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FIA UDA APPROVED PRODUCTS LiST
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#
Pnmbd Maid # w Name
Maid
FL11321.1
Bdldas Elsoodway, Iuc.
Exlatior Doors
Swinging Eat. Door
OMw Fitogglan Door
Entry Door
FL1S210.1
Pbsolickhm
Exbdor Door
Swmam Eat. DoaAtwnWia
ue F' Door
Glazed Fibagleas Door
FL1527941
Aodocts
Exbft Doors
SaMons] Ext. Door Assanblies
FLIS30C
ha Wisdam mod Doss
Wlrtdows
Fixed
Modd 185PW
Ahunimnn
F1366443
Tmko Bni Ptodooftit
UndarWymeft
TW Underlayonew
Self-Adbaiag Rubberized
LIAR&I
Partd vftb
soffilts
16"QuadfourOA
Alt nintsnm
FL979M
AtMs
l4otlitp
Asphalt Shingles
Stoanlod"ler Shake
Fiberglass ReWaved
111.1147342
Tie Co.
BMuckM
Wood Coaaectaa Andtoa
LSUU210
Adjustable Hanger
F1.1147342
S Tk Co.
86tt *sW Canponoft
Wood Cortneamrs Amhont
HETA
EnA added Times Ancbor
FLI14734 2
Tie Co.
Enuolwd CoVone t
Wood Correctors Anchm
META
Embedded Truss Ancbw
Tie CO.
Sh oWrd
Wood Can actors Anchors
Tk Co.
BUttclutsi Caapww ti
Woad Cottnectars Andras
Tie Co.
SNUCknal 00"OtlMMs
Wood Corrasota Aochoa
Strap Tics
FL1147342
Tie Co.
ShuftsdClonoxwoft
Wood C.arrwxitors Anciwts
LSTA 12
Strap Ties
FL1147342
3604w 91111WTW Co.
Slruc W Cwpomnis
Wood Conseclors Anchors
H2.5
Truss Tie
NOTE OW FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS.
FOUNDATION NOTES
GENERAL STRUCTURAL NOTES
i
THESE PLANS MEET THE MiNiMUM REQUIREMENTS OF THE 2010 FLORIDA RESIDENTIAL BUILDING CODS,
FEC 2010, & ASCE 7-10.
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PM (U NLJISS NOTED OTIMS 58) ® 28;)AYS.
2. STEEL REINFORCEMENT SHALL HAVE A MINIMUM YIELD STRENGTH OF 40,000 PS IN ACCORDANCE WITH ASTIR A 615.
3. CONCRETE MASONRY UNITS, IF ANY, SHALL BE HOLLOW CORE/ LOAD BEARDWS IN ACCORDANCE TO ASIU 0*
OR C145,1,9N PSI MQNIILd M
4. GROUT, IF ANY, SHALL HAVE 3/8" MAXIMUM AGGREGATE, 9-11 INCH SLUMP 2A00 PIR AS PER AS'IM C476.
S. MORTAR,IF ANY, SHALL BE TYPE M OR SIN CONFORMANCE ASTM C270.
6. THE OUTER FOUNDATION BARS SHALT. BE CONTINOUS AROUND CORMRS BY SENDING THE BAR IN ACCORDANCE
WITH 2O23.4 OF THE SSTD 10A9. IN BOTH CASES THE MINIMUM BAR LAP SHALL BE 40 DiAMRTER LIKEWISE, THO BOND
BEAM REINFORCEMENT SHALL BE CONTINOUS AROUND ALL CORNERS,
7. ATTACH PLYWOOD SHEATHING TO SUPPORTING TRUSSES OR OTHER FRAMING WITH COMMON NAILS FOR GA"Z
DIAPHRAGMS ONLY, (UNLESS OTHERWISE NOTED) 8d
AL 4" O.C. ALONG EDGES OF PLYWOOD PANELS.
B. 6" OC. ALONG FIELD OF PLYWOOD PANELS.
8. PROVIDE 4" X 4" CLEAN OUT FOR ALL CONCRETE FILLED CELLS. AT TH8 BASE OF WALL..
9. ALL WOOD LOAD BEARING EXTERIOR AND INTERIOR WALLS TO BE 02 SOUTHERN YELLOW PINE (OR EQUAL
(PH -1200 PSI) ®16" O.C. UNLESS NOTED O'IIERWISE).
10. ALL WOOD GIRDERS SHALL HAVE A MIN. OF (4) - 2"X4" STUDS PLACED DiRBCT'i.Y UNiER TIE (GIRDER AND DOOK E
PLATES.
11. PRE -MANUFACTURED ROOF TRUSSES TO BE DESIGNED IN ACCORDANCE WITH TIE LATEST ITI DESIGN
REQUIREMENTS. THE TRUSS MANUFACTURER iS REQUIRED TO FURNISH ALL REAG.TIM LOADS FOR DEAD�
LIVE LOADS AND WIND LOADS. MANUFACTURER TO SUBMIT TRUSS LAYOUT AND DETAIW 393 NFD BY A F
REGISTERED ENGINEER.
12. EXTERIOR FRONT AND BACK DOORS, WINDOWS, GARAGE DOORS, CLADDING AND COMPONENTS ARE SUBMTI*
WITH THE "TECHNICAL MANUAL" FOR INSTALLATION AND TECHNICAL MATERIAL SPECIFICATIONS.
13. ALL EXTERIOR CONCRETE BLOCK WALLS ARE DESIGNED AS SHEAR WALS OR SHEAR WAIL SEG MINTS WITH
DUR-A•WALL REINFORCEMENT EVERY OTHER BLOCK AS PER THE REQUIRSAMIS OF THBNATIONAL CONCWM
MASONRY INSTITUTE. IF DUR-A--WALL REINFORCEMENT IS NOT USED FOR TIM MUM 11U1[3E406 LENGTH NGiTH
ACTUAL SHEAR WALL WLL BE DESIGNATED ON THE PLANS.
14. ALL OPENINGS GREATER THAN 5 FEET TO HAVE 145 BAR ON EACH SiDE OF OPENING AND FILLED WITH GROLI.
OPENINGS GREATER THAN 12 FEET TO HAVE 245 BARS ON EACH SIDE OF Ol111 EI oa
15. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD.
16. ANY CHANGES TO SEALED DRAWINGS MUST BE APPROVED BY THE PROFESSIONAL ENGINEER OF RECORD
A. BASTC WND SPEEID» 14O MPH /108 MPH 3 SEC. GUST
B. RISK CATEGORY 11
C. APPLICABLE INTERNAL PRESSURE COEFFICIENT - WINDWARD
LEEWARD *0.18
E
19. SOIL NOTED AS COMPACTED IS 9S% MODIFIED PROCTOR, ASTM D1557.
VERIFY LOCATION OF BUILDING AT SiTE USING OWNERS APPROVED PLOT PLAN AND ADJUST CONCRETE FOOTING, SLAB, LANDING, AND
STEPS, AS GRADE REQUIRES. IF CONFLICTS BETWEEN EXISTING SITE CONDITIONS AND APPROVED PLOT PLAN ARISE CONTACT BUILDER.
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1. PREPARE SOIL TO RECEIVE V CONCRETE SLAB W/ WIRE MESH OVER 6 MIL VAPOR BARRIER AND CLEAN, WELL COMPACTED, TERMITE
TREATED PILL.
2. ALL FOOTINGS TO BE 16"W X 8" D W/2 #5 REBAR CONTINUOUS (UNLESS NOTED).
3. ALL THICKENED SLABS (BELL FOOTING) TO BE 12" W X 20" D W/ 2 # 5 REBAR CONTINUOUS (PLACE UPLIFT STRAPPING OR ANCHORS
AS MAY BE REQUIRED PER CODE).
4. ALL COLUMN PAD TO BE 24" X 24" X12" W/ 3- #S REBAR EACH WAY (UNLESS NOTED).
5. ALL THICKENED EDGE SLABS TO BE 12" 12" W/ (1) #5 REBAR,
&THICKENED SLAB AT FLOOR ELEVATION CHANGE iS TO BE 8" D X 16" W2 45 REBAR CONTINUOUS.
7. FILL CORE WITH CONCRETE AND PLACE (1 #5 REBAR VERTICAL FROM FOOTING TO TIE -BEAM.
S. PITCH SLAB AT GRADE AT 1" IN I W TYPICAL (IN DIRECTION OF ARROW).
9. RBCESS FLOOR SLAB 3/4" AT ALL SLIDING GLASS DOORS AND EXTEND SLAB 1 1/I" PAST BLACK FACE.
10. EXTEND SLAB EDGE AT EXTERIOR DOORS 1 12" PAST BLOCK FACE.
11. SUNKEN SHOWER TO BE 4" CONCRETE RECESSED SLAB W/ 6X6 #10 W.W. MESH (OR FIBEORS14
12. AIR CONDITIONER COMPRESSOR PAD SHALL BE 3`X4"X4" PLACED 8" FROM WALL, TYPICAL OR AS PLANS.
13. ALL STONE OR BRICK VINEER FOO►1140S TO BE 22" W X IW D W/ 345 REBARS CONTINUOUS.
14. ALL FOOTINO FOR 2 STORY TO BE 20" W X IV D W/ 345 REBAR CONTINUOUS.
1 S. ALL THICKENED SLAB (BELL FOOTING) W/ 2 STORIES BEARING TO BE Ar W x 20" D W/ 3- #5 REBARS
( PLACE UPLIFT STRAPS OR ANCHORS AS MAY BE REQUIRED PER COD$.)
16. THICKENED SLAB (BELL FOOTING) WHERE AT BEARING WALL OCCURS AT CHANGE iN FLOOR ELEVATION SHALL BE A MiN.
16" D X 16" W CONTINUOUS.
17. SOIL. BEARING CAPACITY SHALT. BE A MIN. OF 2000 PSF 1F NOT, NOTIFY ENGINEER IMMEDIATELY FOR REVIEW OF FOUNDATION DESIGN.
13. TERMITE SOIL PROTECTION TO BE PROVIDED BY REGOSTERED TERMIi7CiDES.
WOOD NOTES
1. ALL FRAMING MI3 SERS SHALL BE WOOD )MEMBERS WITH PROPERTIES EQUAL TO OR BETTER THAN THOSE (LIVEN BY THE SOLMIERN
PINE 1NSIOUCTION BUREAU FOR SURFACED DRiED SOUTHERN PiNE NO.2 (MINIMUM ALLOWABLE BENDING STRESS - 129OPSI FOR SINGLE
MEMBERS USES AND 1400 PSI FOR REPETITIVE MEMBER USES. MODULES OF ELASTICITY -1,600,00 PSI)
2. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
3. ALL ROOF RAFTERS AND PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALL OR BEAMS
WITH HURRICANE CLIPS OR ANCHORS AS NOTED.
4. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF 1IE"NATTONAL DESIGN
SPECIFICATION FOR STRESS -GRADE LUMBER" AND ITS FASTENERS AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOC.IATiON.
5. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTE WiTH AN ENGINEER SEAL FOR APPROVAL.
DESIGN NOTES ARE TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION
OF THE CONNECTOR CAPACITY'S AND MANUFACTURES LICENSE TO FABRICATE TRUSSES UTI VING THE CONNECTORS SYSTEM PROPOSED.
7. BRIDGING, FOR PRE-ENGINEERED TRUSS SHALL BE AS REQUIRED BY TRUSS MANUFACTURER IN ADDITION TO MEMBER SHOW ON
DRAWINGS.
8. ROOF DECKS SHALT BE 12" PLYWOOD OR OSB FOR FIBERGLASS SHINGLE ROOFS AND 5/8" PLYWOOD FOR CONCRETE OR CLAY
TILE ROOFS. USE 8D NAiLS WiTH 6" SPACING AT ALL PANEL EDGES AND 6" SPACING INTERMEDIATE SUPPORTS. PROVIDE
PLY CLIPS AT UNSUPPORTED EDGES,
9. ALL WOOD FRAME DETAILS SHALL BE IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" LATEST
ADDITION, NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS DUTAII.ED OTHERWISE ON THE STRUCTURAL DRAWINGS.
10. ROOF LiVE LOAD - 20 PSF. ROOF DEAD LOAD - 20 PSF
11. (GABLE ENDWALLS ADJACENT TO CATHEDRAL CELINGS ARE REQUIRED TO BE CONTINUOUS FROM FLOOR TO ROOF DIAPHRAGM.
PLUMBING NOTES
1. PROVIDE PLUMBING FIIXIURES, AS SELECTED BY PRACTICAL CONST. COMPLETE WITH ALL TRIM TRAPS, STOP VALVES, SUl`R=
AND ESCUTCHEONS,
2. ALL PLUMBING SHALL BE IS STRICT ACCORDANCE WITH STANDARD PLUM®M CODES AND LOCAL ORDR4AINCLES.
3. SOIL WASTE AND VENT PIPING SHALL BE SCEMOZ 40 PVC.
4. ALL WATER PIPING SHALL BY TYPE "L" WITH 95-5 SOLDERED JOWM OR C.P.V.C.
5. COPPER PIPING UNDERGROUND AND IN CONTRACT WITH DISSIMILAR METALS SHALL BE COATED WITH TAR ENAMEL AW WA-C,203
OR EQUAL.
6. PROVIDE INDIVIDUAL WATER STOPS AT ALL WATER CLOSETS, LAVATORIES AND MCNIN SIX BiISTATIAIM NS.
7. RUN ALL PiPES CONCEALED iN WALL, FLOORS, ABOVE CE INOS OR BELOW GRADE.
8. VERIFY ALL ROUGH IN REQUHROMENI'S WITH THE FIXTURES THAT ARE SMACISD.
9. COORDINATE ALL WORK WITH TRADES.
10. PROVIDE FULL SIZE PIPING, FROM HOT WATER PR.'T WALVE TD EXTERIOR.
11. WATER PIPING RUN THROUGH CONCRETE OR MASONRY SHALL BE WRAM'ED WITH IO-I►4L. VINYL PLUINaw TAPE.
12. HOT WATER PRI NG SHALL BE INSULATED IN ACCORDANCE WITH COUNTY WIDE ENERGY CODE.
13.40 GALLON WATER HEATER.
14. TANK TYPE WATER CLOSET' VOLUME 1.5 GALLONS.
15. WATER -FLAW RATE. SHOWER HEADS 2.5 GPM PRIVATE FACII TES 2.28 GPM
16. PLUMBERS MUST USE A METAL OR PLASTIC MATERIAL TO BOX OUT AREAS IN CONCRETE WHERE DRAINS ARE TO BE INSTALLED.
17. THERMAL EXPANSION PROTECTION LS REQUIRED WHEN THE WATER SERVICE IS EQUIPPED WITH A BACKFLOWN PREVENTION DEVICE.
18. ALL BACKFTAWN PREVENTION DEVICES ARE REQUIRED TO BE 7W= AND TEST RESULTS SUBMITTED TO THE BUILDING DEPARTMENT
BEFORE THE CER71FICATE OF OCCUPANCY 64 ISSUED.
19. iN GARAGES ALL WATER HEATERS SHALL BE ELEVATED TO ENSURE THAT THE LOWEST iG UTIOIN SOURCE iS 18" ABLOVE THE FLOOR I
INCLUDING ELECTRIC WATERHBATERS.
GENERAL NOTES
1. BUILDER WILL VERIFY ALL DI►I INSIONS SHOWN OR IMPLL® BEFORE STARTING ANY WORK
2. BUILDER WILL COMPLY WITH ALL BUILDING CODES B01I1 STATE AND LOCAL, AND COMPLY WIIIi ALL LOCAL. AVTTiORCTE3 j �- ` ��� (i `
HAVING JURISDICTION.
31T IS THE CONTRACTORS SOLE RESPONSIBIi.ITY TO DETERMINE ERECTION PROCEDURE AND SBQIESNCE TO INSURE THE SAFETY OF THE 11+ ` A 2
BUILDING AND COMPONENT PARTS DURING ERECTION 7'filt8 INCLUDES BUT IS NOT LIMITED TO TEE ADDITION WHATEVER TEMPORARY
BRACING, GUYS, OR THE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BB REMOVED AND SHALL REMAIN THE PROPERTY
OF THE CONTRACTOR AFTER COWLE71IDN OF THE PROtJECT.
4. ALL. DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VER1F1111) AND SHALL CONFORM TO THE
ARCHITF.C"TURAL DRAWINGS,
5. NAIL AND GLUE BUCKS, THE WOOD BETWEEN THE DOOR JAMB AND THE WALL
6. THE MULLIONS - STRIPS BETWEEN A SERIFS OF WINDOWS - MUST BE CERTIFIED TO W17'RSTAND THE DESTINE WIND CAPACITY.
7. WINDOWS AND GLASS DOORS MUST MEET THE IMPACT STANDARDS. WINDOW MPGR MUST HAVE LABELS ATTACH® LISTING
MANUFACTURER, PERFORMANCE CHARACTERISTICS AND CERTIFICATION THAT THEY HAVE BEEN TESTED. LABELS MUST STAY ON UNTIL
THE FINAL INSPECTION.
8. WALL SIDING, INCLUDING BRICK FACING, PAINTED BLACK OR STUC CoD, MUST END 6 INC M ABOVE THE GROUND TO ALLOW FOR FUTURE
TERMITE INSPECTIONS. THE CONTRACTOR CAN PAINT THE BARE BAND OR APPLY A PLAST RRrLICE FD418H LESS THAN 5A INCH THICK.
DIRECTLY TO THE FOUNDATION WALL,
9. ANY GLAZING WITHIN 36" HORIZONTALLY AND BELOW 60" OF THE STANDING SURFACE OF BATHTUB, SHOWER,SPA,ETC., SHALL BE
SAFETY GLAZED.
10. BATHROOM VENTILATION MUST BE MECHNICALLY EXHAUSTED TO BUILDM EXTERIOR.
11. EQUIPMENT DISCONNECT MUST BE WITHIN SITE,
12. THE EQUIPMENT SERVICE PANEL MUST BE LOCATED WITHIN 6"4" OF ATTIC ACCESS, IF THE AIR HANDLER UNIT S IN THE ATTIC.
13. A FLOAT SWITCH TO SHUT .DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNER THAT THE CONDENSATION
DRAiN IS STOPPED UP MUST BE INSTALLED IF THE AiR HANDLER UNITIS iN THE ATM.
16. ALL MECHANICAL EQUIPMENT INCLUDING AX CONDENSERS, POOL FILTERS AND POOL HEATERS SHALL BE SECURED TO RESIST
LOCATION WIND LOADS.
MASONRY/CONCRETE NOTES
MASONRY NOTES:
1. ALL MASONRY 1S TO BE 8" HOLLOW UNITS SHALL CONFORM TO ASTM C90, TYPE NI. WITH A MNUGMUM COMPRESSIVE STRENGTH
OF 1000 PSL
2. MORTAR SHALL CONFORM TO ASTM C476, TYPE PL, WITH A MINIMUM COMPRESSIVE STRENGTH OF 23W PSL
CONCRETE NOTES;
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENNGTH OF 3000 PS1 AT 28 DAYS.
2. ALL REINFORCING STEEL TO BE NEW DOMESTIC IC DEFORMED BILLET STEEL CONFORMING TO AMU A-613 GRADE 40 EXCEPT THAT
TIES MAY BE DOMESTIC STEEL CONFORMING TO AMU A•615 GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO A-185.
4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENRIGSX2EVEMANCHOR, BOLTS,INSWTS,ETC. AS REQUlItED BY OTHER TRADES
BEFORE CONCRETE IS PI.ACED. NO STEEVES.OPENINGS PR 9111SBRTS MAY BE PLACED IN BEAMS OR SLABS UNLESS APPROVED BY THE
ARCHITECT AND SHOWN ON SHOP DRAWINGS.
5. ALL REINFORCING DETAILS TO CONFORM TO "MANUEL OF STANDARD PRACTICE FOR DETAIIINO RFMWORCED CONCRETE STRUCTURES,
ACT 315, UNLESS DETAILED OTHERWISE ON STRUCTURAL DRAWINGS.
6. PROVIDE SPACTRS,CHAI RS,BOLTS,ETC. AS REQUIRED TO ASSEMBLE,PIACE AND SUPPORT ALL RBWPORCTNG 1N PLACE
7. PROVIDE CORNER BARS FOR ALL FOOTINGS.
8. ALL FOOTING DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE BEND AND SHALL BE EMBEDDED S INCHES 1N`r04NCH FOOTINGS
AND A MINIMUM OF 6 INCHES INTO ALL THE OTHERS. DOWEL BARS LAP VERTICAL WALL RENEAICHMEN T A MIMMUM OF 25 INCHES.
9. GABLE ENDWALLS ADJACENT TO CATHEDRAL CEI U NG3 ARE RBQULRBD TO BE CONiINIJOUS FROM. FLUOR TO ROOF DIAPHRAGM.
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226
SF
SF
LIVING AREA:
1129
SF
LIVING AREA:
1456
SF
GARAGE AREA: 256 SF
GARAGE AREA: 288
SF
LANAI AREA:
ENTRY AREA_..
UNIT TOTAI.
115
64
1990
SF
SF
SF
LANAI AREA:
ENTRY AREA:
UNIT TOTAL:
111
_64
1603
SF
SF
SF
LANAI AREA:
AREA:
112
43
SF
SF_
LANAI AREA:
ENTRY AREA:
UNIT
125
75_SF,
TOTAL 1944
SF
SFI
_ENTRY
UNIT TOTAL: 1540 SF
3'-4'
5'-4'
_
I GARAGE k 25 S.H. COL ! _...................... _ o €....._....__. _............ .. _ _ ._ ._.....� ,�- 25 S.H. COL. € � ?
3068
I I I I I
HB HB
jjj I 4'_0, 7,_ ,_ r ,_
I� 3'-1• 4'-11" 1 i °'-8" . 3'-4' I I 4, I 3 4 1 4r
= i
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......
o! ZI ! I I '0i i
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t
I � z.
UNIT 1— 3 E ; o
_I
_. 9-0 X 7-0 O.H. GARAGE DOOR
a
_ I !
1 PRECAST LINTEL as
II
-- —
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1'-4I !
ll
_ 9'-0'
• E-........_ .......__._......_......_._ _......._.._ i
"
f 9-0 X 7-0 O.H. GARAGE DOOR_ E
I
MH
+ I I
91
-0" 1 4"
9 0 X 7 0 O.H. GARAGE- DO ? I
I-
__...12 -4 --- - ..... _.... ._.._.__ .....- , ? PRECAST LINTEL
17'-8' 7'-8' 5'-4r 4. 12'-0' 11'-0' 5'-4' + 3'_Q, 9,_Qr
ALL EXTERIOR WALLS BETWEEN DOOR & WINDOW JAMBS
ARE SHEAR RESISTING COMPONENTS, EXCEPT WHERE ELECTRICAL,
PLUMBING & MECHANICAL COMPONENTS ARE LOCATED
.............................._.......... _......
' Y
_...._....... ........... ............................ ..................... ._....._. 18 - 8'
. _ .........___......__..........._....__.---._------..._..._..............__..---------............__...----......-_..._.......-....... 'r
FLUOR PL.14N
TOTAL AREA UNDER ROOF:_ 7007 SF
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60
ELEVATIONS
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4" WALL
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UTILITY CO.
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5/8" X 8" GROUND LINE
(ATTACH TO FOOTER REBAR)
(BACK TO BACK SERVICE/OFFSET SIMILAR) NOTE:
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ELECTRICAL NOTES
1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE, .ALL APPLICABLE LOCAL ORDINANCES
AND IN COOPERATION WITH THE UTILITY COMPANIES.
2. COORDINATE ALL WORK WITH ALLTRADES.
3. MOUNT ALL OUTLETS AND RECEPTACLES PIA jMB AND PLUSH
WITH WALLS.
4. RECEPTACLES SHALL BE MOU1NTED 12" AFF UNLESS SHOWN
OTHERWISE.
5. INSTALL ELECTRICAL CABLE, WIRE AND CONNFA-1O ;S AS
INDICA"FED IN ACCORDANCE W'1'1'H !'I M:1NL AC'ijREPS WRi TI?tN
INSTRUCTION, THE APPLICABLE REQU1RI MFN IS OF NL,C 1NO n ! IF
NATIONAL ELECI'ItIC CON FRACTC)RS ASSOC IA I ON S; \ vI AR0 0F I
INSTAI.LATI.ON" AND !N ACCORDA NCF
PRACTICES TO ENSURE THAT PR+ODU TION SF R%"- T i:L I T ENDFL)
FUNCTIONS. I
i
6. ALL WIRE SHALL BF' STD. 410 AND il12 AND ti!iAi.:..3L-1tG'vf!:N:49i I
NM CABLE A YPE: B OR APPROVED EQI;AI.
7. COORDINATE L?LECTRIC'AL. REQI ITIRL-10PNTS 1:0R ABC W 1'E! ."k"C.
CONTRACTOR.
8. AL,L RECEPTACLES IN SLEEPINCI W-10ki5 SHALL BF ON AN AFC.I
(ARC FAUL.I' i:'l.!R(.'UI i INTERR1.1P1'ER) PRO FE.C'TF:D C!RC Ui1"I.
i). SMOKE P E-Cl ORS AND CARBON MONOXIDE. DETECTORS TO BE. HARD WIRED.
Q
Q
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I
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0-4
a
SIMPSON HETA20 TYP.
..A n A
0-0 � 18-4-0 t 7-4-0 t 17-8-0 � 7-B-0 _ _ � _ 17-4-0 1 _ 11-0-0
TRUSS PLAN
"'SHEE—T"ll
1_L_ I _L_ I
3
i
i
SECTION R320
PROTECTION AGAINST TERMITES
termite protection labeled for use as a preventative treatment of
i
new construction (see Section 202, Registered Termiticide).
Upon completetion of the application of the termite protective
treatment, a certificate of compliance shall be issued to the
building department by the licensed pest control company that
contains the following statement: "The building has recieved a
complete treatment for the prevention of subterranean termites.
Treatment is in accordance with rules and laws established by
the Florida Department of Agriculture and Consumer Services."
foundation perimeter shall be done after all excavation,
backfilling and compaction is complete.
R320.1.2 If soil treatment is used for subterranean termite
prevention, soil area disturbed after initial chemical soil
treatment shall be retreated with a chemical soil treatment,
including spaces boxed or formed.
R320.1.3 If soil treatment is used for subterranean termite
prevention, space in concrete floors boxed out or formed for
the subsequent installation of plumbing traps, drains or any
other purpose shall be created by using plastic or metal
permanently placed forms of sufficient depth to eliminate any
planned soil disturbance after initial chemical soil treatment.
R320.1.4 If soil treatment is used for subterranean termite
prevention, chemically treated soil shall be protected with a
minimum 6 mil vapor retarder to protect against rainfall
dilution. If rainfall occurs before vapor retarder placement,
retreatment is required. Any work, including placement of
reinforcing steel, done after chemical treatment until the
concrete floor is poured, shall be done in such manner as to
avoid penetrating or disturbing treated soil.
R320.1.5 If soil treatment is used for subterranean termite
prevention, concrete overpour or mortar accumulated along
the exterior foundation perimeter shall be removed prior to
exterior chemical soil treatment, to enhance vertical
penetration of the chemicals.
R320.1.6 If soil treatment is used for subterranean termite
prevention, chemical soil treatments shall also be applied
under all exterior concrete or grade within 1 foot (305 mm)
of the primary structure sidewalls. Also, a vertical chemical
barrier shall be applied promptly after construction is
completed, including initial landscaping and irrigation/sprinkler
installation. Any soil disturbed after the chemical vertical
barrier is applied shall be promptly retreated.
R320.1.7 If a registered termiticide formulated and registered
as a bait system is used for subterranean termite prevention,
Sections R320.1.1 through R320.1.6 do not apply;
however, a signed contract assuring the installation,
maintenance and monitoring of the baiting system for a
minimum of five years from the issue of the certificate of
occupancy shall be provided to the building official prior to
the pouring of the slab, and the system must be installed
prior to final building approval. If the baiting system directions
for use require a monitoring phase prior to installation of the
pesticide active ingredient, the installation of the monitoring
phase components shall be deemed to constitute installation
of the system.
R320.1.8 If a registered termiticide formulated and registered
as a wood treatment is used for subterranean termite
prevention, Sections R320.1.1 through R320.1.6 do not apply.
Application of the wood treatment termiticide shall be as
required by label directions for use, and must be completed
prior to final building approval.
R320.2 Penetration. Protective sleeves around metallic piping
penetrating concrete slab -on -grade floors shall not be of
cellulose -containing materials and, if soil treatment is used for
subterranean termite protection, shall recieve application of a
termiticide in annular space between sleeve and pipe.
R320.3 Cleaning. Cells and cavities in masonry units and air
gaps between brick, stone or masonry ri k veneers and the structure
3
shall be cleaned of all nonpreservative treated or nonnaturally
durable wood, or other cellulose -containing material prior to
concrete placement.
Exception: Inorganic material manufactured for closing
cells in foundation concrete masonry unit construction or
clean earth fill placed in concrete masonry unit voids below
slab level before termite treatment is performed.
R320.4 Concrete bearing ledge. Brick, stone or other veneer
shall be supported by a concrete bearing ledge at least equal to
the total thickness of the brick, stone or other veneer, which is
poured integrally with the concrete foundation. No supplemental
concrete foundatin pours which will create a hidden cold
joint shall be used without supplemental treatment in the
foundation unless there is an approved physical barrier. An
approved physical barrier shall also be installed from below the
wall sill plate or first block course horizontally to embed in a
mortar joint. If masonry veneer extends below grade, a termite
protective treatment must be applied to the cavity created
between the veneer and the foundation, in lieu of a physical
barrier.
Exception: Veneer supported by a shelf angle or lintel
secured to the foundation sidewall in accordance with
ACI 530/ASCE 5/TMS 402, provided at least a 6-inch
(152 mm) clear inspection space of the foundation
sidewall exterior exist between the veneer and the top
of any soil, sod, mulch or other organic landscaping
component, deck, apron, porch, walk or any other work
immediately adjacent to or adjoining the structure.
R320.5 Pressure preservatively treated and naturally
resistant wood. Heartwood of redwood and eastern red cedar
shall be considered termite resistant. Pressure preservatively
treated wood and naturally termite -resistant wood shall not
be used as a physical barrier unless a barrier can be inspected
for any termite shelter tubes around the insides and outside
edges and joints of a barrier.
R320.5.1 Field treatment. Field cut ends, notches and
drilled holes of pressure preservatively treated wood
shall be retreated in the field in accordance with
AWPA M4.
R320.6 Foam plastic protection. Extruded and expanded
polystyrene, polyisocyanurate and other foam plastics shall
not be installed on the exterior face or under interior or
exterior foundation walls or slab foundations located below
grade. The clearance between foam plastics installed above
grade and exposed earth shall be at least 6 inches (152 mm).
Exceptions:
1. Buildings where the structural members of walls,
floors, ceilings and roofs are entirely of
noncombustible materials or pressure preservatively
treated wood.
2. When in addition to the requirements of Section
R320.1 an approved method of protecting the foam
plastic and structure from subterranean termite
damage is provided.
3.On the interior side of basement walls.
R320.7 Protection against decay and termites. Condensate
lines and roof downspouts shall discharge at least I foot (305
mm) away from the structure sidewall, whether by tinder
ground piping, tail extension or splash blocks. Gutters with
downspouts are required on all buildings with eaves of less thact
6 inches (152 mm) horizontal projection except for gable end
rakes or on a roof above another roof.
R320.8 Preparation of building site and removal of debris®
R320.8.1 All building sites shall be graded to provide
drainage under all portions of the building not
occu ied by basements.
R32 .8.2 The foundation and the area encompassed.
within 1 foot (305 mm) therein shall have all vegetation,
stumps, dead roots, cardboard, trash and foreign
material removed and the fill material shall be free of
vegetation and foreign material. The fill shall be
compacted to assure adequate support of the foundation®
R320.8.3 After all work is completed, loose wood and
debris shall be completely removed from under the building
and within 1 foot (305 mm) thereof. All wood forms and
supports shall be completely removed. This includes, but is
not limited to: wooden grade stakes, forms, contraction
spacers, tub trap boxes, plumbing supports, bracing, shoring,.
forms or other cellulose -containing material placed in any
location where such materials are not clearly visible and readily
removable prior to completion of the work. Wood shall not be
stored in contact with the ground under any building.
,E►�MiTE NOTE
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COMPONENT AND CLADDING LOADING DIAGRAMS
R D.
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12
4 f
I
01
TABLE R301.2 (2)
COMPONENT AND CLADDING LOADS FOR A BUILDW AITN A MEAN
ROOF HEIGHT OF 30 FEET LOCATED IN El0'0511RE 8 (psF)
ROOF > 7 70 27 DEUM
ZONE
EFFECTIVE TIND AREA (R2)
110
1
10
17-5 -19.9
2
10
17-5 -34.7
3
10
12.5 -51.3
VIAIl
4
10
21.8 -23.5
5
10
71.8 -29.1
TABLE R301.2 (3)
HEAGHT AND DMIRE ADJUSTOT COEF WTS FOR TABLE R3012
MEAN ROOF HEIGHT EXPOSURE B
15 1.0
TABLE R3DI.2 (4)
GARAGE DOOR LOADS FOR A BUILDING 97H A MEAN
ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psH)
ROLE > 10 DECREES
WIDTH
HEIGHT
110
EFFECTIVE AREA
9
7
19.1 -21.6
WINDOW SCHEDULE
DESIGN
PRESSURE
AND TAPCON ANCHOR LOCATION
SINGLE WINDOW DESIGN
PRESSURE
TAPCON ANCHOR
LOCATIONS
MASONARY/
FRAME
OPENING
DESIGN
PRESSURE
WD. RATED
PRESSURE
QUANTITY
CODE
WIDTH
HEIGHT
POS
NEG
POS
NEG
HEAD
JAMS
WIDTHI
HEIGHT
1
2 25 SH
74
63
28.15
-30.73
55
-55
A C
F G H I
74 5/8
63
5
24 SH
37
50 5/8
29.94
-32.52
55
-55
AC
F G H I
37 5/8
50 518
1
23 SH
37
26
30.48
-33.06
55
-55
AC
F G H I
37 5/8
26
12
25 SH
37
63
29.52
-32.10
55
-55
IA,C
F G H I
37 5/8
63
2
35 SH
53 1/8
63
28.77
-31.36
55
-55
A C
F G H I
53 6/8
63
2
5H1 MULL
DOOR SCHEDULE
DESIGN PRESSURE
QUANTITYDOOR
MARK
WIDTH
HEIGHTSTYLE
EFFECTIVE WIND AREA (FT. SQ.)
MIN.
DESIGN
PRESSURE
DOOR
RATED
PRESSURE
POS
NEG
POS
NEG
4
36
80
ENTRY
79.92
28.15
-30.73
65
-65
4
36
80
REAR
79.92
29.94
-32.52
50
-50
4
108
84
GARAGE
252
29.94
-32.52
25
-32
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ALUMN. SOFFIT
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-
K— JU BLUM INSULA IIUN f .. ._ . INWRwcR i I IN wRIVLR _ ___- -- — ri"
12" CEILING BOARD W/ I
KKNN i F
OCKDOWN CEILING I € I ._a.._._./' I _.__.._ _�._ •
�
SIMPSON HETA20 v
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W
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8" X 8" KNOCK -OUT BLOCK W/ #5
CONTINUOUS REBAR
NOTE: POURED LINTELS
WILL BE 3000 CONC.
'
8" X 8" PRECAST CONC. LINTEL
..
psi
I
ABOVE WINDOW & DOOR OPENINGS I
I
w
SINGLE HUNG ALUM.
WINDOW (IYP.)
ALL CONC. BLOCK w/ DOWELS
PRECAST CONC. THIN THRU WALL SILL
TO BE FILLED SOLID w/ CONC.
i
0 WINDOW (TYP.) 3 1a
00
BELOW GRADE
I
P
tP -
MARBLE SILL
1
CEMENTITTOUS FINISH„_ 8" CONC. BLOCK WALL
(1) #5 VERT. IN 3: 1 /2 GYP. WALL BOARD ON
FFILL CELLS`-, 3 4" P.T. FURRING STRIPS W/
5 DOWEL TO MATCH -= --- AFOIL R 4.2.
w
# FASTEN RDDF SHEATHING Wf 8d NAILS 0 a" Q.C.-
VERTICAL REINFORCING
? .... F R-30 BLOWN BATT INSULATION MIN. I:DGEsh tz" D.c. FIELD " 0.0. ALONG NA!!fR�
W/25" MINIMUM LAP 4 CONC. SLAB 2500 psi w/ e /
" " I FIBERMESH OR 6x6-10 10 W.W.M. --1/2" GYP. WALL BOARD
/ TOP PLATE ......._....._..- `--
4 X4 INSPECTION PORT AT �� I REINF. AND VAPOR BARRIER
EACH FILL CELL TYPICAL
_. w..............r..........�,..� .._... _........ _ 1/2" GYP. WALL BOARD
00
44 I' 'CI I -III —I STANDARD 90,II—I BEND 11-f 11= 2z4 sTuos ®1s" O.C.
r— " �t
I_(2) #5 CONTINUOUS FOOTERI- -
_ 6 MIL VAPOR BARRIER NOTE: C ztG NA'LER BELOW alEATIiINC. �
- ENG R. TRUSS
_ _�I• .._ — _ —_ MID POINT BLOCKING oo FASTEN A(.tdv vALEdt ?(?ct I4AIi.s 4" J.C.
III-III=III--I I --III- NOT REQUIRED
i t---III--III=! I III=l I I=1 I I--III—I ! I=1 I I-1
-'- CLEAN, POISONED
AND COMPACTED SOIL,
12" REBAR CHAIR IN FOOTING
CAST-IRON AUTOMATIC --
_ 3" CLEAR. NAIL UN 8d NAILS
J,........_..... 2X4 P.T. PLAIT 3; 4" : 1 O„
0 24 O.C. (OR EQUAL) \
f 6x6 10/10 W.W.M. NOTE: TF{L ABOVE DLTAIL IS SPECIFIEI) AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS MFG. / ENGINEER
'I IAI
LINTEL RATINGS
LINTEL LENGTH
CLEAR SPAN
LINTEL plf
2'-10'
1'-6'
1700
3'-6'
2'-2'
1700
4'-0"
2'-8'
900
4'-6'
3'-2''
900
5'-4'
4'-O'
900
5'-10'
4'-6'
900
6'-6'
5'-2'
1200
7'-6'
6'-2'
800
8'-4'
7'-0'
650
9'-4'
8'-0'
450
10'-6'
9'-2'
350
11'-4'
10'-0'
450
12'-0'
10'-8'
400
12'-6'
11'-2'
350
13'-4'
12'-0'
350
14'-0'
12'-8'
350
14'-8'
13'-4'
350
17'-4'
16'-0'
470
1.9'-4'
18'-0'
500
24" MIN. LAP
4-0 MIN. 4-0 MIN.
00
5/8" 1 HOUR FIRE RATED PLYWOOD SHEATHING ` 5/8" 1 HOUR FIRE RATED PLYWOOD SHEATHING
-ft
-- #3 OR #4 REINFORCING BAR
I
#3 & #4 LAP SPLICE I
PRE-ENGINEERED TRUSSES 0 24" O.C. MAX.��`.?:
25 MIN. LAP FIREWALL TRUSS WITH VERTICAL BLOCKING ®24" O.C.
.......__.-- _ __
#5 KLIN[UKCIN6 BAK
#5 LAP SPLICE
#5 REINFORCING BAR -�
A.C.I. STD. 900 BEND
TWO (2) LAYERS OF 5/8 TYPE X DRYWALL 11P. EACH SIDE
--TRUSS FELT FROM TOP OF MASONRY WALL TO UNDERSIDE OF ROOF SHEATHING
(Mm� , 9M 7—_ M)
20 BLOCKING
10 PT
R- 30 BLOWN OR BATTS INSULATION \
1 /2" CEILING BOARD W/
KNOCKDOWN CEILING
..'A �.
. i 8" X 8" KNOCK -OUT BLOCK W/ #5
CONTINUOUS REBAR
Simpson Strong -Tie
-- ---- 1 HOUR MASONRY WALL '
1 HOUR COMMON WALL H E T A Z O
REF. R302.2.4 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5.
TOWNHOUSES SEPARATED BY A COMMON 1-HOUR FIRE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. DETAIL
SHF
4' CONIC. SLAB 3000 psi wl
6x6-10/10 W.W.M.
REINF, AND VAPOR BARRIER
r7.. ........ . .. .. ........
co
AZ
STANDARD 90' BEND
=Ej
j 11 (2) #5 CONTINUOUS FOOTER
Fr
r T"I"
-HIT ... .. T_ "I -IT_"
3/4" = 1'.-.0"
0
--- 6 MIL VAPOR BARRIER
CLEAN, POISONED
AND COMPACTED D SOIL,
REBAR CHAIR IN FOOTING
3" CLEAR,
(4) #5 EX ............. ........ . ....
.... ... . . .
3Cx30"x12* DR
.... . . ..... .. ... .
3/4" 10-0"
4 P) 11 t
15 VF R T, I N I i 4. G)"P. WALL B'DARD O
FILL CELLS 3/4" Pj "I RRING STRIPS
#5 DOWEL TO MATCH FU
VERTICAL REINFORCING
W/ 2 45' MINIMUM LAP 4N 1LAH 2,'k(
mm/lo wwm
4"'W INSPECTION PORT AT E REINF, ANCVAPOR BA
EACH FILL CELL TYPICAL
4 4 A j
--------------- ----------
1-1 1 11L
TAN11DARD 9BEND
Ed I 11 11 I 11 I 11 I I
(2) Iut-5 CONIINUOUS FOOTER=�
= I ===
I k
-N
. . . . .... ..... .. ............. .... ............ . ....... .................... ..................... ......
.... . ......... ...... . .... ............ . .. ............. .. ... ........ . . . ......
.. . .....
.. .
....... ...
T-4." THICK "'ONC, SLAS
W/ 6XF-10./10 wwm
KBAR CHAIR IN FOOIING 8 4
x
. ..........
CLEAR,
3/4" 11
................. ... . .....
.......... .....
j:
................ ......................................... I .......... ................... ........... 3/4" 1
........... 3/4" = 1'-0"
.... .. . ..... I ...... .... .. ............ ........ ..
Z_/11F 1111N,
A NJ
... ... . ...
............... ..................... ..... ... .... .
3/4" 1'-0"'
............
DETAIL 11*N
SHEET
! 1.11 1 _ _ _ _I _ I _ _ 39 7. 1 u ' 1111, a r 17W.'1w11 !11IF, .A I. '::L! I I. J!1 1 1, I
PARTIAL TABLE R702.3.5
MIN. THICKNESS AND APPLICATION OF GYPSUM BOARD
Application with -out adhesive
THK. OF GYPUM BOARD
APPLICATION
ORIENTATION OF
GYPSUM TO FRAMING
MAX. SPACING OF FRAMING
MAX. SPACING
OF FASTENERS
SIZE OF NAILS FOR
APPLICATION TO
WOOD FRAMING
INCHES
(INCHES ON CENTER)
NAILS
SCREWS
1/2"
CEILING
EITHER DIRECTION
16"
7 12
13 gage, 1 3/8" Ig., 19/64" head; 0.098" Diameter,
1 1/4" Ig. annular -ringed ; 5d cooler nail, 0.086" Diameter,
1/2"
CEILING
PERPENDICULAR
24"
7 12
1 5/8" lg., 1.5/64" head; or gysum board nail, 0.086" Daimeter,
1 5/8" Ig., 9/32" head
1/2"
WALL
EITHER DIRECTION
24"
8 12
1/2"
WALL
EITHER DIRECTION
16"
8 16
5/8"
CEILING
EITHER DIRECTION
16"
7 12
13 gage, 1 5/8" lg., 19/64" head; 0.098" Diameter,
1 3/8" lg. annular -ringed ; 6d cooler nail, 0.092" Diameter,
5/8"
CEILING
PERPENDICULAR
24"
7 12
1 7/8" lg., 15/64" head; or gysum board nail, 0.0915" Daimeter,
1 7/8" lg., 19/64" head
5/8"
WALL
EITHER DIRECTION
24"
8 12
5/81+
WALL
EITHER DIRECTION
16"
8 16
Application with adhesive
1/2" or 5/8"
CEILING
EITHER DIRECTION
16"
16 16
Same as for 1/2" and 5/8" respectively
1/2" or 5/8"
CEILING
PERPENDICULAR
24"
12 16
1/2" or 5/8"
WALL
EITHER DIRECTION
24"
16 24
PARTIAL TABLE R702.1 (3)
CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
COAT
CEMENT PLASTER TYPE
MASONRY CEMENT TYPE
LIME
VOLUME of AGGREGATE PER
M, S or N
SUM of SEPARATE VOLUMES
of CEMENTITIOUS MATERIALS
FIRST
MASONRY
1
2 1/2-4
SECOND
MASONRY
1
3-5
THIRD
MASONRY
1
1 1/2-3
PARTIAL TABLE R702.1 (1)
THICKNESS of PLASTER (STUCCO)
FINISH THICKNESS of PLASTER FROM FACE of LATH, MASONRY, CONCRETE (inches)
PLASTER BASE
CEMENT PLASTER
MASONRY WALLS
1/2119 MIN.
ROOF EDGE
DELI I ISHBET111 ...... ......