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02-279-009, TERMITE TREATMENT ALL BUILDINGS SHALL HAVE PRE - -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES AS PER 8320.1 F.B -C. 2007. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO r� G EPA �, 'I � �. E� I CONTROL r THE LICENSED P 1 DER! -,R TMENT BY TI--IE BUILDING CONPANY THAT CONTAINS TI - -IE FOLLOWING STATEMENTS: "T" HE BUILDING HAS RECEI`JED A COMPLETE TREATMENT FOR THE PREVENTION OF St 113TERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WIT1 -1 THE RULES AND LAWS ESTABLISHED BY THE FLORIDA. DEPARTMENT OF AGRICULTURE AND COSUMEP SERVICES ". GENERAL NOTES 1. CONCRETE IN I.C.F. WALLS SHALL HAVE 3,000 P. S.I. COMPRESSIVE STRENGTH AT 25 DAYS, UN .ESS O�T-HERWiSE NOTE.: (U.0,N.) 2. ALL REINI --ORCING STEEL SHALL BE DEFORMED BARS, AND SHALL HAVE' A MINIMUM YIELD STRENGTH OF 60,000 P.S.I. GRADE 60, AND MEET A.S.T.M. A -61S SPECS. 3. AI.L_ `. TRUCTURAL STEEL SHAI._.i_ HAVE A MINIMUM YIELD STRENGTH OF' 36,000 P.5_I., AND MEET A.S.*T,M. A -36 SPECS. SOIL STATEMENT BASED ON VISUAL INSPECTION OF THE SITE, THE SOIL CONSISTS OF UNDISTURBED SAND AND ROCK HAVING A MINIMUM SOIL BEARING PRESSURE OF 200J PSF. THE CC ?NTRACTOR SHALL CON1 -ACT THE A/E TO INSPEC I THE SOIL CON[)ITIONS AT TIME OF FOUNDATION EXCAVATION AND A SIGNED AND SEALED LETTER SHALL BE SUBMITTED BY THE ARCHITECT OR ENGINEER TO THE BUILDING DEPARTMENT ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH -1.1 --iE DESIGN IS BASED. COMPACTION NOTE: COMPACT FILL TO 95% MODIFIED PROCTOR TES T COLUMN & BAR SCHEDULE MARK DESCRIPTION 1❑ (1) #4 VERTICAL @ 12 "O.C. LAP SPLICES MIN. 30" F2] (1) #5 VERTICAL LAP SPLICES MIN. 30" 0 (2) #5 VERTICAL LAP SPLICES MIN. 30" (3) #4 VERTICAL @ 12 "O. C. LAP SPLICES MIN. 30" -�. 1 5 VERTICAL @ 48 "O.C. IN GROUT FILLED CELL 4" THICK CONCRETE SLAB FOOTING SCHEDULE Marls wxD) In Reinf4rCing fternarks Lo ltudinal Irrnsversal Lonai#udinal Transversal WF16 1z X 16" 0 d 3 #5 #4 @ 24 "o.0 1#4 CONT. WF12 12" X 12" 0 0 2 #5 #3 @ 48 "O.C. TE16 12" X 16" 0 0 2 #5 #3 @ 48 "O.C. TE8 8" X 8" 0 0 1 #5 0 CORNER BAR NOTES AT FOOTING: PROVIDE 2 #5 AT EACH CORNER LAPPED 48" ON EACE-I DIRECTION INSTALL IT AT J" FROM THE OUTSIDE -FACE AT THE BEAM: PROVIDE 2 #5 AT EACH CORNER LAPPED 30" ON EACH DIRECTION INSTALL IT AT 2" FROM THE OUTSIDE .FACE SLAB ON GRADE: SELECTED FILL MATERIAL SHALL BE CLEAN CRUSHED LIMESTONE (3" MAXIMUM PARTICLE) OR LAND, THE FILL PLACEMENT SHOULD OCCUR DRY AND COMPACTED TO A MINIMUM OF 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D -1557) OR (AASH T O T -180). FOLLOW S01 LAB RECOMMENDATION FOR THE METHODS AND PROCEDURES, ALL FILL WORK SHALL BE SUPEV'SED BY THE SOIL LABORATORY REPRESENTATIVE. 2. SLABS ON GRADE SHALL BE PLACE OVER 6MIi_ VUSQUEEN OR ENGINEER APPROVED EQUIVALENT 3. WELDED WIRE FABRICS SHALL CONFORM WITH ASTM A185 - - -78 STANDARD SPECIFICATION FOR WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT. 4, CHAIR WIRE. FABRIC C:Uf�iNG CJONCPETE PI.-,ACEI ,,i=N'T i�: INSURE PROF�1 POSITION IN SLAB. 5, SAW CUT CONTROL JOINTS SHALL BE SAINED AS SOON AS THE CONCRETE IS HARD ENOUGH NOT TO BE ORN OFD DAMAGED BY THE BLADE. (400 S.F. PANEL MAX. } 6. COLUMN, BEAMS AND WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATION SLABS ON FILL SHALL BE ISOLATED BY PREMOLDED JOINT FILLER (Y2 "THICK) COMPLYING WITH ASTM 01752 TYPE I. ■ ❑ €.I ❑ .€ N ■E I \TRANSFER BAR #4 X 6 t _011 @ 3' 0" 4, w .__----- .V.-- ........... -- fil❑ _ I Imo,. N W I ' I ............... _._.... zo ■:; t ■.. .............`,y `� d- N sit ;t ' t E....... , . s €. ., r .. . .................... °..._.._ _.. ■ _ I ,\ i i iii TRANSFER BAR I #4 X 6' -0" @ ....... 12" O.C. - TYP. to In ■I CONTINUE VERT. #5 € BELOW WINDOW ` ■II OPENINGS - TYP. ....... ......:. 0 ❑1 -IN 0 0 I ILLJ TE16 5„ 3„ 8,0„ 34' -0" 21 D ❑2 ■ ___________ - _ ------ .. ----------------------------- _------ _--- E�� l ■ r ■ ■ r ■ ■ ■ ■ r ■ ■ WF16 ❑1 It ■E I t Z ■ Ell 3 l,\� � ;t ■i t, a j Q0 II■ TRANSFER BAR � "w- 12" O.C. - TYP. W Cc. ___ -_ .......... f' LTE o - .......I " " N1.\il 4" CONC. W/ W.W.F. 1.4 X 1_.4 6X6 3000_ PSI MIN. OVER 0.6 MIL. VAPOR BARRIER AND CLEAN COMPACTED FILL I•€ C-01' 0 I 'I■ ,....._..3lU i I I €r TRANSFER BAR! #4 -X 6' -b" ©' 12" O.C. - TYP. Ill 0 0 N —1 I � N Li -E TE ■€ o E .E© (2) #5x6 FT LL_ E2 m (2) 3FT #5 HOOKS TO WF16 CMU FOOTING LAP 30" v. ir €■ 3 5 z ' ■ II PROVIDE 10" X-4 RECESS €© N ❑1 ■ € @SLAB EDGE. CONCRETE ' �. I ■' 3 -0" ;I TO BE CLEAN do LEVEL TO N `� ■ =1 TOLERANCE THIS AREA ■' :r :w = ■II BEFORE PLACING ICF 1 BLOCKS - TYP. E1 N �\ .... ............................... 8' -0" j.r„ - 2 - = ® 0 \ I/ 4' -71" 6, -64„ 4,_7 >, 15' -gj„ -� FOUNDATION PLAN 1 � SCALE: 1 /4 = 1' -0" s A -2 I wTFI RFINIFnPr.rMFNT - 14 CONT. r TOP OF WALL CONCRETE 48 MINT I_.,AP -00T#NG ICF WALL �`f - - -- (REFER TO PLAN - FOR SIZE & REINF".) LINTEL -�. a o 4" THICK CONCRETE SLAB Ff 12" W /64 W1.4xW1.4 WWF. OVER F6 w ca °I�n MIL. VAPOR BARRIER, ON IN CEME DIT ON TO T PER ,' J COMPACTED FILL m w a„ t � - - #4 a 12" O.C. � C 1#4 CONT. � TOP x 6' -0" ,- ca is TOP OF SLAB GRADE Z 21F _ f� ELF SEE PLAN ..x� .. 4„ ;�>!s -VAPOR BARRIER (REFER TO GEN. NOTES) 3 #6 CON'l T MIN. L#4 l� 24 " O.C. , TRANSV. REINF. - MONOLITHIC FTG (2 SCALE: N.T. S. s A -2 I wTFI RFINIFnPr.rMFNT - 14 CONT. r TOP OF WALL CONCRETE 48 MINT I_.,AP -- TYPICAL WALL REINF. -Z UIRED IS 2 --- #5 CORN =:R BARS 48" EA. VJAY, ONE TO ?, ONE' ON BOTTOM. n W CONCRETE F '0OTING FOUNDATION CORNER EAR DETAIL ninTF- PUT FIRST BLOCK N CELLS m' #4 VERT. 2" 0. G. WALL CORNER BAR DE TA I L 4 . _ 0 U y +, E k, END VIEW fillZrf' FORM TIE SIDE VIEW 9 X" TRITEX STRAIGHT DETAIL Y••• • V Y • • 0":00 r•• ► • • • • • V U • ►• • Y • V V V u u • ► • • V •1ti ►W 0.0 • V • U • Y YV uVY Z • V V • u Y ---- - - -. -. u • W• //■ � V fl U U V 1 ` GllVERNING CODE: W a cl ' I V U• •• V U• . J• V U . V V • V , � V U FLORIDA BUILD ING CODE 2Cp7 • v �`' V l z u • Y � u U U U i U ••••• • V Y► 1 • CaN LOADS. 2'1 DFF Z j A) DESIGN LOADS ROOF LIVE LOADS: 30 PSI" W Z NONNI ROOF DEAD LOADS: 2.5 PSI" W W c4 D 0 B) WIND = ASCE 7--05 0 'Z S Lij IMPORTANCE FACTOR = 1.0 W WIND VELOCITY = 146 MPHH LL > J a' EXPOSURE CATEGORY = C = Q Cl FOUN�D_ATI NS = r 0 A CLEAR SITE OF ALL UNSUITABLE MATERIALS M Q 0' P) EXCAVATE FOR FOOTINGS. A GEOTECHNICAL ad M LL ENGINEER SHALL INSPECT THE EXCAVATIONS J Q AND CONFIRM THAT EXPOSED MATERIAL IS UNN Lu SUITABLE FOR DESIGN BEARING PRESSURE. _ C) AFTER FOOTINGS ARE POURED, PLACE FILL AS 4 () .■■. N REQUIRE] TO BRING SITE TO GRADE FILL 0 1 SHALL BE PLACED IN 12" MAXIMUM LIFTS AND �. COMPACTED TO 95% DENSITY AS DETERMINED BY ASTM D1557 (METHOD B.) W d■ D) FILL MATERIAL SHALL CONSIST OF ` 0 CLEAN SAND, OR SAND, AND ROCK WITH z .. NOT MORE THAN 10% PASSING A NUMBER 200 SIEVE. � vj 0 E) DESIGN FOUNDATION BEARING w z PRESSURE = 2000 PSF -� © w v CD 41 CONCRETE t� Q O �1r' U DATION do SLAB ON GRADE = 3000 PSI 0 28 DAYS A) FO N $) AEI_ OTHER CONC. �. 4000 PSI 0 28 DAYS C) MAX. SLUMP = 4" # 1" D) REINFO sCING STEEL: ASTM A615 (GRADE 60) C) WELDED VIVRE PA3RIC; 1 ASTM A185 7) CI --- EARANCE OF THE REINPORGINC STEFI...: FROM THE FACE OF CONCRETE SHALL BE AS FOLLOWS (UNLESS INDICATED OTHERWISE): A) FOUNDATIONS - -- -- 3 � B) COLUMNS AND BEAMS (TO TIES OR STIRRUPS) 1-1/2" C) SLABS - INTERIOR - 1" -- EXPOSED TO WEATHER - 1- --1/2" 0) STRL.ICTtJ11RAL STEEL: A) SHAPES, BARS AND PLATES -ASTM A36 B) ANCHOR BOLTS -- ASTM A307 C) EXPANSION BOLTS-- HILTI -KWIKISaLTS" D) WELDING ELECTRODES -- CLASS E70XX 10) CONTRAC':TO TS RESPOINSIBILITY; CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF FORMWORK AND SHORING. 1 13 GC)CRINATICN WORK THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR LOCATIONS OF EMBEDDED ITEMS. 12) SHOP BRA\NINGS; ALL SHOP DRAWINGS INCLUDING SHORING SHALL ^. , '• cr BE SUBMITTED FOR A/E REVIEW ONLY AFTER r � THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS, { : �` •: � ` T �.•' ,ttc'A DIMENSIONS AND OTHER TRADE REQUIREMENTS. `'.`.,*4%��f,.• THEY MUST BE STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP. THE A /E.. t• ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, '0;n' " "" QUANTITIES, ERRORS OR OMISSIONS AS A AL RESULT OF REVIEWING ANY SHOP DRAWINGS.'' 'xL j` i'tC, ,1cilNCiIn�K 8M MAY im E N�LICIU� MKS M11MU� MMT>RI M IT w w AMMRIMLT. SHEATHING -. km JOB No.: USE 19f32" PLYWOOD APA RATED SHEATHING EXPOSURE "i: -µ4,.. 12.06501 .SFR INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OFF 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 BASED ON MAXIMUM SUPPORT SPACING OF 24" 4.C. NAILS SHALL BE "RING SHANK" WITH 1 3/4" MIN. PENETRATION ON MAIN MEMBER, 14) SOFFIT @ OPEN AREA USE 5f8" CDX PLYWOOD APA RATED SHEATHING EXPOSURE I. NAILING SAME AS SHEATHING ABOVE, DATE: 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT.. 100% el SHEET INDEX: FOUNDATION PLAN NC7TES, DETAILS SHEET No.: S -2 -00T#NG LINTEL a o Ff 12" , (TYP.) OPENING 5 BAR (TYP. ; VERT. REINFO TABLE R511.70) IN CEME DIT ON TO T PER 1111111 R AS RE 1.7(1) LONGITU (,ORN,.R SIZE AND SPL;CE BAR -, —AME QUANTITY A4---W-f LONG€ TUL�iJ:�L LC RE BAARS -- TYPICAL WALL REINF. -Z UIRED IS 2 --- #5 CORN =:R BARS 48" EA. VJAY, ONE TO ?, ONE' ON BOTTOM. n W CONCRETE F '0OTING FOUNDATION CORNER EAR DETAIL ninTF- PUT FIRST BLOCK N CELLS m' #4 VERT. 2" 0. G. WALL CORNER BAR DE TA I L 4 . _ 0 U y +, E k, END VIEW fillZrf' FORM TIE SIDE VIEW 9 X" TRITEX STRAIGHT DETAIL Y••• • V Y • • 0":00 r•• ► • • • • • V U • ►• • Y • V V V u u • ► • • V •1ti ►W 0.0 • V • U • Y YV uVY Z • V V • u Y ---- - - -. -. u • W• //■ � V fl U U V 1 ` GllVERNING CODE: W a cl ' I V U• •• V U• . J• V U . V V • V , � V U FLORIDA BUILD ING CODE 2Cp7 • v �`' V l z u • Y � u U U U i U ••••• • V Y► 1 • CaN LOADS. 2'1 DFF Z j A) DESIGN LOADS ROOF LIVE LOADS: 30 PSI" W Z NONNI ROOF DEAD LOADS: 2.5 PSI" W W c4 D 0 B) WIND = ASCE 7--05 0 'Z S Lij IMPORTANCE FACTOR = 1.0 W WIND VELOCITY = 146 MPHH LL > J a' EXPOSURE CATEGORY = C = Q Cl FOUN�D_ATI NS = r 0 A CLEAR SITE OF ALL UNSUITABLE MATERIALS M Q 0' P) EXCAVATE FOR FOOTINGS. A GEOTECHNICAL ad M LL ENGINEER SHALL INSPECT THE EXCAVATIONS J Q AND CONFIRM THAT EXPOSED MATERIAL IS UNN Lu SUITABLE FOR DESIGN BEARING PRESSURE. _ C) AFTER FOOTINGS ARE POURED, PLACE FILL AS 4 () .■■. N REQUIRE] TO BRING SITE TO GRADE FILL 0 1 SHALL BE PLACED IN 12" MAXIMUM LIFTS AND �. COMPACTED TO 95% DENSITY AS DETERMINED BY ASTM D1557 (METHOD B.) W d■ D) FILL MATERIAL SHALL CONSIST OF ` 0 CLEAN SAND, OR SAND, AND ROCK WITH z .. NOT MORE THAN 10% PASSING A NUMBER 200 SIEVE. � vj 0 E) DESIGN FOUNDATION BEARING w z PRESSURE = 2000 PSF -� © w v CD 41 CONCRETE t� Q O �1r' U DATION do SLAB ON GRADE = 3000 PSI 0 28 DAYS A) FO N $) AEI_ OTHER CONC. �. 4000 PSI 0 28 DAYS C) MAX. SLUMP = 4" # 1" D) REINFO sCING STEEL: ASTM A615 (GRADE 60) C) WELDED VIVRE PA3RIC; 1 ASTM A185 7) CI --- EARANCE OF THE REINPORGINC STEFI...: FROM THE FACE OF CONCRETE SHALL BE AS FOLLOWS (UNLESS INDICATED OTHERWISE): A) FOUNDATIONS - -- -- 3 � B) COLUMNS AND BEAMS (TO TIES OR STIRRUPS) 1-1/2" C) SLABS - INTERIOR - 1" -- EXPOSED TO WEATHER - 1- --1/2" 0) STRL.ICTtJ11RAL STEEL: A) SHAPES, BARS AND PLATES -ASTM A36 B) ANCHOR BOLTS -- ASTM A307 C) EXPANSION BOLTS-- HILTI -KWIKISaLTS" D) WELDING ELECTRODES -- CLASS E70XX 10) CONTRAC':TO TS RESPOINSIBILITY; CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF FORMWORK AND SHORING. 1 13 GC)CRINATICN WORK THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR LOCATIONS OF EMBEDDED ITEMS. 12) SHOP BRA\NINGS; ALL SHOP DRAWINGS INCLUDING SHORING SHALL ^. , '• cr BE SUBMITTED FOR A/E REVIEW ONLY AFTER r � THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS, { : �` •: � ` T �.•' ,ttc'A DIMENSIONS AND OTHER TRADE REQUIREMENTS. `'.`.,*4%��f,.• THEY MUST BE STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP. THE A /E.. t• ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, '0;n' " "" QUANTITIES, ERRORS OR OMISSIONS AS A AL RESULT OF REVIEWING ANY SHOP DRAWINGS.'' 'xL j` i'tC, ,1cilNCiIn�K 8M MAY im E N�LICIU� MKS M11MU� MMT>RI M IT w w AMMRIMLT. SHEATHING -. km JOB No.: USE 19f32" PLYWOOD APA RATED SHEATHING EXPOSURE "i: -µ4,.. 12.06501 .SFR INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OFF 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 BASED ON MAXIMUM SUPPORT SPACING OF 24" 4.C. NAILS SHALL BE "RING SHANK" WITH 1 3/4" MIN. PENETRATION ON MAIN MEMBER, 14) SOFFIT @ OPEN AREA USE 5f8" CDX PLYWOOD APA RATED SHEATHING EXPOSURE I. NAILING SAME AS SHEATHING ABOVE, DATE: 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT.. 100% el SHEET INDEX: FOUNDATION PLAN NC7TES, DETAILS SHEET No.: S -2 BAR AS REQUIRED IN TABLE RG11.7(2) LINTEL a o Ff 12" (TYP.) OPENING 5 BAR (TYP. ; VERT. REINFO TABLE R511.70) IN CEME DIT ON TO T PER #4 B IN RG 12" MAX: R AS RE 1.7(1) MAX. „ 2' -0" 4„ -- TYPICAL WALL REINF. -Z UIRED IS 2 --- #5 CORN =:R BARS 48" EA. VJAY, ONE TO ?, ONE' ON BOTTOM. n W CONCRETE F '0OTING FOUNDATION CORNER EAR DETAIL ninTF- PUT FIRST BLOCK N CELLS m' #4 VERT. 2" 0. G. WALL CORNER BAR DE TA I L 4 . _ 0 U y +, E k, END VIEW fillZrf' FORM TIE SIDE VIEW 9 X" TRITEX STRAIGHT DETAIL Y••• • V Y • • 0":00 r•• ► • • • • • V U • ►• • Y • V V V u u • ► • • V •1ti ►W 0.0 • V • U • Y YV uVY Z • V V • u Y ---- - - -. -. u • W• //■ � V fl U U V 1 ` GllVERNING CODE: W a cl ' I V U• •• V U• . J• V U . V V • V , � V U FLORIDA BUILD ING CODE 2Cp7 • v �`' V l z u • Y � u U U U i U ••••• • V Y► 1 • CaN LOADS. 2'1 DFF Z j A) DESIGN LOADS ROOF LIVE LOADS: 30 PSI" W Z NONNI ROOF DEAD LOADS: 2.5 PSI" W W c4 D 0 B) WIND = ASCE 7--05 0 'Z S Lij IMPORTANCE FACTOR = 1.0 W WIND VELOCITY = 146 MPHH LL > J a' EXPOSURE CATEGORY = C = Q Cl FOUN�D_ATI NS = r 0 A CLEAR SITE OF ALL UNSUITABLE MATERIALS M Q 0' P) EXCAVATE FOR FOOTINGS. A GEOTECHNICAL ad M LL ENGINEER SHALL INSPECT THE EXCAVATIONS J Q AND CONFIRM THAT EXPOSED MATERIAL IS UNN Lu SUITABLE FOR DESIGN BEARING PRESSURE. _ C) AFTER FOOTINGS ARE POURED, PLACE FILL AS 4 () .■■. N REQUIRE] TO BRING SITE TO GRADE FILL 0 1 SHALL BE PLACED IN 12" MAXIMUM LIFTS AND �. COMPACTED TO 95% DENSITY AS DETERMINED BY ASTM D1557 (METHOD B.) W d■ D) FILL MATERIAL SHALL CONSIST OF ` 0 CLEAN SAND, OR SAND, AND ROCK WITH z .. NOT MORE THAN 10% PASSING A NUMBER 200 SIEVE. � vj 0 E) DESIGN FOUNDATION BEARING w z PRESSURE = 2000 PSF -� © w v CD 41 CONCRETE t� Q O �1r' U DATION do SLAB ON GRADE = 3000 PSI 0 28 DAYS A) FO N $) AEI_ OTHER CONC. �. 4000 PSI 0 28 DAYS C) MAX. SLUMP = 4" # 1" D) REINFO sCING STEEL: ASTM A615 (GRADE 60) C) WELDED VIVRE PA3RIC; 1 ASTM A185 7) CI --- EARANCE OF THE REINPORGINC STEFI...: FROM THE FACE OF CONCRETE SHALL BE AS FOLLOWS (UNLESS INDICATED OTHERWISE): A) FOUNDATIONS - -- -- 3 � B) COLUMNS AND BEAMS (TO TIES OR STIRRUPS) 1-1/2" C) SLABS - INTERIOR - 1" -- EXPOSED TO WEATHER - 1- --1/2" 0) STRL.ICTtJ11RAL STEEL: A) SHAPES, BARS AND PLATES -ASTM A36 B) ANCHOR BOLTS -- ASTM A307 C) EXPANSION BOLTS-- HILTI -KWIKISaLTS" D) WELDING ELECTRODES -- CLASS E70XX 10) CONTRAC':TO TS RESPOINSIBILITY; CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF FORMWORK AND SHORING. 1 13 GC)CRINATICN WORK THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR LOCATIONS OF EMBEDDED ITEMS. 12) SHOP BRA\NINGS; ALL SHOP DRAWINGS INCLUDING SHORING SHALL ^. , '• cr BE SUBMITTED FOR A/E REVIEW ONLY AFTER r � THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS, { : �` •: � ` T �.•' ,ttc'A DIMENSIONS AND OTHER TRADE REQUIREMENTS. `'.`.,*4%��f,.• THEY MUST BE STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP. THE A /E.. t• ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, '0;n' " "" QUANTITIES, ERRORS OR OMISSIONS AS A AL RESULT OF REVIEWING ANY SHOP DRAWINGS.'' 'xL j` i'tC, ,1cilNCiIn�K 8M MAY im E N�LICIU� MKS M11MU� MMT>RI M IT w w AMMRIMLT. SHEATHING -. km JOB No.: USE 19f32" PLYWOOD APA RATED SHEATHING EXPOSURE "i: -µ4,.. 12.06501 .SFR INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OFF 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 BASED ON MAXIMUM SUPPORT SPACING OF 24" 4.C. NAILS SHALL BE "RING SHANK" WITH 1 3/4" MIN. PENETRATION ON MAIN MEMBER, 14) SOFFIT @ OPEN AREA USE 5f8" CDX PLYWOOD APA RATED SHEATHING EXPOSURE I. NAILING SAME AS SHEATHING ABOVE, DATE: 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT.. 100% el SHEET INDEX: FOUNDATION PLAN NC7TES, DETAILS SHEET No.: S -2