0
<br />WL _
<br />B PING COD13 (2001 EDITION 001114 2009 3U �iTJ
<br />PPL SECTION 1604
<br />AND CONDUCTED L3A%V ON AWE 1-05 WREFUOR/EXTERIOR PRAMiIi6 2x(4) 1500 P•I 823 Pet 90 pat WOO K47
<br />.
<br />2, 4.2. LR'LIFT VALUES AR8 SHOYN ON r,9 DE516N F PRA N&S. EXTERIOR RAMiN6 ZOA 6 00 AND e) 1,2 r t 650 Pet 90 Psi t fx" K61
<br />it
<br />2. S. THERMAL FORGES t FLOOR FRAMING 2x(0 AND 10) 1500 Pw 125 Pal 40 Pot 1,100 K ,
<br />Amt V 6 O, GON3TRUGTION .
<br />T1 RATUR13 RISE, 251
<br />FE
<br />TEMPEAWA FALL , 35 F 4.4. 2. ALL PLYWOOD USED FOR EXTMOR APPLiCATIOa SHALL. COi� U14
<br />ORM TO VoLTARY
<br />2. 5. 2. M =4AN RE.ATIV13 H UC
<br />,MIDITY , - T5% PRODUCT STANDARD PS 1 AND SHALL 56 "A RATED 5HEATHIN& EXP 1.
<br />4, 4.3. ALL PLYWOO LEN'S FOR INTWJOR APPLICATIONS SOCH AS %a FLOOW" AND SIr7'.AR
<br />CREEP AND SHRINKAG t PA RA LL CO TO VOLUNTARY PRODUOT STANDARD P$ 1-.83 AJO WALL b3
<br />2. 6.
<br />4,4.4. IF OSt3 BOARD IS TO ESE VSED IN F'! AGE OF PLYWOOD IS TO HAYS SIMILAR SECTICA
<br />ALL LOSSES$ IN AGGORDANCE HTH AGI 916 PROVE RTiES.
<br />SEISMIC, LOADS s 4.4.5. RECEIVE 541 TANDARD GRADS PRi".SSUREATRP.ATiNG IN CONTACT WITH GONCR_1E 13 TO
<br />4.4. 6. PRESOM TREATED 5Tr4)6TUthL LL , 110M 13 NOT TO 66 U5W FOR ANY NTERIOR
<br />2. 1. 1. SLi9MiG OATWORY 'A' F fT.Am 6.
<br />2. 8, DI= FLEGTION* t
<br />4.4. 1. HIEN PRE FJ1612 EPW TRI139E9 AiV JOISTS A S CALLED FOR ON TTY' PLANS, TM
<br />MkWAO1L$0Z 15 TO SUBMIT SHOP DRAINING$ TO 11 SSINEER OF REOU ,
<br />2. 6. E. FLOOR TRUVE -ES 5HAL LIMIT D1l9.,$GT1ON TO LA-'60 TILES 4. S. FASTEN R5 AND TIE DOWN t
<br />TMM SPAN POR LIVE LOADS AND L/240 Ttl PW T1$ SPAN
<br />POR TOTAL LOAD.
<br />5. DESI(5N METHOD 4. S. 1. F ASTENERS AND TIE 001'049 SHALL CONSIST Of Wr A.'R$ NOT LIMSTE, TO,
<br />SHAPES, ANGLES, CHATL'r 5 , ASTM A96 ■ 36 Ka7
<br />ROUND METAL PiPE , AS11-I 4153, 6RAD3 5 • 95 KeE METAL 5. {. LOAD FACTOR DE5 {6 N : ROM S N6114 �TS # AOTM TM A325' s RJ ■ 4451CSt
<br />MACHIM BOLT'S , 6ALVANIZW AS1M A901
<br />3. 1. I. THE LOAD FACTOR DESE6N t- tEYHOD ?" V5ED TO DEMON r 4, 5, 2, %iEET METAL AGGEOSORiM SHALL GOt'6'ORM To. ASTM A446 OR ABoN AO^W ■ ' Kai
<br />CAST -4N-PLACE CCN ft L' SLAW AND FOOTM69 HTH $40 6ALVAWZED COAT" tN ACCORt)ANG£ WITH ASTM A%2 . �
<br />5, 2, SERVICE LOAD DESIG t 4.5.3. ■ 0.113', 0d ■■ CONSIST • O.tGOMMON NAB NAILS AIW MINIMUM DIAMETER AS rcU., � , 6d
<br />5. 2, I. T}O SERVICE LOADS DE5i6N METHOD Y" VSIW TO DESIGN , 4.5.4. ALL rASTEN00 AND 1'113 DOPW M BeWDED IN GOW F--M oft Q= R4 AN Zxn: R c R
<br />MA.WWY WALL.$ AND LIMES APPLICATION A" TO 190" E AN ANTI- GOKROOIYU COATING PRIOR TO IN9Tr\L l A11C•N.
<br />INTERIOR AND . WOOD FRAMM6 AND 3ii£ATkING 4, 5.5. ALL. FA ENE VI
<br />RS AND TIC 00140 ARE TO PROD13 THU W'UFT CAPACITY CALL W P�;R IN
<br />ROOF PRAM411iG,
<br />STAIR$ AND P Si 009 FRARA MING Th W4,
<br />113 PLANS AS A MINIM 5}B!A'fHIFt6 AND UPLIFT
<br />4, 5. 6. ALL FASTS M TIE ivy", MAM HAN&E RS, JOIST HANGERS, AND FLOOR 1T�U� 0 SYIYA"OM"IN6
<br />3. 3. LOAD FACTORS AND C O MBI NATIO NS = ARE TO 1313 INSTALLED IN A , 00FWANO13 NTH THM PLANS AND MAmwACTLvz R
<br />SPW FICATU",
<br />4, $,l- CONCRETE° W4XpDED 'J' WL.TS USED FOR UPLIFT ARE TO BC YET SET PRIOR TO 1 : T'1AL
<br />HE
<br />3. 3. 1. T FOLLOWING LOAD OOMBINA110N$ WERE DMIONIED FOR , SET OF THIS GONORRL'TC, SPADING AND AL 101M NT ARM TO Be IN ACCORDANCL' NTH TEiL'
<br />TOTAL DL 4 FLOOR LL f ROOF LL DESIGN PLAN$.
<br />TOTAL DL ♦FLOOR LL • M
<br />4. 5. 0. C4WR" O�EDDED TIE DOWNS VSED FOR 1171153 AND WALL LPLl" ARE To 1913 PL s�4.ED
<br />TOTAL b DL 4 M ARMID EMBEDDED RSIWFiOR.GIN& PRIOR TO PLAGIN$ 6ROU'T.
<br />9. 3, 2 O THE GAEL OF WIND LOADS, AN AL LOWABIZ OVER STRESS
<br />O A AO1WERS' ATTACHMENT DETAILS, TO TAN
<br />TO AOM NW FORGE FX5jS
<br />p ILEA& Cm BE GONSIDCONSIDERED. 4. 5. 9. ALl M84 iEVES ALL REHIRE MOO DETAILED.
<br />3. 3. 3. ALL. ROOP AND R3OOR TRUSSES SHALL 313 DE'.Sl&NW TO RESIST
<br />,O
<br />T WORST LOAD COt�INATION RESULTING IN THE MAXIMUM
<br />STW60ES PLACED ON THAT C0H'ONENT. BOTH PARTIAL., HILL,
<br />AND ALTU;VAT1N6 5PAN LOAD1N& ARE TO B13 CONSIOtREO. �+■� ■ �,..,�.�
<br />5.4. DESIGN ASSUMPTION =
<br />3.4. 1. PAWATiONS ARE DE61ONED BASED ON A PRESUMPTIVE BEARING
<br />OAPAO11Y OP 2000 POP ON UNDIST OOiL OR ROCK, IT IS
<br />T' a REWON51BLII
<br />IY OF TTY CONTTRAOTOR TO VERIFY 11113 SOIL
<br />CAPAGITC AND REOVIREZ�tT IN LIES) OF A ROISTERED
<br />6EOTEGHINICAL REPORT.
<br />3.4.2. ALL COLUMN AND WALL FOUNDATiOVS ARE CE°. MaRW UNDER T1-a
<br />C- 01AIMN9 AND WALL.$ VW1265 5HOWN O11�I5L NOTED IN THE
<br />DES16N PLANS.
<br />5. TEWITE PROTECTION
<br />5. I. TOEATMEN (SOIL CHEMICAL SARRIE R METHOD)
<br />5, I. 1. FOO "20J -A P9FJ W E r VON Y�M6C 4 IDENTEPIE5 TF$ TERMITE TRMATM[3iiT PRGYOM AND
<br />ND
<br />NEED FOR PE- M A TREATMEXT CONTRACT RMOvAL .,HALL. 09 PROVIDED. THIS
<br />516N SMALL BE POSTED NEAR TM WATER HEATIE R OR E.SOTRtG PANEL
<br />%L2. PEG R320.TCONDQ45AT5 AND ROOF 0" SPOUTS SHALL DISW4AR&9 AT � EA`3T I'-O' AVAY
<br />PROM BUII SING SIDE MALLS.
<br />FW F$20.Ib M;U6ATiON/SPRIWAX R MTE MS WGLVOIN6 ALL RIS1M AND SPRAY READS
<br />OHALL NOT 1St: INSTAL I - W WITH I'-W OF 11C IWILDIN6 SOB 1 13 .
<br />X OG L 4. F 8140 -'to PROVIDE FOR INSPECTION FOR TERMITE iNFESTATION, ESt131 L M 11A.LL
<br />0905RIN& AND FINAL EARTH GRADE SHALL NOT 813 LE$5 THAN 6 INGHE$. LION PAINT
<br />OR VO ORATlYE CEMENTiM FINISH LEW THAN 5/6' THICK ADHERED 0`AJZTLY TO THE
<br />FO JJ
<br />"ATiON NA
<br />3. L $. FWfW0JJ - INITiAL TREATT-t2=T SHALL IM Cad A TER All I W.AVAT ION A 0 BACK FILL 13
<br />COMPLE:Tk•.
<br />% L 6. FW 832012 -00L DISr RBED AFTER THE INITIAL TREATtIENT SHALL Eye RL`TIREATED
<br />INCLUDING SPACts BOXED OR FORMED.
<br />5, 1.1. FOG 892013 - O90)W A oNCR$'tL
<br />AREAS IN C FLOORS FOR 0 E T INSTALLATION OF TRAPS,
<br />ETC., SHALL W MADE WITH PUOWJ NT Mt+TAL OR PLA9TI0 PORM3. P00WE 4T FORMS KIST Be
<br />OF A SIZE AND DEPTH THAT NULL. EL44I ATO THE DISTUR>'JANGEI OF SOIL, AFTER TEE.' iNNTTA .
<br />L�l1:
<br />TRYATM
<br />S L 6. FW R3201,4 - MINIKH 6 Mill. VAPOR RETARDIE R MUST 542 MTA LL W TO PROTECT AGAINST
<br />"WALL PUTION. U' RAWALL OGCU'R$ WVRB VAPOR RETARDER FL.AGF,M8W
<br />R1: TRFAiM�'NT 19 FIWRED.
<br />1`130 R920J3 - CONGRP.TL° OVE�)R AND MORTAR ALa4 TM FOIAOXTION PHiA�TER MT
<br />BL R MO/ED 691`4M P�CiMOR SOIL TRZArK4Xt.
<br />% L V. FW RZ201b - SOIL TREATMiD1 RUST 813 APPLIED UNDER ALL MCWkIOR CONCREM OR
<br />&RADS WITH 1%0' OF TIe' S11RWiTVFZ 51DE'4ALL%
<br />56 1. U. FW 89201.4 - AN EXTERIOR V CF
<br />ERTICAL e4le -AI. BARRIER MJST OE INSTALLED APTYR
<br />CON3TI;W,TIOH 19 CGbIPLETL■ INGL WING LA105CAPING A110 UV;U0ATION. AMC 501& D19TURHED
<br />AFTER THS VERTICAL OAPAER 15 APP!. W, SFA.L 09 IWFTATED,
<br />56 I. r2. FW R9R520.1 - ALL IWILO N6$ ARE REWIRED TO HAVE PRL- CONSTRUCTION TRLATMEJtT,
<br />3 !. 13. VW R920J - A CERTIFICATE OF COMPLIANO: MUST E0 ISO" TO T}R' EULDIN$ PIPARTMENT
<br />13Y L K PE$T CONTIROL. COMPANY BEFORE A CE MPICATB OF OC�C IPANCY WELL 313
<br />iSf,�(,W THE Ca;MFICAT79 OF COMALIANC13 SHALL STATE, Tre eUIL.DIN& WA3 A
<br />CO : I-ft TREATMENT FOR THE PREVE NVON OF SV11TERIWXM TERMITE. 1T$ TREATMENT 15
<br />IN ACCORDAWA NUTH THE RULES AND LAM OF TIE' FLORIDA PWART IOW OF AbR1Cl WFZ
<br />AFO C04R SERVICES.
<br />M I. 14. FW R92093 - AFTER ALL WORK is COMiPLETED. Loom WOOD AND FILL MUST 19£ RF3 -LOVED
<br />FROM OE5-OW MID YUTHUI 1' -0 TTte BUILDING, THIS WOWDE3 ALL 6RAD2 $TAKES, TVO
<br />TRAP W>24 FORMS, SHMN& OR OTHER CLiL"$111 COWAN" MATERIAL.
<br />FOG 8520.6.2 - NO WOOD, VIS&ETA11ON, 5nt-", CARDBOARD. TRASH. ETC. SHALL BS t meo
<br />WiTH IV-O' OF ANY OUIL.DIN6 OR PROPOSED BU LDN6,
<br />SOIL IS TO Be COMPACTED TO 9576 MODIPIE P'PROCTOR A9 DEFINED BY AaTM D I- KV-l41
<br />6. INSf'EOTION9= OPTIONAL RC-WIf� PER MU
<br />NTS NICIPALITY
<br />6.1. FOUNDATIO
<br />6, 1. 1. A FOUNDATION W;tVW 6HAiL 313 Ft�FO AND A COPY OF THE Wter.Y SHAM BE ON THE
<br />SITE FOR 144: BUILDING iNSPEGTOR'3 USE, OR ALL PROPERTY MARL12$ 5HAL.L Be EXP05ED
<br />AND A 5TRIN6 STRETCHW FROM MARKER TO MARKM TO VERRIFY REWIRW 5ETBAOK$.
<br />FRAMIN6
<br />6, 2 L ALL R"INb, ELECTRICAL AND MBCHAN1C UGH
<br />AL ROUGH -INS MUS BE T 00 SY. INSPECTED, AND
<br />APPRQYW 8W01� TM R90,U5TIN& T PIRAMiN6 i r- % -WTIOK 1`00 105.6
<br />'i. SPECIAL F HAZARD
<br />1. 1. FLOOD HAZARD
<br />1. 1. 1. 5M-,T RE 19 LOOATW IN A SPECIAL FLOOD HAZARD AREA, Al' ELEVATION CO;rTI ICATL■
<br />MUST Off %13MITTIW TO THE 10l.'YE1.OPI -sw SERVICES DIVISION DeFORE R�ST1N6 THE
<br />FFIAJ•Sif16 WSPWTTOK '8 r
<br />120 MPH, EXPOSURE ', IMPORTANCE FACTOR a 1.00
<br />EUILDIN6 CATE60RY II
<br />ENCLOSED (,15, INTERNAL PRESSURE) ACGORDiN6 TO
<br />1609.68
<br />MEAN ROOF HE -16HTS 30'
<br />' ?HALL. rRt'cera "0otrrCiri INV a.Avv"
<br />• • - W\X PFQ:W" •
<br />�r
<br />AMA EXTM(m 6trt7alae
<br />(5Q r* Z04C ZOIL'
<br />a �es.t -2aJ
<br />10 -02A 26,E
<br />SO -SID -1641
<br />100 -1641 -241
<br />ROOF P19'9CUt • MKTO K Z" • / - 41.5 PW 64 MOI% WHII 4 / - 2a.I POP
<br />ei 716 (fit) tlA LS O A FI�Yt ON M ENO OP f0d WA (2) V a0A1rD5. MC1C1 T NAM.s A A ON
<br />tr ODA1tDD. redr" LA.NT NAILS Gr W" ROIL ARE YYJ DQ It0 G1.0?SrR TO Tra
<br />WM t1Vtl 61x2'. THO PAT(17'W TO OC DONtt ON WM OOM
<br />W W } "q% m &AS PLAY mle wv"
<br />Y VOO Oe r VA0W. !'101 16 VARY TO 15M.N. 2' "MATP1t1AL
<br />Y mono " 6ID PLATE " it10n9
<br />11 R aY N?>OQe "T W nB KU LOt+ Or THIS OPM Ylr MT A'Rf6G
<br />n! PLYMM !SA O OU
<br />Y 09 OPL T O.4Y P n13 SPAN I�01l71s d.
<br />DET AIL STRUCTURAL
<br />HEADERS AND BOA
<br />-5
<br />SCALI! 1 5/4" s 1'-0*
<br />ROSERT A. WALL, PJE
<br />Ltaense N o.t 46421
<br />R 2'
<br />STANDARD HOOK FOR #5
<br />RE BAR
<br />w I t. L m."
<br />NO. S AND 4 LAP 6MICE
<br />as' 111" LAP ' It"
<br />um
<br />NO. 5 LAP SPLIGL
<br />WA 14113 LAP 'PL"
<br />NO. '1 LAP SPLICE
<br />REBAR LAP AND BENDING 2
<br />NTS
<br />CONTRAC,TOR TO FIELD VERIFY ALL
<br />DIMENSION*, LOCATIONS AND
<br />ORIENTATIONS PRIOR TO GONSTR OTION.
<br />PLEASE NOTIFY ARCHITECTURAL
<br />SERVICES AND ENGINEERING OF ANY
<br />ERRORS FOUND IN THESE DRAWINGS OR
<br />OF. ANY DRAWINGS THAT ARE NOT FULLY
<br />UNDERSTOOD.
<br />PHONE (815) 948 -2812
<br />rASautr cATLoRY guE3 cATs�oRY MIA?ti1PAGTURl�3i �. +
<br />ROQ" A5M*0 91#!aM 6,W HATUtAh COW M. 10124J $OATS=*
<br />SI
<br />h@8701't HO" Mti'ticm R 6166181
<br />9TFLGn1eN. clo r tT 0 bevtdR R
<br />STI�. aVV"W I'" sCSON 8!0
<br />r4'611
<br />5m* GOt4°OiNT ICTA20 W O
<br />b1ml AAA r nd" 9+fi'SOIt R 111641 OIlOOO
<br />sTRLOT LaT2 sAf +SON R IF470.'1 O'ro1F200�
<br />OSTCKYLlW. GLTi"O!i?? LV926 StifX7l1 R !0655.141 O5/Ot/100q
<br />t'vWTUL CCMVNONT lm r= 51t1°'SO1 R I04W." 05101420"
<br />,
<br />MIN, 20 DAY
<br />DESI6H-
<br />�.
<br />,
<br />6�7
<br />,
<br />MORTAR , ASTM 02'10 Ile. , 2,000 PW 9
<br />4, S. 2. LOAD BEARING CONORffTE MA-50W MOCK SHALL ESL A.ST'MI 090, TYP13 11 tY.-N- h10i9';tE
<br />4.5. 9, ADMIXTWB5 ARE NOT TO IM ADDED TO THU MORTAR WITHOI)T MITTEN APPROVAL FROM
<br />TI16 EN6 L it of RECORD.
<br />4. S. 4. TT$ STREWN A4 ,RWATE STRE OF Tim BLOCK AND MORTAR SHALL BE F"m ■ 1;100 PSI t
<br />4.$.5. METHOD OF 00NCRI51 MA50NKY PL.A & -TNT AND CON5TV"TiON SMALL 09 .ONGAJGIW IN
<br />AGGORDANCE M114 TM W0011FiCATTON'9 AS STATED.
<br />4.3-6. IF JOINT REIt&ORGIN6 i5 SpEe, p, IT SHALL OON5I9T OF 'LADUR-TYPE' 13Y IJURO -YoL.L OR
<br />13WAL WITH ASTM A641, GLASS I, GALVANIZED COATTN6. PL.ACe AT IW O.G. VERTICALLY,
<br />F9 UY IN MORTAR JOINT. LAP 6' MIMiNUM AT MASONRY WALL OO;R1W3 Alm
<br />INTERSECTIONS. PRO PASRICATiED ELLS. TEES, OR W09 OF DISGONTiMCV5 WIRES TP
<br />PROVtD13 W HOOK AT OUTSIDE OF 60RNLJ29. E D RIENWORCIN6 6' MtL41MWf INTO TI'E
<br />2 5 RAILING LOADS t AT rAL. SAND 13417 aP NAl.$. GONTIWC rtEtriFORCiN6 THROUGH Ti13 COL1R•txs
<br />2. 3, 1. ALL RAOLiNO AND 6VARD RAIL SYSTV4`S ARE TO ESL DE!V& D TO
<br />WITHSTAND A CONCENTRATED LOAD OF 200 Poom APPLIED AT ANY4. 4. ST'RUCTVRAL LUMBER t
<br />POINT AND IN ANY DiREOTION.
<br />2. 4. WIND LOAD* t 4.4.1. MAXIMUM DESI o VALUES n M.. I» r
<br />2, 4. 1. MW DESIGN TO B13 CON3WOTE0 IN AGGORDAWA WITH THE FLORIDA , fV 0
<br />WL _
<br />B PING COD13 (2001 EDITION 001114 2009 3U �iTJ
<br />PPL SECTION 1604
<br />AND CONDUCTED L3A%V ON AWE 1-05 WREFUOR/EXTERIOR PRAMiIi6 2x(4) 1500 P•I 823 Pet 90 pat WOO K47
<br />.
<br />2, 4.2. LR'LIFT VALUES AR8 SHOYN ON r,9 DE516N F PRA N&S. EXTERIOR RAMiN6 ZOA 6 00 AND e) 1,2 r t 650 Pet 90 Psi t fx" K61
<br />it
<br />2. S. THERMAL FORGES t FLOOR FRAMING 2x(0 AND 10) 1500 Pw 125 Pal 40 Pot 1,100 K ,
<br />Amt V 6 O, GON3TRUGTION .
<br />T1 RATUR13 RISE, 251
<br />FE
<br />TEMPEAWA FALL , 35 F 4.4. 2. ALL PLYWOOD USED FOR EXTMOR APPLiCATIOa SHALL. COi� U14
<br />ORM TO VoLTARY
<br />2. 5. 2. M =4AN RE.ATIV13 H UC
<br />,MIDITY , - T5% PRODUCT STANDARD PS 1 AND SHALL 56 "A RATED 5HEATHIN& EXP 1.
<br />4, 4.3. ALL PLYWOO LEN'S FOR INTWJOR APPLICATIONS SOCH AS %a FLOOW" AND SIr7'.AR
<br />CREEP AND SHRINKAG t PA RA LL CO TO VOLUNTARY PRODUOT STANDARD P$ 1-.83 AJO WALL b3
<br />2. 6.
<br />4,4.4. IF OSt3 BOARD IS TO ESE VSED IN F'! AGE OF PLYWOOD IS TO HAYS SIMILAR SECTICA
<br />ALL LOSSES$ IN AGGORDANCE HTH AGI 916 PROVE RTiES.
<br />SEISMIC, LOADS s 4.4.5. RECEIVE 541 TANDARD GRADS PRi".SSUREATRP.ATiNG IN CONTACT WITH GONCR_1E 13 TO
<br />4.4. 6. PRESOM TREATED 5Tr4)6TUthL LL , 110M 13 NOT TO 66 U5W FOR ANY NTERIOR
<br />2. 1. 1. SLi9MiG OATWORY 'A' F fT.Am 6.
<br />2. 8, DI= FLEGTION* t
<br />4.4. 1. HIEN PRE FJ1612 EPW TRI139E9 AiV JOISTS A S CALLED FOR ON TTY' PLANS, TM
<br />MkWAO1L$0Z 15 TO SUBMIT SHOP DRAINING$ TO 11 SSINEER OF REOU ,
<br />2. 6. E. FLOOR TRUVE -ES 5HAL LIMIT D1l9.,$GT1ON TO LA-'60 TILES 4. S. FASTEN R5 AND TIE DOWN t
<br />TMM SPAN POR LIVE LOADS AND L/240 Ttl PW T1$ SPAN
<br />POR TOTAL LOAD.
<br />5. DESI(5N METHOD 4. S. 1. F ASTENERS AND TIE 001'049 SHALL CONSIST Of Wr A.'R$ NOT LIMSTE, TO,
<br />SHAPES, ANGLES, CHATL'r 5 , ASTM A96 ■ 36 Ka7
<br />ROUND METAL PiPE , AS11-I 4153, 6RAD3 5 • 95 KeE METAL 5. {. LOAD FACTOR DE5 {6 N : ROM S N6114 �TS # AOTM TM A325' s RJ ■ 4451CSt
<br />MACHIM BOLT'S , 6ALVANIZW AS1M A901
<br />3. 1. I. THE LOAD FACTOR DESE6N t- tEYHOD ?" V5ED TO DEMON r 4, 5, 2, %iEET METAL AGGEOSORiM SHALL GOt'6'ORM To. ASTM A446 OR ABoN AO^W ■ ' Kai
<br />CAST -4N-PLACE CCN ft L' SLAW AND FOOTM69 HTH $40 6ALVAWZED COAT" tN ACCORt)ANG£ WITH ASTM A%2 . �
<br />5, 2, SERVICE LOAD DESIG t 4.5.3. ■ 0.113', 0d ■■ CONSIST • O.tGOMMON NAB NAILS AIW MINIMUM DIAMETER AS rcU., � , 6d
<br />5. 2, I. T}O SERVICE LOADS DE5i6N METHOD Y" VSIW TO DESIGN , 4.5.4. ALL rASTEN00 AND 1'113 DOPW M BeWDED IN GOW F--M oft Q= R4 AN Zxn: R c R
<br />MA.WWY WALL.$ AND LIMES APPLICATION A" TO 190" E AN ANTI- GOKROOIYU COATING PRIOR TO IN9Tr\L l A11C•N.
<br />INTERIOR AND . WOOD FRAMM6 AND 3ii£ATkING 4, 5.5. ALL. FA ENE VI
<br />RS AND TIC 00140 ARE TO PROD13 THU W'UFT CAPACITY CALL W P�;R IN
<br />ROOF PRAM411iG,
<br />STAIR$ AND P Si 009 FRARA MING Th W4,
<br />113 PLANS AS A MINIM 5}B!A'fHIFt6 AND UPLIFT
<br />4, 5. 6. ALL FASTS M TIE ivy", MAM HAN&E RS, JOIST HANGERS, AND FLOOR 1T�U� 0 SYIYA"OM"IN6
<br />3. 3. LOAD FACTORS AND C O MBI NATIO NS = ARE TO 1313 INSTALLED IN A , 00FWANO13 NTH THM PLANS AND MAmwACTLvz R
<br />SPW FICATU",
<br />4, $,l- CONCRETE° W4XpDED 'J' WL.TS USED FOR UPLIFT ARE TO BC YET SET PRIOR TO 1 : T'1AL
<br />HE
<br />3. 3. 1. T FOLLOWING LOAD OOMBINA110N$ WERE DMIONIED FOR , SET OF THIS GONORRL'TC, SPADING AND AL 101M NT ARM TO Be IN ACCORDANCL' NTH TEiL'
<br />TOTAL DL 4 FLOOR LL f ROOF LL DESIGN PLAN$.
<br />TOTAL DL ♦FLOOR LL • M
<br />4. 5. 0. C4WR" O�EDDED TIE DOWNS VSED FOR 1171153 AND WALL LPLl" ARE To 1913 PL s�4.ED
<br />TOTAL b DL 4 M ARMID EMBEDDED RSIWFiOR.GIN& PRIOR TO PLAGIN$ 6ROU'T.
<br />9. 3, 2 O THE GAEL OF WIND LOADS, AN AL LOWABIZ OVER STRESS
<br />O A AO1WERS' ATTACHMENT DETAILS, TO TAN
<br />TO AOM NW FORGE FX5jS
<br />p ILEA& Cm BE GONSIDCONSIDERED. 4. 5. 9. ALl M84 iEVES ALL REHIRE MOO DETAILED.
<br />3. 3. 3. ALL. ROOP AND R3OOR TRUSSES SHALL 313 DE'.Sl&NW TO RESIST
<br />,O
<br />T WORST LOAD COt�INATION RESULTING IN THE MAXIMUM
<br />STW60ES PLACED ON THAT C0H'ONENT. BOTH PARTIAL., HILL,
<br />AND ALTU;VAT1N6 5PAN LOAD1N& ARE TO B13 CONSIOtREO. �+■� ■ �,..,�.�
<br />5.4. DESIGN ASSUMPTION =
<br />3.4. 1. PAWATiONS ARE DE61ONED BASED ON A PRESUMPTIVE BEARING
<br />OAPAO11Y OP 2000 POP ON UNDIST OOiL OR ROCK, IT IS
<br />T' a REWON51BLII
<br />IY OF TTY CONTTRAOTOR TO VERIFY 11113 SOIL
<br />CAPAGITC AND REOVIREZ�tT IN LIES) OF A ROISTERED
<br />6EOTEGHINICAL REPORT.
<br />3.4.2. ALL COLUMN AND WALL FOUNDATiOVS ARE CE°. MaRW UNDER T1-a
<br />C- 01AIMN9 AND WALL.$ VW1265 5HOWN O11�I5L NOTED IN THE
<br />DES16N PLANS.
<br />5. TEWITE PROTECTION
<br />5. I. TOEATMEN (SOIL CHEMICAL SARRIE R METHOD)
<br />5, I. 1. FOO "20J -A P9FJ W E r VON Y�M6C 4 IDENTEPIE5 TF$ TERMITE TRMATM[3iiT PRGYOM AND
<br />ND
<br />NEED FOR PE- M A TREATMEXT CONTRACT RMOvAL .,HALL. 09 PROVIDED. THIS
<br />516N SMALL BE POSTED NEAR TM WATER HEATIE R OR E.SOTRtG PANEL
<br />%L2. PEG R320.TCONDQ45AT5 AND ROOF 0" SPOUTS SHALL DISW4AR&9 AT � EA`3T I'-O' AVAY
<br />PROM BUII SING SIDE MALLS.
<br />FW F$20.Ib M;U6ATiON/SPRIWAX R MTE MS WGLVOIN6 ALL RIS1M AND SPRAY READS
<br />OHALL NOT 1St: INSTAL I - W WITH I'-W OF 11C IWILDIN6 SOB 1 13 .
<br />X OG L 4. F 8140 -'to PROVIDE FOR INSPECTION FOR TERMITE iNFESTATION, ESt131 L M 11A.LL
<br />0905RIN& AND FINAL EARTH GRADE SHALL NOT 813 LE$5 THAN 6 INGHE$. LION PAINT
<br />OR VO ORATlYE CEMENTiM FINISH LEW THAN 5/6' THICK ADHERED 0`AJZTLY TO THE
<br />FO JJ
<br />"ATiON NA
<br />3. L $. FWfW0JJ - INITiAL TREATT-t2=T SHALL IM Cad A TER All I W.AVAT ION A 0 BACK FILL 13
<br />COMPLE:Tk•.
<br />% L 6. FW 832012 -00L DISr RBED AFTER THE INITIAL TREATtIENT SHALL Eye RL`TIREATED
<br />INCLUDING SPACts BOXED OR FORMED.
<br />5, 1.1. FOG 892013 - O90)W A oNCR$'tL
<br />AREAS IN C FLOORS FOR 0 E T INSTALLATION OF TRAPS,
<br />ETC., SHALL W MADE WITH PUOWJ NT Mt+TAL OR PLA9TI0 PORM3. P00WE 4T FORMS KIST Be
<br />OF A SIZE AND DEPTH THAT NULL. EL44I ATO THE DISTUR>'JANGEI OF SOIL, AFTER TEE.' iNNTTA .
<br />L�l1:
<br />TRYATM
<br />S L 6. FW R3201,4 - MINIKH 6 Mill. VAPOR RETARDIE R MUST 542 MTA LL W TO PROTECT AGAINST
<br />"WALL PUTION. U' RAWALL OGCU'R$ WVRB VAPOR RETARDER FL.AGF,M8W
<br />R1: TRFAiM�'NT 19 FIWRED.
<br />1`130 R920J3 - CONGRP.TL° OVE�)R AND MORTAR ALa4 TM FOIAOXTION PHiA�TER MT
<br />BL R MO/ED 691`4M P�CiMOR SOIL TRZArK4Xt.
<br />% L V. FW RZ201b - SOIL TREATMiD1 RUST 813 APPLIED UNDER ALL MCWkIOR CONCREM OR
<br />&RADS WITH 1%0' OF TIe' S11RWiTVFZ 51DE'4ALL%
<br />56 1. U. FW 89201.4 - AN EXTERIOR V CF
<br />ERTICAL e4le -AI. BARRIER MJST OE INSTALLED APTYR
<br />CON3TI;W,TIOH 19 CGbIPLETL■ INGL WING LA105CAPING A110 UV;U0ATION. AMC 501& D19TURHED
<br />AFTER THS VERTICAL OAPAER 15 APP!. W, SFA.L 09 IWFTATED,
<br />56 I. r2. FW R9R520.1 - ALL IWILO N6$ ARE REWIRED TO HAVE PRL- CONSTRUCTION TRLATMEJtT,
<br />3 !. 13. VW R920J - A CERTIFICATE OF COMPLIANO: MUST E0 ISO" TO T}R' EULDIN$ PIPARTMENT
<br />13Y L K PE$T CONTIROL. COMPANY BEFORE A CE MPICATB OF OC�C IPANCY WELL 313
<br />iSf,�(,W THE Ca;MFICAT79 OF COMALIANC13 SHALL STATE, Tre eUIL.DIN& WA3 A
<br />CO : I-ft TREATMENT FOR THE PREVE NVON OF SV11TERIWXM TERMITE. 1T$ TREATMENT 15
<br />IN ACCORDAWA NUTH THE RULES AND LAM OF TIE' FLORIDA PWART IOW OF AbR1Cl WFZ
<br />AFO C04R SERVICES.
<br />M I. 14. FW R92093 - AFTER ALL WORK is COMiPLETED. Loom WOOD AND FILL MUST 19£ RF3 -LOVED
<br />FROM OE5-OW MID YUTHUI 1' -0 TTte BUILDING, THIS WOWDE3 ALL 6RAD2 $TAKES, TVO
<br />TRAP W>24 FORMS, SHMN& OR OTHER CLiL"$111 COWAN" MATERIAL.
<br />FOG 8520.6.2 - NO WOOD, VIS&ETA11ON, 5nt-", CARDBOARD. TRASH. ETC. SHALL BS t meo
<br />WiTH IV-O' OF ANY OUIL.DIN6 OR PROPOSED BU LDN6,
<br />SOIL IS TO Be COMPACTED TO 9576 MODIPIE P'PROCTOR A9 DEFINED BY AaTM D I- KV-l41
<br />6. INSf'EOTION9= OPTIONAL RC-WIf� PER MU
<br />NTS NICIPALITY
<br />6.1. FOUNDATIO
<br />6, 1. 1. A FOUNDATION W;tVW 6HAiL 313 Ft�FO AND A COPY OF THE Wter.Y SHAM BE ON THE
<br />SITE FOR 144: BUILDING iNSPEGTOR'3 USE, OR ALL PROPERTY MARL12$ 5HAL.L Be EXP05ED
<br />AND A 5TRIN6 STRETCHW FROM MARKER TO MARKM TO VERRIFY REWIRW 5ETBAOK$.
<br />FRAMIN6
<br />6, 2 L ALL R"INb, ELECTRICAL AND MBCHAN1C UGH
<br />AL ROUGH -INS MUS BE T 00 SY. INSPECTED, AND
<br />APPRQYW 8W01� TM R90,U5TIN& T PIRAMiN6 i r- % -WTIOK 1`00 105.6
<br />'i. SPECIAL F HAZARD
<br />1. 1. FLOOD HAZARD
<br />1. 1. 1. 5M-,T RE 19 LOOATW IN A SPECIAL FLOOD HAZARD AREA, Al' ELEVATION CO;rTI ICATL■
<br />MUST Off %13MITTIW TO THE 10l.'YE1.OPI -sw SERVICES DIVISION DeFORE R�ST1N6 THE
<br />FFIAJ•Sif16 WSPWTTOK '8 r
<br />120 MPH, EXPOSURE ', IMPORTANCE FACTOR a 1.00
<br />EUILDIN6 CATE60RY II
<br />ENCLOSED (,15, INTERNAL PRESSURE) ACGORDiN6 TO
<br />1609.68
<br />MEAN ROOF HE -16HTS 30'
<br />' ?HALL. rRt'cera "0otrrCiri INV a.Avv"
<br />• • - W\X PFQ:W" •
<br />�r
<br />AMA EXTM(m 6trt7alae
<br />(5Q r* Z04C ZOIL'
<br />a �es.t -2aJ
<br />10 -02A 26,E
<br />SO -SID -1641
<br />100 -1641 -241
<br />ROOF P19'9CUt • MKTO K Z" • / - 41.5 PW 64 MOI% WHII 4 / - 2a.I POP
<br />ei 716 (fit) tlA LS O A FI�Yt ON M ENO OP f0d WA (2) V a0A1rD5. MC1C1 T NAM.s A A ON
<br />tr ODA1tDD. redr" LA.NT NAILS Gr W" ROIL ARE YYJ DQ It0 G1.0?SrR TO Tra
<br />WM t1Vtl 61x2'. THO PAT(17'W TO OC DONtt ON WM OOM
<br />W W } "q% m &AS PLAY mle wv"
<br />Y VOO Oe r VA0W. !'101 16 VARY TO 15M.N. 2' "MATP1t1AL
<br />Y mono " 6ID PLATE " it10n9
<br />11 R aY N?>OQe "T W nB KU LOt+ Or THIS OPM Ylr MT A'Rf6G
<br />n! PLYMM !SA O OU
<br />Y 09 OPL T O.4Y P n13 SPAN I�01l71s d.
<br />DET AIL STRUCTURAL
<br />HEADERS AND BOA
<br />-5
<br />SCALI! 1 5/4" s 1'-0*
<br />ROSERT A. WALL, PJE
<br />Ltaense N o.t 46421
<br />R 2'
<br />STANDARD HOOK FOR #5
<br />RE BAR
<br />w I t. L m."
<br />NO. S AND 4 LAP 6MICE
<br />as' 111" LAP ' It"
<br />um
<br />NO. 5 LAP SPLIGL
<br />WA 14113 LAP 'PL"
<br />NO. '1 LAP SPLICE
<br />REBAR LAP AND BENDING 2
<br />NTS
<br />CONTRAC,TOR TO FIELD VERIFY ALL
<br />DIMENSION*, LOCATIONS AND
<br />ORIENTATIONS PRIOR TO GONSTR OTION.
<br />PLEASE NOTIFY ARCHITECTURAL
<br />SERVICES AND ENGINEERING OF ANY
<br />ERRORS FOUND IN THESE DRAWINGS OR
<br />OF. ANY DRAWINGS THAT ARE NOT FULLY
<br />UNDERSTOOD.
<br />PHONE (815) 948 -2812
<br />rASautr cATLoRY guE3 cATs�oRY MIA?ti1PAGTURl�3i �. +
<br />ROQ" A5M*0 91#!aM 6,W HATUtAh COW M. 10124J $OATS=*
<br />SI
<br />h@8701't HO" Mti'ticm R 6166181
<br />9TFLGn1eN. clo r tT 0 bevtdR R
<br />STI�. aVV"W I'" sCSON 8!0
<br />r4'611
<br />5m* GOt4°OiNT ICTA20 W O
<br />b1ml AAA r nd" 9+fi'SOIt R 111641 OIlOOO
<br />sTRLOT LaT2 sAf +SON R IF470.'1 O'ro1F200�
<br />OSTCKYLlW. GLTi"O!i?? LV926 StifX7l1 R !0655.141 O5/Ot/100q
<br />t'vWTUL CCMVNONT lm r= 51t1°'SO1 R I04W." 05101420"
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<br />MIN, 20 DAY
<br />DESI6H-
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<br />6�7
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<br />6�7
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