HomeMy WebLinkAbout1508 Summerlin Ave 18-2657- ADDITIONf, 3
9
JUN 1 Z 20 r
Y. -
'.1
i• ..R 1 r 1'... "M �.
i. .,�. ' l
T
9
N . IS
! I
how,
u r•
u,
NOTICE TO BUILIDER OR OWNER
IT 15 THE INTENT OF TNI$ DE6IGNER THAT
THESE PLAN5 ARE ACCURATE AND ARE
Y`
CLEAR ENOUGH FOR THE LICEN6ED PROFE6$-
o
IONAL TO CONSTRUCT TH16 PROJECT,
IN THE EVENT THAT SOMETHING 15 UNCLEAR
v
LL
OR NEED$ CLARIFICATION -STOP -AND CALL
4'
THE DESIGNER LISTED IN THIS TITLE PAGE, IT
16 THE RE5PON5IBILITY OF THE LICEN5ED
LL
r
PROFE65IONAL OR OWNER THAT IS CONSTRUCTING TH15
on
PROJECT TO FULLY REVIEW THE6E DOCUMENTS,
VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMEN51ON5)
5EFORE CONSTRUCTION BEGINS AND ANY AND
ALL CORRECTIONS, IF NEEDED, TO BE MADE
BEFORE ANY WORK IS DONE AND TRU66F$ ARE CONSTRUCTED,
'.1
i• ..R 1 r 1'... "M �.
i. .,�. ' l
T
9
N . IS
! I
how,
u r•
u,
a
RECORD COPY
FIEVIEWED FOR CODE COMPLIANCE
-PIANS EXAMINER
DATE
IALL+:
:r p •r ,'n r r{OGEE`' VV. (�I TI -IE WrIRK PMD
TO V!OU\TE, CANCEL, ALTER C;; SFT
A IJE A`,°Y'JF THF_ PROVISIONS OF THE TECHNICAL
COPES, NUR ,�-IALL ISSUANCE. OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS 111 PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
er 57
�`•.,`,`!-h l ; I h `'\\ ` it
NOTE: THI5 STRUCTURE HAS BEEN DF51GNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF
THE 2011 FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION SECTION 8301 DESIGN CRITERIA AND
INCLUDING ASCE 1-10,
Ir WIND SPEED : 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH WASP).
2, R16K CATEGORY 2
CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (`1)
3, WIND EXPOSURE = CATEGORY C
4, INTERNAL PRE66URE COEFFICIENT FOR ENCLOSED BUILDINGS IS ,IS AND HEIGHT 4 EXP06URE
ADJUSTMENT COEFFICIENT 15 1,40
DRAWING INDEX (aSHE^T6)
SHEET NO, DRAWING DE6CRIPTION
Y`
COVER (1) 5TRUCTURAL (4)
o
COVER 6HEET 5 FOUNDADON PLAN
ROOF FRAMMING FILAN
v
LL
61TE PLAN (1) DETAILS
4'
2 SITE PLAN S LINTEL PLAN
GENERAL PLANS (2)
LL
r
3 FLOOR 4 ELECTRICAL PLAN
on
4 ELEVATIONS
a
RECORD COPY
FIEVIEWED FOR CODE COMPLIANCE
-PIANS EXAMINER
DATE
IALL+:
:r p •r ,'n r r{OGEE`' VV. (�I TI -IE WrIRK PMD
TO V!OU\TE, CANCEL, ALTER C;; SFT
A IJE A`,°Y'JF THF_ PROVISIONS OF THE TECHNICAL
COPES, NUR ,�-IALL ISSUANCE. OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS 111 PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
er 57
�`•.,`,`!-h l ; I h `'\\ ` it
NOTE: THI5 STRUCTURE HAS BEEN DF51GNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF
THE 2011 FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION SECTION 8301 DESIGN CRITERIA AND
INCLUDING ASCE 1-10,
Ir WIND SPEED : 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH WASP).
2, R16K CATEGORY 2
CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (`1)
3, WIND EXPOSURE = CATEGORY C
4, INTERNAL PRE66URE COEFFICIENT FOR ENCLOSED BUILDINGS IS ,IS AND HEIGHT 4 EXP06URE
ADJUSTMENT COEFFICIENT 15 1,40
MICHAEL BAKER, SR.
FL, LIC, M AR0011182
519 EAST 15T, STREET,
UNIT " 101
SANFORD, FL 32111
(401)218-5662.
Y`
o
v
LL
4'
R._
00
LL
r
F,:
7L7A(1;
on
MICHAEL BAKER, SR.
FL, LIC, M AR0011182
519 EAST 15T, STREET,
UNIT " 101
SANFORD, FL 32111
(401)218-5662.
E
LEGAL. CV IFITION:
N 48,75 FT OF LOT 16 + 5 26,25 FT Or LOT 11 BLK E BUENA V16TA E5TATE5 ACCORDING TO T'r: P li 1rcRcOF,
A5 RECORDED IN FLAT BOOK 3 PG 2 OF THE PUBLIC RECORDS Or SEMINOLE COUNTY, F OR— D t
15,00'5, 00°06'05" E,
0
0
z
. 0
m m+
61TP- PLAN
15100' E, 00100'0011 N,
SCALE:
NOTE: THIS 5TRUCTURE HA5 E3EEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF
THE 2011 FLORIDA l3UILDING CODE RESIDENTIAL 6TH EDITION SECTION R301 DESIGN CRITERIA AND
INCLUDING ASCE 1-10,
I, WIND SPEED -- 139MPH ULTIMATE WIND SPEED (YULT) AND 106 MPH (YASD),
2, RISK CATEGORY 2
CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (Y)
3, WIND EXPOSURE -- CATEGORY C
4, INTERNAL PRESSURE COEFFICIENT FOR ENCL05ED i3UILDING6 IS ,IB AND HEIGHT 4 EXPOSURE
ADJUSTMENT COEFFICIENT IS 1.40
NOTICE TO BUILDER OR OWNER
IT 15 THE INTENT OF THIS DESIGNER THAT
THESE PLANS ARE ACCURATE AND ARE
0
w
CLEAR ENOUGH FOR THE LICENSED PROFESS-
IONAL TO CONSTRUCT TH15 PROJECT,
IN THE EVENT THAT 60METHING 15 UNCLEAR
OR NEEDS CLARIFICATION—STOP—AND CALL
{,
THE DESIGNER L16TED IN TH15 TITLE PAGE, IT
00
15 THE RESPONSIBILITY OF THE LICENSED
PROFESSIONAL OR OWNER THAT 15 CONSTRUCTING THIS
PROJECT TO FULLY REVIEW THESE DOCUMENTS,
VERIFY ALL EX15TING CONDITIONS (PITCHES 4 DIMENSIONS)
.ly
BEFORE CONSTRUCTION BEGINS AND ANY AND
ALL CORRECTIONS, IF NEEDED, TO BE MADE
BEFORE ANY WORK 15 DONE AND TRU55E5 ARE CONSTRUCTED,
E
LEGAL. CV IFITION:
N 48,75 FT OF LOT 16 + 5 26,25 FT Or LOT 11 BLK E BUENA V16TA E5TATE5 ACCORDING TO T'r: P li 1rcRcOF,
A5 RECORDED IN FLAT BOOK 3 PG 2 OF THE PUBLIC RECORDS Or SEMINOLE COUNTY, F OR— D t
15,00'5, 00°06'05" E,
0
0
z
. 0
m m+
61TP- PLAN
15100' E, 00100'0011 N,
SCALE:
NOTE: THIS 5TRUCTURE HA5 E3EEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF
THE 2011 FLORIDA l3UILDING CODE RESIDENTIAL 6TH EDITION SECTION R301 DESIGN CRITERIA AND
INCLUDING ASCE 1-10,
I, WIND SPEED -- 139MPH ULTIMATE WIND SPEED (YULT) AND 106 MPH (YASD),
2, RISK CATEGORY 2
CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (Y)
3, WIND EXPOSURE -- CATEGORY C
4, INTERNAL PRESSURE COEFFICIENT FOR ENCL05ED i3UILDING6 IS ,IB AND HEIGHT 4 EXPOSURE
ADJUSTMENT COEFFICIENT IS 1.40
SHEET
2
MICHAEL BAKER, SR.
FL, LIG, " AR0011152
519 EAST 1ST. STREET,
UNIT « 101
SANFORD, FL 32111
(401)218-5662
0
w
z
LL
{,
LL
00
U.
.ly
SHEET
2
MICHAEL BAKER, SR.
FL, LIG, " AR0011152
519 EAST 1ST. STREET,
UNIT « 101
SANFORD, FL 32111
(401)218-5662
(4) 2-1/4" x 1/4" TAPCON5
ONE EACH CORNER l4 TGI M"I
TYPICAL ANCHOR:
1-1/2"x 1-1/2"x 3/4" 36 K61
CLIP ANGLE6, ONE AT
EACH 61DE (4 TOTAL)
TO WITHSTAND 120 mph
WIND PRE66URE FROM
ANY DIRECTION.
GONDr=N6ER MOUNTING lDEi.
SCALE: N,T,6,
WINDOW 4 DOOR AREA (6Q,FT,)
ELEGTfRIGy4L NOTIE6 :
LE65 THAN 20 SQ,FT,
-39,6 PSI,
I, ALL WORK SHALL COMPLY WITH THE LATEST EDITION ON THE "NATIONAL ELECTRICAL CODE" (NEC)
-31,0 P6F
GREATER THAN 50 AND UP TO 100 60T,
4 THE "FLORIDA BUILDING CODE" (FBC),
GREATER THAN 50 AND UP TO 100 SQ,FT,
-30,8 P5F
2, ALL CABLE SHALL BE COPPER UNLE66 OTHERWISE NOTED AND APPROVED,
DUPLEX OUTLET
0
3, INDOORS CONDUIT SHALL BE ROMEX CABLE OR EQUAL,
TRIPLE OUTLET
4, OUTDOORS UNDERGROUND CONDUITS SHALL BE 6CHEDULE-40 PVC UNDER PAVED AREAS,
TRIPLE SPLIT WIRE OUTLET
®
5, CONTRACTOR SHALL FURNISHED ALL LABOR, MATERIALS AND EQUIP, FOR A COMPLETE ELEC. IN5T,
A
TELEPHONE JACK
IN ACCORDANCE WITH THE ELECTRICAL DRAWINGS AND APPLICABLE CODES AND REGULATIONS,
BELL SYMBOL
OL. ,CIO,
6, ELEC, CONTRACTOR TO COORDINATE ALL OUTLET LOCATIONS WITH BLDG, AND ARCH, FIXTURES,
TELEV16ION
1, ELCT, CONTRACTOR TO PROVIDE EMPTY CONDUITS A$ READ, FOR TELEPHONE LINES 4 T,V, ANTENA,
EXHAUST FAN
-n-
8, ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR,
F__P
D16CONNECT
9, ALL LIGHT FIXTURES AND FANS TO BE SELECTED BY OWNER, UNLESS OTHERWISE NOTED,
FLOOR OUTLET
10, ADEQUATE SERVICE MUST BE PROVIDED FOR NEW ADDITION.
CHANDELIER
II, ELECTRICAL CONTRACTOR TO NOTIFY CITY IF PANEL NEEDS UPGRADE,
TRACK LIGHTING
(4) 2-1/4" x 1/4" TAPCON5
ONE EACH CORNER l4 TGI M"I
TYPICAL ANCHOR:
1-1/2"x 1-1/2"x 3/4" 36 K61
CLIP ANGLE6, ONE AT
EACH 61DE (4 TOTAL)
TO WITHSTAND 120 mph
WIND PRE66URE FROM
ANY DIRECTION.
GONDr=N6ER MOUNTING lDEi.
SCALE: N,T,6,
WINDOW 4 DOOR AREA (6Q,FT,)
EX16TING NOME HAZARD
LE65 THAN 20 SQ,FT,
-39,6 PSI,
DETECTION UPGRADES
-31,0 P6F
GREATER THAN 50 AND UP TO 100 60T,
I, PROVIDE SMOKE DETECTORS IN ALL SLEEPING
GREATER THAN 50 AND UP TO 100 SQ,FT,
-30,8 P5F
ROOMS AND WITHIN THE IMMEDIATE VICINITY OF
DUPLEX OUTLET
0
SLEEPING ROOMS 4 CARBON MONOXIDE
TRIPLE OUTLET
DETECTORS WITHIN 10' OF ALL BLEEPING
TRIPLE SPLIT WIRE OUTLET
®
ROOMS IF NOT EXISTING,
A
TELEPHONE JACK
2, ALL SMOKE DETECTORS ARE TO HAVE
BELL SYMBOL
OL. ,CIO,
BATTERY BACK UP AND BE HARDWIRE AND
TELEV16ION
INTERCONNECTED 60 THAT IN THE EVENT
EXHAUST FAN
-n-
ONE 16 ACTIVATED, ALL ARE ACTIVATED (IF
F__P
D16CONNECT
NOT EXISTING) UNLE66 SOLD
FLOOR OUTLET
INTERCONNECTED AND HARDWIRING WOULD
CHANDELIER
REQUIRE REMOVAL OF INTERIOR WALL OR
TRACK LIGHTING
CEILING FINISHES WHICH EXP05E THE
THEATICAL STRIP
STRUCTURE,
CEILING FAN
3, ALL SMOKE DETECTORS ARE TO BE
LOCATED NO LESS THAN 36" FROM
CEILING BLADES.
(4) 2-1/4" x 1/4" TAPCON5
ONE EACH CORNER l4 TGI M"I
TYPICAL ANCHOR:
1-1/2"x 1-1/2"x 3/4" 36 K61
CLIP ANGLE6, ONE AT
EACH 61DE (4 TOTAL)
TO WITHSTAND 120 mph
WIND PRE66URE FROM
ANY DIRECTION.
GONDr=N6ER MOUNTING lDEi.
SCALE: N,T,6,
MINI -SPLIT
COMP,
v
EXIB ING
CONNECT NEW CMU WALL TO EXISTING W/ N 5 EX15
REBAR AT 24 O,C, INTO 3/4"X6" PRE -DRILLED
HOLES IN EXISTING CMU WALL, CONNECT WITH
TWO PART EPDXY AS PER MANUFACTURERS
SPECS, (TYP,)
WP
GFI
EXISTING
6A7N
EX16TIN6
5rt), RM, #3
Qa.D, t C.O.
wI ��� 8'-0" CLG,
in
25
NEW LIVIN6 AR >A
8'-0° CLG,
1
BATH
WINDOW 4 DOOR DESIGN PRE66URE
WINDOW 4 DOOR AREA (6Q,FT,)
NOTICE TO BUILDER OR OWNER
LE65 THAN 20 SQ,FT,
-39,6 PSI,
IT 16 THE INTENT OF THI6 DESIGNER THAT
-31,0 P6F
GREATER THAN 50 AND UP TO 100 60T,
THE5E PLANS ARE ACCURATE AND ARE
GREATER THAN 50 AND UP TO 100 SQ,FT,
-30,8 P5F
CLEAR ENOUGH FOR THE LICENSED PROFE65-
DUPLEX OUTLET
0
IONAL TO CONSTRUCT THIS PROJECT,
TRIPLE OUTLET
IN THE EVENT THAT SOMETHING 16 UNCLEAR
TRIPLE SPLIT WIRE OUTLET
®
OR NEEDS CLARIFICATION..5TOP.,AND CALL
A
TELEPHONE JACK
THE DESIGNER L16TED IN THI5 TITLE PAGE, IT
BELL SYMBOL
OL. ,CIO,
16 THE RESPONSIBILITY OF THE LICENSED
TELEV16ION
PROPE66IONAL OR OWNER THAT 15 CONSTRUCTING THI5
EXHAUST FAN
-n-
PROJECT TO FULLY REVIEW THESE DOCUMENTS,
F__P
D16CONNECT
VERIFY ALL EX16TING CONDITIONS (PITCHES 4 DIMENSIONS)
FLOOR OUTLET
BEFORE CONSTRUCTION BEGINS AND ANY AND
CHANDELIER
ALL CORRECTIONS, IF NEEDED, TO BE MADE
TRACK LIGHTING
BEFORE ANY WORK 15 DONE AND TRU56E6 ARE CONSTRUCTED,
THEATICAL STRIP
MINI -SPLIT
COMP,
v
EXIB ING
CONNECT NEW CMU WALL TO EXISTING W/ N 5 EX15
REBAR AT 24 O,C, INTO 3/4"X6" PRE -DRILLED
HOLES IN EXISTING CMU WALL, CONNECT WITH
TWO PART EPDXY AS PER MANUFACTURERS
SPECS, (TYP,)
WP
GFI
EXISTING
6A7N
EX16TIN6
5rt), RM, #3
Qa.D, t C.O.
wI ��� 8'-0" CLG,
in
25
NEW LIVIN6 AR >A
8'-0° CLG,
1
BATH
WINDOW 4 DOOR DESIGN PRE66URE
WINDOW 4 DOOR AREA (6Q,FT,)
DE61GN PRE66URE
LE65 THAN 20 SQ,FT,
-39,6 PSI,
GREATER THAN 20 AND UP TO 50 60T,
-31,0 P6F
GREATER THAN 50 AND UP TO 100 60T,
-33,4 P6F
GREATER THAN 50 AND UP TO 100 SQ,FT,
-30,8 P5F
ALL WINDOWS TO MEET U -FACTOR (0,4) AND 6HGC (0,25)
BOTTOM OF ALL 2ND FLOOR WINDOWS TO BE 24" ABOVE FIN16H FLOOR
36'-8" fi
314" 16'-8"
3/0x6/8 3�-
- _ LGT,
AN
USN6
DINING RM,
EX15TING
8'-0" CLG,
JI
LGT, /
NEW MINI_$PL IT UNIT
WALL MOUNTED
EXIST
WINDOW
ii =F-3
0 -mo ra
KITCHEN
EXISTING - ji EXISTING
BATH
II
_"x)q9. t c.o,
X15`�INC�
BED, RM, ii
3.01 0 G.
EXISTING WINDOW EXISTING WINDOWS EXISTING DR, EXI6Tlt 5
0
FLOOR 8 r=LECTRICAL FL -AN
3'-0'
C) CONNECT NEW CMU WALL TO EXISTING W/ # 5
C) REBAR AT 24" O,C, INTO 3/4"X6" PRE -DRILLED
HOL E6 IN EXISTING CMU WALL, CONNECT WITH
TWO PART EPDXY AS PER MANUFACTURERS
SPECS, (TYP,)
I DH.
EXIFING Q
ral
EX15TING
DEN
3'-0" CLG,
Wl
16 WINDOW
ELECTRICAL 5YMBOOS
EXISTING LIVING
NOTE:
NEW LIVING
RECESS LIGHT
ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT.,
FLOOD LIGHT
61NGLE-PHA6E, 15 -AND 20- AMPERE OUTLETS INSTALLED
3
THREE WAY SWITCH
IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED
DUPLEX OUTLET
0
BY AN ARC -FAULT CIRCUIT INTERRUPTER L16TFD TO
TRIPLE OUTLET
PROVIDE PROTECTION OF THE ENTIRE BRANCH
TRIPLE SPLIT WIRE OUTLET
®
CIRCUIT,
A
TELEPHONE JACK
ALL DETECTORS SHALL BE SMOKE 4 CARBON
BELL SYMBOL
OL. ,CIO,
MONOXIDE COMBO,
TELEV16ION
ALL NON-GFI OUTLETS TO BE ON ARC FAULT
EXHAUST FAN
-n-
INTERUPTERS AND TAMPER PROOF,
F__P
D16CONNECT
GFI OUTLETS OUTDOORS, GARAGE, KITCHEN AND
FLOOR OUTLET
BATHS,
CHANDELIER
ALL ELECTRICAL TO BE IN ACCORDANCE WITH NEC,
TRACK LIGHTING
ELECTRICAL 5YMBOOS
EXISTING LIVING
LIGHT
NEW LIVING
RECESS LIGHT
C�
FLOOD LIGHT
SWITCH
3
THREE WAY SWITCH
LL
DUPLEX OUTLET
0
DUPLEX SPLIT WIRED OUTLET
TRIPLE OUTLET
TRIPLE SPLIT WIRE OUTLET
®
SPECIAL OUTLET (220)
A
TELEPHONE JACK
0
BELL SYMBOL
OL. ,CIO,
SMOKE 4 CO2 6EN60R DETECTOR COMBO
TELEV16ION
EXHAUST FAN
-n-
ELECTRICAL METER
F__P
D16CONNECT
10
FLOOR OUTLET
ELEC. DISTRIBUTION PANEL
CHANDELIER
TRACK LIGHTING
THEATICAL STRIP
CEILING FAN
AREA ANALY616
EXISTING LIVING
WALL_ TYPE LEGEND
NEW LIVING
182
EXIST, 8'-0" BLOCK WALLS
EXIST, 8'-O" INT, FRAME WALLS
NEW 8'-0" BLOCK WALLS
= ; NEW 8'-0" INTERIOR FRAME WALL6
2,349
AREA ANALY616
EXISTING LIVING
1,561
NEW LIVING
182
TOTAL
2,349
SCALE: V;'=i'-0' THBEEN DE51GNED TO MEET
IT EXCEED THE WINE)
E 2011 FLORIDAFLORIDA1 UILDING CODE RE61DENTIAL 6 HEDITION6FCTTION R301 D �IGNCOF
CRITERIA AND
INCLUDING ASCE 1-10,
I, WIND SPEED - 139MPH ULTIMATE WIND 6PEED (VULT) AND 108 MPH (VA60),
2, RISK CATEGORY 2
CONSTRUCTION TYPE - 5INGLE FAMILY RESIDENCE (V)
3, WIND EXP06URE = CATEGORY C
4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED f3UILDING616 ,18 AND HEIGHT d EXP06URE
ADJUSTMENT COEFFICIENT 16 1,40
MICHAEL BAKER, SR.
FL, LIC, r AR0011132
519 EAST I6T, 6TREET,
UNIT # 101
6ANFORD, FL 32111
(401)218-5662
: mFzi
0
WN"
13& 0
z
.
LL
z
fe
LL
0
0
0
IL
14
Emu
00
0
t!�
MICHAEL BAKER, SR.
FL, LIC, r AR0011132
519 EAST I6T, 6TREET,
UNIT # 101
6ANFORD, FL 32111
(401)218-5662
2x4 NAILER
END NOT EXP06ED TO WIND
?x VALLEY FRAMING (TYP,)
*lp
RIDGE
OR HIP
2x RIDGE BOARD
VERTICAL 5CA5 Q 4811 O,C, i RIDGE TO BE ONE 51ZE
(MAX,) U1/ 4-10d NAILS 0 LARGER THAN RAFTER
TOP AND PURR, CLIP Q BOTT, —
2x RAFTER----. 51MP50N A35 FA, RAFTER
/� NAILS
FRAMING ANCHOR
6IMP60N A35
EA, END SIMP80N A34 51MP50N A34
IA11 DIA, x 3 1/4" LAG 6CREW6 v 48" O,C.
TO EVERY OTHER TRUSS OR RAFTER
DRYWALL CEILING
2x6 RAFTER5 A 24" O,C, UP TO
II' -011 SPAN: FOR LONGER 6PAN5
2x RIDGE BOARD SEE CONVETIONAL FRAMING
RIDGE TO BE ONE SIZE CHART, SHEATHING
LARGER THAN RAFTER -� FRAMING
ANCHOR
\- 4-10d TOE NAILS
o RIDGE BOARD END
VERTICAL SCAB TRUSSES OR RAFTERS,
BEVEL OUT (TYP,)
CONT, 211 x 4" NAILER5 (TYP.)
(2) 1/4" DIA, x 3-1/4" LAG 6CREW5 e 48" O,C,
SECTION ®� TO EVERY OTHER TRU55 OR RAFTER
RELID PfRAMED VALLEY DETAIL.
KT.6,
NOTE:
1- TRU55E5 TO BE SHEATHED PRIOR TO VALLEY FRAMING
2- CONN. 2x4 NAILER TO ROOF W12-1/4" 0 X 3 1/4" LAG 5CREW5
a 48" O,C, - TO EVERY OTHER TRU65 OR RAFTER
3- CONN. 2x VALLEY FRAMING TO CONT. 2x4 a ONE END AND
2x8 RIDGE BOARD 9 OTHER END U61NG 6IMP50N A-35 FRAMING
ANCHOR (OR EQUIV,)
4- ATTACH 2x4 VERT. 5CA5 TO 8', 12' AND 16' VALLEY FRAMING
SPACED lw 48" O,C, MAX, AND CONN, W/4 16d NAIL5 Q TOP AND
PURR, CLIP A34 a BOTTOM
5- VALLEY SECTION SPEATED AFTER FRAMING
BEARING �' S'-0" A,F,F,
WIN, WGT, Q 6'-811 A,F,F,
FIN15H FLOOR
BARING 8'-0” A,F,F,
FINI5H FLOOR
iC' `_IIS
EXISTING ROOF
EXISTING STRUCTURE
NEW ROOF
12
3 I- 31 5Pr,O OYER G "L Yk{1ZED
1,APd OY:.iR 15 FEL T OYER W 0 U 5 E
11� A OY� '-. 053 (TYPJ
STRIKE BLK, 4 PAINT
D
30-8�
NEW ADDITION
REAR ELEVATION
25 YEAR ARC9lT`:fi,AL
6WINGLE5 ON a To. nGOFING
FELT OVER IPQ" G'6 STRUCT,
5HEATHING OVER FRE -2i6.2.
TRU55E5 ?4° O,C,
D
OFF RIDGE VENTING
STRIKE V- t pl,jlT
----------------------
LEPT 611DE ELEVATION
TING ROOF
I
EXISTING STRUCTURE i
1
------------------
i
1
E
2
13 EXISTING ROOF
E� I I I I
I I EXISTING STRUCTURE
SCALE:
EXI5TING ROOF
EXISTING 6TRUCTURE
OFF RIDGE YcITING
NEDJJ FI5ERGLA66 6HINGL E5 TO MATCH EXI6TING
RIGWT ellDE ELEVATION
SCALE: 1/4"=1'-0"
BEARING m 81-011 A,F,F,
WIN, WGT, >D 6'-811 A,F,F,
STRIKE BLK, 4 PAINT
L li
FINISH FLOOR
OVALE:
WIN, HGT, tv 6'-8" A,F,F,
FINISH FLOOR
NOTE: THI5 STRUCTURE HA5 BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF
THE 2011 FLORIDA 6UILDING CODE RESIDENTIAL 6TH EDITION SECTION R301 DESIGN CRITERIA AND
INCLUDING ASCE 1-10,
I, WIND SPEED = 139MPH ULTIMATE WIND SPITED (VULT) AND 108 MPH (VASD),
2, R15K CATEGORY 2
CONSTRUCTION TYPE -- SINGLE FAMILY RESIDENCE (V)
3, WIND EXP06URE - CATEGORY C
4, INTERNAL PRESSURE COEFFICIENT FOR ENCLO5ED DUILDING616.16 AND HEIGHT 4 EXP06URE
ADJUSTMENT COEFFICIENT 16 1.40
z
NOTICE TO MILDER OfR OWNEIR
IT 15 THE INTENT OF THIS DESIGNER THAT
>
64
THFSF PLANS ARE ACCURATE AND ARE
z
CLEAR ENOUGH FOR THE LICENSED PROPE56-
IONAL TO CONSTRUCT THIS PROJECT,
LL
.00
IN THE EVENT THAT SOMETHING 15 UNCLEAR
Al�1
OR NEEDS CLARIFICATION„STOP„ AND CALL
THE DESIGNER LISTED IN THIS TITLE PAGE, IT
"'
K
a
15 THE RESPONSIBILITY OF THE LICENSED
PROFESSIONAL OR OWNER THAT IS CONSTRUCTING THI5
PROJECT TO FULLY REVIEW THESE DOCUMENTS,
VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMENSIONS)
BEFORE CONSTRUCTION BEGINS AND ANY AND
ALL CORRECTIONS, IF NEEDED, TO BE MADE
BEFORE ANY WORK 15 DONE AND TRU66E6 ARE CONSTRUCTED.
BEARING �' S'-0" A,F,F,
WIN, WGT, Q 6'-811 A,F,F,
FIN15H FLOOR
BARING 8'-0” A,F,F,
FINI5H FLOOR
iC' `_IIS
EXISTING ROOF
EXISTING STRUCTURE
NEW ROOF
12
3 I- 31 5Pr,O OYER G "L Yk{1ZED
1,APd OY:.iR 15 FEL T OYER W 0 U 5 E
11� A OY� '-. 053 (TYPJ
STRIKE BLK, 4 PAINT
D
30-8�
NEW ADDITION
REAR ELEVATION
25 YEAR ARC9lT`:fi,AL
6WINGLE5 ON a To. nGOFING
FELT OVER IPQ" G'6 STRUCT,
5HEATHING OVER FRE -2i6.2.
TRU55E5 ?4° O,C,
D
OFF RIDGE VENTING
STRIKE V- t pl,jlT
----------------------
LEPT 611DE ELEVATION
TING ROOF
I
EXISTING STRUCTURE i
1
------------------
i
1
E
2
13 EXISTING ROOF
E� I I I I
I I EXISTING STRUCTURE
SCALE:
EXI5TING ROOF
EXISTING 6TRUCTURE
OFF RIDGE YcITING
NEDJJ FI5ERGLA66 6HINGL E5 TO MATCH EXI6TING
RIGWT ellDE ELEVATION
SCALE: 1/4"=1'-0"
BEARING m 81-011 A,F,F,
WIN, WGT, >D 6'-811 A,F,F,
STRIKE BLK, 4 PAINT
L li
FINISH FLOOR
OVALE:
WIN, HGT, tv 6'-8" A,F,F,
FINISH FLOOR
NOTE: THI5 STRUCTURE HA5 BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF
THE 2011 FLORIDA 6UILDING CODE RESIDENTIAL 6TH EDITION SECTION R301 DESIGN CRITERIA AND
INCLUDING ASCE 1-10,
I, WIND SPEED = 139MPH ULTIMATE WIND SPITED (VULT) AND 108 MPH (VASD),
2, R15K CATEGORY 2
CONSTRUCTION TYPE -- SINGLE FAMILY RESIDENCE (V)
3, WIND EXP06URE - CATEGORY C
4, INTERNAL PRESSURE COEFFICIENT FOR ENCLO5ED DUILDING616.16 AND HEIGHT 4 EXP06URE
ADJUSTMENT COEFFICIENT 16 1.40
MICHAEL BAKER, 5R.
FL, LIC, # AR0011182
519 EAST 1ST. STREET,
UNIT 1101
5ANFORD, FL 32111
(401)218-5662
S��
z
0
>
64
z
LL
.00
Al�1
--
"'
K
a
*;
to
MICHAEL BAKER, 5R.
FL, LIC, # AR0011182
519 EAST 1ST. STREET,
UNIT 1101
5ANFORD, FL 32111
(401)218-5662
S��
SEE WALL SECTIONS
FOR DETAILS
4" CONC, SLAB
CLEAN COMPACTED FILL
Q 55% STANDARD DENSITY
AND TERMITE TREATED
5" C,M,U,
FINISH FLOOR
-MONOLITHIC FOOTING
W/ (2) µ5 DIA, RODS CONT,
ON CHAIRS
EXTERIOR MA6ONfRY WALL FTG COT 6TORY)
SCALE: 3/4 (1011
BEAM
FOUNDATION NOTE6:
1-1/2" MIN,
I, CONCRETE FOOTINGS SHALL NAVE A COMPREHEN661VE STRENGTH OF NOT LE55
A
THAN 3,000 P,5,1, m 25 DAYS,
0
VERT, REINF,
2, ALL 4" CONCRETE 5LAB5 SHALL HAVE A COMPREHEN51VE STRENGTH OF NOT
IN GROUTED
z
LE55 THAN 3,000 P.61 e 28 DAYS, 5LAB5 SHALL. BE REINFORCED WITH 6"x6"
CLEANOUT REQID
10/10 W,W,M, ON 6 MIL, VAPOR BARRIER OVER CLEAN COMPACTED TERMITE
FOR GROUT LIFT
TREATED FILL.. (FIBERMESH OPTIONAL.)
> 5 FT. UNLESS
�--
3, REINFORCE FOOTINC35 WITH #5 BARS AS INDICATED, ALL BARS SHALL BE
FOOTING DWL, 15
NOT REQID,
EMBEDMENT
DEFORMED, 5HALL CONFORM TO A5TM SERIAL DESIGNATION A305 BE CLEAN AND
STANDARD
PER 203,33
FREE OF RUST 4 SCALE, SPLICES SHALL OVERLAP 25" MIN,
HOOK
FOOTING
REINFORCING
4, FOR CONCRETE BLOCK WALLS PROVIDE CONCRTE FILLED CELL WITH 15 BAR
3" MIN,
VERTICAL CONTINUOS REINFORCEMENT AT CORNERS 4 WALL FENESTRATION,
ONE 6T0 Y
MA60N Y WALL
5, EXTEND SLAB I - 11/2 AT DOOR OPENINGS,
6, CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 AND FIXTURE LOCATIONS ON
SITE BEFORE POURING OF CONCRETE SLAB,
1, MISSING DOWEL:
PRE -DRILL 3/4" HOLE MINIMUM EMBEDMENT 5", REMOVE ANY AND ALL DUST FROM
PRE -DRILLED HOLE, ADD TWO PART EPDXY AS PER MANUFACTURERS SPECS,
PLACE CLEAN 0 5 REBAR INTO PRE -DRILLED HOLE FILLED WITH EPDXY. TURN
ROD SLOWLY UNTIL REBAR HITS BOTTOM, DO NOT D15TURBED DURING SET TIME
AS PER MANUFACTURERS 5PEC5,
S, REINFORCED MASONRY WALLS:
AVERAGE # 5 VERTICAL REINF, SPACING NOT TO EXCEED 61-0" EXCEPT AT DOOR
OPENINGS,
SEE WALL SECTIONS
FOR DETAILS
4" CONC, SLAB
CLEAN COMPACTED FILL
Q 55% STANDARD DENSITY
AND TERMITE TREATED
5" C,M,U,
FINISH FLOOR
-MONOLITHIC FOOTING
W/ (2) µ5 DIA, RODS CONT,
ON CHAIRS
EXTERIOR MA6ONfRY WALL FTG COT 6TORY)
SCALE: 3/4 (1011
MINI -0
COf
SILLS, 6LEEPER5 OR ANY WOOD IN
CONTACT WITH CONCRETE, MA50NRY
OR CMU TO BE PRE66URE TREATED
WOOD OR PROVIDE BUILDING PAPER
OR STEEL PLATE BETWEEN WOOD 4 CMU
OR CONCRETE (TYP,)
=LL FULL W/
ROUT (TYP,)
lit nto Ari
I VUI\L-V \.,... w/ I d
BAR CONT, FROM
BEAM TO FOOTING,
6TEP DOWN TIE BEAM
NOK ARD
BEAM
NOVICE TO BUILDER OR OWNER
1-1/2" MIN,
IT 16 THE INTENT of THIS DESIGNER THAT
A
THESE PLANS ARE ACCURATE AND ARE
0
VERT, REINF,
CLEAR ENOUGH FOR THE LICENSED PROFE55-
IN GROUTED
z
IONAL TO CONSTRUCT THIS PROJECT,
CLEANOUT REQID
IN THE EVENT THAT 60METHING 15 UNCLEAR
FOR GROUT LIFT
OR NEEDS CLARIFICATION_5TOP..AND CALL
> 5 FT. UNLESS
�--
THE DESIGNER LISTED IN TH15 TITLE PAGE, IT
FOOTING DWL, 15
NOT REQID,
EMBEDMENT
15 THE RESPONSIBILITY OF THE LICENSED
STANDARD
PER 203,33
PROFE55IONAL OR OWNER THAT 15 CONSTRUCTING THIS
HOOK
FOOTING
REINFORCING
PROJECT TO FULLY REVIEW THESE DOCUMENTS,
3" MIN,
VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMENSIONS)
ONE 6T0 Y
MA60N Y WALL
BEFORE CONSTRUCTION BEGINS AND ANY AND
ALL CORRECTIONS, IF NEEDED, TO BE MADE
BEFORE ANY WORK 15 DONE AND TRUSSES ARE CONSTRUCTED.
MINI -0
COf
SILLS, 6LEEPER5 OR ANY WOOD IN
CONTACT WITH CONCRETE, MA50NRY
OR CMU TO BE PRE66URE TREATED
WOOD OR PROVIDE BUILDING PAPER
OR STEEL PLATE BETWEEN WOOD 4 CMU
OR CONCRETE (TYP,)
=LL FULL W/
ROUT (TYP,)
lit nto Ari
I VUI\L-V \.,... w/ I d
BAR CONT, FROM
BEAM TO FOOTING,
6TEP DOWN TIE BEAM
NOK ARD
BEAM
x
1-1/2" MIN,
z
A
COVER
0
VERT, REINF,
IN GROUTED
z
CELL
CLEANOUT REQID
ra
FOR GROUT LIFT
0
low
> 5 FT. UNLESS
�--
FOOTING DWL, 15
NOT REQID,
EMBEDMENT
STANDARD
PER 203,33
NJ
HOOK
FOOTING
REINFORCING
3" MIN,
COVER
ONE 6T0 Y
MA60N Y WALL
PVC OR C,I, PIPE
SLEAVE AS REQID
TO PIT PIPE 4 FITTINGS
(MAX, 6" ID)
11/2" CLEAR
IF TH15 DIM 15 LE56
THEN 3" ADD PVC
6LEAVE AS ABOVE
IN LOAD BRIG WALLS
ONLY, ADD 2-#5 x 4511
LONG CENTERED ON PIPE
4
WHERE PIPE MUST
PA66 THRU FOOTING
WHERE PIPE MAY
PA55 BELOW FOOTING
(2)µ5 REBARS 1w I -STY
UTILITY CHASE THROUGH MONO FTG,
SCALE: 3/4 = I, -Oil
il
CORNER
REBAR
2511
2511
SEE PLAN 4
CONTINUOUS REBAR
2-05I8 REBAR 0 16TORY
3-µ5'8 REBAR a 2 STORY
FACE OF FOOTING
CORNER FOOTING DETAIL
SCALE: 3/4" e 1'-0
POUNC)AT 11 ON PLAN
SCALE. l,':1'-0' NOTE: TH15 STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENT5 OF
THE 2011 FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION SECTION R301 DESIGN CRITERIA AND
INCLUDING ASCE 1-10,
1, WIND SPEED . 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD),
2, RISK CATEGORY 2
CONSTRUCTION TYPE -- SINGLE FAMILY RESIDENCE (V)
3, WIND EXPOSURE = CATEGORY C
4, INTERNAL PRESSURE COEFFICIENT FOR ENCLO5ED 13UILDING6 15 ,16 AND HEIGHT 4 EXPOSURE
ADJUSTMENT COEFFICIENT IS 1,40
MICHAEL BAKER, SR.
FL, LIG, r AR0011152
519 EAST IST, STREET,
UNIT r 101
SANFORD, FL 32111
(401)218-5662 1
9
z
A
0
>
W 0
z
E
z
ra
w
0
low
0
MWA
NJ
oz
SAO
MICHAEL BAKER, SR.
FL, LIG, r AR0011152
519 EAST IST, STREET,
UNIT r 101
SANFORD, FL 32111
(401)218-5662 1
9
2x4 BLOCKS, (2) 16d NAILS Q EA,
END, BLOCK ADJACENT BAYS Q EA,
DIAGONAL AS SHOWN, PASTEN ROOF
SHEATHING TO BLOCKS ui/Sd NAIL5
tv 6" O,C,
(5)16d NAIL5
BRAG TO
BLOCKING
PROVIDE 2x4 BRAG TO
EA, ADJ, DIAGONAL FASTEN
TO DIAGONAL 02) 16d
NAIL5,
1/16" 058, SHEATHING
( 5EE NOTE5 FOR NAILING REFER TO PLANS FOR
PATTERN) 1011 �� EXACT 51ZE OF O,H,
PROVIDE Sd NAIL5
4" O,C, TO GABLE TRU55
CONT, 2X6
F_--
2X4'5 Q 2411 O,C,
GABLE WEB BRACING
��— PER TRU55 MANUR
GABLE END SHEATHING
i
STUCCO OYER GALVANIZED LATH
OYER V FELT OVER HOUSE WRAP
GABLE BRACING tv 48'I i - 1/2" ANCHOR BOLTS
O,C, MAX, 4 1ROM 'U (MIN, 6" EMBED) MIN, 6" FROM
HORIZONTAL (+/-10°)
BRAG NOT REQUIRED 61 n EA, END AND 32" O,C, MAX,
FROM EAYES.
LIF_f ) 1.5TA-12 2411 O,C, BOT, OF PLT. TO
PT 2x8 PLT,, CANT, FOR CLG, / GABLE TRU55, ATTACH 5TRAP TO
NAILING SURFACE W/ 1/2 DIA, ANCHOR BEFORE PLT, 16 INSTALLED
BOLTS ,v 32" O,C,
PROVIDE 16d NAIL5 GABLE END
TRU55 t0 PLt,,01
2" D,C, MAX,
CMU WALL
GABLE ENID CONNECTION IDE7"A
1L.
SCALE
: 3/4°= I'-0"
DRIP EDGE
liVl`I I IIVUVUV I VI W`i 14.1 VI 6,111J6.1\I,..,`t 1
i il-.i ; i
SEE WALL SECTIONS
UNDRLAYh1ENT bEiA
1L.
SCALE : 311 ; 11.011
NOTICE TO BUILDER OR OWNER
IT 16 THE INTENT OF TN15 gE51GNER THAT
THESE PLANS ARE ACCURATE AND ARE
CLEAR ENOUGH FOR THE LICENSED PROFE55-
IONAL t0 CONSTRUCT TN15 PROJECT,
IN THE EVENT THAT 50METHING Ib UNCLEAR
OR NEEDS CLARIFICATION -STOP -AND CALL
THE DESIGNER LISTED IN THIS TITLE PAGE. IT
15 THE RE6PON5181LITY OF THE LICENSED
PROFE5510NAL OR OWNER THAT 15 CONSTRUCTING TW15
PROJECT TO FULLY REVIEW THESE DOCUMENTS,
VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMEN510N5)
BEFORE coNStRUCtION BEGINS AND ANY AND
ALL CORRECTIONS, IF NEEDED, TO BE MADE
t`ioLl) D1:.JWI V AIVALY3I6 UPLI�T
UNLESS NOTED OTHERWISE:
I,) ALL CONNECTORS 4 FASTENERS t0 BE 51MP50N,
2,) CMU TO ROOF TRU55 - META18 W/ 9 - IOd x 11/2" EA, 64-50.1 (133)
3,) MISSING 5TRAP CMU TO ROOF TRU55 W/ 51MP, HTSMIo
(8-I0d TO TRUSS, TO CMU (4) I/4"x 2-I/4" TAPCONS) 11151 033)
■
I®
r
u
!tea
TO
MATCH EXISTING.
BEFORE ANY WORK 15 DONE AND TRUSSES ARE CONSTRUCTED.
SHINGLE LOADING
140 m.p.h. WIND 12
EXPOSURE C 3 �
4-3/16" HEEL
BRC.
24"
OVERHANG
SQUARE GUT
TYPICAL TRUSS END
5EAF21NG HEIGHTS
- 8-0" NIC-sNT
NOTIE
IT 15 THE RE51"ON515ILITY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR 'iRU56E5
TO SUPPORTING STRUCTURE PER REACTIONS 5NOlUr1 ON TRUSS
ENGsINEERIrlr. SPECIAL CONSIDERATIONS FOR I'IEGFIANIGAL EUUIPf-IENi
AND/UR PLUI`1F31NC, (AND THEIR CONNECTIONS) IN TRUSS SPACE
f9U5T BE piArRAt`If`IED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIOR TO FApRIGATION.
THIS COMPANY IS A TRU55 MANUFACTURER U1HU5E
RE5PON51BILITIE5 ARE LIMITED TO TH05E pESCRIESED IN UJTCA
I-1995 "DESIGN RE5PON5115ILITIE5". AGCURPINCaLY, IT DISCLAIMS
ANY RE5PON51BILITIES AND/OR LIABILITY FOR THE CONSTRUCTION
DE51(�N, [DRAWINGS,DOCUMENTS INCLUDING THE INSTALLATION ANT)
BRAGIN,_23 OF TRUSSES 1-tANUFAGTURED EY THIS COMPANY,
CON/ENTIONAL I
WAfRNING
, ANENT BRACIN�_, 15
NOF THE RESPONSIBILITY OF THE TRUSS pESIGNER, PLATE
1`IANUFAC:TURER, OR TRUSS 11ANUFACTURER. PERSONS ERECTINCs
TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE
REGARDING ERECTION BRACING= WHICH 15 ALWAYS RE«UIRED TO
PREVENT TOPPLING AND UOI"IINOING DURING ERECTION; AND
PERMANENT BRACING lUl-IIC:H f'lAT' BE REQUIRED IN SPECIFIC
APPLICATIONS, SEE "GUIDE TO GOOD PRACTICE FOR HANDLING,
INSTALLING, RESTRAINING 1 BF:ACINC, OF NETAL PLATE CONNECTED
WOOD TRUSSES RECUt-1Y-1ENDATIONS"
(SCSI 200i) FOR FUR'fFIEF; INFORFIATIOr1,
TRU55E5 SHALL BE IN5'CALLEp IN A STRAIGHT AND PLUI`IB
POSITION. WHERE NO SHEATHING 16 APPLIED DIRECTLY TO "fOF'
AND/OR BOTTOf`t CHORDS, 'fNEl' SHALL BE BRACED AS SPECIFIED
ON THE ENGINEERED DESIr�N, TRU55E5 SHALL BE HANDLED U11TFI
REA50NABLE CARE pURING ERECTION TO PREVENT DAt-1ACxE UR
PERSONAL INJUR'r'.
ATTENTION
APPROVAL OF THIS TRUSS LAYOUT IS
NECESSARY BEFORE FABRICATION CAN BEGIN.
VERIFY SPANS, PITCHES, OVERHANGS, HEELS
AND BEARING CONDITIONS, ACCEPTANCE OF
THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY,
TRUSSES WILL BE BUILT PER THIS LAYOUT.
ROOF FLOOR
TRUSSES TRUSSES
CCU -SPAN TRUSS CO.
407-321-1440 386-872-5098 / 352-557-4901
LONGWOOD ORMOND BEACH MASCOTTE
CUSTOMER
JOB NAME
LOT/SLK/SU;3DI V
SCALE PATE DRAWN SY JOB
■
I®
r
SHINGLE LOADING
140 m.p.h. WIND 12
EXPOSURE C 3 �
4-3/16" HEEL
BRC.
24"
OVERHANG
SQUARE GUT
TYPICAL TRUSS END
5EAF21NG HEIGHTS
- 8-0" NIC-sNT
NOTIE
IT 15 THE RE51"ON515ILITY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR 'iRU56E5
TO SUPPORTING STRUCTURE PER REACTIONS 5NOlUr1 ON TRUSS
ENGsINEERIrlr. SPECIAL CONSIDERATIONS FOR I'IEGFIANIGAL EUUIPf-IENi
AND/UR PLUI`1F31NC, (AND THEIR CONNECTIONS) IN TRUSS SPACE
f9U5T BE piArRAt`If`IED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIOR TO FApRIGATION.
THIS COMPANY IS A TRU55 MANUFACTURER U1HU5E
RE5PON51BILITIE5 ARE LIMITED TO TH05E pESCRIESED IN UJTCA
I-1995 "DESIGN RE5PON5115ILITIE5". AGCURPINCaLY, IT DISCLAIMS
ANY RE5PON51BILITIES AND/OR LIABILITY FOR THE CONSTRUCTION
DE51(�N, [DRAWINGS,DOCUMENTS INCLUDING THE INSTALLATION ANT)
BRAGIN,_23 OF TRUSSES 1-tANUFAGTURED EY THIS COMPANY,
CON/ENTIONAL I
WAfRNING
, ANENT BRACIN�_, 15
NOF THE RESPONSIBILITY OF THE TRUSS pESIGNER, PLATE
1`IANUFAC:TURER, OR TRUSS 11ANUFACTURER. PERSONS ERECTINCs
TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE
REGARDING ERECTION BRACING= WHICH 15 ALWAYS RE«UIRED TO
PREVENT TOPPLING AND UOI"IINOING DURING ERECTION; AND
PERMANENT BRACING lUl-IIC:H f'lAT' BE REQUIRED IN SPECIFIC
APPLICATIONS, SEE "GUIDE TO GOOD PRACTICE FOR HANDLING,
INSTALLING, RESTRAINING 1 BF:ACINC, OF NETAL PLATE CONNECTED
WOOD TRUSSES RECUt-1Y-1ENDATIONS"
(SCSI 200i) FOR FUR'fFIEF; INFORFIATIOr1,
TRU55E5 SHALL BE IN5'CALLEp IN A STRAIGHT AND PLUI`IB
POSITION. WHERE NO SHEATHING 16 APPLIED DIRECTLY TO "fOF'
AND/OR BOTTOf`t CHORDS, 'fNEl' SHALL BE BRACED AS SPECIFIED
ON THE ENGINEERED DESIr�N, TRU55E5 SHALL BE HANDLED U11TFI
REA50NABLE CARE pURING ERECTION TO PREVENT DAt-1ACxE UR
PERSONAL INJUR'r'.
ATTENTION
APPROVAL OF THIS TRUSS LAYOUT IS
NECESSARY BEFORE FABRICATION CAN BEGIN.
VERIFY SPANS, PITCHES, OVERHANGS, HEELS
AND BEARING CONDITIONS, ACCEPTANCE OF
THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY,
TRUSSES WILL BE BUILT PER THIS LAYOUT.
ROOF FLOOR
TRUSSES TRUSSES
CCU -SPAN TRUSS CO.
407-321-1440 386-872-5098 / 352-557-4901
LONGWOOD ORMOND BEACH MASCOTTE
CUSTOMER
JOB NAME
LOT/SLK/SU;3DI V
SCALE PATE DRAWN SY JOB
■
I®
r
u
!tea
TO
MATCH EXISTING.
S SHOWN ON PLANS ARE TO INDICATE POSSIBLE
LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO
DICTATE LOCATIONS
2, VENTILATION TO MEET OR EXCEED REQUIREMENTS IN
FBC 2017 RESIDENTIAL EDITION,
3, Roor VENT AREA FORMULA:
182 SQ, FT, OF GLC, ,AREA OF FREE VENTILATION REQ 1),
150+
300 MAY BE USED WHEN USING EXCEPTIONS PER CODE
4• `tENTILATION TO BE RIDGE OR OFF RIDGE VENTING
OP PAIG eA
NUMBER
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF
THE 2011 FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION SECTION 8301 DESIGN CRITERIA AND
INCLUDING ASCE 1-10,
I, WIND SPEED - 139MPN ULTIMATE WIND SPEED IVULU AND 108 MPH (YASDJ.
2, RISK CATEGORY 2
CONSTRUCTION TYPE : SINGLE FAMILY RESIDENCE (V)
3, llllNp EXPOSURE w CATEGORY G
to w
0 z
LL
0 C)
I rim
mygm IL
00
mama (D
tn
4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDING515 ,18 AND HEIGHT 4 EXPOSURE
ADJUSTMENT COEFFICIENT 16 1,40
SWE6ET
■
I®
r
u
!tea
MICHAEL BAKER, 5R.
rL• LIC, # AR0011182
519 EAST 16T, STREET,
UNIT 0 101
SANEORD, FL 32111
1401)
218-5562
25 YEAR ARCHITECTURAL Kuur rl I UH NtK
SHINGLES ON 15 Ib, R00>=1NG ELEVATION$ AND �� �
Roos PLAN 12 1x4 P.T, 6,Y,P,
FELT OVER 1/16" 05135TRUCT. l) / (STUD GRAIDE)
SHEATHING OVER PRE -ENG,
TRU55E5 24" O,C,
R-30 BATT, INSULATION ---- �, �� 1/4" X 2" TAPGON
NEW 1/2" CEILING BOARD ill/41fi1�.�
0R
2x 6U13 FASCIA 3/1(0" X 2-1/2" TAPGON
GALV, MTL, / ��
PRE-ENGINEERED TRU55ES (1-3/ E1'"� BEDJ
Ix DRIP � /� � ,j � � AT 24" O,C,
PAMER 6CHEPUL E
PAMER SCHEDULE
DOOR
SIZE
MIN, X FSTNRS,
DOOR
SIZE
MIN, " FSTNRS,
EA, SIDE
HEAD
EA, Sip HEAD
SINGLE DOOR
6.100
2,) ALL 51 :P � i I.1i3ER SMALL 5E 5PE ($PRIXE-PINE-FIR) 02 OR
DOUBLE DOOR
6-100 x 1-1/2"
2068 - 3068
3
2
1 6 - 8
2x10 16" O,C, 11'-3" MAX $PAN
6
(1)51DE LITE
3
3
6
4,) MAX. I' HOLE DR -L L ED INTO EXTERIOR STRI�mAL STUDS,
7
2 MffRk
4 5
3065- W7__
(2) 510E LITER
3
3
f�26800
2000-3080
3
23060
kq 1Xo" O,C, 26'-1' MAX aPAA4
Q 12" O,C, INTERMEMTE,
3080 W/
(l) SIDE LITE)E
4
3
DBL, 3080 W/
LITE6ST
5 5
3080 W/
(2) 510E LITES
4
3
PLATE OR (?) [vi C A. SIDE TOE -NAILED TO PLATE,
10 -IOD x 1-1/2"
FASCIAHURRICANE STRAP EA, TRU55
~ SEE TRUSS LAYOUT
1X4 F,T, BUCK 1111 TAPGON FA,5TN
ALUMINUM CONT, TIE BEAM FILLED WITH �
SOFFIT CONG, AND IJ5 CONT,
Ix2 BLOCKING - ENGINEERING SPECS.
PRE -CAST LINTEL - 4" MAX. MA50NARY WIND LOAD FACTOR: -34,1 L55, PER 5Q, FT,
2" MIN, //.__OPENINGS +25,9 L55, PER 50, FT,
ALUM, FRAME WINDOW WEAppER HEADER DOOR LOCATION MAY 13E AT ANY POINT ON A WALL
1/2" CEMENTITIOU5 FIN15H (TYP,) SEE MANUF, SPEC'S FOR BUCK BUCK FASTENER REQUIRED TO BE WITHIN 4" OF BUCK END
ROUGH OPENINGS
NO CLOSER THAT 2 FROM BUCK END
SUDK B � K FASTENERS TO BE 5PACED EQUALLY
SEE PLAN 4 FULL EM5ED, OF SCREW HEAD INTO BUCK
DooR DOOR 13UCK TO 13E MIN, of [" THK,
OPNG, z
#5 VERTICAL REINF,
CONTINUOUS FROM
BOND BEAM TO FOUND,
(BEE PLAN) PRECAST CONC, BILL DOOR OFENIN > CALL RNID )
1/2" G15, B OVER VAPOR BARRIER
4 3/4" P,T, FURRING Q 24" O,C, Ix4 P,T, WINDOW BUCK W/
W/ MIN, R-3 INBUL, WOOD CA51NG TAPCONB AS PER SCHEDULE
THRESHOLD
u, HOLLOW MTL. DOOR
o SILL
i 7Iz
0'-0" FIN, FLR, R.., ..,,
WWW WYIW1'AWIHW W WIIIIIIi111111NW WM4Fi1NW W W W WYY
BEE FD' PLAN FOR FIN15H PER. ELEVATION, "5 VERT, BAR ON POURED CELL
DETAILS
F1NA1 GRADE JAME3 AT EXTERIOR POO
ONE 6TO Y TVP. WALL 5ECTION
SCALE: 3/4"=1'-0"
VALLY FLASHING ROOFING
ROOFING 5,5, = 28 ga, UNDERLAYMENT
GALV, = 26 a (ZINC COATED G90) COMPATABLE NAIL5
g ---- UN T AT MIN 12 0 G
CONNECTOR 6CHEDULE
MODEL �
WOOD 6TRUGTURAL NOTES,,
UPLIFT (133)
6P1
I,) All trxq TO � �1PE�IES, GROUP, AND GRADE A5 NOTED BELOW,
4-101)
585
DAMAGED °''_oX9 T;OT TO BE USED,
6-101)
6.100
2,) ALL 51 :P � i I.1i3ER SMALL 5E 5PE ($PRIXE-PINE-FIR) 02 OR
6P4
6-100 x 1-1/2"
BETTER 12LE$5 OTnEnI$E NO1E0. (FRE-Ea(G, TRI.IS$E$ EXCLUDED)
135
MT612
3,) D0 rAiT A' STRXNRAL DOUBLE TOP PLATE TO BE OFFSET AT
2x10 16" O,C, 11'-3" MAX $PAN
1000
LE 5T 4', -7TR1 T1JR•AL DOUBLE PLATES TO BE TILED o" O,C,
14 -IOD x 1-1/2"
?h9_122" O,C, 24'-10' 11AX aPAl�I
4,) MAX. I' HOLE DR -L L ED INTO EXTERIOR STRI�mAL STUDS,
L5TA12
10-101)
5,) lat P^TTI -DOUBLE PLATE 17' O,C, OUTSIDE SPL ICE ZONE
805
L6TA24
-DOUBLE STUD$ e !>' O,C,
1235
-DOUBLE OR TRIPPLE HE 6" O,C, EDGE
22 -IOD
kq 1Xo" O,C, 26'-1' MAX aPAA4
Q 12" O,C, INTERMEMTE,
L6TA36
26 -IOD
-HEADER TO $TI 0 � ;' O.C,EA. HEADER MEMBER,
1640
M5TA36
-STUD TO TOP OR BOTTOM PLATE : (2) 16d THRU
2050
PLATE OR (?) [vi C A. SIDE TOE -NAILED TO PLATE,
10 -IOD x 1-1/2"
6.) ROOF ;4FAT1*K TO BE MIN, I5/3?' r! '05009 OR 1/V, 0,5,5,
HETA16 (2 PLY)
9-16D
NAILED F� ROOF NAILING PATTERN DETAI!
1810
HU526
1,) GYP, BD. CEILING SHALL BE NAILED 9 1' OC, WITH Bd NAIL S,
6-160
GYP, D. JAL LS SHALL BE NAIL ED 3' O.C. IWiT�! Bd NAIL E5
20-16D
8-16D
LIVE LOADS r� FBC 8301- 4 TABLE R3OL5
FGTR
2 - I/2 x 5" TITEN
A, ATTIC Ul0 5TORA6E 10 P61',
5000
HTTI6
5, ATTIC 11V LKITED STORAGE 20 PSF,
la -16D
3480
C, WABITA! ; ^TTIC5 AND ATTICS SERVED WITH FIXED STAIRS 30 P$F,
I - 5/8" x 8" A,15,
32 - 160 SINKERS
D, BALCONI:5 k D DECKS (EXTERIOR) 40 PSF,
A5U44
I - 5/8" x a" A,B,
E, FIRE E^;�'E5 40 PSF,
2200
ABU66
F, GUARDR�.$ AND NADRAllS 200 PSF,
12-160
2300
G, GUARDFU4, $ IN -FILL COMPONENTS 50 P$F,
26 - 16D x 2 - 1/2"
5/8" A,B,
W, PA$"-' 6,E;Z Yom(_ E GARAGES 50 PSF,
H2,5A
5 - a1)
I, ROOW7 OT,�i:R VAX SLEEPING ROOM 40 r 3F.
415
H3
J, SLEE44 1X5 30 PRF,
4-81)
455
I�ALL. SHEATHING N�4ILM PATTERN
24 - IOD x 1- -1/-2"-1450
USE ad COMMON AWLS... PANEL EDGES 4" O,C,
A35
12. aD x I -1/2"
AT T;.ARP "EGMENT6: 3' O,C, INTERMEDIATE
450
MGT
EL S�JJNERE: PANEL EDGES o' O.C.
22 -IOP
3965
W. O,C,I TERME )LATE
12 - IDD x 1- 1/2"
.,010 FLOOR NAILING : ad 7 0' O,G, EDGES (GLUE 4 NAILD
$Er
HDQa
1 -1/8" DIA, A,B,
.3 I?' o. c-, FIELD
8325
NGT -3
v
ALL LATH A$V ! AT]d ATTACHMENTS SHALL BE OF CORROSION - RESISTANT MATERIALS,
16-10D
10530
EXPAND I IETA! GR 50rriN WIRE LATH o;�AL! BE ATTACHED WITH 1-Y2" LONG, II GAGE NAIL5
1 - ATR 3/4" x 8" (TOP 4 FACE)
l8-lOD
HAVING A;' l-�.�,q, GR %"LONG, 16 GAGE STAPLES, SPACED AT NO MORE THAN 6",
MBNA (N=1 1/4")
1- ATR 3/4" x 8" (TOP 4 FACE)
CONNECTOR 6CHEDULE
MODEL �
FASTENERS
UPLIFT (133)
6P1
6-101)
4-101)
585
6P2
6-101)
6.100
890
6P4
6-100 x 1-1/2"
IONAL TO CONSTRUCT TWI5 PROJECT,
135
MT612
14-10 x 1-1/2"
2x10 16" O,C, 11'-3" MAX $PAN
1000
MT520
14 -IOD x 1-1/2"
?h9_122" O,C, 24'-10' 11AX aPAl�I
1000
L5TA12
10-101)
15 THE RESPONSIBILITY OF THE LICENSED
805
L6TA24
IS -IOD
1235
L6TA30
22 -IOD
kq 1Xo" O,C, 26'-1' MAX aPAA4
1640
L6TA36
26 -IOD
BEFORE CONSTRUCTION BEGINS AND ANY AND
1640
M5TA36
26 -IOD
2050
HETA16 (I PLY)
10 -IOD x 1-1/2"
1805
HETA16 (2 PLY)
9-16D
1810
HU526
14-16D
6-160
HGU526-2
20-16D
8-16D
_1550
2325
FGTR
2 - I/2 x 5" TITEN
la -5D5 I/4"x3"
5000
HTTI6
I - 5/8" x 8" A,13,
la -16D
3480
HTT22
I - 5/8" x 8" A,15,
32 - 160 SINKERS
5250
A5U44
I - 5/8" x a" A,B,
12-16D
2200
ABU66
I - 5/a" x 8" A,B,
12-160
2300
HTT5
26 - 16D x 2 - 1/2"
5/8" A,B,
5090
H2,5A
5 - a1)
6-161)
415
H3
4 - SD
4-81)
455
HT620
24 - IOD x 1- -1/-2"-1450
A35
12. aD x I -1/2"
450
MGT
1 - 5/8" x a" A,5,
22 -IOP
3965
6PH4,8PW6,6PHa
12 - IDD x 1- 1/2"
1360
HDQa
1 -1/8" DIA, A,B,
20 - 6D5 1/4"x3"
8325
NGT -3
2 -1/8" DIA, A,13,
16-10D
10530
M5WA
1 - ATR 3/4" x 8" (TOP 4 FACE)
l8-lOD
3145
MBNA (N=1 1/4")
1- ATR 3/4" x 8" (TOP 4 FACE)
1a-1OD
1885
HT6M16
4 - 1/4" x 2 -1/4" TITEN
8 -IOD
1115
HUC412TF
_
16 - 3/16" x 2 -1/4" TITEN
6 -IOD
1125
M5TAM36
8 - 1/4" x 2 -1/4" TITEN
13 -IOD
1810
PUC612TF
16 - 3/16" x 2.1/4" TITEN
6 -IOD
1125
DTC
4 -SD
2-01)
ALL. STRAPPING HARDWARE TO PT L -UMBER TO 13E GALVANIZED
WEEP SCREEDS:
A MINIMUM 0,019 INCH (NO 26 GALVANIZED SHEET GAGE) CORROSION RE615TANT WEEP SCREED WITH A
MINIMUM VERTICAL ATTACHMENT FLANGE OF 3Y2" SHALL BE PROVIDED AT OR BELOW THE FOUNDATION
PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ABTMC 926, THE WEEP SCREED SHALL
BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES A50YE PAVE AREAS AND BE OF
A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING, THE
WEATHER RE616TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL
COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED,
BEE ELEV, FOR �DERLAYP EN -- / WOOD RASED EXTERIOR
FINISHED TEXTURE) _ �q DECKING ��� j SHEATHING - 055
ALUMN, WINDOW 8X8XI6 G,M,U, \ ��, _ NON-CORRO51YE DRIP pI ROOF SHEATHING /
F `/ ' EDGE W/ MIN 2 LAP __
j (3� 15 8 FELT DRAINAGE PLANE
JOINTS ------------- 1/8" u, /
Ix4 P.T, WINDOW BUCK W/ s ` �_ / i ® PAPERBACK LATH
(2) 3/16 DIA. x 13/4" TAPCONS EVENLY
.• . � \ _ 1x2 PT WD --
NOMINAL05 1/all CO
SPACED AT HEADER 4 SILL AND . _ BLOCKING % THICKNESS ORSIDING
(3) 3/16" DIA, x 13/4" TAPCON5 EVENLY- - -
SPACED ON SIDE BUCKS �� FASCIA --_-- j DRAINAGE PLANE OVERLAP
OR WINDOW FRAME TO BLOCK PER," DRYWALL - / CONTROL BEAD FLASHING
MANUFACTURERS 6PECINCATION5, 1/2 DR LL
1x6 P.T, FURRING STRIPS5/a /
AND MEMBRANE STRIP OVER
4,
WOOD FRAME / MASONRY INSULATION
NOTE: NUM13ER5 INDICATE
DRIP W6E DETAIL
SEQUENCE OF INSTALLATION EXPANBION JOINT
VALLEY FL45HING DETAIL
WINDOW JAMB DETAIL SCALE .3" - 1'-0" 1" BELOW CONC,
SCALE: I" � I'-0° SCALE : 3" . I'-0" I� MEMBRANE STRIP COVERING
WOOD FRAME / MA50NRY
NOTE: INTERSECTION UNDER
ROOF EDGE EXPANSION JOINT EQUAL TO
„5'-0" I, ALL EXTERIOR ACCESSORIES SHALL PROTECTO WRAP BT -20 XL - 9"
TOP CHORD BLOCKING v 4-0 O,C, MAIX, _ I ROOF EDGE 13E PVC MATERIAL CONFORMING TO
IN FIRST 3 FRAMING SPACES Q EA, END `A5TM STANDARDS DI164, C926, �_ WIDE, TO EXTEND 2" BELOW THE CMU
Q Q- - --- -- C1063 AND 04216,O5/a" NOMINAL CEMENTITIOU5 FINISH
2 CAULK ALL UTT JOINTS EN "
C3� O
RIDGE
2 2000
03 q)
BUILDING LENGTH ZONE I EDGES � TRUSSES 6" O,C, AND INTERMEDIATE TRU5$E512" O,C,
X01 2 EDGER Q TRUSSES 6" O,C, AND INTERMEDIATE TRU5$E5' o' O,C,
ZONE 3 EDGES � TRU$$E5 6" O,C, AND INTERMEDIATE TRUSSES 6' O,C,
ROOF SHEATHING LAYOUT
AND DIAPHRAGM BLOCKING ROOF ATTACHMENT PLAN
FOR GA5LE END FRAMING ONLY SHEATHING SHALL BE FASTENED WITH MIN, 'ad RING SPANK TILS
i�00� NA11�IN r)TAILA
WOOD 6PAN5
R :FTER SPANS
NOTICE TO BUILDER OR OWNER
FLOOR JOISTS SPAN$
28:61?" O,C, 14'-9" MAX 1r AH
IT 15 THE INTENT OF THIS DESIGNER THAT
2x12 12" O,C, 23'-4" MAX SPAN
2xo %" O,C, 13'-5" MAIC ;PAIN
THESE PLANS ARE ACCURATE AND ARE
2x12 16" O,C, 21'-2" MAX $PAN
?x8 ?4" O,C, 11'-9" MAX r,PA:I
CLEAR ENOUGH FOR THE LICENSED PROFE55-
2x12 24" O,C, 16'-'0" MAX $PAN
?x3 P?" O,C, 19'-6" MAX �P:"1'I
IONAL TO CONSTRUCT TWI5 PROJECT,
2x10 12" O,C, 19' -II" MAX SPAN
2x.3 "o" O,C, 11'-9" MAX $P�?I
IN THE EVENT THAT SOMETHING 15 UNCLEAR
2x10 16" O,C, 11'-3" MAX $PAN
2x3 ?4" O,C, 13'-2" MAX AUI
OR NEEDS CLARIFICATION.,5TOP,.AND CALL
2x10 24" O,C, 14'-1" MAX $PAN
?h9_122" O,C, 24'-10' 11AX aPAl�I
THE DESIGNER LISTED IN TWI5 TITLE PAGE, IT
Zw !'o" O,C, 22'-1" MAX* 6PA:I
15 THE RESPONSIBILITY OF THE LICENSED
2� 24" O,C, 1a' -I' M.AX iPAMI
PROFESSIONAL OR OWNER THAT 15 CONSTRUCTING TH15
20 l?" O,C, 26'-1' M� �' �!d
PROJECT TO FULLY REVIEW THE5E DOCUMENTS,
kq 1Xo" O,C, 26'-1' MAX aPAA4
VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMENSIONS)
2x.R ?4" O,C, 21'-4') �+C 6PA'I
BEFORE CONSTRUCTION BEGINS AND ANY AND
ALL CORRECTIONS, IF NEEDED, TO 13E MADE
BEFORE ANY WORK 15 DONE AND TRUSSES ARE CONSTRUCTED.
TOP CHORD BLOCKING v 4-0 O,C, MAIX, _ I ROOF EDGE 13E PVC MATERIAL CONFORMING TO
IN FIRST 3 FRAMING SPACES Q EA, END `A5TM STANDARDS DI164, C926, �_ WIDE, TO EXTEND 2" BELOW THE CMU
Q Q- - --- -- C1063 AND 04216,O5/a" NOMINAL CEMENTITIOU5 FINISH
2 CAULK ALL UTT JOINTS EN "
C3� O
RIDGE
2 2000
03 q)
BUILDING LENGTH ZONE I EDGES � TRUSSES 6" O,C, AND INTERMEDIATE TRU5$E512" O,C,
X01 2 EDGER Q TRUSSES 6" O,C, AND INTERMEDIATE TRU5$E5' o' O,C,
ZONE 3 EDGES � TRU$$E5 6" O,C, AND INTERMEDIATE TRUSSES 6' O,C,
ROOF SHEATHING LAYOUT
AND DIAPHRAGM BLOCKING ROOF ATTACHMENT PLAN
FOR GA5LE END FRAMING ONLY SHEATHING SHALL BE FASTENED WITH MIN, 'ad RING SPANK TILS
i�00� NA11�IN r)TAILA
WOOD 6PAN5
R :FTER SPANS
CEILING JOISTS $P `1$
FLOOR JOISTS SPAN$
28:61?" O,C, 14'-9" MAX 1r AH
2x4 12" O,C, $'-5MAXoPAN
2x12 12" O,C, 23'-4" MAX SPAN
2xo %" O,C, 13'-5" MAIC ;PAIN
2x4 16" O,C, 8'-1' MAX $PAI•!
2x12 16" O,C, 21'-2" MAX $PAN
?x8 ?4" O,C, 11'-9" MAX r,PA:I
2x4 24" O,C, 1'-3' M ;X $PAt�1
2x12 24" O,C, 16'-'0" MAX $PAN
?x3 P?" O,C, 19'-6" MAX �P:"1'I
2x6 12" O,C, 14'-$' MAX $PAT!
2x10 12" O,C, 19' -II" MAX SPAN
2x.3 "o" O,C, 11'-9" MAX $P�?I
2x6 16" O,C, 12' -II" MAX PAi`I
2x10 16" O,C, 11'-3" MAX $PAN
2x3 ?4" O,C, 13'-2" MAX AUI
2x6 24" O,C, 10'-6' MAX $PAN
2x10 24" O,C, 14'-1" MAX $PAN
?h9_122" O,C, 24'-10' 11AX aPAl�I
2x8 12" O,C, 10'-2" MAX $PAN
Zw !'o" O,C, 22'-1" MAX* 6PA:I
2x8 16" O,C, 16'-1" MAX =XPAN
2� 24" O,C, 1a' -I' M.AX iPAMI
2x8 24" O,C, 13'-1" MAX $PAN
20 l?" O,C, 26'-1' M� �' �!d
2x10 12" O,C, 22'-9' M "X P4A•N
kq 1Xo" O,C, 26'-1' MAX aPAA4
2x10 16" O,C, 19'-9' MAIC WAN
2x.R ?4" O,C, 21'-4') �+C 6PA'I
2x10 24" O,C, 16'-I' M "X P,A l
B Do,
ANGLES AND INTERSECTIONS AT
TIME OF INSTALLATION.
FL46HING DETAIL 0 GONG, 4 FRAME INTERFACE
SCALE: NTS
NOTE: TNI5 STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF
THE 2011 FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION SECTION R301 DESIGN CRITERIA AND
INCLUDING ASCE 1-10,
I, WIND SPEED -13WH ULTIMATE WIND SPEED (VUL.T) AND 108 MPH (VASE)),
2, RISK CATEGORY 2
CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (Y)
3, WIND EXPOSURE - CATEGORY C
4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS ,18 AND HEIGHT 4 EXPOSURE
NT5 ADJUSTMENT COEFFICIENT 16 1,40
SWEET
7
MICHAEL BAKER, SIT.
FL, LIG, r AROOIII52
519 EAST 15T, STREET,
UNIT # 101
SANFORD, FL 32111
(401)218-5662
z
uj
0
>
C4
W 0
z
..
mj
L
z
x0
IL
mom0
0
W
LL
SWEET
7
MICHAEL BAKER, SIT.
FL, LIG, r AROOIII52
519 EAST 15T, STREET,
UNIT # 101
SANFORD, FL 32111
(401)218-5662
LINTr=L PLAN
GENERAL NOTES
1, AREA5 OF BLOCK ABY, MASONRY OPENINGS
ARE TO BE GROUTED SOLID TO TIE BEAM,
2, (1) *5 REBAR IN TIE BEAM IS TO BE CONT,
THROUGH OUT INCLUDING ABY, MASONRY
OPENINGS, U,N,O,
3, ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA, END
ALL RECE55E0 LINTELS TO HAVE MIN, 8" BEARING EA, END
HIGH STRENGTH PRECAST AND FRESTRESSED A DIVI310N OF FLORIDA ENGINEERED
CONCRETE LINTELS AND BILLS CONSTRUCTION PRODUCTS CORPORATION
P.O, PoA 24U l Ta¢pa, FlGrlda 33x23
Pnon3, 913-621-1641
LINTEL NOTES
LINTEL
NO,
LENGTH
IT 15 THE INTENT OF THI5 DESIGNER THAT
COMMENTS/
L-1
MAT RIALS
8P16 IB/IT
06c
1, FIC PRECAST LINTELS -- 3500 P51,
fiF6-!a
81`I2-15
2, FIG PRESTRESSED LINTELS -- 6000 PSI,
DL -1
41-411
31 PIC GROUT e 3000 P51 W/ MAXIMUM 3/811 AGGREGATE.
Mll!B
2'•10" (34°) PRECAST
41 CONCRETE MA50NRY UNITS (CMU) PER ASTM C90 W/
3166
4413
MINIMUM NET AREA COMPRE551VE STRENGTH =1900 PSI,
2121
9004
5, REBAR PROVIDED IN PRECAST LINTEL PER ASTM 415 GR60,
11936
3166
FIELD REBAR PER ASTM A615 6R40 OR GR60,
6039
_1526
1526
6, PRESTRESSING STRAND PER A5TM A416 GRADE
10412
11936
210 LOW RELAXATION,
1651
1181
1. 1/32 WIRE PER ASTM A510,
2651
3403
8, MORTAR PER ASTM C210 TYPE M OR S,
4896
5644
GENERAL INSTALLATION NOTES
4021
6039
I, PROVIDE FULL MORTAR HEAD AND BED JOINTS,
9004
10412
2, SHORE FILLED LINTELS A5 REQUIRED,
5' 4° (64'J PRECAST
1184
3, INSTALLATION OF LINTEL MUST COMPLY WITH THE
1301
1809
ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS,
2826
3336
4, LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES AT THE
1665
2889
ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND
6036
5400
GROUTING,
1450
T4' (90") PRECAST
5, ALL LINTELS MEET OR EXCEED L1360 VERTICAL DEFLECTION,
1029
1615
EXCEPT LINTEL5 111411 AND LONGER WITH A NOMINAL HEIGHT OF
1994
2439
8" MEET OR EXCEED L/180,
3333
1029
6, BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE
2610
3839
BOTTOM OF THE LINTEL CAVITY,
6013
5041
1, 1/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM
513
632
STEEL FOR MECHANICAL ANCHORAGE,
1469
1210
8, CAST -IN-PLACE CONCRETE MAY BE PROVIDED IN COMP061TE
1154
2021
LINTEL IN LIEU OF CONCRETE MASONRY UNITS,
1212
1818
9, SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALY616
3469
4030
PER AGI 318 AND AGI 530
10'-6" (126") PRECAST
45'0
SAFE LOAD TABLE NOT E6
802
1125
1, ALL VALUES BASED ON MINIMUM 411 BEARING, EXCEPTION: SAFE
1122
1328
LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF
658
1025
BEARING LENGTH 16 LE66 THAN 6-1/211, SAFE LOADS FOR ALL
2081
2114
RECE65ED LINTEL5 BASED ON 6" NOMINAL BEARING,
2404
II' -4' (136') PRECAST
2, N,R, - NOT RATED,
5°8
935
3, SAFE LOA05 ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD
1854
2355
ON THE SECTION SPECIFIED,
2015
5°-,8
4, SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR.
13'05
1854
5, ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY
3155
4044
THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED
362
421
MA50NRY ABOVE THE PRECAST LINTEL.
1028
1331
6, ONE #1 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 811
12241418
490
LINTELS ONLY,
148
1016
1, THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM
1855
2343 _
THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM
RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE
OF SUPPORT,
8, FOR COMP061TE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD
FROM NEXT LOWER HEIGHT,
g, ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT,
,REAS OF 5L.00IC AE3V, MASONRY OPENINO6 ARE
TO BE GROUTED 60L.ID TO TIE BEAM.
I, ALL VALUES BASED ON MINIMUM 411 BEARING, EXCEPTION:
SAFE LOADS FOR UNFILLED
2, (1) #5 REBAR IN TIE BEAM 15 TO BE CONT, THROUGH OUT
INCLUDING ABY, MASONRY OPENINGS, U.N.O.
3, ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA, END
ALL RECE66ED LINTELS TO HAVE MIN, 8" BEARING EA, END
LINTr=L PLAN
GENERAL NOTES
1, AREA5 OF BLOCK ABY, MASONRY OPENINGS
ARE TO BE GROUTED SOLID TO TIE BEAM,
2, (1) *5 REBAR IN TIE BEAM IS TO BE CONT,
THROUGH OUT INCLUDING ABY, MASONRY
OPENINGS, U,N,O,
3, ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA, END
ALL RECE55E0 LINTELS TO HAVE MIN, 8" BEARING EA, END
HIGH STRENGTH PRECAST AND FRESTRESSED A DIVI310N OF FLORIDA ENGINEERED
CONCRETE LINTELS AND BILLS CONSTRUCTION PRODUCTS CORPORATION
P.O, PoA 24U l Ta¢pa, FlGrlda 33x23
Pnon3, 913-621-1641
NOTICE TO IBUIL DER OR OWNER
LINTEL
NO,
LENGTH
IT 15 THE INTENT OF THI5 DESIGNER THAT
COMMENTS/
L-1
THESE PLANS ARE ACCURATE AND ARE
8P16 IB/IT
06c
CLEAR ENOUGH FOR THE LICENSED PROFESS-
fiF6-!a
81`I2-15
IONAL TO CONSTRUCT THIS PROJECT,
DL -1
41-411
IN THE EVENT THAT SOMETHING IS UNCLEAR
Mll!B
2'•10" (34°) PRECAST
OR NEEDS CLARIFICATION„ STOP„ AND CALL
3166
4413
THE DE515NER LISTED IN THI5 TITLE PAGE. IT
2121
9004
15 THE RESPONSIBILITY OF THE LICENSED
11936
3166
PROFESSIONAL OR OWNER THAT 15 CONSTRUCTING THIS
6039
_1526
1526
PROJECT TO FULLY REVIEW THESE DOCUMENTS,
10412
11936
VERIFY ALL EXISTING CONDITIONS (PITCHES 4 DIMENSIONS)
1651
1181
BEFORE CONSTRUCTION BEGINS AND ANY AND
2651
3403
ALL CORRECTIONS, IF NEEDED, TO BE MADE
4896
5644
BEFORE ANY WORK 15 DONE AND TRU55E5 ARE CONSTRUCTED.
4021
6039
LINTr=L PLAN
GENERAL NOTES
1, AREA5 OF BLOCK ABY, MASONRY OPENINGS
ARE TO BE GROUTED SOLID TO TIE BEAM,
2, (1) *5 REBAR IN TIE BEAM IS TO BE CONT,
THROUGH OUT INCLUDING ABY, MASONRY
OPENINGS, U,N,O,
3, ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA, END
ALL RECE55E0 LINTELS TO HAVE MIN, 8" BEARING EA, END
HIGH STRENGTH PRECAST AND FRESTRESSED A DIVI310N OF FLORIDA ENGINEERED
CONCRETE LINTELS AND BILLS CONSTRUCTION PRODUCTS CORPORATION
P.O, PoA 24U l Ta¢pa, FlGrlda 33x23
Pnon3, 913-621-1641
LIWEL 6GPIEDULE
LINTEL
NO,
LENGTH
TYPE
COMMENTS/
L-1
41-611
8P16 IB/IT
06c
02-06LENGTH
fiF6-!a
81`I2-15
eflE 19
DL -1
41-411
8F14 15/IT
Mll!B
2'•10" (34°) PRECAST
2302
3166
4413
6039
2121
9004
10412
11936
3166
4413
6039
_1526
1526
9004
10412
11936
4'-6' (54") PRECA5T
1651
1181
1913
2651
3403
4149
4896
5644
2110
4021
6039
1526
9004
10412
9668
5' 4° (64'J PRECAST
1184
1223
1301
1809
2311
2826
3336
3846
1665
2889
5051
6036
5400
6424
1450
T4' (90") PRECAST
161
1029
1615
NOTES:
PLACE 4" CMU CAP COURSE ON TOP Or LINTEL
FOR TRANSOM WINDOW SILL HEIGHT,
CALE: 1/8°=11-0'
LINTEL MINIMUM DEPTHS ARE CALLED oil. x rhiTRA TOR INSTALLS A DEEPER LINTEL
THAN INDICATED ON THE PWA I, DOING N 5 r,�E STRENGTH OF THE LINTEL.
(k) ANY LINTEL DEEPER THAN 32" HAS BEEN 'dF�ZiRa) TO WORK A5 A MIN, 3? FOR
THE LOAD CONDITIONS,
NOTE:
ANY LINTEL GREATER THAN 32" HAS A G;tiT CF,CITY AND THEREFORE to
ADEQUATE FOR THE LOADS,
TYPICAL LINTEL LEGEND
TYPE IDE51G ELATION
F : FILLED'tArA
GROUT / U 021-r!!ED
Q:A ITITY OF #5 REBAR AT
F_50lT(.',N OF LINTEL CAVITY
O1(oWIE3/I`i=
NOMINAL WIDrd QUANTITY of #5
REBAR AT TOP
NOMINAL �TGAT
#5 REBAR AT TOP
MIN, (1) REQID
r :-`� ,!V" CL EAR
r
471 C,M.U,
o CARQJT
r? ;EAR AT BOTTOM
° OF L 11TEL CAVITY
- WTTOIM REINFORCING
II FIROY1DED IN LINTEL
1.5/8 ACTUAL C!:-niES)
3' WMINAL WIDTH
�1
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT 4 LATERAL LOADS
8" PRECAST 4 PRESTRESSED U -LINTELS
SII PRECAST 4 PREVRE55ED U -LINTELS
GRAVITY
- TYPE
LENGTH
TTP£
___ - -
SU8
eF6-0a
BFI2 -0a
eF0-09
l6-09
652
x524-02
06c
02-06LENGTH
fiF6-!a
81`I2-15
eflE 19
eF2o-19
e1`24-115
652E-19
Mll!B
2'•10" (34°) PRECAST
2302
3166
4413
6039
2121
9004
10412
11936
3166
4413
6039
_1526
1526
9004
10412
11936
4'-6' (54") PRECA5T
1651
1181
1913
2651
3403
4149
4896
5644
2110
4021
6039
1526
9004
10412
9668
5' 4° (64'J PRECAST
1184
1223
1301
1809
2311
2826
3336
3846
1665
2889
5051
6036
5400
6424
1450
T4' (90") PRECAST
161
1029
1615
2385
1994
2439
2886
3333
1029
4'015
2610
3839
5596
6013
5041
9' 4" (112') PRECAST
513
632
1049
1469
1210
1482
1154
2021
168
1212
1818
2544
3469
4030
3121
10'-6" (126") PRECAST
45'0
482
802
1125
915
1122
1328
1535
658
1025
1514
2081
2114
3130
2404
II' -4' (136') PRECAST
445
5°8
935
1365
1854
2355
1193
2015
5°-,8
935
13'05
1854
2441
3155
4044
13'-4' (160") PRECAST
362
421
126
1028
1331
1635
12241418
490
485
148
1016
1438
1855
2343 _
2920
SII PRECAST 4 PREVRE55ED U -LINTELS
ROUGE VALUE 13T 257, FOR GRADE 40 FIELD RFBAR
8" PRECAST W/ 211 RECE55 DOOR U -LINTELS
GRAVITY
- TYPE
LENGTH
BRUv
UPLIFT
ERF10-0a
6RFI4-05
6RF"b 6RM-05 6RF25-09
LA11'RAL
TYPE
LENGTH
8F6 -IT
0124
eFlOT
eW-IT
6524 -IT
ef:e-IT
F32 -IT
8�
8FB
6F&7T 6FI2-2T
6515-7T
2520-2T 6524-2T 8F26 -2T 6F32 -7T
2'-10" (34")
PRECAST
2121
2818
4101
5332
6569
1811
9055
2021
2021
2121 2184
3981
5190 6401 1630 8851
4' 6" (54"J
PRECAST
_
1660
_
1162
2501
3251
1028
4161_
5525
121
121
1660 1105
2435
_4010
3111 3913 4658 5406
5'4" (04")
PRECA5T
1393
1484
2110
2141
3315
4010
4648
505
505
1393 1431
2050
2610 3293 3920 4549
1' 6" (90")
PRECA5T
9591
912
1415
1914
2354
2191
3240
591
651
990 1029
1466
1901 2351 2191 3245
9' 4" (112")
PRECAST
801,
612
980
1269
1560_
1852
2144
454
630
B01 155
1192
1550 1910 2211 2634
10'6"(126")
PRECAST
116,
193
1021
1261
14%
1131
396
493
_498_
116 0
1039
1389 Illi 2034 2358
II' 4" (136"J
PRECAST
666#
439
696
899
1104
1309
1515
303
556
666 535
905
1295 1595 1896 2198
13' 4" (160")
PRECAST
500'
340
532
686
841
991
1153
302
398
513 409
682
1004 1361 1631 1891
19'-4" (232") PR£6TRE66ED
165
201
313
490
518
661165
N,R,
204
239
383
F4,11
136 940 1160
ROUGE VALUE 13T 257, FOR GRADE 40 FIELD RFBAR
8" PRECAST W/ 211 RECE55 DOOR U -LINTELS
611 PRECAST W/ 2" RECESS DOOR U -LINTELS
GRAVITY
- TYPE
LENGTH
BRUv
8RF6-0a
ERF10-0a
6RFI4-05
6RF"b 6RM-05 6RF25-09
6RF30-05
fiRF6-'9
6RFI0-B
aRF14-5
6RFJV5 eRF22-5 BRF26-19
eRF3o-I9
4'-4' (52') PRECAST
1489
1591
3053
2982
3954 4929 5904
6880_
1821
_
3412
4982
6412 1941 9416
10818
T-6' (90") PRECAST
665
161
1311
2252
1958 2451 2944
3439
164
1311
2329
3609 5492 6624
5132
11'4" (136') PRECAST
362
421
126
1028
1331 1635 1224
1418
485
148
1016
1438 1855 2343
2920
194' (232") PRESTRE55EDNR
N.R.
1004
NR
NR
NR NR NR
NR
240
400
150
1090 1400 1120
2030
611 PRECAST W/ 2" RECESS DOOR U -LINTELS
REDUCE VALUE BY 15k FOR GRADE 40 FIELD REBAR
FOR PROPER LINTEL HEIGHT,G,C, COORDINATE,
LINTEL PLAN NOTES:
I- TH15 PLAN 15 TO BE USED FOR STRUCTURAL INFORMATION ONLY,
2- UNLE55 NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE
ASSUMED TO BE 16" MINIMUM DEPTH,
3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE
LINTEL 4 THE BOND BEAM SHOULD BE COORDINATED WITH
THE ELEVATION DRAWINGS
4- THE CONTRACTOR 15 RESPONSIBLE FOR COORDINATING THE PROPER
LINTEL HEIGHT,
5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED
FOR THE DESIGN LOADS, THE DEPTH MAY BE INCREASED IF REQUIRED
NOTE: THIS INFORMATION 15 BASED ON THE DATA SUPPLIED BY
CAST -CRETE AND ITIS ENGINEERS,
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE
DIMENSIONS, CONTRACTORS SHALL VERIFY AND BE
RESPONSIBLE FOR DIMENSIONS AND CONDITIONS OF THE JOB
AND THE DESIGNER OR ARCHITECT MUST BE NOTIFIED IN
WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS
AND SPECIFICATIONS APPEARING ON THESE PLANS,
NOTE: THI5 STRUCTURE µA5 BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF
THE 2011 FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION SECTION R301 DESIGN CRITERIA AND
INCLUDING ASCE 1-10,
1, WIND SPEED . 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD).
2, R16K CATEGORY 2
CONSTRUCTION TYPE - 51NGLE FAMILY RESIDENCE (V)
3. WIND EXPOSURE - CATEGORY C
4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 15 ,IS AND HEIGHT d EXPOSURE
ADJU5TMENT COEFFICIENT 15 1,40
UPLIFT
LATERAL
LENGTH - TYPE
6W -IT
8RF10-I1 6RFI4-IT
6RFl6-IT
aRF22-IT aRF76l
eRF30-IT
aR 6
aRf6
6RFFr7i
fiRFiO.2T BRFI4-1T
6RFI8-1T
8RF71-2T bRF26-2i
2RFA-2T
4'-4" (52") PRECA5T
1244
1513 2413
3260
4112 4961
5825
932
932
1244
9 2339
3110
08 4850
5696
1'-6" (90') PRECAST
688
691 1325
1810
2280 2153
3221
110
941
688
849 1302
1162
2225 2690
3151
II' -4" (136') PRECAST
0000
340 532
686
_
841 991
1153
398
513
409 682
1004
1361 1631
-18T,-]302
REDUCE VALUE BY 15k FOR GRADE 40 FIELD REBAR
FOR PROPER LINTEL HEIGHT,G,C, COORDINATE,
LINTEL PLAN NOTES:
I- TH15 PLAN 15 TO BE USED FOR STRUCTURAL INFORMATION ONLY,
2- UNLE55 NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE
ASSUMED TO BE 16" MINIMUM DEPTH,
3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE
LINTEL 4 THE BOND BEAM SHOULD BE COORDINATED WITH
THE ELEVATION DRAWINGS
4- THE CONTRACTOR 15 RESPONSIBLE FOR COORDINATING THE PROPER
LINTEL HEIGHT,
5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED
FOR THE DESIGN LOADS, THE DEPTH MAY BE INCREASED IF REQUIRED
NOTE: THIS INFORMATION 15 BASED ON THE DATA SUPPLIED BY
CAST -CRETE AND ITIS ENGINEERS,
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE
DIMENSIONS, CONTRACTORS SHALL VERIFY AND BE
RESPONSIBLE FOR DIMENSIONS AND CONDITIONS OF THE JOB
AND THE DESIGNER OR ARCHITECT MUST BE NOTIFIED IN
WRITING OF ANY VARIATION FROM THE DIMENSIONS, CONDITIONS
AND SPECIFICATIONS APPEARING ON THESE PLANS,
NOTE: THI5 STRUCTURE µA5 BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF
THE 2011 FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION SECTION R301 DESIGN CRITERIA AND
INCLUDING ASCE 1-10,
1, WIND SPEED . 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD).
2, R16K CATEGORY 2
CONSTRUCTION TYPE - 51NGLE FAMILY RESIDENCE (V)
3. WIND EXPOSURE - CATEGORY C
4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 15 ,IS AND HEIGHT d EXPOSURE
ADJU5TMENT COEFFICIENT 15 1,40
MICHAEL BAKER, SR.
FL. LIC, # AR )011182
519 EAST 157, 57REE7, J
UNIT # 101
SANFORD, FL 32111
(401)218-5662 C�1
d
4
4
q.
4
m,ur;o,:
,p
,;'
i-
0
LL
wmia"
W
LL
0
RAW
In
13
0
IL
iW',
q
MICHAEL BAKER, SR.
FL. LIC, # AR )011182
519 EAST 157, 57REE7, J
UNIT # 101
SANFORD, FL 32111
(401)218-5662 C�1
d
4
4
q.
4