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BUILDING DiVISION
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'PLANS AND PERMIT
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50' FRONT YARD SETBACK I '
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S 69' 41' 55' E 300.72'_
L E G A L 0 E S C R I P T 1 0 N
THE NORTH 931,50 FEET OF THE WEST 1/4 OF THE NW 1/4 OF THE
SW 1/4, LESS THE WEST 40 FEET FOR ROAD RIGHTS —OF —WAY. SAID
LAND LYING IN SECTION 23, TOWNSHIP 35 SOUTH, RANGE 39 EAST,
ST. LUCIE COUNTY, FI_ORIDA AND CONTAINING Q.Q ACRES, MORE
0—i LESS.
_SITE
SCALE: 1'=50'-01
NORTH
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22.50 TYP. 4' CONCRETE SLAB W/6 MIL VAPOR BARRIER ON CLEAN,
COMPACTED SAND FILL. REINFORCE SLAB W/6' x 6' W'IA x
-TERMITE CONTROL TREATMENT UNDER
ALL SLABS AND IN FOUNDATION WALLS.
RECESS CONCRETE SLAB 1 1/2'
FOR CERAMIC TILE
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/+- ` `
' - JOINT R
WHERE SLAB ABUTS MASONRY WALLS '
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\, ` ^` ' COMPACTED SAND FILL. REINFORCE SLAB W/O' X 6' W1.4 X
'
... ...'.. PROVIDECONTROL TREATMENT UNDER
ALL SLABS AND IN FOUNDATION WALLS.
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N/��| � [ / /^_�,-�—�-_�-nEnpSSCONCRETE SLAB 11/2'
U- FOR CERAMIC TILE C3
CD
CD c\j
10' 4 T4' 10..
F2010 MATERIAL WHERE SLAB A3UTS MASONRY WALLS
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T CONCRETE SLAB W/6 MIL VAPOR BA RIER ON CLEAN,
COMPACTED SAND FILL. REINFORCE S 1.4 x
IDE TERMITE CON'TROt. TREATMENT UNDER
U-) F303 ALL SLABS AND IN FOUNDATION WALLS. -----
PROVIDE V2' EXPANSION 'JOINT W/ASPHALTIC FILLER
MATERIAL WHERE SLAB ABUTS MASONRY WALL
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1. CODES & STANDARDS
WIND LOADS AS PER STANDARD BUILDING CODE 081 EDITION
THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE STANDARD BUILDING CODE 199EDITION
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE A\C| 80/LATEDT EDITION)
MANUAL OF'8TAN[AFD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (AC| 316(LAJBST EDITION)
MANUAL OF STANDARD PRACTICE |N FOK8|NQ STEEL, INSERTS & CONNECTIONS IN REINFORCED
CONCRETE CONSTRUCTION (AWO��LATEST EDITION)
`SPECIFICATION FOR FABRICATION & ERECTION OF STRUCTURAL STEEL FOR 8U|U}|W8G A0ER|8/N
INSTITUTE CC STEEL 0ONSTRIS,-r|[N)A|8DASCY'LATE81'EDITION
Lu
SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS K| 30-/UTE8T EDITION)
NATIONAL DESIGN SPECIFICATION, VV{QO CONSTRUCTION NFPAVLATEJ[ EDITION
BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES WU( 580. §OOJKBOE 6,8
/LADEST EDITIONS)
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH *'THE wOiRK
ws, I . .
,
SECTIONS & US, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE
'TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN
l FOUNDATION
BOTTOM OF FC0T|N880 ASSUMED TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2808 P8F
TOP OF ALL EXTERIOR FD0T|N8G SHALL BE A MINIMUM 1 FOOT BELOW EXTENOR FINISH GRACE
CENTERLINE OF F0oF[|N88: SHALL COINCIDE WITH CENTERLINE Of COLUMNS UNLESS OTHERWISE NOTED ON01
DRAWINGS
U. CONCRETE
ALL CONCRETE BE S`TKENTH OF8080 P0 0 28 DAYS AND
RAVE MINI -MUM OF 07 L0l OF CEMENT PER CUBIC YARD
SLUMPS SHALL BE 2' MINIMUM AND 6' MAXIMUM
CONCRETE SHALL HAVE 4% AJR ENTRAINMENT (+/- 1%)
CONCRETEALL ORK SHALL COMPLY WITH THE REQUIREMENTS OF 'THE AO|
THE AC| DETAILING �� B EDITION), AND THE 8PB]|F|[AT|0NG FOR STRUCTURAL
�0KLATE8 CONCRETE FOR BUILDINGS �| 8T EDITION)
^ CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY 'THE LATEST A8| SPECIFICATIONS
'
WELDED WIRE FABRIC:COMPLY WITH A8TM A 186or[HERWISE SPECIFIED. PLACE FABRIC 2'
CLEAR FROM TOP OF THE SLAB IN GLA8'ON GRAN AND SUPPORT ON SLAB BOLSTERS QPAUB] AT 81-01 O8.
ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLS' STEEL CONFORMING TO /&`TM
GRADE
DE8|8NATlOWA 015, 00.
`
wWF SHALL COMPLY VVn /V;O0 A 186
LAP ALL BARS MINIMUM 40 BAR DIAMETERS UNLESS OTHERWISE NOTED ON DR(AW|N88, LAP ALL WWF A
MINIMUM OF D INCHES (UNLESS OTHERWISE NOTED)
tQ
REINFORCING BARS:
AT oursiDe FACE OF CORNERS OF CONCRETE WALLS BEAMS AND CONT. WALL FOOTINGS. PROVIDE 1 05 x
4u(f BENT BAR FOR EACH HORIZONTAL BAR 88HB0LED AT TAAT FACE
�
/
ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE AU| RECOMMENDED HOOKS UNLESS OTHERWISE NOTED.
CONSTRUCTION JOINTS IN grRUCTURAL 8U\B8 AND BEAMS SHALL BE AT MID -SPAN AND KEY JOINTED WITH
REINFORCING CONTINUOUS ACROSS JOINT, AND ADDITIONAL SHEAR FRICTION REINFORCING.
CONCRETE LINTELS:
DROP U07AND MASONRY OPENINGS AS REQUIRED TO PROVIDE A
-THE0�0
���� CLOSURE BETWEEN OF THE BEAM AND WINDOW A�� DOOR HEADER,
MAXIMUM DROP SHALL BLOCK COURSES) AND SPAN EQUAL TO WIDTH.
rmUvIM z *o M"WLO Al UUMAY1 Lr DROP INCLUDINGu o TIES ^m zr ur ur
BEAM LINTEL EXCEEDS THE ABOVE LIMIT OF DROP, A SEPARATED LINTEL SHALL BE �
PROVIDED AS FOLLOWS:
! LI: OPENING LESS THAN 0�y WIDE _ 81 x 8' W/2-15 BOTTOM BARS '
'
L2: OPENING BETWEEN 6'-V AND12'-ff Wilk -8'X1T W/246 BOTTOM BARS !
LINTELS T0 HAVE � �|N|�0N BEARING ATEACH END
�THE 'MASONRY OPENING HAS AN END ADJACENT TO ACONCRETE COLUMN PROVIDE 'TWO #6 OR 16 DOWELS,
AS THE WITH SHEAR KEY 1 1/2' UBEP BYLK{TELSS DEPTH AND
YYKJ[H FOR ITS SUBSEQUENT CONSTRUCTION.
'
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ALL STrRiUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODE,
SHALL CONFORM TUA8TM TO �
/STM 8PI.�UiFICX70N A600GRADE B. ALL STEEL PIPE SHALL CONFORM TO /0TN SPECIFICATION A60
ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT � �
ALL SHOP NNO FIELD WELDING SHALL BE PERFROMED BY '
WELDERS QUALIFIED, AS DESCRIBED .. . '
WELDING SCCIETY'S STANDARD QUALIFICATION PROCEDURE" V\WS [UJ;, TO pEHFMUM THE TYPE OF WORK
.�°~.E" ' ~~_
ALL AND STEEL MEMBERS TO BE TREATED OR PROPERLY SEPARATED TO PREVENT GALVANIC
AND -' _ - _F'_.-
ALL.8TBEf. WELDING RO[S'8HALL BE E78XX ELECTRODES
6 MASONRY � !
MASONRY UNITS SHALL BE A8TM O 145, GRACE KL KL ABOVE GRADE WITHMINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI ON NET AREA OF INDIVIDUAL UNITS,
ALL M)|N ACCORDANCE WITH ASTM SPECIFICATION U 270 WITH
^ MINIMUM COMPRESSIVE 817REN8R1 OF 1,800 98| KD 28 DAYS, (2600 WITH T/PEM) '
GROUT CqALL BE A HIGH SLUMP MIX IN ACCORDANCE WITH /sTm SPECIFICATION 8 475RAVING A MINIMUM �
UUMPMt�8IVE 8|KtNU|H OF 3,00P0 . .
ALL CONCRETE MASONRY BEARING AND SHEAR WALLS SHALL BE ooNsTRUCTED IN ACCORDANCE WITH THE
wroC IFICATION FOR THE ucomn AND CONSTRUCTION ur Lu*u BEARING uumunE|E pmounnx'.ruuuunEu BY
THE NATIWL CONCRETE MASONRY AJS()CkglON.
PROVIDEHOT DIPPED�--� '�- -''-'-'� '-''- ' ON
CENTER VERTICAL IN ALL MASONRY WALLS. PROVIDE DOVE TAIL SLOT ANCHORS AT
CONCRETE COLUMNS.
5. TIMBERALL STRUCTURAL
TIMBER TO BE COUQLAS FIR OR SYP #2 (MINIMUM STRESS GRADE LUMBER OR APPROVED � ~
^w"""`E~, '
THE MINIMUM ALLOWABLE PROPERTIES . �
Fb = 1,160 P0 Fv = 90 P0 E - t4UU,08O�PSI .
' DESIGNED UV ACCORDANCE WITH THE AMERICAN INSTITUTE OF TIMBER ODNGTRUOTUN'S 'CONSTRUCTION '
MANUAL' AND PRESSURE TREATED FOR EXTERIOR L0E
ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH 8PEC|F|O/T|DN8 AND CODES AS SPECIFIED
' BEE LOW: ` u
/MERUCAN INSTITUTE OF TIMBER CONSTRUCTION: TIMBER CONSTRUCTION MANUAL . |
NATIONAL FOREST PRODUCTS ASSOCIATION: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION
AMER|O/N PLYWOOD ASSOCIATION: PLYWOOD DESIGN SPECIFICATION
ANEFU[AN WOOD PRESERVERS ASSOCIATION STANDARDS ^ |
NATREWS ASSOCIATION: NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE
LUMBER AND ITS FASTENINGS
ALL 'TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. TOE NAILING WILL NOT
BE PEFMD7El FASTENERS TO BE AS MANUFACTURED BY G|MPSON DR APPROVED EQUIVALENT
6. WOOD TRUSSES
WOOD RCOOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY " PROFESSIONAL SPECIALTY '
/w / � ur FLORIDA.U�\��U ��LU�L�|�n6 ��U ���i�� Vx�n|m�� an� \ �
-- -- �- -''
TO BE SUBMITTED FOR APPROVAL � |
ALL WOOD TRUSS MEMBERS SHALL BE FABRICATED FROM STRESS GARDE. LUMBER RAVING THE FOLLOWING
MINIMUM ALLOWABLE 8TRE8OBt � , ��- -ju /
` .
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Fb "Wt PSI Ft = N2 P0 FoLL ~ N8 P@ Fol = N4 P@ | i < >
JALLATION OF WOOD DESIGN, FABRICATION AND INSTRUSSES AND SHEET �B�L 8HALL BE |N � .�� �( �
0Lu
/CCumN*vuE^nxn'THE FOLLOWING u/mxu*nuu: `^
DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES (ROOF) (TP| �� � � '- u�!
.
BRACING WC(%} TRUSSES . COMMENTARY AD ncuuvmcnun//wvn(BVT70 z ulu
HANDLING AND ERECTING WD[0 TRUSSES : COMMENTARY AND RECOMMENDATIONS (HET. G0
|
~-�
l WOOD'
HEADERS AT NON -BEARING CONDITIONS SHALL BE AS FOLLOWS: E 0 C;
m
OPENING SIZE HEADER ' � mu O�c !
� /]'-�� �|
UpTO4�� �821Xty _ ,�
4'-0'TDO4T (2)21xF31
8'-T TO W-O" ��'{
(�2"x�� a
+ '
PROVIDE PRESSURE TREATED LUMBER WHERE LUMBER IS IN CONTACT WITH O�F� � ��
'
OF BUILDING 0 ` )
' m o' m c�0
PLYWOOD ROOF SHEATHING 519 THICK STRUCTURAL 1 O4] |NT APA PLYWOOD WITH EXTERIOR GLUE ' (J
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BEDROOM 3 '- BEDROOM 4
GARAGE - - a I ' _' 00
LIVING AREA 4111.1 SF
t 3 2" 12' 2 5l9'
- ao 1 1 ' 2 t�9'—
4 ,� �I COVERED DECK 31" 0 SF
GARAGE 616.0 SF
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TOTAL AREA 5041.1 SF
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Etl GENERRL N0TE5n _
r
1. IT IS `THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL QUANTITIES AND DIMENSIONS PRIOR -
TO CONSTRUCT
ION. ,- — CFI
2. ALL CONSTRUCTION TO BE PERFORMED SHALL BE IN ACCORDANCE WITH ALL APPLICABLE �'
LOCAL & NATIONAL PODES.
OTICE� r r', r I 1 haihl9' r 9rir wx&rI
,•
COPYRIGHT �i , � c .. C , r ft >�`° (� G•'6. LI trIG � i''r4 t�l � r� I
.h yI•�irJt' aJ et2�' L .r nWI ��^ I -
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND
•4
LO PLRN
OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY DONALq L. BERGMAN ARCHI- I
3,4" 0. 7'4"p" 3'4'
TECT, P.A. AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF DONALD L.
BERGMAN ARCHITECT, P.A. AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND SCALE: V4'=1'-(Y ' " '' 26' 0 "
OTHER OBSERVED RIGHTS, INCLUDING COPYRIGHT' THERETO.
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COPYRIGHT N 0 T I C E 0
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND
OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY DONALD L. BERGMAN ARCHI
TECT, P.A. AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF DONALD L.
BERGMAN ARCHrrECT,'P,A, AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND
OTHER OBSERVED RIGHTS, INCLUDING COPYRIGHT THERETO,
Ili 90OF F9RMINC PLRN
SCALE: 1/4'.1'-O'
GIRDER TRUSS 7-1
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PELEVATITO'N +14'-(Y
WOOD TRUSS BEARING
_40LE06 +
|
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-1_'_-___---
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THE 11111111
TTM
rFF
ANDERSEN CLAD GLIDING WINDOWS
' ou
TO RECEIVE 4' PRICK VENEER---- ro
WEEP HOLES IN VERT. MORTAR JOINTS 01 TEEL TUBE COLUMN
s WRAP COLUMN
TAC33ERED IN 2 COURSES nEi M W/FELT PRIOR TO LAYING BRICK
SIDELIGHTS AND TRANSOM W/PERMALENE 11 FINISH
�00THE R S T E L E\/R _r[0N
8
`
1" STANDING SEAM METAL ROOFING ON 6/8' PLYWOOD
SHEATHING
BRICK SOLDIER COURSE CORBELLED 1'
PROVIDE SOLID UNITE 0 CORNERS
ANDERSEN CLAD GLIDING WINDOWS
W/TINTED GLASS
4' BRICK ROWLOCK COURSE - 'TYPICAL AT EACH WINDOW
OPENING, PROVIDE SOLID UNITS 0 ENDS OF COURSING
4' BRICK VENEER W1 ' AIR SPACE OVER 8' x 81 x 16'
CONCRETE MASONRY UNITS IN 1/2 RUNNING BOND
x 8° x MASONRY
UNITS BELOW BRICK COURSING
F200 - 2''0" x 12^ OONT, OONO FOOTING
W/346 BARS BOTTOM
4:12 SCISSOR TRUSS BOTTOM
CHORD SLOPE
12
6F ROOF SLOPE
STANDING SEAM MET OOFING ON 518' PLYWOOD_,��
PROVIDE SOLID UNITS 0 CORNER
RID
is STANDING SEAM METAL ROOFING ON bF'SLOPE 6 ROOF SLOPE 6
6/ 8' PLYWOOD SHEATHING
TR
ELEVATION +9'-01
77
11111117117 FMMFT[U BRICK SOLDIER COURSE CORBELLED
PROVIDE SOLID UNITS 0 CORNERS
ELEVATION +P-0'
WINDOW W/TINTED GLASS, ANDERSEN CLAD GLIDING WINDOWS
-TO RECEIVE 4' BRICK VENEER— 4' BRICK ROWLOCK COURSE - TYPICAL AT EACH
WINDOW OPENING. PROVIDE. SOLID UNITS 0
WEEP HOLES IN VERT. MORTAR JOINTS 7 1 - — —_ 4' BRICK VENEER W/1' AIR SPACE OVER 8' x 8' x 161
0 32' O.C. STAGGERED IN 2 COURSES ENDS OF QOURSING
CONCRETE MASDNRY UNITS IN 1/2 RUNNING BOND
ABOVE FIN161-1 GRADE
FINIqH FLOOR
ELEVATION +0'-0* - - - - - - - - UNITS BELOW BRICK COURSING
W/345 BARS BOTTOM
4:12 SCISSOR TRUSS BOTTOM
CHORD SLOPE
12
ROOF SLOPE 6
12
ROC IF ELOPE
1' STANDING SEAM METAL ROOFING ON
- ---------- STANDING SEAM METAL ROOFING
HEATHING
WOOD TRUSS BEARING
WOOD TRUSS BEARING
EDEV—ATION +9'-0' 111111 11 T191111TI I M= 7--BRICK SOLDIER COURSE CORBELLED 1'
W HEAD HEIGHT� PROVIDE SOLID UNITS 0 R
_E) ELEVATION -OP-0-
HUNG
WINDOW W/TINTED GLASS WINDOW W/TINTEC) GLASS I W/TINTED GLASS
WINDOWS W/TINTED GLASS
SURFACES
BITUMENOUS DAMPPROOFINO ON ALL
TO RECEIVE 4' BRICK VENEER
4' BRICK ROWLOCK COURSE - TYPICAL AT EACH
WEEP HOLES IN VERT, MORTAR JOINT3
0 32s 0,0.. STAGGERED IN 2 COURSES ---- ----- WINDOW OPENING. PROVIDE SOLID UNITS 0 CONCRETE MASONRY UNITS IN 1/2 RUNNING BOND
ENDS OF COURSING
FINISH FLOOR
ABOVE FINISH GRADE
UNITS BELOW BRICK COURSING
ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND
TECT, P.A. AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF DONALD L.
RETAIN ALL COMMON LAW, STATUTORY AND
A. AND,SHALL
INCLUDING COPYRIGHT THERIETO.
'
"u.us°,^".-
0
)ING SEAM METAL ROOFING ON 5/8' PLYWOOD
11 STANDIN,
SHEATHING
— — - - —BRICK SOLDIER COURSE CORBELLED 1"
PROVIDE SOLID UNITS (0 CORNERS
,��COR CORBELLED 1'--
6
0 CORNS
S
BRICK SOLDIER COURSE CORBELLED l'
PROVIDE SOLID UNITS 0 CORNE S ANDERSEN NARROWLINE DOUBLE -FILING WINDOWS
--- --- I W/TINTED GLASS
41 ---4' BRICK ROWLOCK COURSE - TYPICAL AT EACH WINDOW
OPENING. PROVIDE SOLID UNITS 0 ENDS OF COURSING
— 4' BRICK VENEER AROUND TS 4 X 4 x 3/16 __4' BRICK VENEER W/V AIR SPACE OVER 8' x 8' x 16'
— STEEL TUBE COLUMN. WRAP COLUMN < CONCRETE MASONRY UNITS IN V2 RUNNING BOND
Ll WIFEL'I' PRIOR TO LAYING BRICK
4' BRICK VENEER W/1' AIR SPACE OVER 8' X 8v X 16' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
CONCRETE MASONRY UNITS IN 1/2 RUNNING BOND 1 COURSE 4' x 8' x 10" CONC MASONRY
—UNITS BELOW BRICK 0OURSING
1 COURSE 4' X 8' X 16' CONO MOSONRY------.-----, L _L _T L - - - - - - - - - - - - - ]
UNITS BELOW BRICK COURSING i - - - - - - - - - - - - - - - - - - - - - - - I n - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - F2010 - 21-04 x 12' CONT. CONO FOOTING
f I L L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W/345 BARS BOTTOM
F2010 - 2'-0' X 121 CONT, OONQ__FOOTIN(3----------------> - - - - - - - - - I - — - - - - - - - - - - - - - - - - - - - - - - -
W/346 BARS BOTTOM - - - - - - - - - - - - - - - F3030 - 3'-0' x 3'-0' x 12' CONCRETE PAD
FOOTING W/645 BARS EACH WAY N 0 R T 1-1 W E S T E L E V R T 1 0
—PRE-ENGIINEERED WOOD SCISSOR TRUSSES 0 24' 0,0. TYP,
BOTTOM CHORD AS REQ'D TO PROVIDE 4:12 INTERIOR SLOPE
? 24 GA. GALVALUME STANDING SEAM METAL ROOFING W/FLUROPON FINISH,
ON 30if ROOFING FELT TIN TAGGED TO 19/32' EXPOSURE I C-D SHEATHING 12
GRADE PLYWOOD WITH LONG DIMENSION OERPENDICULAR 'TO FRAMING ROOF SLOPE
MEMBERS AND END JOINTS STAGGERED.
PROVIDE ROOFING MANUFACTURER'S STAN[_ARD TRIM & ACCESSORIES 12
USE 10d RING SHANKED NAILS 0 4' O.C. AT ALL EDGES AND INTERMEDIATE ROOF SLOP 6
SUPPORTS FOR ALL FASTENING 5' OR LE;38 FROM ROOF EDGE; USE 10d
COMMON 6R HOT DIPPED GALV. BOX NAILS 0 8- O.C. AT ALL EDGES AND
INTERMEDIATE SUPPORTS ELSEWHERE,
SIMPSON HETAITSS 20 TRUSS SEAT, TYP, EACH
pi.
TRUSS BEARING. SEE ROOF FRAMING PLAN FOR
ING SEAM METAL ROOF . ING W/FLUROPON FINISH, STRUCTURAL CONNECTORS & LOCATIONS FIBERGLASS BATT" INSULATION, R_-19 MIN,
1 GA. GALVALUME STAND 12
30# ROOFING FELT TIN TAGGED TO 19/32, EXPOSURE I C-D SHEATHING r-,\ TOP .OF GONG BEAM..�',
ON -I -E-7
"TO FRAMING ROOF 6 LIC�
GRADE PLYWOOD WITH LONG DIMENSION PERPENDICULAR a ELEVATION +11'-0' ND PAINTED,
MEMBERS AND END JOINTS STAGGERED. 1/2' c,)IYPSUM DRYWALL TAPED, FINIEHED A
PROVIDE ROOFING MANUFACTURER'S STANDARD TRIM & ACCESSORIES— ON TRUSS BOTTOM CH6RD. PROVIDE f & G WOOD PLAN . K
MTL FASCIA W/HOLD-DOWN CLIPS Qu CEILING WHERE DIRECTED BY OWNEP 0
USE 10d RING SHANKED NAILS 0 4- O.C. AT ALL EDGES AND INTERMEDIATEFASCIA FINISH TO MATCH ROOFING 81 x �16- CONCRETE BEAM W/245 M�S TC') & BOTTOM
SUPPORTS FOR ALL FASTENING 5' OR LESS FROM ROOF EDGE; USE 10d 3 A_ 00fff.�r_,,V43 TIES 0 24' O.C,
COMMON 6R HOT DIPPED GALV, BOX NAILS a 8' O.C. AT ALL EDGES AND P.T. 2' x 4' LEDGER
INTERMEDIATE SUPPORTS ELSEWHERE. 0
SS 18 TRUSS SEAT, TYP. EACH FIBERGLASS BATT INSULATION, R--lg MIN. WIV'Z, x 4' EXP. BOLTS 10 3'
SIMPSON ET)VT AS EQ'D BY
vi
PRE-ENIQII�,�EERED WOOD TRUSSES 0 24' O.C. TYP. SECURE TO M�SONPY
C.
TRUSS BEARING. SEE ROOF FRAMING PLAN FOR 1 7 F LASH I NGICOU NTERF LASH ING
-)I nnmc ROO--ING �ANUFACTURER_,
STRUCTURAL CONNECTORS - TORS & LOCATIONS L -ILLED BLOCK 0 - SLOPE ROOF 8' >
P.T. 12 x EDGER BOLTED TO F
2' x 4' SUB -FASCIA COU E %A I'V2'0 x 6' EXP, E30LTS 0 24' 0.0.---�_ n -
TO OF cONC BEAM
SIMPSON 1-11.126 FACE MOUNT RANGER
P
0 V2' GYPSUM DRYWALL TAPED, FINIEHED AND PAINTED, 0
�0 SLAW +9'-(f Q
ON TRUSS BOTTOM CH6RD VENTED ALUM SOFFIT W/MAT0IIING TRIM
H --�
MTL'FASCIA W/HOLD-DOWN CLIPS QLj —8, x 16' CONCRETE BEAM W/245 MLS TOP & BOTTOM 3' 0 TYP EAC2' x 6' RAFTER —
FASCIA FINISH TO MATCH ROOFING o Cow. w/#3 TIES 0 24' 0.0�
,7,7
Al 2' x 6' RAFTERS 0 24 0
P.T. 2' x 41 LEDGER -SECURE TO MAISONRY FINISH UNDERSIDE CC CO E ED PATIO
C.
W/1/2'0 x 4' EXP. BOLTS 0 32 0.0, / � !1: - — (SE 00�.BELL is ROVIDE SOLID ' Z: I
4' BRICK SOLDIER COURSE AS DIRECTED BY OWNER
-4' BRICK SOLDIER COURSE CO LLEID 1'. PROVIDE SOLID 2'
CURSING. UNITS 0 ENDS AND CORNERS F 0 RSiN .
UNITS ®ENDS AND CORNERS IV TU
2' x 4' SUB -FASCIA --__
VENTED ALUM SOFFIT W/MATCHING TRIM-J
31 0 1
.4' FACE BRICK VENEER IN 1/2 RUNNING BOND W/
l' AIR iSPACE TYP. OVER 8' x 80 x 16' CONCRETE
MASONRY UNITS
00
zo
HOT DIPPED GALV MASONRY TIES 0 16' 0.0 VERT.—
!I :
BITUMENOLIS DAMPPROOFING ON ALL SURFACES
TO RECEIVE 4' BRICK VENEER
ONE COURSE OF 4' x a, x 16' CONCRETE BLOCK
0
FINISH FLOOR
ELEVATION +0'-0'
WEEP HOLES IN VERT. MORTAR JOINTS
a 32, O.C. STAGGERED. FILL AIR SPACE__- -"
W/MORTAR UP TO WEEP hOLES—_
26 GA GALV FLASHING
ONE COURSE OF 4' x 8' x 16 CONCRETE BLOCK--
_&
TOP OF CONCRETE FOOTING w TOP
4-8'
COPYRIGHT NOTICEO
ALL REPORTS, PLANS, SPECIFICATIONS, compuTER FILES, FIELD DATA, NOTESiAND
OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY DONALD L. BERGMAN ARCHI-
TEar, P.A. )tS!�`CTRQMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF DONALD L.
BEPGMANAR(_- --l-T, P,A. AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND
l'OTI IER OBSERVED INCLUDI G COPYRIGHTTHERE'ro.
4' FACE BRICK VENEER IN 1/2 RUNNING BOND W/
1' AIR SPACE TYP. OVER 8' x 8' x 16' CONCRETE
MASONRY UNITS
1/2' GYPSUM DRYWALL, TAPE
FINIEHED
AND PAINTED,
16
ON P.T. FURRING STRIPS 0 16
O.C.
4' 3000 PSI CONC SLAB Wit 6
�_INF.
MIL V*OR
BARRIER
HOT DIPPED GALV MASONRY TIES 0 16' 0.0 VERT.—
ON CLEAN COMPACTED (95%
RY D--NSrrY)
' Wl
SAND
4 WIA W.W.M.
BITUMENOUS DAMPPROOFING ON ALL SURFACES
FILL. REINFORCE SLAB W/6' x
TERMITE CONTROL TREATMENT
UNDER
x
ALL SLABS
TO RECEIVE 4' BRICK VENEER
AND FOOTINGS
ONE COURSE OF 4' x 8' x 16' CONCRETE BLOCK
FINISH FLOOR
Y ELEVATION +0'
-"0
WEEP HOLES IN VERT, MORTAR JOINTS
0 32' O.G. STAGGERED. FILL AIR SPACE
Ry
TO WEEP HOLES--`-"`
WW/MORTAR'UP
EXPANSION JOINT W/ASPHALTIC
26 GA GALV FLASHING
\FI/2'
FILLER MATERIAL
ONE COURSE OF 4" x 8' x 16' CONCRETE BLOCK
TOP OF CONCRETE FOOTING
ELEVATION 4-8-
F2010 CONG FOOTING - 2'-0' x T-0' CONCRETE
FOOTING Wi EARS CONT,
413 00
C)
2' 0
�j �EC T I O_N�r`\
SCALE. W4'-V-W A6
I.
/ 6 MIL VAPOR BARRIER
3% DRY DENSI'W, SAND
I' x 6' \A -IA WWM.
IENT UNDER ALL SLABS
I
1/2' EXPANSION JOINT W/ASPHALTIC
FILLER MATERIAL
F2010 CONO FOOTING - 2'-V x T-0' CONCRETE
FOOTING W/345 BARS CONT,
SCALE:
Oonald L. Bergman HATE: 11130/95
A, R C H I T E C T
1210 SOUT11 120% STMET rt. PIEUCS, FLORIVA
(407) 466-0075 34050
AA0002287
Job No. 95-0305
A RESIDENCE FOR
Robeft &juy Fox
hppRQVEDBY DRAWN BY
Lonesome Nie Trail
St. Lucie County, Flo6da
DRAW-IN-0 NUMBER
Sheet A6 of G
AIR HANDLER NOTE
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIRMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A C CONTRACTOR.
MULTIPLE PLY TRUSSES MUST
BE FASTENED TOGETHER PER
ENGINEERING BEFORE THEY
ARE SET,
SPACING NOTE
ALL TRUSSES ARE TO
BE SET AT 2'-0"
DON'T LIFT SINGLE TRUSSES
ON CENTER EXCEPT
WITH SPANS LONGER THAN
AS NOTED
30' BY THE PEAK,
CONSULT HIB-91
30' Span or less
30' to 60' Span
Spreader Bar
60 degrees
or less
1/2 —�
Tog Line
Lint� ,pprox
1/2 0l Span
span opprox
REFER TO HBI-91
REFER TO HBI-91
Truss must be set this way it crone used.
Truss is on example, your truss may not match.
Truss must be sot this way if crone used.
Truss is on example, your truss may not match.
Insist crone opmotor sets truss this way.
Insist crone operator sets truss this way.
WARNING
TJI joists, Mirco=Lam & GLULAM
headers may be shipped longer
than specified length.
It is the builders responsiblity
to measure and cut if necessary.
Instoll er manufacturers instructions.
HIP VALLEY NOTE
Hip valley members are
built 2" shorter span
1" shorter setback
than shown here.
U Represents a HANGER
Category Nature of occupancy
i All buildings and structures except those listed below
Buildings and structures where the primary occupancy is
one in which more than 300 people congregate in one orea.
Buildings and structures designed as essential facilities,
including, but not limited to :
1: Hospitals and other medical facilities having surgery or
emergency treatment areas.
2: Fire or rescue and police stations.
3: Structures and equipment in government.
4: Communication centers and other facilities required for
emergency response.
5: Power stations and other utilities required in an emergency.
6: Structures having critical notional defense capabilities.
7: Designated shelters for hurricanes,
Buildings and structures that represent a low hazard to
IV human life in the event of failure, such as agricultural
buildings, certain temporary facilities, and minor
story a facilities.
CHAMBERS TRUSS INC
3105 OLEANDER
FORT PIERCE
FLORIDA, 34982
1- 800- 551- 5932
Drawing Name: H:\LAYOUT\Q24104R
Chambers Truss Inc
Scale: 3/16"=1'
DRAWN BY: SAE
Reviewed By: -----
date: 12/30/95
DESIGN CRITERIA
Asphalt or Cedar Shake Roof
Top Chord Live Load
30
Top Chord Dead Load
7
Bottom Chord Live Load
0
Bottom Chord Dead Load
10
TOTAL Load
47
Duration Factor
1.33
Wind Speed
110 MPH
FOR
ROBERT & JUDY FOX
DESCRIPTION
THE FOX RESIDENCE
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