HomeMy WebLinkAbout2633 Vineyard Cir 09-97 (a)Y
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29"x42"
MIRROR
LU
F F
VSB30
eHALL BATH
Al 1/4„ 1'-0'
3' — 0i" 6'-82[
3'-4" 101—Of
29"x42"
MIRROR
I AV
!171[1
VSB30
4 HALL BATH #2
Al 1/4" = V-0'
VSB30 AD28 VSB30
eMASTER
BATH VANITY
1/4" = V-0'
i i +V
I I I
� I I
—5j" RECESS AT
STUD SPACE
�s l DRYER VENT DETAIL
6j�J 1/4" = V-0'
STUDS 016" OR 24"
0. C.
-SOLID BLOCK 0 24"
AFF --
-4" DRYER VENT TO OUTSIDE
BOTTOM ® 4" BELOW
BLOCKING
BASE BOARD
I I II I
II
ii 39" REF
II ii SPACE
II
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II
II I O
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SMOOTH BAR DBL S N K M
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W1530 W4830
SMOOTH DETAIL rA_--�
SCALE: 3/8" = V 0" A KITCHEN LAYOUT
3/8" = 1'-0'
COPYRIGHT 2008
All drawings, specifications and copies thereof are instruments of service and
remain the property of Mercedes Homes Inc. The reproduction or unauthorized
use of these documents or any other project without written permission from
Mercedes Homes Inc. is strictly prohibited. This design is protected by federal
copyright laws.
48" STRIP
LAV
88"x42"
MIRROR
LAV
REV
DATE
DESCRIPTION
BY
APP.
®®
01OCT04
INITIAL RELEASE
PD
i
KNEE
SPACE
E112
SEE REVISION SHEET
PD
MB
ARCHITECTURAL
VSB30 AD28 VSB30
eMASTER
BATH VANITY
1/4" = V-0'
i i +V
I I I
� I I
—5j" RECESS AT
STUD SPACE
�s l DRYER VENT DETAIL
6j�J 1/4" = V-0'
STUDS 016" OR 24"
0. C.
-SOLID BLOCK 0 24"
AFF --
-4" DRYER VENT TO OUTSIDE
BOTTOM ® 4" BELOW
BLOCKING
BASE BOARD
I I II I
II
ii 39" REF
II ii SPACE
II
I I II I
I I `J------�
II
II I O
(V �
A II _ m I
D1 z
0 N
W o
z �
Q
3J" WALLCN
SMOOTH BAR DBL S N K M
O
B 15 SB36 DW i Q0
I. it I
bN ® ®
-� r-
N o I� �I
W1530 W4830
SMOOTH DETAIL rA_--�
SCALE: 3/8" = V 0" A KITCHEN LAYOUT
3/8" = 1'-0'
COPYRIGHT 2008
All drawings, specifications and copies thereof are instruments of service and
remain the property of Mercedes Homes Inc. The reproduction or unauthorized
use of these documents or any other project without written permission from
Mercedes Homes Inc. is strictly prohibited. This design is protected by federal
copyright laws.
CITY OF SANFORD
Mercedes
MASTER REVISIONS
PACE DELUXE C LAKE SMART
INTERIOR DETAILS
REV
DATE
DESCRIPTION
BY
APP.
Q1
01OCT04
INITIAL RELEASE
PD
MB
03
1 1 JAN06
SEE REVISION SHEET
PD
MB
ARCHITECTURAL
START REVISIONS
SERVICES
REV
I DATE I
DESCRIPTION I
BY
APP.
0
JDDMMMYYJ
ISSUED FOR CONSTRUCTION I
???
???
CITY OF SANFORD
Mercedes
HOMES
PACE DELUXE C LAKE SMART
INTERIOR DETAILS
FISHER RODRIGUEZ
RE IDENCE
SCALE (UNO):
1/4" = 1'-O"
CDS k
ORL-000424-08
SHEET:
DI
DRAWN BY
PROD. DEV.
SCT #
PRE Q.S.
WALLS:
T
CHECKED BY
MASTER a
PROD. DEV.
QS_271904BL-Q2
MERCEDES
ARCHITECTURAL
AND ENGINEERING
SERVICES
6905 North Wickham Road
Suite #401
Melbourne, FL 32940
Phone: (321) 259-6972
__
... ___ _. _ .�..0 . �. �. - �_ ..�,..._ ...�.._. _..._.
VENT
2
TUB"'
PLUMBING 171IS'7R (N.T.S.)
26JAN05 PACE MANOR DLX. 2710PR_L
0.
WEATHER HEAD
2" PVC OFFSET
WITH (3) #4/0
THHN ALUMINUM
200 AMP
PANEL
2001AMP
4/0 ALUMINUM
SERVICE CABLE
2" IMC OR GRG WITH
WITH (3) #4/0 THHN
ALUMINUM
METER
#4 COPPER
GROUND PER NEPA 70
ARTICLE 250.52(A)(3): GROUNDING
AND BONDING
ABOVE GROUND ELECTRICAL RISER
PACE DELUXE @
LAKE
SMAR_( T
SMOKE DETECTOR
ELECTRICAL LOAD
CALCULATIONS
DATE
DESCRIPTION
2719 SQUARE FEET (x3) VOLT-AMPERES:
8.16 KVA
2 SMALL APPLIANCE CIRCUITS (1,5 KVA
EACH)
3.00 KVA
LAUNDRY CIRCUIT
MB
1.50 KVA
RANGE (AT NAME PLATE RATING)
SEE REVISION SHEET
12.00 KVA
1 WATER HEATER (4.5 KVA EACH)
4.50 KVA
1 CLOTHES DRYER (5,0 KVA EACH)
LIGHT FIXTURE
5,00 KVA
1 REFRIGERATOR (1.5 KVA EACH)
DATE
1.50 KVA
1 DISHWASHER (1.2 KVA EACH)
APP.
1.20 KVA
1 DISPOSAL (1,5 KVA EACH)
ISSUED FOR CONSTRUCTION
1,50 KVA
IRRIGATION PUMP MOTOR
RECESSED CAN
1.20 KVA
MISC
1,20 KVA
P❑❑L HEATER
110 V OUTLET
10.00 KVA
POOL PUMP
1.20 KVA
TOTAL OF CONTRIBUTING CIRCUITS
PROOF FIXTURE
51,96 KVA
FIRST 10.0 KVA @ 100%
10,00 KVA
REMAINDER @ 40% ( 41.96 x 0.4)
16.78 KVA
HEAT @ 65% (20,0 x 0,65)
13.00 KVA
'TOTAL LOAD CALCULATIONS
39.78 KVA
LOAD ( 39.78 KVA DIVIDED BY 240 V)
165.77 AMP
MINIMUM SERVICE REQUIRED
DIRECT WIRE
200.00 AMP
200 AMP
PANEL
2" PVC OFFSET -
WITH (3) #4/0
THHN ALUMINUM
4/0 ALUMINUM
SERVICE CABLE
rC. O
METER
4 COPPER
2" PVC WITH
(3). #4/0 THHN
ALUMINUM
GROUND PER NFPA 70
ARTICLE 250.52(A)(3): GROUNDING
AND BONDING
UNDERGROUND ELECTRICAL RISER
COPYRIGHT 2008
All drawings, specifications and copies thereof are instruments of service and
remain the property of Mercedes Homes Inc. The reproduction or unauthorized
useof these documents or any other project without written permission from
Mercedes Homes Inc. is strictly prohibited. This design is protected by federal
copyright laws.
ELECTRICAL NOTES:
* (5) CEILING FAN PREWIRES
* (3) CABLE TV PREWIRES
* (2) TELEPHONE PREWIRES
* (2) COACH LIGHT PREWIRES
* (2) LIGHTING FIXTURES OVER KIT. ISLAND
* ROYAL WHIRLPOOL JETTED TUB
ELEGEND,dwg EXHAUST VENT NOTE: OIJUL09
1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF.
2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR
THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10'
OF A/C CONDENSER),
NOTES TO PLUMBER:
1. PLUMBING SHALL COMPLY W/FBC 2004 PLUMBING CODE.
2, WATER HEATER SHALL HAVE PAN AS REQUIRED, AND
RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING.
3. CLEANOUTS SHALL BE PROVIDED @ BASE OF STACK &
0 4'-0" AFF IN LAUNDRY ROOMS.
NOTES TO ELECTRICIAN:
1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON
AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE
TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72.
2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10'
OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED.
3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY.
4. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES.
5 ELECTRICAL DESIGN SHALL COMPLY WITH THE EDITION OF
THE NEC AS ADOPTED BY THE FLORIDA BUILDING CODE.
ELECTRICAL SYMBOL LEGEND
CARBON MONOXIDE
MASTER REVISIONS
SMOKE DETECTOR
�D
REV
DATE
DESCRIPTION
BY
APP.
01
01OCT04
INITIAL RELEASE
PD
MB
Q3
11JAN06
SEE REVISION SHEET
PD
MB
3 -WAY SWITCH
START REVISIONS
LIGHT FIXTURE
REV
DATE
DESCRIPTION
BY
APP.
0
DDMMMYY
ISSUED FOR CONSTRUCTION
???
I ???
ELECTRICAL NOTES:
* (5) CEILING FAN PREWIRES
* (3) CABLE TV PREWIRES
* (2) TELEPHONE PREWIRES
* (2) COACH LIGHT PREWIRES
* (2) LIGHTING FIXTURES OVER KIT. ISLAND
* ROYAL WHIRLPOOL JETTED TUB
ELEGEND,dwg EXHAUST VENT NOTE: OIJUL09
1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF.
2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR
THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10'
OF A/C CONDENSER),
NOTES TO PLUMBER:
1. PLUMBING SHALL COMPLY W/FBC 2004 PLUMBING CODE.
2, WATER HEATER SHALL HAVE PAN AS REQUIRED, AND
RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING.
3. CLEANOUTS SHALL BE PROVIDED @ BASE OF STACK &
0 4'-0" AFF IN LAUNDRY ROOMS.
NOTES TO ELECTRICIAN:
1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON
AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE
TO STAIRS GOING UP; WIRED TO COMPLY WITH NEPA 72.
2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10'
OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED.
3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY.
4. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES.
5 ELECTRICAL DESIGN SHALL COMPLY WITH THE EDITION OF
THE NEC AS ADOPTED BY THE FLORIDA BUILDING CODE.
ELECTRICAL SYMBOL LEGEND
CARBON MONOXIDE
CD
SMOKE DETECTOR
�D
DETECTOR
RE IDENCE
SCALE (UNO);
CDS #
SHEET;
1/4" = 1'-0"
EXAUST FAN
SWITCH
SCT
PRE Q.S.
WALLS:
CHECKED BY
MASTER #
PROD. DEV.
WALL MOUNTED
3 -WAY SWITCH
LIGHT FIXTURE
SWITCH
CEILING MOUNTED
4 -WAY
LIGHT FIXTURE
DIMMER SWITCH
RECESSED CAN
LIGHT FIXTURE
110 V OUTLET
RECESSED VAPOR
PROOF FIXTURE
SWITCHED OUTLET
FLUSH MOUNTED
n
LIGHT FIXTURE
220 V OUTLET
220
PENDANT LIGHT
DIRECT WIRE
Y
FLOODLIGHT
TV JACK
-H
FLOURESCENT
PHONE JACK
PH>
LIGHT
CEILING FAN
SPEAKER PREWIRE
SPM--
PREWIRE ONLY
CITY OF SANFORD
0
Mercedes
HOMES
PACE DELUXE C LAKE SMART
ELECTRICAL PLAN
FISHER RODRIGUEZ
RE IDENCE
SCALE (UNO);
CDS #
SHEET;
1/4" = 1'-0"
ORL-000424-08
DRAWN BY
PROD. DEV.
SCT
PRE Q.S.
WALLS:
CHECKED BY
MASTER #
PROD. DEV.
QS-271904BL-Q2
MERCEDES
ARCHITECTURAL
AND ENGINEERING
SERVICES
6905 North Wickham Road
Suite #401
Melbourne, FL 32940
Phone: (321) 259-6972
I
L---1-------------�
COPYRIGHT 2008
All drawings, specifications and copies thereof are instruments of service and
remain the property of Mercedes Homes Inc. The reproduction or unauthorized
use of these documents or any other project without written permission from
Mercedes Homes Inc. is strictly prohibited. This design is protected by federal
copyright laws.
ELEGEND,dwg EXHAUST VENT NOTE: 01JUL09
1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF,
2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR
THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10'
OF A/C CONDENSER),
NOTES TO PLUMBER:
1, PLUMBING SHALL COMPLY W/FBC 2004 PLUMBING CODE,
2. WATER HEATER SHALL HAVE PAN AS REQUIRED, AND
RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING.
3, CLEANOUTS SHALL BE PROVIDED O BASE OF STACK &
Q 4'-0" AFF IN LAUNDRY ROOMS.
NOTES TO ELECTRICIAN:
1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON
AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE
TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72.
2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10'
OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED.
3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY.
4, USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES.
5 ELECTRICAL DESIGN SHALL COMPLY WITH THE EDITION OF
THE NEC AS ADOPTED BY THE FLORIDA BUILDING CODE.
ELECTRICAL SYMBOL LEGEND
Mercedes
MASTER REVISIONS
CD
SMOKE DETECTOR
REV
DATE
DESCRIPTION
BY
APP.
Q1
01OCT04
INITIAL RELEASE
PD
MB
Q3
11JAN06
SEE REVISION SHEET
PD
MB
WALL MOUNTED
START REVISIONS
LIGHT FIXTURE
REV
I DATE
DESCRIPTION
BY
APP.
0
IDDMMMYYI
ISSUED FOR CONSTRUCTION
???
???
ELEGEND,dwg EXHAUST VENT NOTE: 01JUL09
1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF,
2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR
THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10'
OF A/C CONDENSER),
NOTES TO PLUMBER:
1, PLUMBING SHALL COMPLY W/FBC 2004 PLUMBING CODE,
2. WATER HEATER SHALL HAVE PAN AS REQUIRED, AND
RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING.
3, CLEANOUTS SHALL BE PROVIDED O BASE OF STACK &
Q 4'-0" AFF IN LAUNDRY ROOMS.
NOTES TO ELECTRICIAN:
1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON
AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE
TO STAIRS GOING UP; WIRED TO COMPLY WITH NFPA 72.
2. CARBON MONOXIDE DETECTORS ARE TO BE WITHIN 10'
OF SLEEPING ROOMS, COMBINATION UNITS MAY BE USED.
3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY.
4, USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES.
5 ELECTRICAL DESIGN SHALL COMPLY WITH THE EDITION OF
THE NEC AS ADOPTED BY THE FLORIDA BUILDING CODE.
ELECTRICAL SYMBOL LEGEND
Mercedes
CARBON MONOXIDE
CD
SMOKE DETECTOR
�D
DETECTOR
SCALE (UNO)t
1/4" = V-0"
CDS #
ORL-000424-08
SHEET:
�f
1�1�1
DRAWN BY
PROD. DEV.
SCT #
PRE Q.S.WALLS;
EXAUST FAN
CHECKED BY
SWITCH
PROD. DEV.
QS-271904BL_Q2
I�YILdA
MERCEDES
WALL MOUNTED
3—WAY SWITCH
LIGHT FIXTURE
6905 North Wickham Road
CEILING MOUNTED
4—WAY SWITCH
LIGHT FIXTURE
DIMMER SWITCH
�11)
RECESSED CAN
LIGHT FIXTURE
110 V OUTLET
RECESSED VAPOR
PROOF FIXTURE
SWITCHED OUTLET
FLUSH MOUNTED
LIGHT FIXTURE
�J
220 V OUTLET
220E@
�
PENDANT LIGHT
-tPr
DIRECT WIRE
FLOODLIGHT
TV JACK
-H
FLOURESCENT
PHONE JACK
PH>
LIGHT
CEILING FAN
SPEAKER PREWIRE
SPM—
PREWIRE ONLY
CITY OF SANFORD
Mercedes
HOMES
PACE DELUXE @LAKE SMART
ELECTRICAL PLAN
FISHER RODRIGUEZ
RESIDENCE
SCALE (UNO)t
1/4" = V-0"
CDS #
ORL-000424-08
SHEET:
�f
1�1�1
DRAWN BY
PROD. DEV.
SCT #
PRE Q.S.WALLS;
—b
�q
CHECKED BY
MASTER #
PROD. DEV.
QS-271904BL_Q2
I�YILdA
MERCEDES
ARCHITECTURAL
AND ENGINEERING
SERVICES
6905 North Wickham Road
Suite #401
Melbourne, FL 32940
Phone: (321) 259-6972
MERCEDES ARCHITECTURAL
AND ENGINEERING SERVICES
6905 NORTH 1VICKHAb4 ROAD
SUITE #401
MELBOL�RNE, FLORIDA 32940
PHONE: (321)-259-6972
GENERAL VALLEY NOTES:
(1) RAFTERS TO BE 2x4 SPACED 24" O.C. UP TO 8', USE 2x6 UP TO 12' LENGTH.
(2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-0" TO HAVE (2x4) COLLAR
TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH).
(3) RIDGE BOARD SHALL BE 2x6 MIN, FOR 2x4 RAFTERS, & 2x8 MIN. FOR 2x6 RAFTERS.
(4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP
RT7 CONNECTOR, NAILED WITH (10) 8d x 1-1/2" NAILS, ALL OTHERS TOE -NAIL
WITH 0.131 x 3" GUN NAILS.
(5) ALL CONVENTIONAL FRAMING LUMBER (AKA: KDV) IS SPF STUD GRADE OR BETTER,
COLLAR TIE (AS REQUIRED,
SEE NOTE 2).
USP THD26 FASTENED TO
PEAK OF PREVIOUS TRUSS.
(1) RT7A 0 EA END OF �� TRUSSES BELOW
LONG FRAMING MEMBER.
(SEE NOTE #4.) (5) 10d GUN
NAILS EACH END.
(2)20 CLEAT UNDER VALLEY FRAMING
ANCH TO EA TRUSS BELOW W/ (4) 0.131 x 3" GUN NAILS FOR VALLEY RAFTERS
6' AND LESS. OVER 6' USE 12" STRAP. IF CLEAT IS OVER SHEATHING & VALLEY
RAFTER IS OVER 6' LONG, USE (1) 3/8" x 4" LAG SCREW W/ 1" WASHER PER
TRUSS OR CUT SLOT & WRAP 12" STRAP (ANY MFGR) AROUND TRUSS BELOW,
FILL ALL HOLES W/ 8d x 1-1/2" NAILS (MIN.), SPACED (2) TRUSSES MAX,
APPLY 6" WIDE -
STRAIGHT FLASH
1x6 PT BUCK
ATTACHED WITH
CASE HARDENED
NAILS PER INST.
DETAIL DRAWING
TEXTURED CEMENT
PLASTIC "J"
BRICK MOULD
i
3/160 TAPCON
SPACED PER
DOOR
MANUFACTURER
TEXTURED CEMENT -
(BEYOND)
JAMB
3/160 TAPCON -
SPACED PER DOOR
MANUFACTURER
PLASTIC "J"
FLUSH WITH EDGE
OF BRICK MOULD
(CAULK JOINT)
SILL SEALANT
1501 VALLEY FRAMING DETAIL
ZV SCALE; NTS
7J"
CMU FILLED CELL711
•'• e . e
DRYWALL
1x4 PT FURRING
CORNER BEAD
SHIM 1/4" MAX
DOORSTOP
TO BE
DETERMINED
BY DIVISION
A WALL JAMB APPLY 6" WIDE
STRAIGHT FLASH AT
A DOOR JAMB PERIMETER
TO EXTERIOR WALL
(PER MFG INSTALLATION
7J„ REQUIREMENTS)
CMU FILLED CELL
a
1x4 PT FURRING
DRYWALL A A
®0 DRYWALL RETURN
BASE BOARD
4 OUTSWING DOOR
SILL
Q'=O"FFE_®
-v B
SLAB RECESS
5J" B
DOOR STYLE
B SILL JAMB AS SELECTED
B
CMU OUTSWING DOOR JAMB DETAILS
)922 (FLUSH WITH EXTERIOR WALL)
SCALE: NTS
DRYWALL FRAME WALL
2"
1 1/2" MIN. FF
:;.::• r
GARAGE FLR; _
GARAGE LIP DETAIL.
GRGLIP 30OCT06 SCALE: NTS
8d FULL HEAD RING
Mercedes
SHANK GUN NAILS ® 4"
PACE DELUXE C)LAKE SMART
-8d FULL HEAD RING
OC WITHIN 48" OF ENDS,
DATE
SHANK GUN NAILS @
GABLES, & RIDGES
6" OC THEREAFTER
1•I
LI
II
Q1
I•I I'I
� i LI
II LI
I•I :I
I'
I•I
" OSB OR CDX MIN SPAN
I•
PLYWOOD CLIPS (1)
RATING 24/16 (SHINGLE);
PLY -CLIP EVENLY SPACED
32/16 (TILE) DO NOT OVER
BETWEEN TRUSSES (MIN)
DRIVE NAILS
ZONE
TYPICAL NAILING
SCHEDULE
NAILSCHED.dwg 23OCT07
JAP SCALE: NTS
WATERBARRIER.dwg WATER BARRIER NOTE:1z°cT°'
SECS
FRAME EXTERIOR WALLS AND GABLE END TRUSSES
APPLY PAINT/SEALANT ON TEXTURED CEMENT APPLIED
TO LATH OVER ONE LAYER OF AN APPROVED WATER
RESISTANT BARRIER OVER AN APPROVED HOUSE WRAP
PER FBC R703.6.3 VALLEYS FLASHED PER R905.2.8.2
7/16" OSB
TYVEK (DRAINAGE PLANE) -
PAPER BACKED WIRE LATH
7/8" MIN TEXTURED
CEMENT FINISH
FLASHING/CONTROL JOINT
MEMBRANE BRIDGE
FLASHING
1/2" MIN TEXTURED
CEMENT FINISH
0821 CONTROL JOINT BLOCK SECTION
zaocToSCALE: NTS
CANDC.dwg
Mercedes
COMPONENTS , AND CLADDING WIND LOAD
(ROOF ANGLE: 10 TO 30 DEGREES)
PACE DELUXE C)LAKE SMART
ENGINEERING SHEET
ter
28MAR05
DATE
WIND
AREA
SQ FT
BY
APP.
Q1
BASIC WIND SPEED
INITIAL RELEASE
PD
_.
120 MPH
B C1 C2
130 MPH
C1 C2
140 MPH
B C1
_
- C2
ZONE
1
10.0
+14,9 -23.7
+18.0
-28,7
+20.1 -32.0
+17.5
':-27.8
+21.2
-33.6
+23.6 -37.5
+20.3 -32.2
+24.6
-39.0
+27,4 -43.5
+13,6 -23.0
+16.5
-27,8
+18,4 -31.1
+16,0
-27,0
+19.4
-32.7
+21.6 -36.5
+18.5 -31.4
+22.4
-38.0
+25.0 -42.4
1
20.0
+18.0
-60.6
+20.1 -67.6
:+17,5
-58.7
+21.2
-71.0
+23.6 -79.2
+20.3 -68.1
+24.6
-82.4
+27.4
2
10.0
+14.9 -50.1
2
20.0
+13.6 -45,4
+16,5
-54.9
+18.4 -61.3
!+16.0
`-53.3
+19.4
-64.5
+21.6 -72.0
+18.5 -61.8
+22.4
-74.8
+25_0 -83.4
+18.0
-60.6
+20.1 -67.6
417.5
-58.7
+21.2
-71.0
+23.6 -79.2
+20.3 -68.1
+24.6
-82.4
+27_4 _91.9
3
10.0
+14,9 -50.1
3
20.0
+13.6 -45.4
+16,5
-54.9
+18.4 -61.3
+16.0
-53.3
+19.4
-64.5
+21.6 -72.0
+18.5 -61.8
+22.4
-74,8
+25.0 `83.4
NOTE:
C1 USES 1.21 ADJUSTMENT
COEFFICIENT FOR 4 STORY
EXPOSURE; C2
USES 1.35 ADJUSTMENT COEFFICIENT FOR
2 STORY EXPOSURE
FOUNDATION NOTES:
FOUND.dwg GENERAL NOTES: 24JAN06
1, IF A TERMITE CHEMICAL BARRIER IS TO BE APPLIED IT
SHALL BE PER FBCR 2004, SECTIONS 1503.6, R320, &
2304 AND A CERTIFICATE OF COMPLIANCE SHALL BE
ISSUED TO THE BUILDING DEPT. BY A LICENSED PEST
CONTROL COMPANY PER SECT 105.1.
2. A/C COMPRESSOR LOCATION MAY VARY; FIELD LOCATE
PER SURVEY.
3. SEE FLOOR PLAN FOR PLACEMENT OF VERTICAL REINFORCEMENT.
WEDGE ANCHOR I.L.O. J -BOLT NOTE:
A 1/2" DIA x 10" LONG MINIMUM WEDGE ANCHOR MAY
BE USED IN LIEU OF 1/2" DIA J -BOLTS. ANCHORS TO
BE LOCATED NO CLOSER THAN 2" TO EDGES AND 6"
FROM CORNERS AND ENDS, USE APPROVED EPDXY SYSTEM
AT CONCRETE EDGES,
DOWEL ROD NOTE:
(IF APPLICABLE)
WHERE SHOWN ■ OR • ON PLAN THERE IS A VERTICAL
#5 (f'c=3000 psi MINIMUM).
DOWEL ROD REPAIR NOTE:
IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED
FROM VERTICAL STEEL LOCATIONS, DRILL 6" INTO CONCRETE
(3" FROM EDGES f5/8" AND 4" FROM ENDS OF CAP WALLS),
REMOVE DUST PER MANUFACTURER'S INSTRUCTIONS AND
USE 2 PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE
SIMPSON EPDXY-TIE OR EQUAL EPDXY ADHESIVE DESIGNED"
FOR CONCRETE.
FOUNDATION LOAD CAPACITY NOTE:
THE FOUNDATION DESIGN SHALL HAVE A MINIMUM LOAD
CAPACITY OF 2000 PSF WITH A MINIMUM OF 95% OF
MODIFIED PROCTOR PER ASTM D 1557,
IN THE EVENT THE SOIL BEARING CAPACITY FALLS BELOW
THE AFOREMENTIONED MINIMUM, THIS FOUNDATION PLAN
MAY BE SUPERSEDED BY AN ENGINEER IN SPECIALIZED
FOUNDATION DESIGN.
FOUNDATION NOTES:
1. USE 3-1/2" THICK SLAB (MIN) OVER CLEAN, TERMITE
TREATED, COMPACTED FILL AND 6 MIL POLYETHYLENE
VAPOR BARRIER. SUBTERRANEAN TERMITE POST-TREATMENT
MAY BE BORACARE APPLIED TO GROUND FLOOR WOOD
SURFACES; ILO SOIL TREATMENT.
2. USE A MIN OF 1-1/2 lbs OF FIBERMESH PER YARD IN SLAB,
3. CONCRETE COMPRESSIVE STRENGTH SHALL BE 2500 psi.
4. ALL REBAR SHALL BE GRADE 40.
5• MINIMUM REBAR COVERAGE IS 3" IN FOOTERS AND 1-1/2"
IN WALLS.
6, REBAR OVERLAP SHALL BE 40 BAR DIAMETERS, (25" FOR
#5 BARS).
7. FOR INSIDE CORNER OF SLAB ADD (2) #4 x 36" BARS
DIAGONALLY 12" APART 2" FROM CORNER AND PLACED
WITHIN UPPER THIRD OF SLAB,
STRUCTURAL NOTES:
STRUCT.dwg SHEAR WALL NOTES: 24MAR06
GSW1 STUDS:
A) FOR SHEARWALLS, BLOCKING IS REQ'D AT ALL SHEATHING EDGES
BETWEEN STUDS,
B% SPACING AT 24" ON CENTER (MAXIMUM).
C) FOR MINIMUM SPECIES AND GRADE SEE GENERAL NOTES.
D SHEARWALL ENDS SHALL BE DOUBLE STUDDED. THIS MAY BE A COMPOSITE
OF A FULL JACK AND STUD OR A COMBINATION OF CORNER STUDS.
GSW2 STRUCTURAL WALL SHEATHING:
MINIMUM 15/32" CDX PLYWOOD OR 7/16" APA APPROVED O.S.B,
GSW3 NAILING SCHEDULE:
USE 8d GUN NAILS AT THE FOLLOWING SPACING:
6" ON CENTER THROUGHOUT (UNO)
GSW4 -DENOTES SHEAR WALL LOCATION
A) LENGTHS SHOWN ARE THE MIN. LINEAL FEET OF SHEAR WALL REQUIRED.
B) IF THERE IS NO SHEAR WALL DENOTED ON FLOOR PLAN THEN ALL BEARING
EXTERIOR FRAME WALLS GREATER THAN 16" IN LENGTH ARE REQUIRED TO BE
CONSTRUCTED AS SHEAR WALLS. (SEE SHEARWALL FRAMING SPECS DETAIL).
GSW5 INTERIOR SHEAR WALLS SHALL USE 7/16" O.S.B. SHEATHING NAILED
WITH 8d GUN NAILS AT 6" ON CENTER THROUGHOUT UNO WITH A
J -BOLT, WEDGIT, OR A HTT22 REQUIRED AT ENDS UNLESS FRAME
WALL TO BLOCK CONNECTION IS AVAILABLE. PROVIDES 197 plf IN
GROUP III SPECIES FRAMING).
GSW6 ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH DOWNPOURS
AT EACH END ARE SHEAR WALLS.
GSW7 ALL EXTERIOR POURED CONCRETE WALLS ARE SHEAR WALLS.
STRUCTURAL NOTES:
G1 DESIGN PARAMETERS:
DESIGN LOADS: UNLESS NOTED OTHERWISE (UNO) IN SPECIFIC NOTES
ROOF LOADS: LIVE LOAD (LL); 20psf (25% DURATION INCREASE)
DEAD LOAD (DL): 17psf SHINGLE; 25psf TILE
WIND CALCS: DEAD LOAD (DL); 10.2psf SHINGLE; 15psf TILE
(60% DURATION INCREASE)
FLOOR LOADS: DL: 15psf; LL: 40psf (0% DURATION INCREASE)
BALCONY: DL: 15psf; LL: 40psf FOR 1 & 2 FAMILY
DWELLINGS ALL ELSE 60psf
STAIRS: DL: 15psf; LL: 40psf FOR 1 & 2 FAMILY
DWELLINGS ALL ELSE 100psf
G2 MINIMUM LUMBER SIZES, SPACES, GRADES, AND SPECIES (UNO)
A) INTERIOR NON-BEARING WALLS: 2x4 STUDS AT 24" ON CENTER.
SPRUCE -PINE -FIR (SPF) GRADED LUMBER (OR BETTER) OR METAL STUDS.
CRIMPER MAY BE USED IN LIEU OF SCREWS FOR METAL STUDS,
B) FRAME BEARING WALLS: SPF #2 (MIN) 2x4 STUDS 0 16" 0/C TO 10,
USE 2x6 & MID HT BLOCKING BETWEEN STUDS OVER 10' UNO.
C) HEADERS: SYP, GR 2, (2) 202 W/ 1/2" SOLID SPCR LINO ON
PLAN OR DETAILS. NAIL PLIES W/ 10d 0 Y 0/C EDGES & 6" FIELD.
G3 HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY. OTHERWISE
THEY SHALL NOT BE REDUCED IN STRENGTH.
G4 LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE SHALL
BE PRESSURE TREATED (PT).
G5 FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING DURING
ERECTION OF TRUSSES AND FOR ALL PERMANENT BRACING PER
BCSI-B1 SUMMARY SHEET.
G6 TILE ROOF USE 30# DRY IN, 90# FELT & HOT MOP W/ SCREW
DOWN INSTALLATION PER ROOF TILE INSTITUTE SYSTEM TWO LINO,
INSTALL TILE ROOF SYSTEM IN ACCORDANCE WITH FRSA/TRI PER
FBC 1507.3.7 & FBCR 905.3.
G7 GALV (26 Go MIN) OR ALUM FLASHING SHALL BE USED AT GUTTERS,
WALL & ROOF INTERSECTIONS, ROOF SLOPE CHANGES, & ROOF OPENINGS,
G8 ONLY SHINGLES & FASTENERS FROM BLDG DEPARTMENT'S LATEST
APPROVED ROOF COVERING MFGR'S LIST (IF APPLICABLE) SHALL BE USED,
ANCH W/ (6) 7/8" MIN LENGTH ROOFING NAILS W/ .413" DIA HEAD
PER SHINGLE.
G9 REBAR IS GRADE 40 UNO ON PLAN, PLACEMENT IS PER TYP WALL SECT & PLAN.
G10 ALL COEFFICIENTS AND CALCULATIONS ARE PER THE LATEST
EDITION OF ASCE 7 AS ADOPTED BY THE FBCB.
G11 ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS
LINO AND ALL CONNECTORS SHALL BE NAILED PER MANUFACTURER'S SPECS,
G12 EXTERIOR CEILING MATERIAL WILL BE 1/2" GYPSUM SOFFIT BOARD AS A
MINIMUM WHICH CAN PROVIDE FULLY ENCLOSED STRUCTURAL INTEGRITY,
G13 OVERLAP DOUBLE TOP PLATES 24" AND ANCH WITH 10d AT 16" O.C.
WITH (3) 10d's AT CORNERS.
COPYRIGHT 2008
All drawings, specifications and copies thereof are instruments of service and
remain the property of Mercedes Homes Inc. The reproduction or unauthorized
use of these documents or any other project without written permission from
Mercedes Homes Inc. is strictly prohibited. This design is protected by federal
copyright laws.
CONFORMS T0:
FBU`R 2004
120 M.P.H. C EXPOSURE
(IMPORTANCE FACTOR ONE)
TYPE V -B CONSTRUCTION
DESIGN MEETS FBCR 2004
INCLUDING 2005 AND 2006
FBCR SUPPLEMENTS
FULLY ENCLOSED BUILDING NOTE:
DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIENT
OF 1,18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING.
WNDWi0L.dwg WINDOW TOLERANCE NOTE: zISEP07
A MAXIMUM OF 1/4" TOLERANCE ON EACH SIDE
OF ROUGH OPENING PER MANUFACTURER'S SPECS,
FLOOOZONE.dwg FLOOD ZONE NOTE: 07SEP05
IN A FLOOD ZONE:
ALL ELECTRIC -PLUMBING -A/C -WATER HEATERS
WILL BE PLACED ABOVE BFE• RECESSED SHOWERS
SHALL BE ABOVE FLOOD ELEVATION.
GARAGE DOORS SHALL HAVE VENTS AT THE
BOTTOM TO PROVIDE HYDROSTATIC RELIEF UNO.
BLRDNOTE.dwg BOLLARD NOTE: 13MAY08
36"H x 3"0 STEEL BOLLARD TO BE LOCATED
IN FRONT OF AHU AND/OR WATER HEATER.
LNTLNOTE.dwg LINTEL NOTE: (IF REQD) 20SEP04
(1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS.
#) - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE
BOND BEAM TOP COURSE OVER SPECIFIED OPENINGS.
FLRNOTEO.dwg FLOOR PLAN NOTES: 28SEP07
1, ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL
BE FRAMED AT 16" ON CENTER.
2, AN 8" BOND BEAM IS USED WITH (1) #5 IN TOP COURSE,
3. FOR MECHANICAL INSTALLATION, ALL TAPES, CONNECTORS,
AND MASTIC SHALL BE UL LISTED.
4. ALL INTERIOR & GARAGE GYP CEIL BIRD IS 1/2" SAG RESISTANT,
SCREWED 0 12" 0/C. USE 5/8" TYPE X ACROSS FRAMING,
SCREWED 6" /C, @ GARAGE CEILING UNDER HABITABLE
SPACE. USE 1/2" GYP BIRD (MIN) ON GARAGE FRAME
WALLS, USE 20 MIN RATED DOOR & FRAME TO GARAGE,
5. MECHANICAL UNIT AND DUCT WORK IN GARAGE SHALL
COMPLY WITH R309 OF 2004 FBCR.
NOTE TO BUILDER:
ALLOWABLE TOLERANCE SPACING AS FOLLOWS:
J -BOLT.......................... f 2" O.C.
DOWNPOURS .................. t 8" O.C.
CITY OF SANFORD
Mercedes
MASTER REVISIONS
PACE DELUXE C)LAKE SMART
ENGINEERING SHEET
REV
DATE
DESCRIPTION
BY
APP.
Q1
01OCTO4
INITIAL RELEASE
PD
MB
03
11JAN06
SEE REVISION SHEET
PD
MB
MERCEDES
START REVISIONS
ARCHITECTURAL
REV
I DATE
DESCRIPTION
BY
I APP.
0
IDDMMMYYI
ISSUED FOR CONSTRUCTION
???
???
CONFORMS T0:
FBU`R 2004
120 M.P.H. C EXPOSURE
(IMPORTANCE FACTOR ONE)
TYPE V -B CONSTRUCTION
DESIGN MEETS FBCR 2004
INCLUDING 2005 AND 2006
FBCR SUPPLEMENTS
FULLY ENCLOSED BUILDING NOTE:
DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIENT
OF 1,18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING.
WNDWi0L.dwg WINDOW TOLERANCE NOTE: zISEP07
A MAXIMUM OF 1/4" TOLERANCE ON EACH SIDE
OF ROUGH OPENING PER MANUFACTURER'S SPECS,
FLOOOZONE.dwg FLOOD ZONE NOTE: 07SEP05
IN A FLOOD ZONE:
ALL ELECTRIC -PLUMBING -A/C -WATER HEATERS
WILL BE PLACED ABOVE BFE• RECESSED SHOWERS
SHALL BE ABOVE FLOOD ELEVATION.
GARAGE DOORS SHALL HAVE VENTS AT THE
BOTTOM TO PROVIDE HYDROSTATIC RELIEF UNO.
BLRDNOTE.dwg BOLLARD NOTE: 13MAY08
36"H x 3"0 STEEL BOLLARD TO BE LOCATED
IN FRONT OF AHU AND/OR WATER HEATER.
LNTLNOTE.dwg LINTEL NOTE: (IF REQD) 20SEP04
(1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS.
#) - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE
BOND BEAM TOP COURSE OVER SPECIFIED OPENINGS.
FLRNOTEO.dwg FLOOR PLAN NOTES: 28SEP07
1, ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL
BE FRAMED AT 16" ON CENTER.
2, AN 8" BOND BEAM IS USED WITH (1) #5 IN TOP COURSE,
3. FOR MECHANICAL INSTALLATION, ALL TAPES, CONNECTORS,
AND MASTIC SHALL BE UL LISTED.
4. ALL INTERIOR & GARAGE GYP CEIL BIRD IS 1/2" SAG RESISTANT,
SCREWED 0 12" 0/C. USE 5/8" TYPE X ACROSS FRAMING,
SCREWED 6" /C, @ GARAGE CEILING UNDER HABITABLE
SPACE. USE 1/2" GYP BIRD (MIN) ON GARAGE FRAME
WALLS, USE 20 MIN RATED DOOR & FRAME TO GARAGE,
5. MECHANICAL UNIT AND DUCT WORK IN GARAGE SHALL
COMPLY WITH R309 OF 2004 FBCR.
NOTE TO BUILDER:
ALLOWABLE TOLERANCE SPACING AS FOLLOWS:
J -BOLT.......................... f 2" O.C.
DOWNPOURS .................. t 8" O.C.
CITY OF SANFORD
Mercedes
HOMES
PACE DELUXE C)LAKE SMART
ENGINEERING SHEET
FISHER RODRIGUEZ
RE IDENCE
SCALE (UNO):
CDS #
SHEET:
NOT TO SCALE
ORL-000424-08
DRAWN BY
PROD. DEV.
SCT
PRE Q.S.
WALLS:
CHECKED BY,
MASTER
PROD. DEV.
QS-271904BL-Q
MERCEDES
ARCHITECTURAL
AND ENGINEERING
SERVICES
10- - 8
6905 North Wickhom Road
STEPI E. KAST R P.E.
Suite #401
CENSE # 39528
Melbourne, FL 32940
Phone: (321) 259-6972
OR STRU AL CERTIFICATION ONLY
8d GUN NAILS 8d GUN NAILS 8d GUN NAILS 8d GUN NAILS
AT 4" 0/C AT 4" 0/C AT 4" 0/C AT 6" 0/C
THEREAFTER
2x4 GABLE
X—BRACING COMMON
12" MAX AT 6' 0/C TRUSS—TYP.
GABLE END TRUSS
L—BRACE WEBS
OVER 6'-0" HIGH (3) 1 O
GUN NAILS
USP LSTA18 TYPICAL
0 48 O/C
10d GUN NAILS 1/2" GYPSUM
AT 12" 0/C CEILING BOARD
10d GUN NAILS
SEE TYPICAL WALL AT 12" 0/C
1201E GABLE END DETAIL
21APR06 SCALE: NTS
8d GUN NAILS 8d GUN NAILS Sd GUN NAILS 8d GUN NAILS
AT 4" 0/C AT 4" 0/C AT 4" O/C AT 6" 0/C
THEREAFTER
2x4 GABLE
X -BRACING COMMON
'Ll 2" MAX AT 6' O/C TRUSS-TYP,
GABLE END TRUSS
—
L-BRACE WEBS
OVER 6'-0" HIGH (3) 10d
GUN NAILS
2x4 FLAT BLOCK TYPICAL
AT 48" 0/C ANCH
W/ (2) 1 O GUN
NAILS PER CONN. I 2x4 NAILER- ATTACH 1/2" GYPSUM
W/ (2) 10d GUN NAILS CEILING BOARD
A
I 1/2" SHEATHING
W/ 8d GUN NAILS
AT 4" 0/C
•
I
USP HTA16 SPACED 24" O/C (STAGGERED)
PLACE ONE INSIDE AT 48" 0/C AND ONE
OUTSIDE AT 48" 0/C - SEE GABLE END
ATTACHMENT DETAIL A DETAIL
SCALE: NTS
1201 GABLE END DETAIL
1APR08 SCALE: NTS
FIBERGLASS SHINGLES (6 NAILS EACH)
OVER 15#
CONDITION #2:
FELT ON 7/16" OSB OR 1/2" CDX. ANCHOR
W/
1/2"0 LAGCREW W/ 2"
8d GUN NAILS AT 6" O/C, (UNO)
PLACE MAXIMUM 2x4 BLOCK BETWEEN
R-19 MIN INSULATION
STUDS AT
WASHER 0 24" 0/C OR
OVER CONDITIONED SPACE
TRUSS ANCHOR - SEE ANCHOR
t2
16" O,C.
SCHEDULE "No
& STRAP FOR
PRE -ENG TRUSS 0 24" 0/C
ALUMINUM DRIP EDGE
TO WALL W/ (7) 3/16'x2" TAPCONS & TO
READ IF SHEATHING
CO
PLACE ONE INSIDE AT
TWST STRAP & (4) 1/4"x2" IAPCONS,
48" O/C AND ONE
STOPS 0 BOTT PLT
1/2" GYPSUM CEILING BOARD
MINUM FASCIA OVER
�'
BOTTOM
LINTEL COURSE WITH (1) #5 CONTINUOUS
2xNAILER
BOARD
AND #5 CORNER BARS WITH 25" TYPICAL
PLATE
1/2" MINIMUM CONCRETE SLAB
PLAN FOR SIZE AND REINFORCEMENT —.-
REINFORCED WITH FIBERMESH ON
OVERLAPS. FILL WITH 3000 psi PUMPMIX.
PERFORATED ALUM,
OR VINYL SOFFIT
F TFLOOR
CONCRETE F'c = 2500 psi
8" PRECAST LINTEL OVER ALL ZO
WALL SECTION
040CT07 SCALE: NTS
FROM EDGE
OPENINGS WITH (1) #5 IN EACH
EMBED, ANCH.
TRUSS
ZJ
FULL STUD
FNn HOI DOWN
SEAL ALL OPENINGS AND CRACKS
1x4 PT BUCKS MIN ANCH TO
1/2"x4" (MIN) LAG
SCREW W/ 2" WASH
CMU W/ 1 3/8" T -NAILS OR 6d
MID HEIGHT BLKNG
FOR WALLS OVER
10' AFF
UJ
UJ
CASE HRD GUN NAILS AT 6" 0/C
o
1
PRECAST SILL N'
OR 2x6 PT BUCKS MIN ANCH W/
I
3/16"00" TAPCONS 0 12" 0/C W/
REQ'D IF SHEATHING
SEE CONN SCHED
1-1/4" MINUMUM EMBED,
6" MAX
3/4" PT FURRING STRIPS (TYP) w
W/ R4 (MIN) INSULATION
USI SPTH
PER CONN, SCHED).
EL.t 0'-0"
1/2" DRYWALL (TYPICAL)
(1) #5 DOWEL 12" MINIMUM
SERIES (TYP)
EMBEDMENT AND 25" LAP -TYP
L
L L PT 2x4 CONT. L
SEE FOUNDATION PLAN
TEXTURED CEMENT
II
MAX, 6"
NOTE: IF WALL IS NON BEARING, THEN
UPLIFT CLIPS, STRAPS, OR SOT. PLT
ANCHOR BOLTS ARE NOT REQUIRED.
BASE BOARD
CLEANOUT OPENING FOR EACH
II
GROUTED CELL
TYPICAL FOOTER - SEE FOUNDATION
I
3 1/2" MINIMUM CONCRETE SLAB
PLAN FOR SIZE AND REINFORCEMENT
—.-
REINFORCED WITH FIBERMESH ON
6 mil M,S, OVER WELL COMP. SOIL
CONCRETE F'c = 2500 psi
0101 TYPICAL
WALL SECTION
zzJUNoe
SCALE: NTS
12" HOOK INTO TIE BEAM
1111 2ND FLOOR SHEARWALL FRAMING DETAIL
"�� SCALE: NTS
8d GUN NAILS 8d GUN NAILS 8d GUN NAILS 8d GUN NAILS
AT 4" 0/C AT 4" 0/C AT 4" 0/C AT 6" 0/C
THEREAFTER
2x4 GABLE
X -BRACING COMMON
12" MAX AT 6' 0/C TRUSS-TYP,
GABLE END TRUSS
L -BRACE WEBS
OVER 6'-0" HIGH (3) 10d
GUN NAILS
15/32" CDX OR TYPICAL
7/16" OSB, ANCH ILI
0 4'd GUN 0/C, NAILS I 5/8" GYPSUM
I — — — — — — __J SOFFIT BOARD
�BEAM
& COLM (1) USP RT7A 0 EA
BEYOND LIND TRUSS UNO
1221 ENTRY PORCH GABLE END
21APRos SCALE: NTS
3"0 GALV. PIPE
FILLED W/CONC.
3 FEET ABOVE F.F
2 FEET BELOW F.F
HH
O
I
ia7
GARAGE BOLLARD DETAIL
BOLLARD 24APRO6 SCALE: NTS
A (1) #5 CONT. CENTERED 16" P.T. 2x8 FOR
TORSION SPRING (AS REQUIRED) SE
E ELEV.i
I --it----- — — — — — — — — — — — o--.------------_ ----- ---I I
I I
(1) #5 CONT,
I 1/2" 0 SCREW ANCHOR PT 2x6x16' ANCH W/ I
I I iv 3 1/2" EMBEDMENT 1/4"0 x 2-3/4" N I I
-H TAPCONS 0 24" 0/C H
00 00
1/2" 0 SCREW ANCHOR
`N 3 1/2" EMBEDMENT
I (REQUIRED ONLY FOR WINDLOAD POST) I )
I I P.T. 2x6x8' TYP. EACH END 1/2" 0 x 5" SCREW I I
z ANCHOR (TYPICAL) z
H (1) #5 CONT,
II ao 00
FIR OUT WALL w II II
li N FOR DRYWALL a NOTE:
ATTACHMENT. > A 1/2" DIA x 6" LG. II
II II (1) #5 CONT.— MIN, WEDGE ANCHOR OR II II
J -BOLT MAY BE USED IN N I
II II +I LIEU OF SCREW ANCH. {1 I II
------------------------------------------------
FOOTING AS PER FOUNDATION PLAN
#5 DOWEL WITH 25" OVERLAP
1301 GARAGE GOAL POST
iIJUN08 SCALE: NTS
Z
0
w
w
CONDITION #1:
REPAIR:
STRAP IS 0" TO 3/8" AWAY FROM EDGE
OF TRUSS,
NO REPAIR NECESSARY.
CONDITION #2:
STRAP IS 3/8"" TO 1-1/2" AWAY FROM
AT 48" 0/C ANCH.
1/2"0 LAGCREW W/ 2"
REPAIR:
PLACE MAXIMUM 2x4 BLOCK BETWEEN
NAILS PER CONN,
'
STUDS AT
WASHER 0 24" 0/C OR
HING FO
PLIE
SHEARWALL
STRAP IS MORE THAN 1-1/2" AWAY FROMLLw
16" O,C.
0 EA. FLOOR TRUSS. ONLY
& STRAP FOR
LOAD PATH
I)
USP HTA16 SPACED 24"
TO WALL W/ (7) 3/16'x2" TAPCONS & TO
READ IF SHEATHING
CO
PLACE ONE INSIDE AT
TWST STRAP & (4) 1/4"x2" IAPCONS,
48" O/C AND ONE
STOPS 0 BOTT PLT
OUTSIDE AT 48" O/C
RIBBON
TEXTURED CEMENT II
BOTTOM
PER CONN SCH
I'
I
BOARD
PAINT/SEALANT ON TEXTURED
PLATE
1/2" MINIMUM CONCRETE SLAB
PLAN FOR SIZE AND REINFORCEMENT —.-
REINFORCED WITH FIBERMESH ON
SHEATHING JOINTS
6 mil M.B. OVER WELL COMP, SOIL.
F TFLOOR
CONCRETE F'c = 2500 psi
0111 TYPICAL
WALL SECTION
040CT07 SCALE: NTS
FROM EDGE
I '
EMBED, ANCH.
TRUSS
ALSO SEAS RVES
FULL STUD
FNn HOI DOWN
12" HOOK INTO TIE BEAM
1111 2ND FLOOR SHEARWALL FRAMING DETAIL
"�� SCALE: NTS
8d GUN NAILS 8d GUN NAILS 8d GUN NAILS 8d GUN NAILS
AT 4" 0/C AT 4" 0/C AT 4" 0/C AT 6" 0/C
THEREAFTER
2x4 GABLE
X -BRACING COMMON
12" MAX AT 6' 0/C TRUSS-TYP,
GABLE END TRUSS
L -BRACE WEBS
OVER 6'-0" HIGH (3) 10d
GUN NAILS
15/32" CDX OR TYPICAL
7/16" OSB, ANCH ILI
0 4'd GUN 0/C, NAILS I 5/8" GYPSUM
I — — — — — — __J SOFFIT BOARD
�BEAM
& COLM (1) USP RT7A 0 EA
BEYOND LIND TRUSS UNO
1221 ENTRY PORCH GABLE END
21APRos SCALE: NTS
3"0 GALV. PIPE
FILLED W/CONC.
3 FEET ABOVE F.F
2 FEET BELOW F.F
HH
O
I
ia7
GARAGE BOLLARD DETAIL
BOLLARD 24APRO6 SCALE: NTS
A (1) #5 CONT. CENTERED 16" P.T. 2x8 FOR
TORSION SPRING (AS REQUIRED) SE
E ELEV.i
I --it----- — — — — — — — — — — — o--.------------_ ----- ---I I
I I
(1) #5 CONT,
I 1/2" 0 SCREW ANCHOR PT 2x6x16' ANCH W/ I
I I iv 3 1/2" EMBEDMENT 1/4"0 x 2-3/4" N I I
-H TAPCONS 0 24" 0/C H
00 00
1/2" 0 SCREW ANCHOR
`N 3 1/2" EMBEDMENT
I (REQUIRED ONLY FOR WINDLOAD POST) I )
I I P.T. 2x6x8' TYP. EACH END 1/2" 0 x 5" SCREW I I
z ANCHOR (TYPICAL) z
H (1) #5 CONT,
II ao 00
FIR OUT WALL w II II
li N FOR DRYWALL a NOTE:
ATTACHMENT. > A 1/2" DIA x 6" LG. II
II II (1) #5 CONT.— MIN, WEDGE ANCHOR OR II II
J -BOLT MAY BE USED IN N I
II II +I LIEU OF SCREW ANCH. {1 I II
------------------------------------------------
FOOTING AS PER FOUNDATION PLAN
#5 DOWEL WITH 25" OVERLAP
1301 GARAGE GOAL POST
iIJUN08 SCALE: NTS
Z
0
w
w
CONDITION #1:
REPAIR:
STRAP IS 0" TO 3/8" AWAY FROM EDGE
OF TRUSS,
NO REPAIR NECESSARY.
CONDITION #2:
STRAP IS 3/8"" TO 1-1/2" AWAY FROM
AT 48" 0/C ANCH.
EDGE OF TRUSS,
REPAIR:
PLACE MAXIMUM 2x4 BLOCK BETWEEN
NAILS PER CONN,
'
TRUSS AND STRAP. BEND PER DETAIL
SEE TRUSS ENGINEERING FOR
AND NAIL 7-10d,
CONDITION #3:
STRAP IS MORE THAN 1-1/2" AWAY FROMLLw
END T -BRACING DETAIL
EDGE OF TRUSS.
REPAIR:
PER DETAIL SHOWN W/ USP RT16 ANCH
I)
USP HTA16 SPACED 24"
TO WALL W/ (7) 3/16'x2" TAPCONS & TO
0/C (STAGGERED) -
TRUSS PER MFGR SPECS. *MAY USE 16"
PLACE ONE INSIDE AT
TWST STRAP & (4) 1/4"x2" IAPCONS,
STANDARD REPAIRS FOR STRAP MISALIGNMENT
APPLIES TO MULTIPLES AND CONSECUTIVE TRUSSES, AND MAY BE USED ON EITHER SIDE OF WALL.
STRAPRPR.DWG 15NOV07 SCALE: NTS
GABLE END NOTE: GABLE END TRUSS CL OF GABLE TRUSS
TRUSS STUDDED 24" 0/C FROM
CENTER LINE TYPICAL
CL "" rvolrni Ct. ad" NPIP&I �IT oa" TVPIC&I
3/4" PLYWOOD
NOTE;
RISERS AT 7 3/4" MAX &
TREADS AT 9
NOSING UNO " MIN W/ 1®�� 1ti
J'
" irti FQ'0 FQ`O
(3) 202 STRINGERS ANCH TO HDR
AND PLATE W/ (1) USP RT7A EA.
S ANCH, TO EA STUD W/ (2) 10d.
MIN, 1 1/2" WALL PROTECT U14DER STAIR SURFACE W/ 1/2" GYPBOARD
RETURN 0 TOP
& BOTTOM OF NOTE:
STAIRS 2x4 PLATE, ANCH TO (2) RISERS + (1) TREAD
FLR W/ (2) CUT NAILS SHALL NOT BE LESS THAN
CEMENT APPLIED TO LATH OVER
1225 GABLE END ATTACHMENT ONE BAYER OF AN APPROVED
zuanos SCALE: NTS WATER! RESISTANT BARRIER OVER
AN APPROVED HOUSE WRAP PER
FBC R703.6.3
USE 8d GUN NAILS (2" x .113"0 MIN,) SPACED 6" 0/C.
PLACE NAILS 3/8" MIN, FROM EDGES & 2" MIN FROM CORNERS,
PROVIDES 200 plf OF SHEAR STRENGTH,
1pl7/16" OSB SHEAR SPECIFICATIONS
21APR06 SCALE: NTS
8" BOND BEAM r-#5 CONT.
FOR 1x6 MIN PT '
BUCKS USE 6d CASE
HRD GUN NAILS 0 6" 0/C.
FOR 2x6 MIN BUCKS
USE 3/16"0 x 3" TAPCONS
AT 12" 0/C WITH
1-1/4" MIN EMBED.
EA. DOWNPOUR TO HAVE
#5 VERT, STEEL WITH 12"
HOOK. FOR 8'-0" WALL
USE 7'-8", FOR 9'-4"
WALL USE W-0" ETC.
CELL FILLED SOLID
CLEAN OUT --,
ACCESS HOLE
0902 DOOR SLIDER BUCK AND REBAR DETAIL
SCALE: NTS
7/16" OSB OR 15/32 CDX
ANCH W/ 8d GUN NAILS 0
6" 0/C UNO. EXTEND OSB
OVER FLOOR TRUSS-
-OR USE 1/2" DIA LAG SCREW
EA. FLOOR TRUSS (OR 24" 0/2
AT 2 1/4" FROM OUTSIDE EDGE
(PER CONNECTOR SCHEDULE)
1403 STAIR DETAIL
zzuumn SCALE: NTS
(MIN) INSULATION
OVER
OVER AIR CONDITIONED SPACE.
PRE-ENGINEERED TRUSS
AT 24" 0/C.
1/2" GYPSUM CEILING BOARD
DOUBLE 2x TOP PLATE
HEADER PER OPENING SIZE
WINDOW PER PLAN a
C;
SEAL ALL OPENINGS AND CRACKS
MARBLE SILL 4
1/2- DRYWALL (TYPICAL) I
v
u.
2x4 STUDS'AT 16" 0/C.
R-11 INSULATION
3/4" T & G DECKING ANCHORED WITH GLUE
AND Bd RING SHANK GUN NAILS AT 6" O.C.
(2) 1 O NAILS AT EACH TRUSS — --�
TRUSS ANCHOR- SEE CONNECTOR FLOOR TRUSS OR FLOOR
SCHEDULE JOIST (PER PLAN)
1/2" GYP CEIL BRD LINO
LINTEL COURSE WITH (1) #5 CONTINUOUS
AND #5 CORNER BARS WITH 25" TYPICAL
INOVERLAPS. FILL WITH 3000 psi PUMPMIX.
—S" U -SHAPED PRECAST LINTEL OVER ALL z
FIBERGLASS SHINGLES (6 NAILS EACH) OVER 15#
2x4 FLAT BLOCK
FELT ON 7/16" OSB OR 1/2" CDX. ANCHOR W/
AT 48" 0/C ANCH.
8d GUN NAILS AT 6" 0/C. (UNO)
W/ (2) 10d GUN
NAILS PER CONN,
'
�t —
TRUSS ANCHOR -SEE ANCHOR V,,M
SEE TRUSS ENGINEERING FOR
SCHEDULE II//
T -BRACING REFER TO GABLE
I
END T -BRACING DETAIL
CONCRETE F'c = 2500 psi
PROVIDED WITH TRUSS ENG,
3/4" P.T. FURRING STRIPS (TYPICAL) Ld
I)
USP HTA16 SPACED 24"
ALUMINUM DRIP EDGE
0/C (STAGGERED) -
�
PLACE ONE INSIDE AT
1 /2" DRYWALL (TYPICAL)
48" O/C AND ONE
ALUMINUM FASCIA OVER
OUTSIDE AT 48" O/C
2x NAILER
TEXTURED CEMENT II
PERFORATED ALUM,
CLEANOUT OPENING FOR EACH II
OR �INYL SOFFIT
GROUTED CELL
PAINT/SEALANT ON TEXTURED
CEMENT APPLIED TO LATH OVER
1225 GABLE END ATTACHMENT ONE BAYER OF AN APPROVED
zuanos SCALE: NTS WATER! RESISTANT BARRIER OVER
AN APPROVED HOUSE WRAP PER
FBC R703.6.3
USE 8d GUN NAILS (2" x .113"0 MIN,) SPACED 6" 0/C.
PLACE NAILS 3/8" MIN, FROM EDGES & 2" MIN FROM CORNERS,
PROVIDES 200 plf OF SHEAR STRENGTH,
1pl7/16" OSB SHEAR SPECIFICATIONS
21APR06 SCALE: NTS
8" BOND BEAM r-#5 CONT.
FOR 1x6 MIN PT '
BUCKS USE 6d CASE
HRD GUN NAILS 0 6" 0/C.
FOR 2x6 MIN BUCKS
USE 3/16"0 x 3" TAPCONS
AT 12" 0/C WITH
1-1/4" MIN EMBED.
EA. DOWNPOUR TO HAVE
#5 VERT, STEEL WITH 12"
HOOK. FOR 8'-0" WALL
USE 7'-8", FOR 9'-4"
WALL USE W-0" ETC.
CELL FILLED SOLID
CLEAN OUT --,
ACCESS HOLE
0902 DOOR SLIDER BUCK AND REBAR DETAIL
SCALE: NTS
7/16" OSB OR 15/32 CDX
ANCH W/ 8d GUN NAILS 0
6" 0/C UNO. EXTEND OSB
OVER FLOOR TRUSS-
-OR USE 1/2" DIA LAG SCREW
EA. FLOOR TRUSS (OR 24" 0/2
AT 2 1/4" FROM OUTSIDE EDGE
(PER CONNECTOR SCHEDULE)
1403 STAIR DETAIL
zzuumn SCALE: NTS
(MIN) INSULATION
OVER
OVER AIR CONDITIONED SPACE.
PRE-ENGINEERED TRUSS
AT 24" 0/C.
1/2" GYPSUM CEILING BOARD
DOUBLE 2x TOP PLATE
HEADER PER OPENING SIZE
WINDOW PER PLAN a
C;
SEAL ALL OPENINGS AND CRACKS
MARBLE SILL 4
1/2- DRYWALL (TYPICAL) I
v
u.
2x4 STUDS'AT 16" 0/C.
R-11 INSULATION
3/4" T & G DECKING ANCHORED WITH GLUE
AND Bd RING SHANK GUN NAILS AT 6" O.C.
(2) 1 O NAILS AT EACH TRUSS — --�
TRUSS ANCHOR- SEE CONNECTOR FLOOR TRUSS OR FLOOR
SCHEDULE JOIST (PER PLAN)
1/2" GYP CEIL BRD LINO
LINTEL COURSE WITH (1) #5 CONTINUOUS
AND #5 CORNER BARS WITH 25" TYPICAL
INOVERLAPS. FILL WITH 3000 psi PUMPMIX.
—S" U -SHAPED PRECAST LINTEL OVER ALL z
I I
OPENINGS WITH (1) #5 IN EACH 0
(2) 2x8 FOR OPENINGS TO 5'-4";
ANCH. PER CONN. SCHED.
(2) 2x10 FOR OPENINGS TO 6'-6";
2) 2x12 FOR OPENINGS >6'-6"
SE�EV LINO ON PLAN
SEAL ALL OPENINGS AND CRACKS
1x4 PT BUCKS ANCH TO CMU
W/ 1 3/8" T -NAILS OR 6d CASE
LL
HRD GUN NAILS AT 6" 0 C OR
PRECAST SILL BY PRECAST MANUFACTURER vJ
2x6 PT BUCKS ANCH W/3/16°0
I
x3" TAPCONS 0 12" 0/C W/ 1-1/4"
CONCRETE F'c = 2500 psi
MINUMUM EMBED.
3/4" P.T. FURRING STRIPS (TYPICAL) Ld
SCALE: NTS
WITH R4 (MINIMUM) INSULATION OVER
�
I I
1 /2" DRYWALL (TYPICAL)
(1) #5 DOWEL 12" MINIMUM
EA ENO OF HDR
EMBEDMENT AND 25" LAP -TYP
N
TEXTURED CEMENT II
BASE BOARD (TYPICAL)
CLEANOUT OPENING FOR EACH II
JACK STUD
JACKS
USE HORS
FOR RS OVER
5'-4" LONG
GROUTED CELL
---�
TYPICAL FOOTER - SEE FOUNDATION3
1/2" MINIMUM CONCRETE SLAB
PLAN FOR SIZE AND REINFORCEMENT —.-
REINFORCED WITH FIBERMESH ON
SHEATHING JOINTS
6 mil M.B. OVER WELL COMP, SOIL.
FULL STUD
CONCRETE F'c = 2500 psi
0111 TYPICAL
WALL SECTION
040CT07 SCALE: NTS
I I
1/2" DRYWALL (TYPICAL)
(2) 2x8 FOR OPENINGS TO 5'-4";
ANCH. PER CONN. SCHED.
(2) 2x10 FOR OPENINGS TO 6'-6";
2) 2x12 FOR OPENINGS >6'-6"
SE�EV LINO ON PLAN
USP SPTH SEE CONN
(TYP) SCHEDULE
DATE I
P.T. W000- CONTINUOUS
4E
TYPICAL FOOTER- SEE FOUNDATION
0
PLAN FOR SIZE & REINFORCEMENT
REINFORCED WITH FIBERMESH ON
INITIAL RELEASE
6 mil M.B. OVER WELL COMP. SOIL
MB
CONCRETE F'c = 2500 psi
? 1/4"0,x2-3/4"
SCREWS
TAPCON
0 24" 0/C UN
SCALE: NTS
MB
(2) USP MSTA24
W/ 18-10d x 1.5
(1) FRONT & (1) BACK
START REVISIONS
ARCHITECTURAL
EA ENO OF HDR
I DATE
N
BY
FACE NAIL FULL STUD
FACE NAIL FULL STUD TO
JACK WITH 10d GUN NAILS
AT 12" O.C. STAGGERED
JACK STUD
JACKS
USE HORS
FOR RS OVER
5'-4" LONG
JACK STUD
PT 2x
ONLY FOR HORIZONTAL
0
USE (2) JACKS
NAILS AT 12" O.C.
SHEATHING JOINTS
¢
FULL STUD
STAGGERED MIN 3/4"
V-4" LONG
FROM EDGE
LU
w
FULL STUD
2x FRAMING SPF
1/2"x4" (MIN) LAG
SCREW W/ 2" WASH
MID HEIGHT BLKNG
FOR WALLS OVER
10' AFF
G #2 AT i6" 0/C
USE 2x6 & MID
HT BLKNG BTWN
STUDS OVER 10'
LINO (SEE PLAN)
o
1
AT 24" O,C. (ONLY
AS STRAP
REQ'D IF SHEATHING
SEE CONN SCHED
6" MAX
USP SPTH
USI SPTH
PER CONN, SCHED).
EL.t 0'-0"
SERIES (TYP)
L
L L PT 2x4 CONT. L
SEE FOUNDATION PLAN
FOR WALLS RESISTING UPLIFT, USE 1/2"0 x 10"---Z48"
MINIMUM J -BOLT OR WEDGE ANCHOR WITH 2"0
WASHER SPACED PER CONN SCHED; OTHERWISE
USE SHOT NAILS OR CUT NAILS AT 24" O.C.
MAX, 6"
NOTE: IF WALL IS NON BEARING, THEN
UPLIFT CLIPS, STRAPS, OR SOT. PLT
ANCHOR BOLTS ARE NOT REQUIRED.
0801 BEARING FRAME BLOCK WALL DETAIL
20APFO6 SCALE: NTS
"
ANCHOR PER CONN, SCHED.
ANCHOR PER CONN, SCHED,—
(2) 1 O NAILS AT EACH TRUSS
ANCHOR PER CONN, SCHED.—
INTERIOR FRAME BEARING WALL
TRUSS (TYPICAL)
1/2" GYPSUM CEILING BOARD
DOUBLE 2z TOP PLATE
Z
O
UJ
a
w
— 1/2" DRYWALL (TYPICAL) N
V)
LU
— 2x4 STUDS AT 16" O.C.
— 3/4" T & G DECKING ANCHORED
WITH GLUE AND 8d RING SHANK
GUN NAILS AT 6" O.C.
@E 6
FLOOR TRUSS OR
FLOOR JOIST
g (PER PLAN)
1/2" GYPSUM CEILING BOARD
DOUBLE 2x TOP PLATE
(2) 2x8 FOR OPENINGS TO 5'-4'; BLOCK DOWN AT 16" O.C. AS RECD
1/2" DRYWALL (TYPICAL)
1/2" DIA x 10" LONG ANCHOR BOLT
(7" MINIMUM EMBEDMENT) AT 48"
ANCH. PER CONN. SCHED.
O.C, WITH 2" WASHERS (U.N.O.)
REV
DATE I
P.T. W000- CONTINUOUS
4E
TYPICAL FOOTER- SEE FOUNDATION
3 1/2" MINIMUM CONCRETE SLAB
PLAN FOR SIZE & REINFORCEMENT
REINFORCED WITH FIBERMESH ON
INITIAL RELEASE
6 mil M.B. OVER WELL COMP. SOIL
MB
CONCRETE F'c = 2500 psi
0133 INTERNAL BEARING TWO STORY FRAME WALL
22JUN08
SCALE: NTS
(2) 2x8 FOR OPENINGS TO 5'-4'; BLOCK DOWN AT 16" O.C. AS RECD
(2) 200 FOR OPENINGS TO C-6"; FOR WALL/WINDOW HEIGHT (ADDITIONAL
(2)ON ORgN OPENINGS >6'-6'; BLOCKING ABOVE HEADER IS ACCEPTABLE)
UNOSHEATHING
ACTS AS STRAP
REV
DATE I
DESCRIPTION
USP SPTH
APP.
(2) USP MSTA24 0
SERIES (TYP)
INITIAL RELEASE
EA END OHDR
MB
03
11J4N06
SEE REVISION SHEET
18-10dx 1.. 5 NAILS
MB
MERCEDES
START REVISIONS
ARCHITECTURAL
REV
I DATE
I DESCRIPTION
BY
FACE NAIL FULL STUD
BLOCKING REQUIRED
Z
JACK STUD
TO JACK W/ 10d GUN
ONLY FOR HORIZONTAL
0
USE (2) JACKS
NAILS AT 12" O.C.
SHEATHING JOINTS
¢
FOR HDRS OVER
STAGGERED MIN 3/4"
V-4" LONG
FROM EDGE
LU
FULL STUD
W
1/2"x4" (MIN) LAG
SCREW W/ 2" WASH
�—SHEATHING ACTS
AT 24" O,C. (ONLY
AS STRAP
REQ'D IF SHEATHING
STOPS 0 BOTT PLATE
USI SPTH
PER CONN, SCHED).
SERIES (TYP)
FLOOR TRUSS—I 1/2" A -BOLT 0 24" 0/C UNO (OR USP HTA16
0 24" 0/C) & SHEARWALL ENDS AS APPLICABLE
0712 2nd FLOOR FRAMING DETAIL
20APRD8 SCALE: NTS
COPYRIGHT 2008
All drawings, specifications and copies thereof are instruments of service and
remain the property of Mercedes Homes Inc. The reproduction or unauthorized
use of these documents or any other project without written permission from
Mercedes Homes Inc. is strictly prohibited. This design is protected by federal
copyright laws.
2x4 WOOD FRAME WALL 0 24" O.C.
(SEE FLOOR PLAN FOR HEIGHT)
3/4" T&G DECKING
(NOTCH AROUND 2x4)
(3) STAGGERED WS35 SCREWS (P 6" 0/C
INTO TRUSS VERTICAL
2x4 BLOCKING IN
BETWEEN STUDS
2x4 WOOD FRAME WALL 0 24 O.C.
(SEE FLOOR PLAN FOR HEIGHT)
3/4" T&G DECKING
(NOTCH AROUND 2x4)
(3) STAGGERED WS35 SCREWS 0 6" 0/C
INTO TRUSS VERTICAL
FLOOR TRUSS PERPENDICULAR W/WALL
1/2" DRYWALL
GUARD RAIL/HALF WALL ATTACHMENT
1644 TRUSS PERPENDICULAR W WALL
145EP06 SCALE: NTS
CITY OF nX SANFORD
Mercedes
MASTER REVISIONS
PACE DELUXE C"LAKE SMART
STRUCTURAL DETAILS
REV
DATE I
DESCRIPTION
BY
APP.
Q1
01OCT041
INITIAL RELEASE
PD
MB
03
11J4N06
SEE REVISION SHEET
PD
MB
MERCEDES
START REVISIONS
ARCHITECTURAL
REV
I DATE
I DESCRIPTION
BY
APP.
0
IDDMMMYYI
ISSUED FOR CONSTRUCTION
???
I ???
2x4 WOOD FRAME WALL 0 24" O.C.
(SEE FLOOR PLAN FOR HEIGHT)
3/4" T&G DECKING
(NOTCH AROUND 2x4)
(3) STAGGERED WS35 SCREWS (P 6" 0/C
INTO TRUSS VERTICAL
2x4 BLOCKING IN
BETWEEN STUDS
2x4 WOOD FRAME WALL 0 24 O.C.
(SEE FLOOR PLAN FOR HEIGHT)
3/4" T&G DECKING
(NOTCH AROUND 2x4)
(3) STAGGERED WS35 SCREWS 0 6" 0/C
INTO TRUSS VERTICAL
FLOOR TRUSS PERPENDICULAR W/WALL
1/2" DRYWALL
GUARD RAIL/HALF WALL ATTACHMENT
1644 TRUSS PERPENDICULAR W WALL
145EP06 SCALE: NTS
CITY OF nX SANFORD
Mercedes
HOMES
PACE DELUXE C"LAKE SMART
STRUCTURAL DETAILS
FISHER RODRIGUEZ
RESIDENCE
SCALE (UNO):
CDS #
SHEET:
NOT TO SCALE
ORL-000424-08
DRAWN BY
PROD. DEV.
SCT
PRE Q.S.
WALLS:
CHECKED BY
MASTER #
PROD. DEV.
QS-271904BL—Q2
MERCEDES
ARCHITECTURAL
AND ENGINEERING
SERVICES
10-
6905 North Wickham Road
STEPHE . KASTN P.E.
Suite #401
NSE # P 9528
Melbourne, FL 32940
STRU L CERTIFICATION ONLY
Phone: (321) 259-6972
i
h.�� — _�_ ... _,: _.._�.. —
�, ,�o,.-.,.w.�..+
ROOF TRUSS 'BJ3' QTY:2 F'T2 FLOOR TRUSS 'FT2' QTY: 10 FT4G FLOOR TRUSS 'FT4GH' QTY:1 ROOF TRUSS 'H131F' QTY:1
BJ3 _ _ P N -2-0 DEPTH:1 -4-0 E DATE: 08/14/08 SPAN:21 -10-8 DEPTH:1 -4-0 H 131 ILE DATE: 08/14/08 SPAN:40-0-0 DEPTH:6-10-3
FILE DATE. 08/14/08 SPAN;3 0 0 DEPTH:1 -10-3 FILE DATE: 08/14/08 S A .20
1
3 15 6 12 6F1 2
6 12
23 15
2 4
2 8
TRUSS REACTION SUMMARY
BOC; CREATION DATE:10 02/2008 1 1;22:36am
TRUSS REACTIONS ARE IN LBS
'
FLOOR TRUSS FT1GE QTY:1
FT 1 G�ILE DATE: 08/14/08 SPAN:21-2-0 DEPTH:1-4-0
TRUSS REACTION SUMMARY
[BOC:] CREATION DATE:10/02 2008 1 1;22:36om
TRUSS REACTIONS ARE IN LBS
TRUSS REACTION SUMMARY
BOC: CREATION DATE: 10/02/2008 1 1:22:36am
TRUSS REACTIONS ARE IN LBS
TRUSS REACTION SUMMARY
BOC:] CREATION DATE 10/02/2008 1 1:22:13am
TRUSS REACTIONS ARE IN LBS
FT4G FLOOR TRUSS 'FT4GE' QTY:1
ILE DATE: 08/14/08 SPAN:21-6-0 DEPTH:1-4-0
kw I
H121 ROOF TRUSS 'H121' QTY:1
FILE DATE: 08/14/08 SPAN:40 -0-0 DEPTH:6-4-3
6 12 6 F172
fl
1 r
ROOF TRUSS BJ1 QTY:2
BJ 1 FILE DATE: 08/14/08 SPAN:1-0-0 DEPTH:10-3
V 2 4
36 34 31 24 19
24
29 33 36
C5��t �
JOIN) NU. z__ is
GRAVITY (LBS) 1520 1520
UPLIFT (LBS) -1438^ 1438
1,
J
GRAVITY (LBS) 46 146
146 149 46
11
I
. .
148 151 55
. .......... .
36 33 29 24 19
2 _ 8
ROOF TRUSS 'BJ3' QTY:2 F'T2 FLOOR TRUSS 'FT2' QTY: 10 FT4G FLOOR TRUSS 'FT4GH' QTY:1 ROOF TRUSS 'H131F' QTY:1
BJ3 _ _ P N -2-0 DEPTH:1 -4-0 E DATE: 08/14/08 SPAN:21 -10-8 DEPTH:1 -4-0 H 131 ILE DATE: 08/14/08 SPAN:40-0-0 DEPTH:6-10-3
FILE DATE. 08/14/08 SPAN;3 0 0 DEPTH:1 -10-3 FILE DATE: 08/14/08 S A .20
1
3 15 6 12 6F1 2
6 12
23 15
2 4
2 8
JOINT N0.
3 4
3
4
JOINT N0. 19 24
31 34 36
JOINT N0. 15 23
TOP CHORDS CONNECTED AS FOLLOWS;
2 x 4 - 1 ROW AT 0-9-0 OC.
BOTTOM CHORDS CONNECTED AS FOLLOWS:
JOINT N0. 19
24
29 33 36
GRAVITY (LBS) 49 146 146 148 56
JOIN) NU. z__ is
GRAVITY (LBS) 1520 1520
UPLIFT (LBS) -1438^ 1438
JOINT N0. 2
2
GRAVITY (LBS) 46 146
146 149 46
GRAVITY (LBS) 66
151
148 151 55
GRAVITY (LBS) 107
17 19
UPLIFT (LBS) -214
-15
UPLIFT (LBS)
-239
UPLIFT (LBS)
-71
UPLIFT (LBS)
UPLIFT (LBS)
DDMMMYY1
ISSUED FOR CONSTRUCTION I
ROOF TRUSS 'BJ3' QTY:2 F'T2 FLOOR TRUSS 'FT2' QTY: 10 FT4G FLOOR TRUSS 'FT4GH' QTY:1 ROOF TRUSS 'H131F' QTY:1
BJ3 _ _ P N -2-0 DEPTH:1 -4-0 E DATE: 08/14/08 SPAN:21 -10-8 DEPTH:1 -4-0 H 131 ILE DATE: 08/14/08 SPAN:40-0-0 DEPTH:6-10-3
FILE DATE. 08/14/08 SPAN;3 0 0 DEPTH:1 -10-3 FILE DATE: 08/14/08 S A .20
1
3 15 6 12 6F1 2
6 12
23 15
2 4
2 8
' QTY:2
BJA ROOF TRUSS N:2- -0 F T2 C FLOOR TRUSS AN 22 82 0 DEPTH:1-4-0 ' QTY:2FT4H FILE DATE: 08/1FLO0R TRUSS 4/08 SAN 2 1-10-8 DEPTH:1-4-0 H 141 FILE DATE: 08/14/08ROOF USS SPAN:401 0-'0 VEPTH:7-4-3
FILE DATE. 09/24/08 SPAN.2 0 0 DEPTH.8 13 ILE DATE. 08/14/08 S _
2.5 12 1
15 6 12 6F1_2
2 4 23 15
i
2 10
JOINT N0. 23 4 JOINT NO. 15 23 JOINT NO. 1 15 JOINT NO. _ 2 10
GRAVITY (LBS) 132 41 39 GRAVITY (LBS) 1369 1043 GRAVITY (LBS) 1171 1171 GRAVITY (LBS) 1520 1520
UPLIFT (LBS) UPLIFT (LBS) -147`+ -1475
UPLIFT (LBS) -246 -59 -37 UPLIFT (LBS)
ROOF TRUSS BJB QTY:4 FLOOR TRUSS FT2E QTY:5 Q FLOOR TRUSS 'FT8' QTY:1 H 151 �' ROOF TRUSS 'H 151 F' QTY:1
FT 2 E _ _ _ FT 8 FILE DATE: 08 14 08 SPAN:4-0-4 DEPTH:1-4-0 VILE DATE: 08/14/08 SPAN:40- 0-0 DEPTH:? -10-3
BJB FILE DATE: 08/14/08 SPAN:4-0-0 DEPTH:1-1-13 FILE DATE. 08/14/08 SPAN:17-4 0 DEPTH:1 4 0 / /
HI
2.5 121/4
6F12 6 12
2 4 19 12 8 5
10
JOINT N0.
2 3 4
3
4
JOINT NO. I 15 1 19 1 2.5 1 26 Zo
DATE
JOINT N0. 15 23
TOP CHORDS CONNECTED AS FOLLOWS;
2 x 4 - 1 ROW AT 0-9-0 OC.
BOTTOM CHORDS CONNECTED AS FOLLOWS:
GRAVITY (LBS) 1520 1520
UPLIFT (LBS) =1506 -1506
JOINT NO. 1
15
GRAVITY (LBS) 49 146 146 148 56
JUIN I NU. _ Z 0
GRAVITY (LBS) 152 1523
UPLIFT (LBS) -855 -855
JOINT N0.
2
3
GRAVITY (LBS) 178
_
GRAVITY (LBS) 1 127 1048
GRAVITY (LBS) 1237
1344
GRAVITY (LBS)
169
64
55
UPLIFT (LBS)
-239
-140
-71
UPLIFT (LBS)
UPLIFT (LBS)
DDMMMYY1
ISSUED FOR CONSTRUCTION I
???
' QTY:2
BJA ROOF TRUSS N:2- -0 F T2 C FLOOR TRUSS AN 22 82 0 DEPTH:1-4-0 ' QTY:2FT4H FILE DATE: 08/1FLO0R TRUSS 4/08 SAN 2 1-10-8 DEPTH:1-4-0 H 141 FILE DATE: 08/14/08ROOF USS SPAN:401 0-'0 VEPTH:7-4-3
FILE DATE. 09/24/08 SPAN.2 0 0 DEPTH.8 13 ILE DATE. 08/14/08 S _
2.5 12 1
15 6 12 6F1_2
2 4 23 15
i
2 10
JOINT N0. 23 4 JOINT NO. 15 23 JOINT NO. 1 15 JOINT NO. _ 2 10
GRAVITY (LBS) 132 41 39 GRAVITY (LBS) 1369 1043 GRAVITY (LBS) 1171 1171 GRAVITY (LBS) 1520 1520
UPLIFT (LBS) UPLIFT (LBS) -147`+ -1475
UPLIFT (LBS) -246 -59 -37 UPLIFT (LBS)
ROOF TRUSS BJB QTY:4 FLOOR TRUSS FT2E QTY:5 Q FLOOR TRUSS 'FT8' QTY:1 H 151 �' ROOF TRUSS 'H 151 F' QTY:1
FT 2 E _ _ _ FT 8 FILE DATE: 08 14 08 SPAN:4-0-4 DEPTH:1-4-0 VILE DATE: 08/14/08 SPAN:40- 0-0 DEPTH:? -10-3
BJB FILE DATE: 08/14/08 SPAN:4-0-0 DEPTH:1-1-13 FILE DATE. 08/14/08 SPAN:17-4 0 DEPTH:1 4 0 / /
HI
2.5 121/4
6F12 6 12
2 4 19 12 8 5
10
ROOF TRUSS 'CJ5' QTY:1 qK FLOOR TRUSS 'FT2EGE' QTY:1 GFA ROOF TRUSS 'GFA' (2 PLY) QTY:1 H161 ROOF TRUSS 'H161' QTY:1
CJ5FILE DATE: 08/14/08 SPAN:? -0-2 DEPTH:2-9-15 FT2E DATE: 08/14/08 SPAN:17-3-0 DEPTH:1-4-0 FILE DATE: 08/14/08 SPAN:4-6-0 DEPTH:1-1- 0 FILE DATE: 08/14/08 SPAN:40-0-0 DEPTH:8-4-3
4 � � lu
4.24 12 3
28 26 23 19 15 6 4 612 612
2 4
.TRUSS PLY CONNECTION FASTENERS 2 9
2—PLY TRUSS TO BE CONNECTED TOGETHER WITH 10D (0,148"X'3") NAILS AS FOLLOWS: JOINT NO. 1 2 1 9
JOINT N0.
2 3 4
PACE DELUXE Ca -)LAKE SMART
4
JOINT NO. I 15 1 19 1 2.5 1 26 Zo
DATE
JOINT N0, 12 19
TOP CHORDS CONNECTED AS FOLLOWS;
2 x 4 - 1 ROW AT 0-9-0 OC.
BOTTOM CHORDS CONNECTED AS FOLLOWS:
GRAVITY (LBS) 1520 1520
UPLIFT (LBS) =1506 -1506
JOINT N0.
1 5 1 8
GRAVITY (LBS) 49 146 146 148 56
JUIN I NU. I _i' __L I U
GRAVITY (LBS) 1523 1523
UPLIFT (LBS) -884 - -884
JOINT NO.
2
3
GRAVITY (LBS) 178
GRAVITY (LBS) 925 931
GRAVITY (LBS)
207 207
GRAVITY (LBS)
202
94
75
UPLIFT (LBS)
-355
-147
-71
UPLIFT (LBS)
UPLIFT (LBS)
DDMMMYY1
ISSUED FOR CONSTRUCTION I
???
ROOF TRUSS 'CJ5' QTY:1 qK FLOOR TRUSS 'FT2EGE' QTY:1 GFA ROOF TRUSS 'GFA' (2 PLY) QTY:1 H161 ROOF TRUSS 'H161' QTY:1
CJ5FILE DATE: 08/14/08 SPAN:? -0-2 DEPTH:2-9-15 FT2E DATE: 08/14/08 SPAN:17-3-0 DEPTH:1-4-0 FILE DATE: 08/14/08 SPAN:4-6-0 DEPTH:1-1- 0 FILE DATE: 08/14/08 SPAN:40-0-0 DEPTH:8-4-3
4 � � lu
4.24 12 3
28 26 23 19 15 6 4 612 612
2 4
.TRUSS PLY CONNECTION FASTENERS 2 9
2—PLY TRUSS TO BE CONNECTED TOGETHER WITH 10D (0,148"X'3") NAILS AS FOLLOWS: JOINT NO. 1 2 1 9
cipFILE
JOINT N0.
2 3 4
PACE DELUXE Ca -)LAKE SMART
FLOOR TRUSS
FT2E
JOINT NO. I 15 1 19 1 2.5 1 26 Zo
DATE
JOINT N0. 2
TOP CHORDS CONNECTED AS FOLLOWS;
2 x 4 - 1 ROW AT 0-9-0 OC.
BOTTOM CHORDS CONNECTED AS FOLLOWS:
GRAVITY (LBS) 1520 1520
UPLIFT (LBS) =1506 -1506
GRAVITY (LBS)
240 206 145
GRAVITY (LBS) 49 146 146 148 56
UPLIFT (LBS)
-317 -411
UPLIFT (LBS)
cipFILE
TRUSS 'CJP'
QTY:2
PACE DELUXE Ca -)LAKE SMART
FLOOR TRUSS
FT2E
'FT2EH' QTY:2
DATE
JOINT N0. 2
2 X 4 —
WEBS CONNECTED
1 ROW AT 0-9-0 OC, >
AS FOLLOWS;
38
GRAVITY (LBS)
H 1 ! 1VILEDATE:
ROOF TRUSS 'H 171 F' QTY:1
08/14/08 SPAN_40--0-0 DEPTH:8-10-3
34
DATE: 08/14/08 SPAN:8-5-1
DEPTH:1-6-11ROOF
GRAVITY (LBS) 178
ILE
DATE: 08/14/08 SPAN:17-3-0
291
DEPTH:1-4-0
-218 -1 IS
; 1;63
-402
UPLIFT (LBS)
DATE.
DESCRIPTION
BY
APP.
0
DDMMMYY1
ISSUED FOR CONSTRUCTION I
???
I ???
2 X 4—
1 ROW AT 0-9-0 OC.
1 .77 F12
4
2
- r--�---
612
612
2
5
21
/
2
9
JOINT NO. 4
6
JOINT NO. _2'_ 9
JOINT N0. 2
GRAVITY (LBS) 307
4 5
81 1 337
JOINT NO.
GRAVITY (LBS)
12
916
21
916
GRAVITY (LBS) 2107
2107
GRAVITY (LBS) 152.3_ 1523
UPLIFT (LBS) -593 -135
-475
UPLIFT (LBS)
UPLIFT (LBS)
UPLIFT (LBS) ^909 --909
H 101 `�`I
ROOF TRUSS 'H101GE'
DATE: 08/14/08 SPAN:40-0-0
QTY:1,'
DEPTH:5 4-3
H 1 S 1 FILE DATE:
ROOF TRUSS 'H'I81' QTY:1
08/14/08 SPAN:40-0--0 D�EPTH:9-4-3
FLOOR TRUSS 'FT1' QTY:6
FLOORUSSSPA'
FT 1
FLOOR TRUSS 'FT2GE' QTY:1
F Y � G' tILE
FILE DATE: 08 0-1
1-8 DEPTH:1-4-0
DATE: 08/14/08 SPAN:20-1-0
DEPTH:1-4-0
612
6 Ff2
612
612
Jr7
iH
t�
Z72 -A
22 14
34 32 28 24 18
2 38 33 27 20
2
� 9
FLOOR TRUSS 'FT1 C' QTY:3 F'T4 FLOOR TRUSS 'FT4' QTY:S Hill VILE ROOF TRUSS 'H 11 1F' QTY:1 F ROOF TRUSS i-11.I1F QTY:1
T1C _ _ _ _H191a'F 'FFILE DATE. 08/14/08 SPAN:24 7 8 DEPTH:1 4 0 FILE DATE: 08/14/08 SPAN:21-10-8 DEPTH:1-4-0 DATE: 08/14/08 SPAN:40-0-0 DEPTH:5-10-3 ILE DATE: 08/14/08 SPAN:40-0--0 DEPTH:9-10-3
6 12 6 12 4f!��
28 20 24 14 6 12 6 12
2 10
2 9
JOINT N0. 14 22
GRAVITY (LBS) 1124 1130
UPLIFT (LBS)
JOINT N0, 14 24
GRAVITY (LBS) 1185 1179
,�i ir-Y �i r-, e-
PACE DELUXE Ca -)LAKE SMART
JOINT N0. 2 10
REV
DATE
JOINT N0. 2
20 27
33
38
GRAVITY (LBS)
JOINT NO. _ 14- 9
GRAVITY (LBS) 1520 1520
UPLIFT (LBS) -'1536 --1576
JOINT NO. 18 24 28 32
34
GRAVITY (LBS) 6 146 146 151
6
GRAVITY (LBS) 178
1 178 147
147
291
UPLIFT (LBS) -176
-218 -1 IS
; 1;63
-402
UPLIFT (LBS)
DATE.
DESCRIPTION
BY
APP.
0
FLOOR TRUSS 'FT1 C' QTY:3 F'T4 FLOOR TRUSS 'FT4' QTY:S Hill VILE ROOF TRUSS 'H 11 1F' QTY:1 F ROOF TRUSS i-11.I1F QTY:1
T1C _ _ _ _H191a'F 'FFILE DATE. 08/14/08 SPAN:24 7 8 DEPTH:1 4 0 FILE DATE: 08/14/08 SPAN:21-10-8 DEPTH:1-4-0 DATE: 08/14/08 SPAN:40-0-0 DEPTH:5-10-3 ILE DATE: 08/14/08 SPAN:40-0--0 DEPTH:9-10-3
6 12 6 12 4f!��
28 20 24 14 6 12 6 12
2 10
2 9
11 1 UPLIFT (LBS) I I I I ur-uF i / I I I I
' - '' 1
COPYRIGHT 2008
All drawings, specifications and copies thereof are instruments of service and
remain the property of Mercedes Homes Inc. The reproduction or unauthorized
use of these documents or any other project without writtenpermission from
Mercedes Homes Inc. is strictly prohibited. This design is protected by federal
copyright laws.
JOINT N0. 20 28
GRAVITY (LBS) 1566 1118
JOINT N0, 14 24
GRAVITY (LBS) 1185 1179
,�i ir-Y �i r-, e-
PACE DELUXE Ca -)LAKE SMART
JOINT N0. 2 10
REV
DATE
JOINT N0.
_,2_ 9
APP.
GRAVITY (LBS) 1523 1523
GRAVITY (LBS)
1523 1523
UPLIFT (LBS) -822 -822
UPLIFT (LBS)
-932- -932
11 1 UPLIFT (LBS) I I I I ur-uF i / I I I I
' - '' 1
COPYRIGHT 2008
All drawings, specifications and copies thereof are instruments of service and
remain the property of Mercedes Homes Inc. The reproduction or unauthorized
use of these documents or any other project without writtenpermission from
Mercedes Homes Inc. is strictly prohibited. This design is protected by federal
copyright laws.
T4NOTESgN MET 17APRO7
TRU S DESIGN/CONSTRUCTION NOTES
1, ALL PERMANENT BRACING SHALL BE PER BCSI—B 1
SUMMARY SHEET PROVIDED W/TRUSS DELIVERY PKG
2. BOTTOM CHORD LATERAL BRACING REQUIREMENTS ARE
MET WITH RIGID CEILING DIRECTLY APPLIED
3. TRUSS DESIGN SOFTWARE IS MITEK VERSION 6.5
WHEN BRACING IS REQUIRED IT WILL APPEAR AS SHOWN
TRUSS LAYOUT & REACTIONS HAVE BEEN
REVIEWED IN COOPERATION WITH:
SPACE COAST TRUSS, INC.
1410 WHITE DR.
TITUSVILLE, FLORIDA 32780
PHONE: (321) 633-7511
EST. 1989 FAX: (321) 633-7544
THIS STRUCTURE IS TO BE DESIGNED AT THE WIND SPEED
AND PRESSURES SHOWN ON THE T1 SHEET AS A MINIMUM, IT
IS ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF
SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED
AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS.
CITY OF SANFORD
TRUSS DESIGN CRITERIA
MASTER REVISIONS
PACE DELUXE Ca -)LAKE SMART
ROOF TRUSS LOADING
REV
DATE
DESCRIPTION
BY
APP.
Q1
01OCT04
INITIAL RELEASE
PD
MB
Q3
11JAN06
SEE REVISION SHEET
PD
MB
BOTTOM CHORD LIVE LOAD:
0 PSF
START REVISIONS
5 PSF
TRUSS SY MS ENGINEER
REV
DATE.
DESCRIPTION
BY
APP.
0
DDMMMYY1
ISSUED FOR CONSTRUCTION I
???
I ???
T4NOTESgN MET 17APRO7
TRU S DESIGN/CONSTRUCTION NOTES
1, ALL PERMANENT BRACING SHALL BE PER BCSI—B 1
SUMMARY SHEET PROVIDED W/TRUSS DELIVERY PKG
2. BOTTOM CHORD LATERAL BRACING REQUIREMENTS ARE
MET WITH RIGID CEILING DIRECTLY APPLIED
3. TRUSS DESIGN SOFTWARE IS MITEK VERSION 6.5
WHEN BRACING IS REQUIRED IT WILL APPEAR AS SHOWN
TRUSS LAYOUT & REACTIONS HAVE BEEN
REVIEWED IN COOPERATION WITH:
SPACE COAST TRUSS, INC.
1410 WHITE DR.
TITUSVILLE, FLORIDA 32780
PHONE: (321) 633-7511
EST. 1989 FAX: (321) 633-7544
THIS STRUCTURE IS TO BE DESIGNED AT THE WIND SPEED
AND PRESSURES SHOWN ON THE T1 SHEET AS A MINIMUM, IT
IS ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF
SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED
AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS.
CITY OF SANFORD
TRUSS DESIGN CRITERIA
PROJECT ADDRESS:
PACE DELUXE Ca -)LAKE SMART
ROOF TRUSS LOADING
WIND LOADING; 140 MPH Exp, "C" Fully Enclosed
TOP CHORD LIVE LOAD;
20 PSF
TOP CHORD DEAD LOAD:
7 PSF
BOTTOM CHORD LIVE LOAD:
0 PSF
BOTTOM CHORD DEAD LOAD:
10 PSF
FLOOR TRUSS LOADING (IF
APPLICABLE)
TOP CHORD LIVE LOAD:
40 PSF
TOP CHORD DEAD LOAD:
10 PSF
BOTTOM CHORD LIVE LOAD:
0 PSF
BOTTOM CHORD DEAD LOAD:
5 PSF
T4NOTESgN MET 17APRO7
TRU S DESIGN/CONSTRUCTION NOTES
1, ALL PERMANENT BRACING SHALL BE PER BCSI—B 1
SUMMARY SHEET PROVIDED W/TRUSS DELIVERY PKG
2. BOTTOM CHORD LATERAL BRACING REQUIREMENTS ARE
MET WITH RIGID CEILING DIRECTLY APPLIED
3. TRUSS DESIGN SOFTWARE IS MITEK VERSION 6.5
WHEN BRACING IS REQUIRED IT WILL APPEAR AS SHOWN
TRUSS LAYOUT & REACTIONS HAVE BEEN
REVIEWED IN COOPERATION WITH:
SPACE COAST TRUSS, INC.
1410 WHITE DR.
TITUSVILLE, FLORIDA 32780
PHONE: (321) 633-7511
EST. 1989 FAX: (321) 633-7544
THIS STRUCTURE IS TO BE DESIGNED AT THE WIND SPEED
AND PRESSURES SHOWN ON THE T1 SHEET AS A MINIMUM, IT
IS ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF
SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED
AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS.
CITY OF SANFORD
Mercedes
HOMES
PACE DELUXE Ca -)LAKE SMART
TRUSS PROFILES
FISHER RODRIGUEZ
RESIDENCE
SCALE (UNC);
CDS #
SHEET;
1/4" = 1'-0"
ORL-000424-08
��
DRAWN BY
PROD. DEV.
SCT
PRE Q.S.
WALLS;
CHECKED BY
MASTER N
PROD. DEV.
QS-271904BL-Q2
MERCEDES
ENGINEER OF ORD AN
ARCHITECTURAL
TRUSS SY MS ENGINEER
AND ENGINEERING
SERVICES
10-02-0
6905 North Wickham Road
STEPHEN E ST R P. E.
Suite #401
LICE # P 39528
Melbourne, FL 32940
Phone: (321) 259-6972
1FOR RUCT CERTIFICATION ONLY
i ��