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1912 Oak Circle RES19-0150 Interior Remodel, Win/Door0 0 gil El V) z Y z W U 3 0 z 0 W w a z 3 W 0 x 3 w Z m O 4J J Z W U 0 W 0 0 W W m 0 z z a� 0 W w vi z Y Z W a U 3 rn 0 N x r 0 7j, 11'-2' Lr 10'-0' L - 19'-01 9 *,,N'I--, I Sir I1� SCALE - 1/4" =V-0" 9 0 21'-4' Fil 1111,11,111 'v- fi WALL TYPE LEGEND C i _ _ _ EXISTING WALLS 4' OR 6' WOOD FRAME WALL 1 8' CMU WALLS I�^ 1 DEMO WALLS SCOPE OF WORK: ALL SUB CONTRACTORS ARE REQUIRED TO VISIT SITE PRIOR TO CONSTRUCTION. WORK TO INCLUDE REMODELING THE MASTER BEDROOM AND BATHROOM ALONG WITH THE POWDER ROOM. WORK WILL INCLUDE EXPANDING THE KITCHEN BY REMOVING INTERIOR AND EXTERIOR WALLS AS SHOWN. NEW WOOD BEAMS AND COLUMNS ARE TO BE PLACED IN LIEU OF LOAD BEARING WALLS. CONTRACTOR IS TO PROVIDE SHORING TO ALL STRUCTURAL COMPONENTS OF HOME PRIOR TO DEMOLITION. ALL DIMENSIONS ARE +/- CONTRACTOR IS TO FIELD VERIFY. ALL FINISHES ARE TO BE SELECTED BY OWNER NOTE: GENERAL CONTRACTOR TO VERIFY ALL FINISHES ALONG WITH ALL DOOR AND WINDOW SIZES WITH OWNER PRIOR TO CONSTRUCTION. ALL DIMEN51ONS ARE TO BE FIELD VERIFIED BY GENERAL CONTRACTOR NOTE: 1. ENCLOSED STRUCTURE. 2. COVERED PORCH CEILING IS To HAVE EITHER 1/2 PLYWOOD OR OSB BOARD ATTACHED TO THE UNDERSIDE OF THE TRUSS NAILING PATTERN WILL BE SAME AS ROOF SWEATING. FINISH MATERIAL TO BE SELECTED BY THE CONTRACTop, DE51GN CRITERIA/ 5EE SHEET 5-1 FOR ADDITIOANL GODE5 APPLICABLE CODE$ 5UILDING CODE: It FLORIDA BUILDING CODE 2011 6TH EDITION BUILE)ING CONSTRUCTION TYPE: MECHANICAL CODE: = FLORIDA BUILDING CODE 2011 6TH EDITION ❑ TYPE I ❑ TYPE IV RESIDENTIAL CODE: = FLORIDA 15UILDNG CODE 20116TH EDITION ❑ TYPE 11 ® rrrE V PLU"SING CODE = FLORIDA BUILDING CODE 1011 6TH EDITION ❑ TYPE III ❑ TYPE VI ELECTRICAL CODE: = 2012 NEC EXPOSURE 'C' ---1 FIRE CODE: z NFPA 101 ACCESSIBILITY CODE: = FLORIDA BUILDING CODE 2011 6TH EDITION ENEFnY CODE = FLORIDA BUILDING CODE 2011 bTH EDITION RISK CATAGORY: $ METHOD OF DESIGN: ❑ 1 ❑ 3 ® 2 Cl 4 DES&4ED PURSMANT TO RESIDENTIAL FLORIDA BUILDING CODE 2011 6TH EDITION '.:. UJINDBOR lE DEBRJS REGION,El No � ep BASIC WIND SPEED: ® YES 1.41 ❑ IMPACT RESISTANT GLAZING cm � Q 160 MPH (ULTIMATE DESIGN / 3 SECOND GUST) =124 MPH (NOMINAL DESGNjFASTEST MILE) relIMPACT RESISTANT COVERING L*lbG V ❑ 150 MPH (ULTIMA'T'E DESIGN / 3 SECOND GUST) _Ilb MPH (NOMINAL DESIGNAASTEST MILE) ❑COMBINATION OF IMPACT RESISTANT = Z a v a GLAZING 4 COVERING L4j IMPORTANCE FACTOR: GUMF'ONEtS AND CLADDING ❑ 0-11 (BUILDING CATEGORY 1) ❑ US, (BUILDING CATEGORY 111) ® 1.00 (BUILDING CATEGORY 11) ❑ 1.15 (BUILDING CATEGORY IV) INTERNAL PRES$uRE COEfFICENTS: � t.X2 = 3 BUILDING OCCUPANCY CLASSIFICATION: ❑ 0.00 (OPEN) Z � ❑ GROUP A - ASSEMBLY ❑ GROUP H - HAZARDOUS ❑e +0J8,-,18 (ENCLOSED)-�- ❑ GROUP B - BUSNESS ❑ +035,-55 (PARTIALLY ENCLOSED) « --i � O 'r► ❑ GROUP I - 1N$trrurlaJAl, ❑ GROUP D - DAY CARE CENTER ❑ GROUP M - MERCANTILE ❑ GROUP E - EDUCATIONAL CENTER ❑ GROUP R - RESIDENTIAL ❑ GROUP F - FACTORY INDUSTRIAL❑ GROUP S -STORAGE DESIGN LOAD BEARING VALUE OF SOIL 20W PSF Cts K7 C O - C CL INDEX OF DR,4UANG;S A-1 EX15TING FLOOR PLAN , DEMO PLAN 4 SCOPE OF WORG A-2 FLOOR PLAN FOUNDATION FLAN 4 FOOTING DETAILS BUILDING CODE INFO A-3 RIGHT 511DE ELEVATIONS REAR 4 LEFT SIDE ELEVATIONS WALL 5ECTION MISC DETAILS E -I ELECTRICAL PLAN 4 NOTES OFFICE COP 5-1 STRUCTURAL NOTES REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS IEVIEWED BY: DATE: % -019 8 OT 1 8 V (SiffE i AD-CRITECT 1676 8 nO88MOOD, ROAD FOD -T M=,&. nOi2IDA 33919-6407 239-482-3853 AR00174% p��•�,`��,e-OF Drawn by: ,n c Chk'd. by: U7J t y po.2 rte �7Date'ssuo7or dConstruction cap c -2soo >+ oar vE n:3 E as a�a Eoac� �c c c c-- -0.0 m I, a U o E U e -00-0'c _2 0-0 O 5-E Q a L a W �= .cQUL vio a 0 p C ' vo00ro cc � ° a. 0 c �W °, a) a a F- av` Ld .� QQphL O U� CL r L OL- C +- U cL r_ U 3: 0 ELECTRICAL CODE: = 2012 NEC EXPOSURE 'C' ---1 FIRE CODE: z NFPA 101 ACCESSIBILITY CODE: = FLORIDA BUILDING CODE 2011 6TH EDITION ENEFnY CODE = FLORIDA BUILDING CODE 2011 bTH EDITION RISK CATAGORY: $ METHOD OF DESIGN: ❑ 1 ❑ 3 ® 2 Cl 4 DES&4ED PURSMANT TO RESIDENTIAL FLORIDA BUILDING CODE 2011 6TH EDITION '.:. UJINDBOR lE DEBRJS REGION,El No � ep BASIC WIND SPEED: ® YES 1.41 ❑ IMPACT RESISTANT GLAZING cm � Q 160 MPH (ULTIMATE DESIGN / 3 SECOND GUST) =124 MPH (NOMINAL DESGNjFASTEST MILE) relIMPACT RESISTANT COVERING L*lbG V ❑ 150 MPH (ULTIMA'T'E DESIGN / 3 SECOND GUST) _Ilb MPH (NOMINAL DESIGNAASTEST MILE) ❑COMBINATION OF IMPACT RESISTANT = Z a v a GLAZING 4 COVERING L4j IMPORTANCE FACTOR: GUMF'ONEtS AND CLADDING ❑ 0-11 (BUILDING CATEGORY 1) ❑ US, (BUILDING CATEGORY 111) ® 1.00 (BUILDING CATEGORY 11) ❑ 1.15 (BUILDING CATEGORY IV) INTERNAL PRES$uRE COEfFICENTS: � t.X2 = 3 BUILDING OCCUPANCY CLASSIFICATION: ❑ 0.00 (OPEN) Z � ❑ GROUP A - ASSEMBLY ❑ GROUP H - HAZARDOUS ❑e +0J8,-,18 (ENCLOSED)-�- ❑ GROUP B - BUSNESS ❑ +035,-55 (PARTIALLY ENCLOSED) « --i � O 'r► ❑ GROUP I - 1N$trrurlaJAl, ❑ GROUP D - DAY CARE CENTER ❑ GROUP M - MERCANTILE ❑ GROUP E - EDUCATIONAL CENTER ❑ GROUP R - RESIDENTIAL ❑ GROUP F - FACTORY INDUSTRIAL❑ GROUP S -STORAGE DESIGN LOAD BEARING VALUE OF SOIL 20W PSF Cts K7 C O - C CL INDEX OF DR,4UANG;S A-1 EX15TING FLOOR PLAN , DEMO PLAN 4 SCOPE OF WORG A-2 FLOOR PLAN FOUNDATION FLAN 4 FOOTING DETAILS BUILDING CODE INFO A-3 RIGHT 511DE ELEVATIONS REAR 4 LEFT SIDE ELEVATIONS WALL 5ECTION MISC DETAILS E -I ELECTRICAL PLAN 4 NOTES OFFICE COP 5-1 STRUCTURAL NOTES REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS IEVIEWED BY: DATE: % -019 8 OT 1 8 V (SiffE i AD-CRITECT 1676 8 nO88MOOD, ROAD FOD -T M=,&. nOi2IDA 33919-6407 239-482-3853 AR00174% p��•�,`��,e-OF Drawn by: WCJ Chk'd. by: U7J Caddfile: rte �7Date'ssuo7or dConstruction I ! I, 1� ELECTRICAL CODE: = 2012 NEC EXPOSURE 'C' ---1 FIRE CODE: z NFPA 101 ACCESSIBILITY CODE: = FLORIDA BUILDING CODE 2011 6TH EDITION ENEFnY CODE = FLORIDA BUILDING CODE 2011 bTH EDITION RISK CATAGORY: $ METHOD OF DESIGN: ❑ 1 ❑ 3 ® 2 Cl 4 DES&4ED PURSMANT TO RESIDENTIAL FLORIDA BUILDING CODE 2011 6TH EDITION '.:. UJINDBOR lE DEBRJS REGION,El No � ep BASIC WIND SPEED: ® YES 1.41 ❑ IMPACT RESISTANT GLAZING cm � Q 160 MPH (ULTIMATE DESIGN / 3 SECOND GUST) =124 MPH (NOMINAL DESGNjFASTEST MILE) relIMPACT RESISTANT COVERING L*lbG V ❑ 150 MPH (ULTIMA'T'E DESIGN / 3 SECOND GUST) _Ilb MPH (NOMINAL DESIGNAASTEST MILE) ❑COMBINATION OF IMPACT RESISTANT = Z a v a GLAZING 4 COVERING L4j IMPORTANCE FACTOR: GUMF'ONEtS AND CLADDING ❑ 0-11 (BUILDING CATEGORY 1) ❑ US, (BUILDING CATEGORY 111) ® 1.00 (BUILDING CATEGORY 11) ❑ 1.15 (BUILDING CATEGORY IV) INTERNAL PRES$uRE COEfFICENTS: � t.X2 = 3 BUILDING OCCUPANCY CLASSIFICATION: ❑ 0.00 (OPEN) Z � ❑ GROUP A - ASSEMBLY ❑ GROUP H - HAZARDOUS ❑e +0J8,-,18 (ENCLOSED)-�- ❑ GROUP B - BUSNESS ❑ +035,-55 (PARTIALLY ENCLOSED) « --i � O 'r► ❑ GROUP I - 1N$trrurlaJAl, ❑ GROUP D - DAY CARE CENTER ❑ GROUP M - MERCANTILE ❑ GROUP E - EDUCATIONAL CENTER ❑ GROUP R - RESIDENTIAL ❑ GROUP F - FACTORY INDUSTRIAL❑ GROUP S -STORAGE DESIGN LOAD BEARING VALUE OF SOIL 20W PSF Cts K7 C O - C CL INDEX OF DR,4UANG;S A-1 EX15TING FLOOR PLAN , DEMO PLAN 4 SCOPE OF WORG A-2 FLOOR PLAN FOUNDATION FLAN 4 FOOTING DETAILS BUILDING CODE INFO A-3 RIGHT 511DE ELEVATIONS REAR 4 LEFT SIDE ELEVATIONS WALL 5ECTION MISC DETAILS E -I ELECTRICAL PLAN 4 NOTES OFFICE COP 5-1 STRUCTURAL NOTES REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS IEVIEWED BY: DATE: % -019 8 OT 1 8 V (SiffE i AD-CRITECT 1676 8 nO88MOOD, ROAD FOD -T M=,&. nOi2IDA 33919-6407 239-482-3853 AR00174% p��•�,`��,e-OF Drawn by: WCJ Chk'd. by: U7J Caddfile: rte �7Date'ssuo7or dConstruction V) z Y z La ted` U 3 O z O V) Ln w CL z w I- i� 3 w x D O x X d Z 0 w J 0 x Z w U LJ0 a 0 0 w En w m O z U) O z a O w v> z z w a rn 0 N x 0 U X) 4 I- '1'•6' I_ il'-6' 1 13'-10' 1 _ 3'-0' 1. 21'-4' 1 . CUTSHOST Fl. 10RODUCT APPROVAL. NUMBERS EXTERIOR PRODUCT MANUFACTURER APPROVAL NUMBER ROOF SHMGLES GAF FL10124 SLIDING GLASS DOORS PGT WINGUARD FL2514 SAW CUT EXISTING FLOOR FOR NEW POINT LOAD PADS COLNIE2 TOP 0"TRIjaD OF PLASTIC LAM. ON SOFFITS AMERICAN CONSTRUCTION METALS FL120113 SOFFITS ARE IN COMPLIANCE WITH R103JJ ADJUSTABLE Do ALL PRODUCTS TO BE NSTALLED PER MANUFACTURE SPEC. m �r n 5'-8' EXISTIN& SLAB EDGE KEYED TOGETHER WITH 5 REBAR *24' O.G. WIM A MIN OF 6' EMBEDMENT ALONG ADDITION (TVP) \ 1'-6' I 9-- 4' C'a4CRI TE SLAB 3000 P,SU. T" i=1N FL. W/6xb-WI.4xW1.4 WHIM. OR FIBEf�SW ON POLY VAPOR BARRIER TAPED AND LAPPED 6' ON TEiR ITE TREATED FILL COMPACTED TO 3000 PSE. MIN. rr..�4 ....- 14' WIDE C XTER TOP �r, 'R W/ 2X BRACES • 4'-O' OL. CONSTRUCTED OF PLASTIC L.AM. ON ON EX71-.'k CR PLYWOOD SAW CUT EXISTING FLOOR FOR NEW POINT LOAD PADS COLNIE2 TOP 0"TRIjaD OF PLASTIC LAM. ON DIV EXTERIOR PLYWOOD 4' 15P-ASHRECESSM ADJUSTABLE Do SHELF STANDARDS DRAWN OR FIXED P,4N)EL FOR SINK IF INDICATED SEE DO - INT. FU-EVs. FOR DROVER SM AVE DUAL 9LLIID CABINET To BE m -BASE C"TRLC= OF 5/e' PAR[. BOARD, GABMT BACK TO BE CONSTRLC= OF 1/4' PLYWOOD 3W ADJUSTABLE SHELF DO 1c, FINNISH TOE SPACE WI PLASTIC LAMINATE FACE VY GYP. BD. ON 2X4 WOOD STUDS 4116, O.G. P.T. 2X WOOD BABE NOTE DOORS MIPPED 04"Y)'- DUTY HINGES R A ep 9 C orf ON m �r n 5'-8' EXISTIN& SLAB EDGE KEYED TOGETHER WITH 5 REBAR *24' O.G. WIM A MIN OF 6' EMBEDMENT ALONG ADDITION (TVP) \ 1'-6' I 9-- 4' C'a4CRI TE SLAB 3000 P,SU. T" i=1N FL. W/6xb-WI.4xW1.4 WHIM. OR FIBEf�SW ON POLY VAPOR BARRIER TAPED AND LAPPED 6' ON TEiR ITE TREATED FILL COMPACTED TO 3000 PSE. MIN. rr..�4 ....- �.•'•.� �r, 'R SAW CUT EXISTING FLOOR FOR NEW POINT LOAD PADS a� jry, L ' .: ?`J Ec _l N 5 3'-2' F-4' WALL TYPE LEGEND _ _ :D EXISTWx WALLS 4' OR 6' WOOD FRAME WALL ® 8' CMU WALLS DEMO WALLS (2) *✓ CONT. 4' f I 2'-0' .Q N m, I /J 15'-6' P1 SG�'ION SIMnON STROP TIE CB8X4 RASE 36'x3(o'x12' W/05 66' O.C_ -•-J EACH WAY 1:2 SOCTICOIN (SCOTT c *mRlrucsllErr ARCHITECT 1676 8 =68MOOV- ROAD row myma. nOMA 33919-6407 2339-482.3853 AU0017496 GENERAL NOTE5: I. COMPLY WITH ALL STATE, COUNTY AND LOCAL BUILDING COPIES, ORDINANCES AND REGULATIONS PEtTAININI6 TO CONSTRUCTION. 2. CONNECT RATER, GA5 AND ELECTRIC LINES TO EXI5TING UTILITIES IN ACOORDANCE WITH LOCAL CITY BUILDIN6 CODES. 3. PROVIDE ATTIC VENTILATION W1TH ONE OF THE FOLLOAN6: A. LOUVERED VENTS AT 6ASLE ENDS EMAL TO ONE 0) 5QUARE FOOT PER 150 SQUARE FEET OF ATTIC. B. THERMOSTATICALLY CONTROLLED POWER VENTILATORS, C. APPROVED EQUIVALENT METHOD. 4. MINIMUM FIN15HED FLOOR ELEVATION WILL BE AT LEAST 6' PLUS ONE PERCENT (IAS) ABOVE LOW POINT OF LOT, MINIMUM FEMA FLOOD ELEVATION OR AS NOTED ON SITE SURVEY, S. PERIMETER BEARING WALL FOOTINGS SHALL EX1IEND BELOW 6RADE THE MINIMUM DEPTH RF.GUARED BY LOCAL CODE. INTERIOR BEARING WALL FOOTINGS SHALL EXTEND A MINIMUM OF 6" INTO NATURAL GRADE MD. 6. PROVIDE MOISTURE Ri--ra-I5TANT 6YP5UM BOARD AT ALL PRAMS WALLS IN WET LOCATIONS SUCH AS BATHROOMS. BOIL: I. ALLOWABLE 501L PRE55URE: 3= P5.F. MINIMUM. 2. SOIL SHALL BE POISON TREATED FOR 'T'E'RMITE PROTEG110N AC 47FwINS TO STANDARD INDUSTRY PRACTICE. S. REFER TO ADDITIONAL STRUCTURAL NOTES AND 5PEGIFICATION5 ON /FOUNDATION FLAN. CONCRETE: 1. FOUNDATIONS - 30001'5.1. a 26 DAYS, TYPE If CONCRETE, b-BA6. 2. FLOOR SLABS - 2500 P.S.I. ® 28 DAYS (4 -CONCRETE ON b MIL POLE VAPOR BARRIER ON 4' SAND FILL) MAX SLUMP = 4", TYPE 11 CONCRETE 6-BA6. S. PROVIDE CONSTRUCTION JOIN'5 @ 400 SQUARE Fri' MAXIMUM IN SLABS. 4. WALK5 4 DRIVES - 2500 P.S.I.0 26 DAYS, 'TYPE 11 CONCRETE, 6 -BAG WITH AIR ENTRAINNHTIT. 5. REFER TO ADDITIONAL STRUCTURAL NOTES AND SPECIFICATIONS ON FOlUNDATION PLAN. MASONRY: I. CONCRETE MASONRY UNITS - 6RADE N: FM = 1350 PZ.1. 2. GROUT - 3000 P.5.1. 3. MORTAR - TYPE S - 1600 P.S.I. 4. PROVIDE DURO-O-WIRE ® 16" O.G. VERTICAL, c! GAUGE STEEL. 5. ALL CELLS WITH VERTICAL FZINFORCIN6 TO BE &ROUTED SOLID. 6. REI TO ADDITIONAL STRUCTURAL NOTES AND SPWFICATTONS ON FOUNDATION PLAN. GLA55: 1, ALL EXTERIOR AND INTERIOR &LAZING TO COMPLY WITH LOCAL CODES. 2. HORIZONTAL WINDOW MINTIN5 SHALL BE 1-1/2", 24', 56" ABOVE FLOOR AT ALL ANDOWS WITH SILL BELOW IB' A.F.F. 3. ALL GLAZING (WITH LEAST DIMENSION GREATER THAN 3') IN DOORS AND ADJOINING WINIDOA5 LESS THAN 40' FROM LOCKING DEVICE To BE 104FERED. PLUMBIN6: I. MATER HEATER SHALL BE DUAL MMAIENT ELECTRIC, 52 GALLON CAPACITY UNO. WATER HEATER SHALL 13E EQUIPPED WITH TEMPERA7URETREs5URE RELIEF VALVE AND DRAINED PER LOCAL CODE. 2. WATER CLOSETS - 4 GALLOK/FLUSM MAXIMUM. 3. SHOWER HEADS - 3 S.P.M. MAXIMUM, 4. SINK FAUCETS - 55 G.P.M. MAXIMUM. S. LAVATORY FAUCETS - SS G.P.M. MAXIMUM. 6. 015HPIASNER - PROVIDE AND INSTALL ALL AIR GAPS. 1. WATER SUPPLY PIPING - MATERIALS AND INSTALLATION PER LOCAL CODE 6. WASTE AND VENT PIPING - MATERIALS AND INSTALLATION PER LOCAL GODS. I. PROVIDE SUITABLE LOCATION IN WATER SUPPLY PIPING FOR ATTACHMENT OF A WATER SOFTENER SYSTEM. INSULATION.- I. NSULATION:i. 1145ULATION TO BE PROVIDED A5 FOLLOAS; A. CEILINGS - KRAFT -FACED FIB13z6LA5S BATT INSULATION OR A C -ISINATION OF FIBER&LA55 BATT AND BLOWN -IN MINERAL WOOL WITH A TOTAL VALUE OF R-50 MINIMUM. DEPTH INDICATORS SHALL BE USED IN CONJUNCTION WITH BLOWN -IN INSTALLATION. B. EXTMOR WALLS - KRAFT -FACED FIBER61-A5.5 BATT INSULATION WITH R -la MINIMUM VALUE. C. KNEE WALLS - KRAFT -FACED FIBERGLASS BATT INSULATION WITH R -IR MINIMUM VALUE. 2. PROVIDE FIEEIR&LA5S BATT INSULATION AT ALL FRAME BATHROOM WALLS AND ALL FRAME PLUN6IN6 WALLS FOR SOUND ATTENUATION. A=RE55 MARKING: PROVIDE HOUSE NUMBERS DISPLAYED IN A PROMINENT MANNER AND IN ACCORDANCE WITH SUB -DIVISION 6UMINES. ELECTRICAL: PROVIDE ELECTRIC, SERVICE PER LOCAL CODES AND UTILITIES. REFER TO ADDITIONAL NOTES AND 5PECIFICATION5 ON ELKTRCAL PLAN, SECURITY DEVICE NOTES: I. SKN6INO DOORS: A. WOOD FLUSH DOORS TO BE 1-3/4' THICK. B. WOOD PANEL DOORS TO BE 1-3/4' THICK WITH PANES FABRICATED. FROM MA'T'ERIALS NOT LE'55 THAN 3/8' THICK; PROVIDED ALL SMAPED PORTIONS IN THE PANELS ARE NOT LESS THAN 1/4' THICK C. FERROUS METAL DOORS OF SOLID OR HOLLOW CORE CONSTRUCTION SHALL HAVE SURFACES NOT LEW THAN 24 GAUGE IN THICKNESS. D. METAL DOORS SURFACES SHALL NOT BE L E55 THAN THE EQIUIVALENT OF 16 CAUSE SHEET METAL (0.006' INCHES). 2. HINGES: PIN -TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREA WHEN DOOR 15 CLOSED SHALL NST ONE OR MORE OF THE FOL.OWIN6 GRITBRIA: A. NON -REMOVABLE HINGE PINS B. HIN6E5 5HAFW TO PREVENT REMOVAL OF DOOR C. TOP AND BOTTOM HINGES SHALL HAVE 1/4' STEEL JAMB STUDS WHICH PROTECT TO A MINIMUM OF 1/4'. 3. DEADBOLTS, A. DEADBOLTS TO BE HARDENED OR CONTAIN HARDENED INSOM. 5. STRAV6HT DEADSOLTS SHALL HAVE A MINIMUM THROW OF I' AND AN ANT OF NOT LESS THAN 5/81. c. A HOOK SHAPED AND/OR EXPANDIN& LUG, DEADSOLT 54ALL HAVE A MINIMUM THFP40A OF 3/4'. 4. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCK5 AHENEVER CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR 15 OTHERK5E AC-CM515LE TO 6RIPPING TOOLS. 5. SLIDING DOORS AND WINDOWS SHALL BE PROVIDED An A LOCKING DEVICE AND SHALL BE CONSTRUCTED AND IN5TALLZP OR EQUIPPED WITH A DEVICE 50 A5 TO PROHIBIT TIE RAISING AND REMOVING, OF THE MOVING, PA14E., FROM THE TRACK WHILE IN THE CLOSED POSITION. b. STRIKE PLATES SHALL BE 55GURED TO THE JAMB WITH A MINIMUM OF TAO SCREi^5 NOT LESS THAN I -V2' IN LENGTH. T ~RD ACTING DOORS AND SLIDING DOORS OTHER THAN &LA55 SHALL BE SEURM WITH A CYLINDER LOCK PADLOCK WITH A HARDENED STEEL SHACKLE AND HARDENED STEEL. HASP, METAL SLIDE BAR OR EQUIVALENT DEVICE UNLESS SECURED BY ELECTRIC PONER OPERATION. OFFICE COP F to Z Y z w �t U 3 O z a Ii Z G o_ w 0 3 *C1 Z O J O r z v v 4 a w O C w V) w m 0 z 0 z 3 0 LU 0 LU S F N Z z LU j tr a v 3 rn 0 N ir L O U rJ� EXISTIIX -_� LOFT SISM 9LE\14 SCALE I/4'=I'-0' F08VA,AS$ SHWAM TO COMPLY BATH ASTM 1>3161 CLASS, F OR ASM IN CLAS$ H OR TAS I®'1 RW2b ALL 814WAM TO HAVE A MM OF ----\ 4 NAILS PER $HMGLE OVER 50 FELT SEALED ON 14' EXP GRADE SHEATHMG OYER PRE- B43MESED WOD TKISSES • 24'OZ. INK a'-10' TOB ALUM DRIP EDGE 2x6 80 3/4 PRIME TRIM MATCH EXM INCs FAS= ALUM SOFFIT AND FASCIA SEE MASTER NUMBER SHEET A -I 30' FELT OYER 14' CDX PLY -WOOD 6/32 APA 32A6 ArTAC+W WA SID NAA,$ • 4'= PANEL EDGES t 6' O.G. MTERIOR TYvW IpPAP MAY BE USED M LIEU OF 30FELT 6ARD1 BOARD TO MATCH EXISTINCs THD OW' AT 32'= (SILL PLATE TO CONCRETE SLAB) 6' Mx - *FMLN FLOOR T4100P1C.;s4L EPECTION. SCALE 1/411=11-0. V!F SCALE 1/4"=V-0' R-30 INSULATION SAG -RESISTANT GYP, AD, PER F3G. RT023g `SPA' AT 32' O/C (DBI, TOP PLATE TO OWS) R-9 BATT MS"TICN W/HLOCK W.s MID-HErGHr 2x4 FRAMWs a IVOC, UeLO=MG MD4EICift DRYWALL INTMOR WALL FMISH TO BE SELECTED BY THE OWNER R -A BATT M. WAMIN 'HTISM"' AT 32, 01 (SILL PLATE TO GONC.RETE SLAB) 2x4 PT SILL PLATE W 'SPA' AT 32' O/C (SILL PLATE TO STUDS) �— eI:E F011VAnaN PLAN 2x4 PT SILL FLA71 �� CaNr�TE MONO FOOTING EXISTMG SG,ALE 1/4'=1'-0" 2x4 WALL STUDS AT 16' O/C I IDU 21 'SPA' AT 16' OAC AT WALL 9� Ai "ISPA' AT 16' _ -I OAC AT BEAM (2) M$TA36' DBL TOP EXISTING O z Q c c o 0 0 0 o 0 tv zadO-MCr.4INTERIORSHAW NAILING o C e 1. 0,113 INCH NOMINAL SHANK DIAMETER Z RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4.0280 INCH PULL ROUND HEAD DIAMETER S. 2 INCH NAIL LENGTH RING SHANK NAILS 6 4' PERIMETER 1UNG 4-C- PLY-WOOD SHEATHING WALLS CEILING, FLOORING 4 ROOF SWEATING SHALL COMPLY WITH SECTION FSC CURRENT EDITION SCALE 1/4°=1"—ID° EXISTING LAM SEAM —' 31/4'X1i5/S' SIMPSON STRONG TIE CCQ45SDS3B CAP SIMPSON STRONG TIE CBSX4 BASE FINISW FLOOR 36'X36 °X12' W/S EACH WA's EXl5T1NG FLOOR JOIST 0 DECKING TO REMAIN SIMPSON STRONG TIE /_MTS 12 6 EA JOIST NEW LAM SEAM 31/4'X115/8' — 2X4 WD. COLUMN NEW f f O OLi SCALE 1/4'=1'-0° SCOLIII '" S MUSffEFr ARCMTXCT 1676 M WI MMOOR ROAD iOI—T MYM9. BO=A 33919-6407 239-482.-3853 AR00174% OFFICE CO Y W U C E v 0 .nr�■ Date Issued For: _-C C--4 '4 DBL 2x4JACK STUDS, MATE t2)?x4 $!LL WITH (47H*A` >oa W/ (2) ROWS OF 12D AT 6' EACk+ END (2 EACH PAM AT OAC VERTICAL JACK $IUDs va MFILL 2x4 STUDS WITH MBB EACH END AT w OAG U c c o 0 0 0 o 0 tv zadO-MCr.4INTERIORSHAW NAILING o C e 1. 0,113 INCH NOMINAL SHANK DIAMETER Z RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4.0280 INCH PULL ROUND HEAD DIAMETER S. 2 INCH NAIL LENGTH RING SHANK NAILS 6 4' PERIMETER 1UNG 4-C- PLY-WOOD SHEATHING WALLS CEILING, FLOORING 4 ROOF SWEATING SHALL COMPLY WITH SECTION FSC CURRENT EDITION SCALE 1/4°=1"—ID° EXISTING LAM SEAM —' 31/4'X1i5/S' SIMPSON STRONG TIE CCQ45SDS3B CAP SIMPSON STRONG TIE CBSX4 BASE FINISW FLOOR 36'X36 °X12' W/S EACH WA's EXl5T1NG FLOOR JOIST 0 DECKING TO REMAIN SIMPSON STRONG TIE /_MTS 12 6 EA JOIST NEW LAM SEAM 31/4'X115/8' — 2X4 WD. COLUMN NEW f f O OLi SCALE 1/4'=1'-0° SCOLIII '" S MUSffEFr ARCMTXCT 1676 M WI MMOOR ROAD iOI—T MYM9. BO=A 33919-6407 239-482.-3853 AR00174% OFFICE CO Drawn by: Y W U C E v 0 .nr�■ Date Issued For: _-C C--4 '4 co�vc >oa _ m 0 E* !n O va �Qv0� U 00 aim aa30 oc-c U sao v -v a .., a.E_ D o L U a Y 0.4j -CQ�,�mo _ °v +J .000 QF C U O N Ec-0 a 0-0 U Uj CC �} 0 0 0 0 rp O am U CL tU 0 ©� C z> L. F - d" Li W a -C 2 _ v v 0 3:n.000v3::rn Drawn by: wci E Caddfiie: 0 .nr�■ Date Issued For: Construction: C--4 '4 _ L_LjM E 0.4j G� 'Zap �} Z cp 3 ©� C d" a C CL Drawn by: wci 0111111111111 Chk'd. by: Caddfiie: 1eel .nr�■ Date Issued For: Construction: V) z Y z w U 3 O O cn Ce W CL w Cr 3 w I.- 5 3 d Z 0 w J O S Z 0 W U O d O W_ (L w ir w 0 0 w V) LW m 0 z z p w Ln w z vi Z Y z W y� W it Q U 3 o� a N F 2 U C L a 0 U 0 ELE ' Mc.AL NME5: I. IT 15 THE INTENTION OF THE OM16NER THAT THE ELEc1RICAL SUBCONTRACTOR 5HALL BID AND INSTALL A COMPLETE ELECTRICAL SYSTEM IN ACCORDANCE WITH THESE CONSTRUCTION DRAWING,, INCLUDIN6 ALL WORK REQUIRED TO MEET APPLICABLE ELECTRICAL BUILDING CODES, 2- ALL EXIMOR OUTLET, OUTLETS IN 6ARA6E, KITCHEN, BATHROOMS AND UTILITY SHALL BE ON G.F.I. CIRCUITS. 3. LOCATE ELECTRIC SERVICE PARIS ABOVE MINIMUM FLOOD ELEVATION M.6.)(D) AS R OUIRED. 4. ALL OUTLET5 IN GARAGE SHALL BE MOUNTW 48" MINIMUM ABOVE 6ARA6E FLOOR OR 120 ABOVE MINIMUM FLOOD ELEVATION M.6,VDJ. 5. PROVIDE AND INSTALL SMOKE DETECTORS PER S.B.c. IN COMPLIANCE WITH LOCAL CODES. ALL SMOKE DETECTORS TO Be HARD AIRED AND INTEiRC 4ZOTED WITH BATTERY BACKUP. 6. PROVIDE ELECTRIC, CIRCUIT FOR SECURITY SYSTEM (IF APPLICABLE). 'T PROVIDE ELECTRICAL STUB OUT FOR FUTURE LANDSCAPE ACCENT LIGHTING. 8. PROVIDE DIMMER SWITHCHES FOR ALL INTERIOR RECESSED CAN L16HT FIXTURES AND CHANDELIERS. q. PROVIDE DUAL 5WITHCES FOR ALL. CEILING FANS; ONE RHEOSTAT SWITCH FOR FAN SPEED CONTROL AND ONE FAN L16HT 54TOR 10. FIELD VERIFY ANY DIMENSION5 SPECIFYING EXACT LOCATIONS OF ELECTRICAL OUTLET5, FIXTURF-S OR WORr, IL FIELD VERIFY LOCATION AND TYPE 0VER6R0UND/OVERI4AD) OF POWER SERVICE CONNECTION AND COORDINATE HTH 5MIV1510N RE6UIREMENT5. 12. PROVIDE CARBON MONXIODE VECTORS AS REWIR V BY THE CURRENT CODE 15. PROVIDE ARC FAULT PROTEC'T'ION AS REQUIRED BY THE CURRENT EDITION OF THE BUILDING CODE. W-OCESCENT LIGHT FIXTURE, CEILING MOUNT INCANDESCENT LIGHT FIXTURE, WALL MOUNT LjYP. flECESSED INCANDESCENT LIGHT FIXTURE VAPOR PROOF ®R RECESSED W-40ESCENT -15 UL4TT BAFFLE 1NGANDESCENT LKHT FIXTURE, EXHAUST FAN ® EXHAUST FAN (a-= DUPLEX RECEPTACLE 4 *' AFF UON. 0-- DUPLEX i;mp aE !LU TOP HALF SWITcHED I �l DUPLEX REcEPTAGL£, CsV eow FAULT aRcu T W22® DUPLEX RECEKACLE, 220 VOLT uELECTRIC METER $ SMGLP POLE DECORA SWITCH, a 48' AFF. (rmcAL)1OA $ 3 THFEE WAY TOGGLE SWITCH, ! 48' AFP UOX cru® ELECTRICAL PANEL BOX ROOD LIGHTS OFFICE COPY Y � U C Ma.1 ONE OUTLET r�V TELEVISION CABLE OUTLET SD SMOKE DETECTOR (WIRED W BATTERT BACKUP) 0,D. DOOR BELL PUSH BUTTON �Qcm DOOR BELL CHiMEB v c EQ CEILING FAN WrN BRACE O JUNCTION BOx ROOD LIGHTS OFFICE COPY Y � U C E O +; E 516 C -M C r%7 C O+ �Qcm =(301 v c EQ U iTO .L2 >0 t7 O � O 3'0 L O0OOEwa) U � aE 0_0 o= VVI 0 d L Q o vo E c 0-00 c � Q; U ++.0 O 00 a) oc C U O O rC�+ 0 E >0°=m �a0r -vv w a�ao,k�-E��a°i d• N irr�rrrnrs�r�r� Drawn by: E +; II C -M Z O�"V1 ' ,. �Qcm =(301 Date Issued For: Construction: Y� M Al irr�rrrnrs�r�r� Drawn by: E 0 v Chk'd byr C -M Z O�"V1 �Qcm =(301 Date Issued For: Construction: Y� M U � d• N O a irr�rrrnrs�r�r� Drawn by: WCJ Chk'd byr �wrr�r Caddfile: =(301 Date Issued For: Construction: 0 z x z W a U 0 OZ a U z Lj w 0 Q Z x 0 Li J 0 x a: Z 0 w M in 0 CL LLJ 4 0 W W D W m 0 z Q' V) 0 z 4 a W w V5 z Y z w m a N z a 0 v GENERAL NOTES: M16CELLANEOUS I. THE STRllMRAL SYSTEM 16 UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN STRENGTH, AS SHOWN IN THE STRUCTURAL DOCUMENTS. 2. CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION, 3. APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE 6TH EDITION (2011), AND THE AMERICAN SOCIETY OF CIVIL ENGINEERS, MINIMUM DESIGN LOADS FOR 5UILDING5 AND OTHER STRUCTURES (ASCE 1-10). 4 DESIGN LOADS: AREA SUPERIMPOSED LIVE LOAD ROOF 20 PSF AREA DEAD LOAD ROOF 35 PSF (TOTAL) 5. DESIGN WIND VELOCITY c 160 MPH (3 SECOND GUST ULT), 124 MPH (ASD) IMPORTANCE FACTOR= 1.0 BUILDING RISK CATEGORY II EXPOSURE B INTERNAL PRESSURE C0EF`FICIENT= +- .18 COMPONENT AND CLADDING= SEE PLAN 6. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, LATEST EDITION. 1, COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. DO NOT SCALE DRAWINGS. 8. CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON DRAWINGS. 3 SUBMIT SHOP DRAWINGS AS REQUIRED HEREIN, ALLOW FOR TWO WEEKS REVIEW TIME AFTER RECEIPT OF SUBMITTALS BY THIS FIRM. ALL CONTRACTOR AND SIGNED/SEALED BY THE SPECIALTY ENGINEER, WHERE SPECIFIED HEREIN. 10. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE ENGINEER'S REVIEW THEREOF. 11. CONTRACTOR SMALL NOTIFY THIS OFFICE WHEN THE STRUCTURAL SYSTEM IS SUBSTANTIALLY COMPLETED, AND BEFOG SHEATHING, CEILINGS, OR ROOFING 15 INSTALLED. SITE WORK L ASSUMED ALLOWABLE SOIL BEARING PRESSURE = 2,000 PSF. 2. A SUBSURFACE INVESTIGATION SHALL BE COMPLETED AT THE PROJECT SITE BY A PROFESSIONAL GEOTECHNICAL ENGINEER. SOIL BORING LOGS AND SITE PREPARATION PROCEDURES SHALL BE INCLUDED IN THE PROJECT SOILS REPORT, WHICH RS AN INTEGRAL PART OF THESE CONTRACT DOCUMENTS. 3. TESTING MAY INCLUDE, BUT IS NOT LIMITED TO, DENSITY TESTS, AUGER BORINGS, OR STANDARD PENETRATION BORINGS, 4. A COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER ARCHITECT, STRUCTURAL ENGINEER AND ORAL CONTRACTOR 5, FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM AF IN PLACE. 6. THE SIDES OF FOOTINGS MAY BE EARTH-FORIMED IF THE EXCAVATION CAN BE KEPT VERTICAL, CLEAN, AND STABLE, OTHERWISE, PLYWOOD FORMS MUST BE USED. CAST IN PLACE CONCRETE L CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS: a) FOOTINGS, SLAB -ON -GRADE, 3000 PSI b) MASONRY WALL TIE BEAMS, TIE COLUMNS -__3000 PSI c) COLUMNS 4 BEAMS, 4000 P51 2. CONCRETE SHALL BE READY MIX PER ASTM C54: a) PORTLAND CEMENT - ASTM C 150 b) AGGREGATES - ASTM C33 (3/4' MA)e.) c) NO CALCIUM CHLORIDE cO AIR ENTRAINING - ASTM 0260 MAXIMUM BY W1=1GHT1 e) WATER REDUCING - ASTM 0494 0 FLYASH - ASTM C618-18 CLASS F (20 g) WATER - CLEAN AND POTABLE 3. REINFORCING STEEL.: ASTM A615 GRADE 60. 4. REQUIRED SLUMP RANGE = 3' TO 5. 5. WELDED WIRE FABRIC: ASTM A-185, FURNISH IN SHEETS, NOT ROLLS. 6. MOISTURE BARRIER: 6 ML POLYETHYLENE. LAP 6 ` AND TAPE ALL JOINTS. 1. CODES AND STANDARDS: (CURRENT EDITION) ACI 301 'SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS.' ACI 305 'RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING:.' ACI 318 'BLDG CODE REQUIREMENTS FOR REINF. CONCRETE' AGI 315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT! 8, MINIMUM LAP SPLICE = 30 BAR DIAMETERS UNLESS NOTED OTHERWISE. 9. PROVIDE PROPERLY TIED SPACERS, CHAIRS, BOLSTERS, ETC, AS REQUIRED AND NECESSARY TO ASSEMBLE, PLACE AND SUPPORT ALL REINFORCING IN PLACE, USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRS1 RECOMMENDATIONS. USE PLASTIC TIP LEGS ON ALL EXPOSED SURFACES. 10. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, AND SLAB RECESSES AS REQUIRED BY OTHER TRADES BEFORE CONCRETE 16 PLACED. NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER It CONTRACTOR SHALL VERIFY EMBEDDED ITEMS, INCLUDING BUT NOT LIMITED TO ANCHOR BOLTS, BOLT CLUSTERS, WELD PLATES, ETC, BEFORE PLACING CONCRETE. NOTIFY ENGINEER OF ANY C01FLICTS WITH REBAR 12, SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHES. 13. ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS: a) APPLY A 30 % SOLIDS LIQUID MEMBRANE FORMING: CHEMICAL CURING COMPOUND IN ACCORDANCE WITH ASTM C-309, b) PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 30L 14. GENERAL CONTRACTOR is RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL FORM WORK, SHORING, AND RESHORhNG. DESIGN SHALL BE PERFORMED BY A LICENSED FLORIDA ENGINEER 15. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING CONCRETE TESTS ON SITE. a) CYLINDER STRENGTH TESTS - ASTM C39t ONE SET OF FOUR CYLINDERS FOR EACH 50 CUBIC YARDS OR FRACTION THEREORTEST ONE CYLINDER AT 1 DAYS AND TWO 16, ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR, 11 RESTRICT THE ADDITION OF MIX WATER AT THE JOB SITE. DJ NOT ADD WATER WITHOUT THE APPROVAL OF THE GENERAL, CONTRACTOR AND DO NOT EXCEED SLUMP LIMITATIONS OR TOTAL ALLOWABLE WATER TO CEMENT RATIO. USE COLD {DATER FROM THE TRUCK TANK AND REMIX TO ACHIEVE CONSISTENCY, THE REPORTS SHALL INDICAIE HOW MUCH WATER WAS ADDED AT THE JOB SITE. ALL TESTS SHAD.. BE DONE AFTER THE ADDITION OF WATER TO THE MIX. 18. MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP ATA IS AVAILABLE: a) 4000 PSI, 26 -DAY COMPRESSIVE STRENGTHi W/C RATIO, 0.44 MAXIMUM (NON -AIR -ENTRAINED), 036 MAXIMUM (AIR -ENTRAINED). b) 3000 PSI, 28 -DAY COMPRESSIVE STTHf W/C RATION, 0.5,5 MAXIMUM (NON -AIR -ENTRAINED), 0.41 MAXIMUM (AIR -ENTRAINED). 19. REINFORCING BAR COVER: a) FOOTINGS 3' b) COLUMNS 1-1/2, C) BEAMS 1-1/2' d) SLABS 3/4' (INTERIOR)1-1/2' (EXTERIOR) 20. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF OATC 4 TIME. 21. WHERE BAR LENGTHS ARE GIVEN ON DRAWINGS, LENGTH OF HOOK, IF REQUIRED, IS NOT INCLUDED. 22. PROVIDE COMMERCIAL FORM COATING COMPOUNDS THAT WILL NOT BOND, STAIN, OR ADVERSELY AFFECT CONCRETE SUiT­ACES. WET FORMS BEFORE PLACING CONCRETE. 23. ALL CONCRETE SHALL BE CONSOLIDATED IN PLACE USING INTERNAL VIBRATORS, 24. IMPAIR AND PATCH DEFECTIVE AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER REMOVAL OF FORMS, EXCEPT WHI:F REINFORCII�s IS VISIBLE- CONTACT STRUCTURAL ENGINEER FOR FVALUATION OF EXPOSED REINFORCING. 25. PROVIDE 3/4' CHAMFERS ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS. 26. PROVIDE CORNER BARS AT ALL BEAM AND WALL FOOTING CORNERS TO MATC4 HORIZONTAL BARS. 21. SUBMITTALS: a) SUBMIT PROPOSED CONCRETE MIX DESIGN PRIOR TO CONSTRUCTION, INCLUDING BACKUP DATA N ACCORDANCE WITH AGI 301-% CRAFTER 4, SECTION 4.23, EXCLUDING SECTION 423.48. b) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND DIAGRAMS. c) SUBMIT FOF41 WORK AND SHORING DRAWINGS TO LOCAL BUILDING DEPARTMENT WHEN REQUIRED BY FLORIDA THRESHOLD LAW. 26, ALL BUILDING AND SITE SLABS -ON -GRADE SHALL BE AT LEAST 4' THICK, REINFORCED WITH 6X6 -W1.4 X WL4 W.W.F., ON 6 MIL VAPOR BARRIER, WITH SAW -CUT CONTROL JOINTS 20-0' O.C. EACH WAY INCLUDING HOUSEKEEPING PADS AS REQUIRED. SEE R -ANS FOR OTHER CONDITIONS. 29. SLOPE ALL WALKWAYS AWAY FROM THE BUILDING. POST INSTALLED BOLTS, SCREWS AND DOWELS L EPDXY BOLTS SHALL BE ASTM A301 THREADED BOLTS WITH NUTS AND WASHERS INSTALLED IN ACCORDANCE WITH MANUFACTURER'S .INSTRUCTIONS. PROVIDE 'AT -XP' ANCHORS BY 5IMPSON STRONG -TIE OR. EQUAL. 2. ANCHORING ADHESIVE SHALL BE A TWO -COMPONENT 50.10 EPDXY-BASED SYSTEM SUPPLIED IN MANUFACTURER'S STANDARD SIDE-BY-SIDE CARTRIDGE AND DISPENSED THROUGH A STATIG-MIXING NOZZLE SUPPLIED BY THE MANUFACTURER EPDXY SHALL MEET THE MINIMUM REQUIRE"ENTS OF ASTM C-861 SPECIFICATION FOR TYRE 1, 11, IV AND V, GRADE 3, CLASS B, C AND D AND MUST DEVELOP A MINIMUM 121o50 FS1 COMPRESSIVE YIELD STRENGTH AFTER 1 -DAY CURES, 3, EXPANSION BOLTS SHALL BE 'STRONG BOLT 2' ANCHM6 BY SIMPSON STROfNG-TIE OR EQUAL. 4. EXPANSION BOLTS SHALL BE NON -BOTTOM BEARING, WIEX:;E-STYLE EXPANSION ANCHOR FOR USE IN SOLID CONCRETE OR GROUT FILLED MASONRY WITH A ONE-PIECE CLIP FOR UNIFORM HOLDINcj CAPACITY THAT INCREASES AS TENSION 16 APPLIED, INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 5. MASONRY SCREWS SHALL BE 1/4' DIAMETER WITH 1-1/2' MIN" EMBEDMENT INSTALLED IN DRILLED HOLES USING AN APPROPRIATE BIT DIAMETER 6. SCREWS SHALL BE MADE FROM CARBON STEEL AND SHALL BE ZINC PLATED. PROVIDE 'TITAN' &TREWS BY SIMPSON STRONG -TIE OR EQUAL. 1. DRILL -N FGAR DOWELS SHALL BE SET USING A TWO-PART EPDXY AS DESCR115ED ABOVE. i_ONS I. HOLLOW LOAD SEARING UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE II. MINIMUM NET COMPRESSIVE UNIT STRENGTH = 2000 PSI. (NET AREA COMPRESSIVE MASONRY STRENGTH I"m : 1500 PSD. 2. MORTAR SHALL BE TYPE M OR S AND CONFORM TO AcVTM C210 (PROPORTION OR PROPERTY SPECIFICATION). 3. COARSE GROUT SHALL CONFORM TO ASTM 0416: a) 2500 PSI AT 28 DAYS. b) 1/4' MAXIMUM AGGREGATE. c) 8' - Il' SLUMP? 4. CODES AND STANDARDS: ACI 530/ASCE 5 'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' ACI 530.1/ASCE 6 'SPECIFICATIONS FOR MASONRY F1 RUICTURES' 5. A REINFORCED MASONRY BOND BEAM SHALL BE PROVIDED IN ALL WALLS SHOWN ON THE STRUCTURAL DRAWINGS AT EACH FLOOfi, THE ROOF, AND AT TOP OF ANY PARAPET WALL. U5E GALVANIZED MENU -TYPE CELL CAPS. (0. UNLESS NOTED OTHERWISE, BOND BEAMS SHALL BE A FOLLOWS: a) ROOF LEVEL: 8x1(o' MIN. CONC. BEAM W/(2) 45 T45 4 03 TIES 1D 24' O.C. a) FLOOR LEVEL: SxlO' MIN. CONC. BEAM W/(2) 45 T459 4 03 TIES c 48' O,C. 1, VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF BAR AND AT 4'-0' O.G. MAX" WITH A MINIMUM CLEARANCE OF 1/2' FROM MASONRY. THE CLEAR D15TANCE BETWEEN BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1'. CENTER BARS IN WALLS U.N.O. 6. VERTICAL REINFORCING SMALL BE AS SHOWN ON THE DRAWINGS. FILL CELLS WITH COARSE GROUT AS SPECIFIED. PROVIDE ACI 90 DECREE STANDARD HOOKS INTO FOOTING AND ROOF TIE BEAM. LAP SPLICE VERTICAL REINFORCEMENT ABOVE FOOTING AND ABOVE EACH FLOOR LEVEL UNLESS NOTED OTHERIUISE. MAINTAIN VERTICAL REIN-ORCIING SHOWN ON PLANS ABOVE AND BELOW MASONRY OPENINGS EXCEEDING 10'- 0' CLEAR CONTINUE FOUNDATION DOWELS BELOW ALL MASONRY OPENINGS. S. ALL REINFORCED FILL CELLS ARE TO BE CLEAN AND FREE OF ANY FOREIGN MATERIAL OR DEBRIS, REMOVE ANY INSULATING MATERIAL FROM CELLS, INCLUDING POLYSTYRENE INSULATING INSERTS, PRIOR TO GROUT POUR. 10. REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS. 11. REINFORCING BARS SHALL SE LAPPED 48 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER. 12. WHEN A FOUNDATION DOLL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVVEN THOUGH IT 15 IN AN ADJACENT CELL TO THE VERTICAL WALL RENFORLEMETNT. 13. HORIZONTAL WALL REINFORCING SHALL BE 9 GA. GALVANIZED LADUR TYPE DUR-O-WALL (OR EQUIVALENT) AT 16' O.C. 14, PROVIDE HORIZONTAL JOINT REIINFORCEMENT AT DOORS AND WINDOWS FOR FIRST AND SECOND BLOCK COURSE ABOVE AND BELOW APERTURES. RUN RE NFORCiNG CONTNUOUS OR EXTEND TWO FEET FROM APERTURE EDGE. 15. WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6' AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE, 16, CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT FOUR WHEN THE POUR HEIGHT EXCEEDS 5'. CLEANOUTS TO BE SAW -CUT 4'X 4'. M. GROUT POUR HEIGHT SHALL NOT EXCEED 24'. PLACE GROUT IN 5' MAX LIFTS HEfGHTS. 15. CONSOLIDATE GROUT POURS AT THE TIME OF PLACEMENT BY MECHANICAL MEANS AND RECONSOLIDATE AFTER INITIAL WATER LOSS AND SETTLEMENT. 19. STORE BLOCKS ON PALLETS AND COVER WITH VISQUEB. 20. PLACE ALL MASONRY IN RUNNfNG BOND WITH 3/6' MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL, FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND ADJACENT TO GROUTED CELLS. 21. SEE DRAWINGS FOR MASONRY CONTROL JOINT LOCATIONS. SPACE AT 26'-0' O.C. AT EXTERIOR WALLS, 32'-0' O.C. AT INTERIOR WALLS UNLESS NOTED OTHERWISE. 22. MA50NRY INSPECTION SHALL BE PROVIDED BY A QUALIFIED AGENT IN ACCORDANCE WITH ACI 530-I.5. INSPECTION SERVICES SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE WORK IN PROGRESS AS WELL AS MATERIALS, EQUIPMENT, AND PROCEDURES. 23. SUBMITTALS.- a) UBMITTALS:a) SUBMIT PROPOSED GROUT MIX DESIGN PRIOR TO CONSTRUCTION. b) SUBMIT PROPOSED MORTAR MIX DESIGN PRIOR TO CONSTRUCTION. e) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION. INCLUDE BAR LISTS AND SEND DIAGRAMS. d) SUBMIT COMPRESSIVE STRENGTH TESTS OF PROPOSED MASONRY UNITS PRIOR TO CONSTRUCTION. MASONRY UNITS ARE TO BE TESTED IN ACCORDANCE WITH ASTM C140- 24. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS: a) SAMPLE AND TEST GROUT IN ACCORDANCE WITH ASTM C1019 FOR EACH 5000 SQ. FT. OF MASON I . b) SLUMP TESTS - ASTM C143. 25, PROVIDE 8' DEEP PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS NOT SHOWN TO HAVE A STRUCTURAL BEAM, MINIMUM END SEARING = P', LINTEL WIDTH TO MATCH MASONRY WIDTH. F-EtsINE€RED WOOD T15 I THIS SECTION DEFINES PRE-E�&NEERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF TRUSSES AS 'WOOD TRUSSES'. 2 WOOD TRUSSES SHALL BE DE51GNF-D AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION' 1936 EDRT[ON, PUBLISHED BY THE NATIONAL. FOREST PRODUCTS ASSOCIATION, 'DESIGN SPECIFICATION FOR METAL PLATE C 'INECTED WOOD TRUSS, TPI -86', PUBLISHED BY THE TRUSS PLATE INSTITUTE, AND THE APPLICABLE BUILDING CODE LISTED IN THE MISCELLANEOUS SECTION OF THESE SPECIFICATIONS. 3 THE WOOD TRUSS MANUFACTaRER MUST PARTICIPATE IN A CODE APPROVED T141RD PARTY QUALITY ASSURANCE PROGRAM SUCH AS THE TRUSS PLATE INSTITUTE'S 'QUALITY CONTROL INSPECTION PROGRAM' OR EQUIVALENT. 4 WOOD TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED FOR ALL LOADS SHOWN ON THE CONTRACT DOCUMENTS INCLUDMGxt LIVE, DEAD, WIND, AND CONCENTRATED. SEE MISCELLANEOUS SECTION FOR LIVE LOADS: MINIMUM NET UPLfFT 25 PSF(ASD) MINIMUM NET UPLIFT e OVERHANG 52 PSF(ASD) MINIMUM SUPERIMPOSED DEAD LOADS: ROOF 35 L55 S.F. 5 DURATION OF LOAD FACTORS: ROOF DL+1-1-4ULUB ROOF DL+LL1.25 (0 WOOD TRUSS DESIGN SHOP DRAWN636 SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING INFORMATION: a)SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF THE WOOD TRUSSES. b)ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST BE CONSIDERED. c)ADJUSTMENTS TO ALLOWABLE VALUES. (DURATION OF LOAD FACTORS, ETC. d)REACTN,E FORCES AND THEIR LOCATIONS. e)BEARiNG TYPE AND MINIMUM BEARING LENGTH. f)DEFLI=CTfONS, SPAN AND FACTION. gAMETAL CONNECTOR PLATE TYPE, GAUGE, SIZE, AND LOCATION. h -LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT. UL.00ATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING JMW5 SPLICES MUST BE DETAILED. THIS INCLUDES 'PIGGY BACK' TR 55ES. kr-ONNECTION DETAILS: TRUSS TO BEARING, TRUSS TO TRUSS, TRUSS TO TRUSS GIRDER, PIGGY BACK TO TRUSS, ETC. ])BRACING. NOTE MINIMUM REQUIREMENTS BELOW. 1 DEFLECTIONS: (UNLESS NOTED OTHERWISE) a)SPAN LIVE LOAD: LESS THAN OR EQUAL TO 6PAN/360. b)SPAN TOTAL LOAD: LESS THAN OR EQUAL TO 6PAN/240. c)REACTION LIVE LOAD: LESS THAN OR EQUAL TO TRUSS BEARING: HEIGHT/4#30. d)REACTION TOTAL LOAD: LESS THAN OR EQUAL TO TRUSS BEARING HEIGHT/360. a FIRE RETARDANT WOOD IS NOT ALLOWABLE. g SUPPORTS: WOOD TRUSSES SHALL BE DESIGNED WITH AT LEAST ONE HORIZONTAL ROLLER CONNECTION PER SPAN SO THAT NO HORIZONTAL REACTIONS ARE RNDUCED ON SUPPORTS UNDER DEAD OR LIVE LOADS. IID WOOD TRUSSES MUST BE CHECKED FOR WIND. WIND VELOCITY, DESIGN VELOCITY PRESSURES, AND TYPE OF STRUCTURE FOR WIND, MUST BE SHOWN ON THE 51,15MITTED SHOP DRAWINGS. IL CONTINUOUS BOTTOM CHORD LATERAL BRACING 15 REQUIRED AT A MINIMUM SPACING OF 10O.C. UNLESS NOTED OTHERWISE. BOTTOM CHORD BRACING 15 CONTINUOUS FROM ONE END OF THIS BUILDING TO OTHER END. OVERLAP CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF 2 X 4 GRADE MARKED LUMBER AT LEAST 10LONG, WITH 2-16d NAILS AT INTERMEDIATE AND 3-16d NAILS AT END CONNECTIONS. 12 CROSS BRACING 16 REQUIRED AT MINIMUM 10' O.C. UNLESS NOTED OTHERWISE. LOCATE CROSS BRACING AT OR NEAR THE BOTTOM CHORD BRACING. INSTALL CROSS BRACING AT EACH END AND AT 20' O.C. ALONG THF LENGTH CF T14S LATERAL BRACING. CROSS BRACING 15 ACCOMPLISHED BY ATTACHING DIAGONAL WEB BRACING TO OPPOSITE SIDES OF THE SAME GROUP OF SIMILAR WEB MEMBERS. 5LOPE CROSS 5RACINC1 IN OPPOSITE DIRECTIONS AT APPROXIMATELY 45 DEGREES FORMING A CROSS W. USE A MIN" OF 2 X 4 GRADE MARKED LUMBER WITH AT LEAST 2-16d NAILS AT EACH CONNECTION, 13 TRUSS ERECTOR 16 RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS SYSTEM DURING CONSTRUCTION. 14 HANDLING, INSTALLATION, AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH 'HIB -91`, PUBLISHED BY THE TRUSS PLATE INSTITUTE. B ALL WOOD TRUSSES ,SHALL BE FASTENED TO THEIR SUPPORTS WITH AFFROVED HURRICANE CLIPS OR STRAPS. 16 CONTRACTOR SHALL ORDER AND INSTALL HURRICANE CLIPS OR STRAPS- FOR TRAPSFOR T1 E UPLIFT AND LATERAL FORCES SHOWN ON THE SUBMITTED WOOD TRUSS DESIGN CALCULATIONS. 11 ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SMPSON STRONG -TIE OR BY APPROVED EQUIVALENT MANUFACTURER 18 ALL CONNECTION HARDWARE IS TO BE FULLY FASTENED PER MANUFACTURER'S REQUIREMENTS UNLESS NOTED OTHERWISE, I9 PILING OF PLYWOOD ON WOOD TRUSSES 16 NOT ALLOWED. 20 INSTALLATION OF BROKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIRED WOOD TRJSSES 15 NOT ALLOWED. 21 IMPROPER OR UNAUTHORIZED FIELD ALTERATIONS OF WOOD TRUSSES 16 NOT ALLOWED. 22 ALL CONNECTIONS AND BRACING MUST BE INSTALLED BEFORE SHEATHING THE ROOF, 23 GABLE ENDWALL TRUSSES MUST TRANSFER LATERAL LOADS TO THE SHEAR WALLS AND/OR THE ROOF DIAPHRAGM. 24 WOOD TRUSSES THAT DO NOT MEET INTERIOR LOAD BEARING WALLS MUST BE SHIMMED. DO NOT PULL WOOD TRUSSES DOWN TO INTERIOR BEARINGS. 25 WOOD TRUSS DESIGN ENGINEER MUST BE PROVIDED WIT4 A COPY OF THESE DRAWINGS AND SPECIFICATIONS. 26 SUBMITTALS: ALL SUBMITTALS SHALL BEAR THE EMBOSSED 6EAL OF A LICENSED FLORIDA ENGINEER AND SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER PRIOR TO WOOD TRUSS FABRICATION. a)SUBMIT SEALED WOOD TRUSS DESIGN CALCULATIONS FOR EACH TYPE OF TRUSS, b)SUBMIT SEALED WOOD TRUSS ERECTION PLAN, INCLUDING CONNECTION DETAILS AND PERMANENT BRIDGING REQUIREMENTS, c)SUBMIT SEALED WOOD TRUSS TEMPORARY ERECTION BRACING PLAN. (SCOTT (S MUMErf 1676 9 W&MOOR ROAD •w•snoPMA 33919-6407 239-482-3853 AROM7496 OFFICE COP AR0017 c� �E L� N -C N O0 �• l s aa0 3+v E:2 -'6 aa0 c> o.�E�v- 0-00 �aEo a: -O oa a (n E--' 0 0co � c 21-0:2 0 c v -w � 2 •6 O ui 'vs ' �'= 6 E iFJ voa°3cL f✓ ? Q 2 v cosi f] Lw O ��c `U U ac0aa3: I' 1U1 0 II U --W CaddfRle: 19®1 1 V1 C'M'S Construction: y f M V Drawn by_ 1U1 0 Chk I d. by: U --W CaddfRle: 19®1 V1 C'M'S Construction: y c M V v c c ca Drawn by_ 1U1 Chk I d. by: U --W CaddfRle: 19®1 r.e■ Date Issued For: Construction: