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12-259-006TERMITE TREATMENT ALL BUILDINGS SHALL HAVE PRE CONSTRU'C'TION TREATMENT' PROTECTION AGAINST SUBTERRANEAN TERMITES AS PER R.720,1 1=.13.0. 2007- A CERTIFICATE OF COMPLIANCE SHALE BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICEI\I`:dED PEST CONTROL CCUPviP61NY TFIAT "ONTAINS THE FOLLC`AVING STATEMIIENT`s;: "THE BUILD W -1)' HAE"'y R'- _.CEIVED A COMPLE -I -E TREATME ' ' FOR 'l-HE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS 1N ACCORD�'�NCE `NITH TH'E I= DLES AND LA',NS E`)TABLI HED BY THE FLORIDA DEPARTMENT OF AGRIC:UL'R.11R E AND C0SIJMER SERVICES ". I IN! 1, CONCRETE IN I.C.F . WALES SI--iAI_L 11AVE 3,000 P. S.I. COMPRES�­dVE STRE-=NGTE -1 AT 28 DAYS, GTHER�A /ISE NOTIED (U_(?.N.) 2. ALL RF_-II``1EORf_'.ING STEEL SHALL LSE DUORI \,1ED BARS, AND S171A.1_.L. HAVE, A VINI MUM YIELD STRENGTI -i Gr= 60 000 P.S.I. GRADE 60, AND MEET A,S,T,M, A -615 SPECS, W (3) #4 VERTICAL @ 12 "O.C. LAP SPLICES MIN. 30" :5, AILL .� -TT`U: 1UR,n,I_ -- STEE.:L.. `:'HA.i_.I_.. HAVE A MINIMUM YIELD STRENGTH 011 36,000 F'.5.,,, AMID MEET A -S. T.M. A- - -;5r-' SPECS. Size W In 12* X 16" SOIL STATEMENT BASED ON VISUAL INSPECTION OF THE SITE, THE SOIL CONSISTS OF UNDISTURBED SAND AND ROCK HAVING A MINIMUM SOIL BEARIPIG FRESSURE CAF 20)00) PSF. THE CC?I \11Fii \CT ?i� SE-IALL CONTACT- -1- -IE A/E .TO 911SPEC -' THE SOIL CIONDI'TI( NS' AT -TIME: OF FOUNDATION EXCAV /-i HON AND A SI(v.P \lED AND SEALED LETTER: SHALL BE SUBMITTED BY THE ARCHI -TEC'T OR ENGINEER TO THE B01ILDING DEPARTMENT ATTESTING THAT THE SI TIE HAS BEEN OB SER'JE D ANiD THE FOUNDAT.ION CONDITIONS ARE SIMILAR TO 11 -10SE UPON WI­--IIC"H -HE DESIGN IS BA`1ED. COMPACTION NOTE: C:O., IPACT FILL TO 9'5% MODIFIED PROCTOR TE T SLAB ON GRADE 1, CCNC l.REJE SLAB ON FILL SELECTED FILL MA- 1ERIAL SHALL BE CLEAN CRUSHED LIMESTONE (3 MAXIMUM PAE;TICLE) OR `SAND. THE FILL PL.AGLMENJ S&KAILD OCCUr� DIRY AND CO \,IF'ACTED TO A MINI IUM OF 98 PERCENT OFF THE MODIFIED PROCTOR MAXIINIUM DRY DEN`,ITY (AS-ml D -1 ��Li7) oR f AA EiTO T-180). FC�LLU�N COIL LAB REO,ovIMEt ipAI1VIv1 FG�F? Hf7 METWODS AND PROCEDURES, ALL FILL. WORK SHALL BE SUPEVISED BY THE SOIL. LABORATORY RE1= 'RESEN- (ATIVE, 2. _JLABS ON GRADE SHALE BE PLACE OVER O"MIL VU SQUELEN OR ENGINEER. APPF'OVED EQUIVALENT . WELDED WIRE FAERI S SHALL CONFORM VdTI1 ASTM A1,85 78 STANDARD SPECIFICATION FOR WELDED '0/ RL FABRIC FOR CONCRETE RCiNI= ORCEMENT. 4, '--,i -AIF'. WIRE FAf3RI�, TURING CON""FRFTE Pi...a 'E'v1 lil IC ;�IS.�RE ROPER POSH ]UN IN SLAB. 5. 'TAW CU %C)(:TROL JOINT:; SEIALL BE 'SAtNEL1 AS SOON AS THE CONCRETE IS HARD ENUUC_,H NOT TO BE -I.OR.N OR DAMAGED BY THE BLADE. (,400 S.F. PANE=L MAX. j COLT ;Mrd, BEAMS WALLS vI ANY oTI�ER STRU' TU AL MEP NER f FN°- IRAI-ION Si_A.B DN FILL >I-IA.L! Ear ISOLATED BY PREMOLDED ,IOiNT FILLEF', (� "TI II _ I) Colv`F'LYING 'V�, TF; AS-(M 01752 .TYPE I. T N LO COLUMN & CHAR SCHEDULE MARK WIN DESCRIPTION 1❑ d` (1) #4 VERTICAL @ 12 "O.C. LAP SPLICES MIN. 30" ® (1) #5 VERTICAL LAP SPLICES MIN. 30" ® 1 #4 CONT. (2) #5 VERTICAL LAP SPLICES MIN. 30" ® W (3) #4 VERTICAL @ 12 "O.C. LAP SPLICES MIN. 30" GRADE-, (1) #5 VERTICAL @ 48 "O.C. IN GROUT FILLED CELL L FOOTING SCHEDULE ULE I�!lcark WF16 Size W In 12* X 16" Reinforcing Remark L ifudlnal 0 frognsversal 0 Longitudinral 3 #5 Transversal #4 @ 2470.C', WF12 12" X 12" 0 0 2 /5 #3 48 "O.C. W TE16 12" X 16" 0 0 2 #5 #3 © 48 "O.C. 1.7(1) TE8 8" X 8" 0 0 1 #5 0 W CORNER BAR NOTES AT FOOTING: PROVIDE ? AT EACI -1 CO Rf�ER LAPPED 48" ON EACH NRECTI0N IT AT S' MOM THE OUT;IDE -FAC AT TIIr_ BEAM: PROVIDE 21 #5 AT EACI -i C'('PNER LAPPED 30" ON EACI -1 DIPECTION INISTALL IT AT 2" FROM THE OU'TSOE .FACE SLAB ON GRADE 1, CCNC l.REJE SLAB ON FILL SELECTED FILL MA- 1ERIAL SHALL BE CLEAN CRUSHED LIMESTONE (3 MAXIMUM PAE;TICLE) OR `SAND. THE FILL PL.AGLMENJ S&KAILD OCCUr� DIRY AND CO \,IF'ACTED TO A MINI IUM OF 98 PERCENT OFF THE MODIFIED PROCTOR MAXIINIUM DRY DEN`,ITY (AS-ml D -1 ��Li7) oR f AA EiTO T-180). FC�LLU�N COIL LAB REO,ovIMEt ipAI1VIv1 FG�F? Hf7 METWODS AND PROCEDURES, ALL FILL. WORK SHALL BE SUPEVISED BY THE SOIL. LABORATORY RE1= 'RESEN- (ATIVE, 2. _JLABS ON GRADE SHALE BE PLACE OVER O"MIL VU SQUELEN OR ENGINEER. APPF'OVED EQUIVALENT . WELDED WIRE FAERI S SHALL CONFORM VdTI1 ASTM A1,85 78 STANDARD SPECIFICATION FOR WELDED '0/ RL FABRIC FOR CONCRETE RCiNI= ORCEMENT. 4, '--,i -AIF'. WIRE FAf3RI�, TURING CON""FRFTE Pi...a 'E'v1 lil IC ;�IS.�RE ROPER POSH ]UN IN SLAB. 5. 'TAW CU %C)(:TROL JOINT:; SEIALL BE 'SAtNEL1 AS SOON AS THE CONCRETE IS HARD ENUUC_,H NOT TO BE -I.OR.N OR DAMAGED BY THE BLADE. (,400 S.F. PANE=L MAX. j COLT ;Mrd, BEAMS WALLS vI ANY oTI�ER STRU' TU AL MEP NER f FN°- IRAI-ION Si_A.B DN FILL >I-IA.L! Ear ISOLATED BY PREMOLDED ,IOiNT FILLEF', (� "TI II _ I) Colv`F'LYING 'V�, TF; AS-(M 01752 .TYPE I. T N LO A­ ; , 3 #5 2 FOUNDATION PLAN SCALE: 1/4 = 1' -0" ICF WALL (REEER TO PLAN -T ,r FOR SIZE & REIN;".) r ---4" THICK CONCRETE SLAB ' W /6x6 W1.4xW9.4 INWF, OVER 6 MIL. VAPOR BARRIER, ON �. COMPACTED FILL 8 #4 0 12" O.C. � TOP x TOIL OF SUV L= SEE PLAN VAPOR BARRIER A (REFER TO GEN. NOTES) l MIN. -- - - - - -- #4 0 24" O' G. TRANSV. REINF, MONOLITHIC CG SCALE: N.T.S. C 34' -0" iN I N N I 01 T 0 I Ln s %i —% T 1 rlAlr IrAIT "I f.-- T(Ar9 nt- 11 1 1 BAR AS REQUIRED IN TABLE R611.7(2) ri WIN J d` LJ cn LINTEL 1 #4 CONT. w W GRADE-, ..c o 0 \ a -� -� r4') z o 1 Z A­ ; , 3 #5 2 FOUNDATION PLAN SCALE: 1/4 = 1' -0" ICF WALL (REEER TO PLAN -T ,r FOR SIZE & REIN;".) r ---4" THICK CONCRETE SLAB ' W /6x6 W1.4xW9.4 INWF, OVER 6 MIL. VAPOR BARRIER, ON �. COMPACTED FILL 8 #4 0 12" O.C. � TOP x TOIL OF SUV L= SEE PLAN VAPOR BARRIER A (REFER TO GEN. NOTES) l MIN. -- - - - - -- #4 0 24" O' G. TRANSV. REINF, MONOLITHIC CG SCALE: N.T.S. C 34' -0" iN I N N I 01 T 0 I Ln s %i —% T 1 rlAlr IrAIT "I f.-- T(Ar9 nt- 11 1 1 TYPICAL WALL RE NC. SCALE: N.T.S. UIRED c:RE TIE �c�OT1NC2 .. I L(_)NCSITU I 48 MIN. LAP C;ORNE:I SPI.. CE:. BAR:; SIZE ' D Qu'LAi``I-n \r , - - -- l_EIlVTUDINAL RE!IdF B?FzS 1' ---- .4„ '> r. #5 , R j 48" _�A, 'WAY, ONE TO-, C1N- CAN BOT -TO l- C01NI RE:TE F ('('; T I:K FOUNDATION CORNER BAR DETAIL �, ��., r� C. r.I,•)TF_ € GEL.LS 1 I� MAilk r A'_. n,1 #4 VER T . CO .z '_ %. . BAR AS REQUIRED IN TABLE R611.7(2) ri WIN J a O cn LINTEL id- z �o w W Q zn r o 0 -� -� r4') z o Z — #4 BAR AS RE _ W P W /r IN R6 1.7(1) i° z =E — (TYP.) OPENING p W cn voa ---� II­_ cc 12" =11 0 W #5 BAR (TYP. IN _ LD�N TO a MAX: 12" LL VERT. REINED CEME O _ cn MAX. QO TABLE R611.7 1) I T.. M Imo, C) O I 2' -0" - " " ' " 24 L < 4 —O 24 2 _ - < —,_-- L_-_4 0" r.... _ 4" 4" - -- - TYPICAL WALL RE NC. SCALE: N.T.S. UIRED c:RE TIE �c�OT1NC2 .. I L(_)NCSITU I 48 MIN. LAP C;ORNE:I SPI.. CE:. BAR:; SIZE ' D Qu'LAi``I-n \r , - - -- l_EIlVTUDINAL RE!IdF B?FzS 1' ---- .4„ '> r. #5 , R j 48" _�A, 'WAY, ONE TO-, C1N- CAN BOT -TO l- C01NI RE:TE F ('('; T I:K FOUNDATION CORNER BAR DETAIL �, ��., r� C. r.I,•)TF_ € GEL.LS 1 I� MAilk r A'_. n,1 #4 VER T . CO .z '_ %. . F I r.� `.,y„ TOP VIEW E I END VIEW -- -- ------------------ i I e E E ' l t� FORM TIE 4'__ " ;`�------------------------------------- f SIDS` VIE w 9 , I�> T ITE STI IGHT DETAIL -1 ClOVIFRNIING CODE: FLORIDA BUILDING CODE 2007 r A) [DESIGN LOADS ROOF LIVE LOADS., 30 PSF ROOF DEAD LOADS: 25 PSI" B) WIND ASCE 7• --05 IMPORTANCE FACTOR = 1.0 WIND VELOCITY =� 146 MPH EXPOSURE CATEGORY = °'C" 31 �L.I(' DATIONIS A) CLEAR SITE OF ALL UNSUITABLE MATERIALS B) EXCAVATE FOR FOOTINGS. A GEOTECHNICAL ENGINEER SHALL INSPECT THE EXCAVATIONS AND CONFIRM THAT EXPOSED MATERIAL IS SUITABLE FOR DESIGN BEARING PRESSURE. C) AFTER FOOTINGS ARE POURED, PLACE FILL. AS REQUIRED TO BRING SITE TO GRADE FILL SMALL BE PLACED IN 12 " MAXIMUM LIFTS AND COMPACTED TO 95% DENSITY AS DETERMINED BY ASTM D1557 (METHOD B,) D) FILL MATERIAL SHALL CONSIST OF CLEAN SAND, OR SAND, AND ROCK WITH NOT MORE THAN 10% PASSING A NUMBER 200 SIEVE, E) DESIGN FOUNDATION BEARING PRESSURE = 2000 PSF /I) C,0irlCr"`iET A) FOUNDATION & SLAB ON GRADE = 3000 PSI 28 BAYS B) ALL OTHER CONC. 4000 PSI 0 28 DAYS C) MAX. SLUMP = 4" 1 5) REIiNFOI-=�CINC STEEL.: ASTM A615 (GRADE 60) 6) WF'1__DEDWIRE FABRIC ASTM Al85 7) CI ... E/aARANC F C:)P THE F= �EINP-ORC'I1NC! STEEL.: FROM THE FACE OF CONCRETE SHALL BE AS FOLLOWS (UNLESS INDICATED OTHERWISE). A) FOUNDATIONS --- 3" B) COLUMNS AND BEAMS (TO TIES OIL STIRRUPS) 1 -1/2 " C) SLABS - - INTERIOR - 1" EXPOSED TO WEATHER - 1-1/2" 9) STR _J0T(._jRAL STEEL: A) SHAPES, BARS AND PLATES- ••- -,Silwl A36 B) ANCHOR BOLTS- -- ASTM A307 C) EXPANSION BOLTS ----- HILTI - KWIKBOL.T`a" D) MELDING ELECTRODES— CLASS E70XX -10) CONJTRACTORIS RESPOiN - IBIL.IT`l: CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF FORMWORK AND SHORING. 1 -`) CO ORD11NkTION WORK THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR LOCATIONS OF EMBEDDED ITEMS. '12) :-�HOF L)F-1A\VINGS: ALL SHOP DRAWINGS INCLUDING SHORING SHALL BE SUBMITTED FOR A/E REVIEW ONLY AFTER THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHqypy 01 x S AND O TRADE C IR�MF TS, 339LDI E1 NUS B STAMPED CONTRACTOR'S APPROVAL STAMP, THE A/E A°s-rn'jC;r(JRAL .._ ASSUMES NO RESPONSIBILITY FOR DIMENSIONS,` Its" QUANTITIES, ERRORS OR OMISSIONS AS A .. � RESULT OF REVIEWING ANY SHOD QRAWINS. V ter, 1 ) SHEA l -HI NG USE 19/32" PLYWOOD APA DATED SHEATHING EXPOSURE 1, INSTALL WITH THE LONG DIMENSION OIL STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS, AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL END JOINTS SHALL OCCUR OVER FRAMING, NAIL 8d 0 6" O.C. ALONG SUPPORT PANEL EDGES AND AT INTERMEDIATE SUPPORTS, NAIL 8d 0 4" O.C. ALONG THE PERIMETER OF THE ROOF. THIS IS LASED ON MAXIMUM SUPPORT SPACING OF 24" O.C. NAILS SHALL BE "RING SHANK" WITH 1 /4" MIN. PENETRATION ON MAIN MEMBER. 14) SOFFIT @ OPEN AREAi, USE 5,/8" CDX PLYWOOD APA HATED SHEATHING EXPOSURE I. NAILING SAME AS SHEATHING ABOVE. —. .. .. ri WIN a O cn a_ P W Q F I r.� `.,y„ TOP VIEW E I END VIEW -- -- ------------------ i I e E E ' l t� FORM TIE 4'__ " ;`�------------------------------------- f SIDS` VIE w 9 , I�> T ITE STI IGHT DETAIL -1 ClOVIFRNIING CODE: FLORIDA BUILDING CODE 2007 r A) [DESIGN LOADS ROOF LIVE LOADS., 30 PSF ROOF DEAD LOADS: 25 PSI" B) WIND ASCE 7• --05 IMPORTANCE FACTOR = 1.0 WIND VELOCITY =� 146 MPH EXPOSURE CATEGORY = °'C" 31 �L.I(' DATIONIS A) CLEAR SITE OF ALL UNSUITABLE MATERIALS B) EXCAVATE FOR FOOTINGS. A GEOTECHNICAL ENGINEER SHALL INSPECT THE EXCAVATIONS AND CONFIRM THAT EXPOSED MATERIAL IS SUITABLE FOR DESIGN BEARING PRESSURE. C) AFTER FOOTINGS ARE POURED, PLACE FILL. AS REQUIRED TO BRING SITE TO GRADE FILL SMALL BE PLACED IN 12 " MAXIMUM LIFTS AND COMPACTED TO 95% DENSITY AS DETERMINED BY ASTM D1557 (METHOD B,) D) FILL MATERIAL SHALL CONSIST OF CLEAN SAND, OR SAND, AND ROCK WITH NOT MORE THAN 10% PASSING A NUMBER 200 SIEVE, E) DESIGN FOUNDATION BEARING PRESSURE = 2000 PSF /I) C,0irlCr"`iET A) FOUNDATION & SLAB ON GRADE = 3000 PSI 28 BAYS B) ALL OTHER CONC. 4000 PSI 0 28 DAYS C) MAX. SLUMP = 4" 1 5) REIiNFOI-=�CINC STEEL.: ASTM A615 (GRADE 60) 6) WF'1__DEDWIRE FABRIC ASTM Al85 7) CI ... E/aARANC F C:)P THE F= �EINP-ORC'I1NC! STEEL.: FROM THE FACE OF CONCRETE SHALL BE AS FOLLOWS (UNLESS INDICATED OTHERWISE). A) FOUNDATIONS --- 3" B) COLUMNS AND BEAMS (TO TIES OIL STIRRUPS) 1 -1/2 " C) SLABS - - INTERIOR - 1" EXPOSED TO WEATHER - 1-1/2" 9) STR _J0T(._jRAL STEEL: A) SHAPES, BARS AND PLATES- ••- -,Silwl A36 B) ANCHOR BOLTS- -- ASTM A307 C) EXPANSION BOLTS ----- HILTI - KWIKBOL.T`a" D) MELDING ELECTRODES— CLASS E70XX -10) CONJTRACTORIS RESPOiN - IBIL.IT`l: CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF FORMWORK AND SHORING. 1 -`) CO ORD11NkTION WORK THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR LOCATIONS OF EMBEDDED ITEMS. '12) :-�HOF L)F-1A\VINGS: ALL SHOP DRAWINGS INCLUDING SHORING SHALL BE SUBMITTED FOR A/E REVIEW ONLY AFTER THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHqypy 01 x S AND O TRADE C IR�MF TS, 339LDI E1 NUS B STAMPED CONTRACTOR'S APPROVAL STAMP, THE A/E A°s-rn'jC;r(JRAL .._ ASSUMES NO RESPONSIBILITY FOR DIMENSIONS,` Its" QUANTITIES, ERRORS OR OMISSIONS AS A .. � RESULT OF REVIEWING ANY SHOD QRAWINS. V ter, 1 ) SHEA l -HI NG USE 19/32" PLYWOOD APA DATED SHEATHING EXPOSURE 1, INSTALL WITH THE LONG DIMENSION OIL STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS, AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL END JOINTS SHALL OCCUR OVER FRAMING, NAIL 8d 0 6" O.C. ALONG SUPPORT PANEL EDGES AND AT INTERMEDIATE SUPPORTS, NAIL 8d 0 4" O.C. ALONG THE PERIMETER OF THE ROOF. THIS IS LASED ON MAXIMUM SUPPORT SPACING OF 24" O.C. NAILS SHALL BE "RING SHANK" WITH 1 /4" MIN. PENETRATION ON MAIN MEMBER. 14) SOFFIT @ OPEN AREAi, USE 5,/8" CDX PLYWOOD APA HATED SHEATHING EXPOSURE I. NAILING SAME AS SHEATHING ABOVE. ,y ;A z o � ,I t " ALc�wwa oo�srtnN IM& UNKEJM W= OF IM ANN=. 7M UK MAY NOT a.' 9W4=7M um on v OIlpA�O WOIR WnM OF 7W �iNCT. JOB No.: 12.05928. S FR REVISIONS: DATE: 3/5/2012 CHECKED BY: DRAWN BY. SRL PLOT: 100% SHEET INDEX: F❑UNDATI ❑N PLAN N ❑TES, DETAILS SHEET No.: S-2 a z a O cn a_ P W Q zn r o 0 -� -� r4') z o Z 00 0 Qo 0�0 _ W P W W cn i° z =E t7 p W cn voa z II­_ cc Lli =11 0 W O a oc W LL I— O _ cn cn QO ❑ H T.. M Imo, C) O I M � CID LL. _ LL. ICS � 'Q a) co C4 a w Q c�� L ♦ O z.. U w co z o w o o 11 ¢ O U— ,y ;A z o � ,I t " ALc�wwa oo�srtnN IM& UNKEJM W= OF IM ANN=. 7M UK MAY NOT a.' 9W4=7M um on v OIlpA�O WOIR WnM OF 7W �iNCT. JOB No.: 12.05928. S FR REVISIONS: DATE: 3/5/2012 CHECKED BY: DRAWN BY. SRL PLOT: 100% SHEET INDEX: F❑UNDATI ❑N PLAN N ❑TES, DETAILS SHEET No.: S-2 a a a_ PO zn r o 0 -� -� r4') w o Z 00 0 Qo 0�0 ,- W P z LLJ W cn i° =E Z U p Q cn voa .� ,y ;A z o � ,I t " ALc�wwa oo�srtnN IM& UNKEJM W= OF IM ANN=. 7M UK MAY NOT a.' 9W4=7M um on v OIlpA�O WOIR WnM OF 7W �iNCT. JOB No.: 12.05928. S FR REVISIONS: DATE: 3/5/2012 CHECKED BY: DRAWN BY. SRL PLOT: 100% SHEET INDEX: F❑UNDATI ❑N PLAN N ❑TES, DETAILS SHEET No.: S-2