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<br />#1 CONRETE MA50NRY UNIT SHALL BE HOLLOW UNIT
<br />MASONRY IN ACCORDANCE 1,1.1ITH ASTM C-90 AND SHALL
<br />HAVE MINIMUM F,M OF 1500 P.S.I.
<br />#2 MORTAR SHALL CONFORM TO ASTMC -270 AND SHALL BE
<br />EITHER TYPE M OR 5,
<br />'W3 REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND
<br />IDENTIFIED IN ACCORANCE WITH AS , EA-61E.LAP SPLICES
<br />WHERE RE TIRED SHALL BE A rMINfMUM OF 25" FOR 0 REDAR
<br />30" FOR *(i REBAR AND 3ra" FOR *-! REBAR®
<br />4 GROUT FOR POURED CELLS AND LINTELS SHALL €-IAv- A
<br />MAXIMUM COURSE AGGREGATE SIZE OF 3 a" PLACED AT 8 TO
<br />11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE 1
<br />STRENGTH OF 3000 F,5.1f ( WHEN TESTED PER 45T1" 1 C-1O1 )
<br />05 PROVIDE CLEAN OUT OPENINGS (12 SQ IN,) IN CELLS
<br />CONTAINING SPLICED REINFORCEMENT. WHEN/ THE GROUT
<br />FOUR EXCEEDS 5 FEET IN HEIGHT.
<br />r I ALL EXTERIOR WINDOWS AND GLASS DOORS OR ENTRANCE
<br />DOOR SHALL BE TESTED IN ACCORDANCE, WITH
<br />ANSI/At-fMA/lNUffWDA 1011182 STANDARD AND BEAR IN AMM OR
<br />WDMA LABEL IDENTIFYING THE MANUFACTURERS PERFORMANCE
<br />C+-IARACTERI STICS AND APPROVED PRODUCT TESTING ENTITY.
<br />#2 ALL MULLIONS AND .ADJACENT DOOR/WINDOW ASSE1" IBLIE5
<br />SHALL BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE
<br />DE51GN LOADS TO THE ROUGH OPENINGS SUBSTRATE.
<br />#3 INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE
<br />MANUFACTURERS.—
<br />ANCHORING
<br />RECOMMENDATIONS TO ACHIEVE
<br />THE DESIGN PRESSURE SPECIFIED,
<br />0 THIS SYMBOL INDICATES THE APPROXIMATE
<br />LOCATION OF THE FILLED CELLS CAN THE FOUNDATION
<br />PAGE OF THIS PLAN,
<br />THE FILLED CELLS ARE BLOCK CELLS FILLED
<br />SOLID WITH 3000 PSI AND VERT. #5 REBAR. THE
<br />VERT REBAR ARE THEN TIED TO THE HORIZ, REB, R,;.S
<br />IN THE FOOTER AND THE TOP COURSE LINTEL.
<br />THE MIN LAR FOR ANY REBAIR WILL BE 25".
<br />I
<br />ft
<br />I
<br />8" CONCRETE BLOCK
<br />I EXTERIOR WALLS
<br />!F
<br />I I
<br />If
<br />f+ I
<br />Ef I
<br />I #5 REBAR IN FILLED CELLS ]
<br />I 5TAFNDAR1 4"
<br />If MONOLITHIC SLAB
<br />f FINI,a.,H D GRADE — — — _ — — I
<br />1211
<br />If
<br />l ro MIL, I
<br />' MIN _ _ If V 15OUEEI*i
<br />u. II
<br />I_ I
<br />I2FI f Et
<br />I
<br />3� EE
<br />� I
<br />r
<br />4" 13000 P51 MONOLITHIC CONCRETE SLAB O VER CLEAN,
<br />TREATED AND COMPACTED SOIL. THE SOIL WILL BE I
<br />E x-, y
<br />COMPACTED TO _� MIN, � �OOO SF A i P TIED O AND BE TREATED
<br />j FOR TERMITE5 AS PER THIS PLAN.
<br />IIt
<br />x 6" 10/10 WIRE I`°`IESH OVER to1'-1ILr VISQUEEN VAPOR �
<br />i BARRIER WILL BE INSTALLED FOR REINFORCING THE SLAB,
<br />FIBERMESH CONCRETE CAN BE USE IN PLACE OF THE WIRE I
<br />MESH. SEE THE DETAIL. SHEET OF THIS PLAN FOR THE �
<br />COMPLETE TERMITE TREATMENT REQUIRED, j
<br />E
<br />TYPICAL MASONRY WALL SECTION If
<br />----------- - ------------------------------------------- I
<br />W1 MONOLITHIC, FOOTER AND SLA5
<br />11EE1 V LEY LINING MATERIAL
<br />'# #� Co" MIN,
<br />NORMAL WIND LOAD
<br />5" ExPOSUR
<br />' 7
<br />FL*10124J 2„ CENTERL.INIE
<br />ALWAYS REFER TO THE MANUFACTURERS
<br />SPEC
<br />IFICATION5 FURNISHED TO THE JOBSITE,
<br />411x5" ANGLE 26 GAUGE GALVANIZED METAL
<br />RIBBER VALLEY FLASHING OVER THE TOP OR
<br />12" WIDE 26 GAUGE GALVANIZED METAL
<br />ALL SNINSLES ARE TO BE NAILED WITH 11 OR 12 GAUGE
<br />GALVAN14-ED NAILS WITH 3/5" DIAMETER. HEADS., ALL NAILS
<br />PENETRATE T "
<br />MUST,�..� .. _,�-BETE ,T LEAST, ��4 INTO THE, WOOD SHEATHING.
<br />5I1" 1PSON HETA I&
<br />EMBEDDED TRUSS STRAPS
<br />MIN OF 4" E1`18EDDfi'lENT�
<br />EXCEPT WHERE DOTED
<br />ALUM, DRIP EAVE
<br />PRE FINISHED FASCIA
<br />OVER 2X SUB-FA6C-IA
<br />VENTED SOFFITT
<br />R O3.6.1 EXTERIOR PLASTE15Z
<br />EXTERIOR USE OF PORTLAND CEMENT
<br />PLASTER SHALL COMPLY WITH APPLICATION
<br />REQUIREMENTS OF ASTM Ca2&-'BS AND C I063-'3l
<br />PRECAST CONCRETE SILL
<br />'5 REBAR IN FILLEDCELL
<br />PER FOUNDATION PLAN
<br />FINISHED GRADE
<br />12`I MIN 015TANCE
<br />ImTn Imm
<br />NAIL 2r BLOCKING BETWEEN. TRUSSES IN ALL
<br />AREAS THAT A PLY -CLIP CANT BE APPLIED
<br />F1BER LASS SHINGLES INSTALLED
<br />PER THE DETAIL OF TH15 FLAN OR
<br />A5 FER THE MANUFACTURER IF
<br />ANOTHER TYPE OF SHINGLE
<br />IS CHO05EN `
<br />30 ROOFING FELT
<br />1/2" CDX (32124)OR OSB SHEATHING NAILED
<br />WITH 8d COMMONS AT Co" OC UNLESS OTHERWISE NOTED
<br />j r
<br />I
<br />ILL W Tl S5
<br />PR
<br />i R-30 INSULATION
<br />ALL TEMPORARY AND PERMANENT
<br />BRACING INFORMATION FOR. THE
<br />ENGINEERED ROOF TRUSSES '
<br />WILL BE FURNISHED BY THE
<br />TRU65 COMPANY THAT
<br />PRODUCES THE TRUSSES.
<br />POURED LINTEL BLOCKS WITH (1) 05 ROD
<br />TIED TO VERT RODS IN FILLED CELLS
<br />POURED CONCRETE POWER STEEL LINTELS
<br />OVER ALL OPENINGS EXCEPT WHERE NOTED
<br />I '2" DRYWALL OVER IX FURRING STRIPS
<br />AND RIGID INSULATION
<br />SEE RETAIL SHEET OF THIS PLAN FOR
<br />r WINDOW AND DOOR INSTALLATION, THE
<br />CONTRACTOR 15 RESPONSIBLE TO HAVE
<br />INSTALLATION INSTRUCTIONS ON THE JOB51TE�
<br />I IF OTHER COMPONENTS ARE CHOOSEN.
<br />Ef
<br />rf
<br />ti F'
<br />„ INTERIOR TRIM
<br />FINISHED FLOORING
<br />GLEAKTREATED: COMPACTED 501L
<br />6TANDARD " LP45 NOTE:
<br />4f1 13000 PSI CONCRETE SLAB OVER
<br />CLEAN, TREATED AND COMPACTED SOIL,
<br />THE SOIL WILL BE COMPACTED TO A MIN,
<br />OF 2000 P5F AND BE TREATED FOR TERMITES
<br />AS PER THIS FLAN,
<br />ro x ro„ 10/10 WIRE MESH OVER bMIL. Vl5QUEEN
<br />VAPOR BARRIER WILL BE INSTALLED FOR
<br />REINFORCING THE SLAB.
<br />FIBERMESH CONCRETE CAN BE USE IN PLACE
<br />OF THE WIRE MESH,
<br />THESE SPECS REFER TO EITHER; A STEMWALL
<br />FOUNDATION OR A MONOLITHIC 51 AAB.
<br />&TANDAIRD 6INGLE ! 1 FOOTER
<br />8" x lro"CONT. 3000 PSI CONCRETE FOOTER WITH (2) #5 REBARS
<br />OF10"x20" CONT. 3000 PSI CONCRETE FOOTER WITH (2) #5 REBAR a
<br />(` ON ROD CHAIRS SPACED NO MORE THAN 48" OC.
<br />I FILLED CELLS WILL BE VERT, #5 RODS IN ALL CORNER'S.
<br />AND BESIDE EACH OPENING, THE MAX, SPAC INC:; °
<br />FOR ANY FILLED CELL WILL BE S'-t�"t7O? ALL RODS MUST
<br />1 Et ;
<br />BE BENT AND TIED TOGETHER WITH A MIN LAP OF 25 �
<br />t
<br />SEE THE FOUNDATION PLAN I
<br />{
<br />3
<br />1/2" CEILING DRYWALL
<br />ON ALL INTERIOR CEILINGS
<br />AND VINYL CEILINGS OVER
<br />1X3 STRIPPING fro" OC ON ALL
<br />EXTERIOR CEILINGS
<br />1/2" FAINTED COX MAY BE
<br />SUBSTITUTED FOR THE
<br />VIYNL CEILING.
<br />PRE - ENGINEERED -ROOF TRIU55E51jj
<br />24" OC MAXIMUM SPACING I
<br />TC LL 20.0 P5F
<br />TC DL ?.O FSF
<br />BC DL 10E0 FSF I
<br />BC LL 0-0 P5F
<br />TOT,LD. _3.0 F.SF
<br />I OUR_FAC, 1.25
<br />DEFLECTION MEETS L l 3ro'' LIVE I
<br />AND L ! 240 TOTAL LOAD
<br />SECTION 3 BUILDING PLANNING
<br />SECTION R301B GARAGES AND CARPORTS,
<br />R30'5t1 OPENING PROTECTION
<br />OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL
<br />BE EQUIPPED WITH 60LID WOOD DOORS NOT LESS THAN
<br />1 3JO" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL
<br />DOORS NOT LE55 THAN 1 3!8" THICK OR 20 MINUTE FIRE
<br />RATED DOORS,
<br />R30'3.2 SEPERATION REQUIRED
<br />T HE GARAGE SHALL BE SEPERATED FROM THE RESIDENCE
<br />AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD
<br />APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE
<br />ROOMS SHALL BE SEPERATED FROM ,ALL HABITABLE ROOMS
<br />ABOVE BY NO LESS THAN 5" TYPE X GYPSUM BOARD OR
<br />EQUIVALENT. WHERE THE 5EPERATION 15 A FLOOR -CEILING
<br />ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPERATION SMALL
<br />ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD
<br />OR EQUIVALENT.
<br />ATTIC ACCESS
<br />ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS '
<br />! EXCEEDING 30 6Q.FT, AND HAVING MINIMUM 30 INCHES OF
<br />1 VERTICAL HEIGHT. ROUGH FRAMED OPENINGS NOT TO BE
<br />I LESS 1 HAT 22' X30" INCHES, WHEN MECHANICAL EQUIPMENT I iz I
<br />LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN
<br />ACCORDANCE WITH 2O04 FLORIDA BUILDING CODE
<br />I
<br />RE5IDENITIAL-5ECTION, M1305.1-13r
<br />TREATMENT; C SOIL CHEMICAL BARRIER METHOD)
<br />a 4=1 1AN 1T SIGN TO I NT1F" THE ' � �-� TI ATiIENT -RO I }ER {A I
<br />NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED_
<br />THE SIGN SHALL. BE POSTED NEAR TIDE WATER HEATER OR ELECTRIC PANEL.
<br />2) C E:NDINSATE AND ROOF DOWN SPORTS SHALL �{C� ;RGE AT LEAST 1'-0" AWAY FROM
<br />THE BUILDING SIDEWALLS_
<br />33 IRRIGATION SYSTEMS INCLUDING ALL RISERS AND SPRAY REA15 SHALL
<br />NOT BE INSTALLED WITHIN 14-0 4 CF THE BUILDINGS 511DEWI ALLS_
<br />4) TO F'ROv IDE FOR 4-45PEC T I N FOR TERMITE INFESTATION BETWEEN MALL COvERIN6t
<br />AND FINAL EARTH GRADE SHALL NOT BE LESS TWA & INCHES ( EXCEPTION PAINT OR
<br />DEG—ORATI' E CEMENTICUS° FINISH LESS THAN F f,IV' THIC4 ADHERED DIRECTLY TO THE
<br />'FOUNDATION WALL_
<br />5) INITIAL TREATMENT SHALL BE DONE AFTER ,ALL EXCAVATION AND BACK. FILL IS COMPLETED_
<br />6) SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INGLUDING SPACES BOXED
<br />OR. FORMED.
<br />-1) BOXED AREAS 4N CONCRETE FLOURS FOR 5Ue5E0UENT IN5TALLLATION OF TRAPS, ETC. SHALL BE
<br />MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERM ANEI�!`I -70R 1S MUST BE OF ,A 517-E �.N
<br />DEPTH THAT WILL ELIMINATE THE 015TUR ,ANGE OF 6 IL AFTER' THE INITIAL TREATMENT
<br />6 ) A h'f1NIMI1 IM & MIL: AP -OR RETARDER MUST BE [MSTALLEL: TO PROTECT AGAINST
<br />RAINFALL DILUTION, IF RAINFALL OCCURS BFFORE VAPOR RFT,ARDFR PLA-CIQMENT,
<br />RE -TREATMENT 15 REQUIRED,
<br />�j CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION' PERIMETER MUST BE
<br />REMOVE:> BEFORE EXTI=RIOR- SOIL TREATMENT,
<br />10) SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITH 1'-0„
<br />F THE 5TRUCTURE5.51DEWIALLS.
<br />II 1, AN EXTERIOR VERTICAL CHEMICAL BARRIERS MUST BE IieISTALLED AFTER:
<br />COvTRi.IG T 1ON, IS COMPLETE INCLUDINGLANDSCA;-P
<br />rNG A;I*iD IRRIGATION -
<br />ANT SOIL r .ST[1RBED , AFTER. T14E `>�ERTfCAL BARRIER IS APPLIED, SHALL F_E
<br />RETRFATFD.
<br />12) ,ALL BUILDINGS ARE REQUIRED TO HAVE flRE-CONSTRUCTION TREATI"IEN f .
<br />13 ,A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY
<br />A LICENSED PEST c`. GPI , v B: EFOf;z A !CERTIFICATE-.J` ::%r"..,'�..UPA'NNIC'i WILL
<br />BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL. 5TATE. "THE BUILDING HAS
<br />RECEIVED A COMPLETE TREATMENT FOR THE PR ENTION OF SUBTERRANEAN TER/ MITES_
<br />THE TREAT?-fENT IS IN -WIT-WtT44 THE RULES AND -'AW5 OF THE
<br />FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
<br />14J AFTER ALL WORK 15 COMPLETE LOOSE 1. 4�:CD - ;.ND FILL MUST BE REMOVED FROM
<br />BELOW AND WITHIN I'-v€r OFTHEE+t ilL`c:INc�Z. THIS 11�f Lt.IGE. , +L GR t+fE 5T 41 �ES,TI IB
<br />TRAP" BOXES, FORM5,5HORING OR OTHER CELLULOSE CONTAINING MATERIAL..
<br />5 ` NO WOOD, VEGETATION, 5T~.3MPS, G, ARDBJARD ,TRASH ETC. , SHALL BE BURIED WIT ° p
<br />I'a 0" OF AN" BUILDING OR PROPOSED BUILDING, II
<br />S. HNE
<br />,
<br />DESIGN SERVICES Ift-1,
<br />MOBILE/ OFFICE_ 3 - 0 -SS2l
<br />OFFICE FAX 352-586-2342
<br />P .0 BOX 1325 SAN ANTONIO
<br />FLA. 33516
<br />THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES
<br />NO LIABILITY INSURANCE AND THEREFOR AGREES TO
<br />HOLD HARMLESS, IDEMNIPT` AND DEFEND THE DESIGNER,
<br />FROM ALL CLAIMS, LO55ES AND EXPENSES( INCLUDING
<br />ATTORNEYS FEES AR fSINS OUT OF OR RESULTING FROM
<br />THE PROJECT, THE DE-51 NER IN GOOD FAITH ATTEMPT TO
<br />PROVIDE ERROR FREE CON5TRUCTION DRAWINGS,
<br />IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT
<br />BE HELD LIABLE FOR THE COST OF THE REPAIRS OR
<br />DELAY TO THE JOB, THE CONTRACTOR NEEDS TO VERIFY
<br />AND UNDERSTAND ALL INFORMATION BEFORE BIDDING
<br />OR STARTING ANY WORD. ON THE JOB.
<br />THE PLU °IBiNG , ELECTRICAL AND MECHANICAL
<br />PARTS OF THE PLAN ARE NON-STRUCTURAL AND
<br />MAY BE ADJUSTED BY THE 5U5-CONTRACTORS
<br />PERMITTED TO DO THE JOB. BUT THE CHA C-aE6
<br />MUST MEET THE MIN/MUM STANDARDS OF THE
<br />CURRENT FLORIDA BUILDING CODE. THESE CH,4NxE5
<br />ARE NOT fZEQUIRED TO BE VERIFIED BY THE ENGINEER
<br />OF RECORD FOR THIS PLAN{
<br />1='aECAUSE THIS IS AN ADDITION IT WILT_. BE THE
<br />RESPONSIBILITY OF ALL SUB5 AND SUPPLIERS
<br />LL
<br />t
<br />A. INFORMATION
<br />TO VERIFY 11�1 ORt "€ TION IN THE FIELD
<br />BEFORE ORDERING ANY MATERIAL OR STARTING
<br />ANY WORK, THE HOMEOWNER REQUIRES THAT
<br />TH15 NEW ADDITION MATCHES THE EXISTNG HOUSE.
<br />IF ANY INFORMATION IS NOT ON THIS PLAN THE
<br />CONTRACTOR WILL NEED TO VERIFY THAT THE NEW
<br />WORK 15 MATCHING THE EXISTING.
<br />THE SWEENEY ADDI710N
<br />.� dw •
<br />I
<br />.r wow
<br />THE CONTRACTOR WILL BE RESPONSIBLE TO VERIRY THE SF.
<br />DAVID lU. SMITH/ MS. FE.
<br />t r► A
<br />v�
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