HomeMy WebLinkAbout158 Venetian Bay Cir 04-1555 New SFHr
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CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
Morrison Homes
151 Southhall Ln #200
Maitland, FL 32751
407-257-6940
CRC 041929
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MI SCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PE-RN.11T NUIMBER
FEE
FEE
e
SUBDIVISION Ve,
PER vIIT # 6
DATE ✓' �� _�; � _ ��
PERMIT DESCRIPTION}
PERMIT VALUATION U�,
SQUARE FOOTAGE C� , L- 9
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A
WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS,
SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIER ALL INFORMATION CONTAINED HEREIN
PRIOR TO COMMENCEMENT OF CONSTRUCTION. BEAUMONT & ASSOCIATES, INC. IS NOT
RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED
AND NOT REPORTED TO BEAUMONT & ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO
EXCEPTIONS.
GENERAL NOITES
DESIGN REQUIREMENTS
1. DESIGN LIVE LOADS(MINIMUM):
A) FLOORS - 40 PSF
B) DECKS - 40 PSF
C) STAIRS - 40 PSF
D) ROOFS W/SLOPE 4" TO 12" PER FOOT - 16 PSF
E) ROOFS W/SLOPE LESS THAN 4" PER FOOT - 20 PSF
WIND DESIGN LOAD INFORMATION -
(PER FBC CHAPTER 16 SECTION 1606.1.1, REF. ASCE 7-98 CHAPTER 6)
1. BASIC WIND SPEED = 120 MPH(3 SECOND GUST)
2. WIND IMPORTANCE FACTOR = 1.00 (ACSE 7-98, TABLE 6-1, PG.55)
BUILDING CATEGORY = II (ASCE 7:� 98, TABLE 1-1, PG.4)
3. WIND EXPOSURE(ALL SIDES) =B (ASCE 7-98, SECTION 6.5.6, PG.28)
4. INTERNAL PRESSURE COEFFICIENTS(ASCE 7-98, TABLE 6-7, PG.62)
ENCLOSED BUILDINGS = ;0.18
PARTIALLY ENCLOSED BUILDINGS = ;0.55
(NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES
ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER
ASCE 7-98 DEFINITIONS CLASSIFYING AS SUCH)
5. ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL
BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES:
FOR WALL LOCATIONS: -35 PSF, +26 PSF
FOR ROOF LOCATIONS: -46 PSF, +14 PSF
(ACSE 7-98, TABLE 6-3A, PG.57)
FOUNDATIONS
1. SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS
AND 98% UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED
BY ASTM- 1557 (MODIFIED PROCTOR)
2. LAP VAPOR BARRIER JOINTS 4" AND CONTINOUSLY
TAPE SEAMS
3. FOUNDATIONS AND FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL
BEARING OF 2000 PSF
M o d. e 7 9
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OAST IN PLACE CONCRETE MASONRY WALL CONSTRUCTION (CONT.)
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A
STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM
PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR COMPRESSIVE STRENGTH OF 3000 PSI.
ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF
0.58. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE
DRAWINGS WITH CELLS FILLED WITH COARSE GROUT.
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC
DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION
GRADE 40. AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING
OF 8'-0" U.N.O. REINFORCEMENT SHALL BE
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL
6x6xW1.4xWI.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN UNLESS OTHERWISE NOTED.
AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMIX OF
EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 30"
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH UNLESS NOTED OTHERWISE ON THE DRAWINGS.
"THE BUILDING CODE REQUIREMENTS FOR REINFORCED 8. HOOKS AT 'POP & BOTTOM OF VERTICAL REINFORCING BARS
CONCRETE" ACI 318 LATEST EDITION, AND TO BOND COARSE AND FOOTING TO BE ?10 LESS THAN 12 BAR
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS," ACI 301. DIAMETERS EXCLUDING BEND
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE.
(EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED.
MIN. 12" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED.
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL WOOD CONSTRUCTION
BE 48 BAR DIAMETERS.
1, WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA
BOLTS AND THREADED RODS "NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION", LATEST EDITION.(NDS)
1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER(U.N.O.) 2, ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR
WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS.
MASONRY WALL CONSTRUCTION (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SOUTHERN
YELLOW PINE OR EQUIVALENT, NO. 2 GRADE SHALL BE USED
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL REGARDLESS OF SPECIES.
WEIGHT, GRADE N, TYPE 2, CONFORMING
3. TOP AND BOTTOM PLATES OF LOAD BEARING WALLS MUST BE
TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE
STRENGTH OF 2000 PSI (f'm = 1900 PSI) SOUTHERN YELLOW PINE NO. 2 OR EQUIV.
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM
C270.
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE
NO MORE THAN 1".
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237 S. Westmoute Dr. Suite 210
Altamonte Springs, 1'1 32714
Phone: (407) 673 - 7247
Fax: (407) 673 - 7248
R E D R A W Irl"' 1. E V I S I 0i'"N'S TO MASTEA
R,- I L..T.
PRE -FABRICATED WOOD TRUSSES
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY
FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH
HURRICANE CLIPS OR ANCHORS.
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR
LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES.
MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS
AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS
ENGINEER OF RECORD
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN
ACCORDANCE WITH THE LATEST EDITION OF THE
4. "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE
LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE
NATIONAL FOREST PRODUCTS ASSOCIATION.
5. TRUSS MEMBERS AND CONNECTIONS SHALL BE
PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS
INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND
THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD
LOAD.
6. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS
REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON
PLANS.
7. TRUSS ELEVATIONS 'AND SECTIONS ARE FOR GENERAL
CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE
NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS
MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
TRUSS DESIGN LOADS
TOP CHORD: LL = -20; PSF
DL = 10 PSF(SHINGLE TYPE ROOF COVER)
DL = 14 PSF AT OVERBUILT
BOTTOM CHORD : DL = 10 PSF
WIND LOAD : SEE DESIGN REQUIREMENTS
(TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER)
a r '4 G�
PRE -FABRICATED WOOD TRUSSES (CONT.)
t.
8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS,
WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS.
TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
BRACING MEMBERS, AND ALL TRUSS TO TRUSS BANGERS.
9. PROVIDE ADDITIONAL BRACING AND BLOCKING PER HIB-91
AND TRUSS MANUFACTURER'S DRAWINGS
FIELD REPAIR NOTES
1. DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE
OMITTED REBAR, AND INSTALL NO, 5 BAR INTO EPDXY FILLED HOLE
EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT. FOLLOW
MANUFACTURE'S INSTRUCTIONS. ASSURETHAT ALL DUST AND DEBRIS
FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED
AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
MANUFACTURER'S SPECIFICATIONS, THEN ,FILL (,`ELL IN THE NORMAL
WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP
OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND).
2. MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS
OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD
WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION
INSTRUCTIONS ARE FOLLOWED.
3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1)#5 VERT. IN CONC. FILLED
CELL EA. SIDE OF JOINT(BAR DOES NOT HAVE TO BE CONT. TO FTG.)
4. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS
5. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S
6. WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD
BEARING WALLS
7. MISSED META-16 LINTEL STRAPS FOR MASONRY
CONSTRUCTION MAY BE REPLACED w/ SIMPSON MTSM16
TWIST STRAP(S) w/ (7) 10d ® TRUSS & (4) 1/4 x 2 1/4 TAPCONS
0 CMU EACH. USE (1) FOR UPLIFTS OF 840 LBS. OR LESS. USE (2)
FOR UPLIFTS OF 841 LBS. TO 1680 LBS � OTHERS ON CASE
BY CASE BASIS TO BE APPROVED BY ENGINEER OF RECORD.
4.s.!
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ROBERT M. MONTA, P.E
COLTER SHEET
GENERAL NOTES
project no. 3031047
date:
12/05/03
scale:
NONE
checked:
drawn:
KAH
a
Arop-mwal
1/411=11_011
TO CITY SEWER
1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER.
ALL JOINTS TO BE LAPPED MIN. 6 AND SEALED
(ALL SLABS ON GRADE)
2 PROVIDE 3-1/2" CONC. SLAB 11/ 6x6xlf1.4xWI.4 WELDED
WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR
BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL
(FIBER MESH MAY BE USED ILO WWM, WHEN FIBER
MESH. MEETS OR EXCEEDS SPECIFICATIONS SET
FORTH IN THE FBC 2001 EDITION). IN LIEU OF TERMITE
TREATED FILL, CENTRICON STYLE WHOLE HOUSE
TERMITE TREATMENT SYSTEM MAY BE UTILIZED,
TO BE INSTALLED BY QUALIFIED PROFESSIONAL.
3 VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM(FTG.
AND TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS
EXCLUDING BEND®EA. END. LAP SPLICES SHALL BE
NO LESS THAN 30"
4 CONSULT 11/MAN. SPECIFICATIONS PRIOR TO POURING OR
RECESSING DOOR SILLS.
5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT
AWAY FROM HOUSE.
6 CONTROL JOINTS(IF SHOWN) ARE NOT REQUIRED BY
CODE BUT ARE SUGGESTED ESPECIALLY WHENUSING FIBER REINF. CONC. CONTROL JOINTS TO BE SAW
CUT A DEPTH OF OF TH THICKNESS OF THE SLAB. FILL
CUT if/APPROVED JOINT MATERIAL OR USE ALTERNATE
APPROVED METHOD,
INDICATES FILLED CELLFTG TO TIEIOUT BEAM(6 0'0 C. MAX WITIU.N.O.)(REFEVERT,R TO NOTES)
• 1/2" J—BOLT @ 6" FROM EA. END ® 32" O.C. MAX.
B.T.
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ROBERT M. MONTA, P.E
FOUNDATION PLAN
PLUMBING RISERS/GENERAL NOTES
project no. 3031047
date:
12/05/03
scale:
AS NOTED
checked:
drawn:
KM
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rr � r'ri trrl�
(2)
24'-8"
11'-5"
18.8 1 1.4
+ 28+ 26
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GARAGE DOOR TO BE \
RATED FOR 120 MPH 16
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211-411 1-011
40' _ O I I 4J K/
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12' -8"
21-411
O WINDOW 5GNEDULE
HEIGHT
THICKNESS
COMMENTS
TYPE
LIGHTS
GLASS
HD. HGT.
BUCK DIMENSIONS
E2WIDTH
1
5'-0"
6'-8"
1 3/4"
3'-0" MTL DOOR W/ (2) 12" S!_ A
C-25
SEE ELEV.
CLEAR
SEE ELEV.
31 3/4"X63"
10 —0"
7'-0"
------
OVERHEAD GARAGE DOOR 5
C-1/2-35
SEE ELEV.
CLEAR
6-0"
27 1/4"X63"
3
2'-5"
6'-8"
1 3/4"
EXTERIOR W/ 12" S.L. C
r.G.
SEE ELEV.
TMP/05SC
8'-0"
49"X49"
4
2'-8"
6'-S"
------
H.C. INTERIOR D
C-35
SEE ELEV.
CLEAR
8'-0"
54"X63"
5
2'-6"
6'-8"
1 3/4"
H.G. INTERIOR E
WC-25
SEE ELEV.
CLEAR
SEE ELEV.
W/ HALF / S
6
2'-0"
6'—S"
1 1/2"
H.C. INTERIOR F
TRANS.
SEE ELEv
CLEAR
10'-3"
56"48
7
2'-011
6'-S"
1 1/2"
51-TOLD - 6 PANEL
8
2'-6"
6'-8"
1 i/2"
BI-SOLD - 6 PANEL
9
(2) 2'-6"
6'-8"
1 1/2"
51-FOLD - (o PANEL
10
8'-0"
8'-0"
1" NOM.
SLIDING GLASS POOR
11
3'-0"
6'-S"
1 3/4"
FRENCH DOOR
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fPSUM E30ARD
.IOWER
(3 2" LEC) E IN 5�4011IR
..........
1. ALL EXTERIOR WALL SHALL ASSUMED TO
BE LOAD BEARING. SEE FLOUR PLAN
AND FOUNDATION PLAN FOR C.M.U.
WALL REINFORCEMENT LOCATIONS.
2. WINDOW AND DOOR SUPPLIERS SHALL
CURRENT ROUGH OPENING INFORMATION
WHICH SHALL HAVE PRECEDENCE OVER
THE WINDOW AND DOOR SHEDULES ON
PLANS,
3. CABINET MANUFACTURER SHOP DRAWINGS
SHALL HAVE PRECEDENCE OVER THE
INTERIOR CABINET ELEVATIONS SHOWN ON PLANS.
4. DO NOT SCALE; PLANS. DIMENSIONS ARE
TO BE FOLLOWED AS NOTED.
5. ALL GLASS LOCATED IN HAZARDOUS
LOCATIONS SILALL COMPLY 3iIT1I
SECTION 2405.2.1 OF THE FLORIDA
BUILDING CODE 2001 EDITION.
6. ALL GARAGE/OVER HEAD DOORS SHALL BE
LISTED AND TESTED FOR 30 SECONDS AT DESIGN
PRSSURE(+/-) TO INCLUDE A 10 SECOND GUST AT 1.5
TIMES THE DESIGN PRESSURE.
7. MOISTURE BARRIER: ALL EXTERIOR HALLS TO HAVE
APPROVED MOISTURE BARRIER NOT LESS THAN NO. 15
FELT, KRAFT WATER PROOF COVERING, TYVEK (OR EQ.),
OR PAPER BACKED MTL LATH FOR STUCCO.
APPLY WITH A MINIMUM OF 6" VERTICAL LAP
(UPPER LEVER OVER LOWER LEVEL) AT
VERTICAL JOINTS. FASTEN PER MAN. SPECS.
*14
INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR
LOAD BEARING ). 12'-0- TOP OF CMU
INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR
LOAD BEARING ). 10'-0" TOP OF CMU
INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR
fTTIT1T�
LOAD BEARING ). 9'-4" TOP OF CMU
WW 111111LL
INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR
LOAD BEARING ). 8'-0" TOP OF CMU
INDICATES HALLS TO BE UTILIZED FOR TRUSS
17727777.7.1
BEARING 2x4 HOOD STUDS @ 16" O.C. U.N.O.„
INDICATES 25 GA. MTL. STUDS 24" O.C. MAX.
------I
(NON LOAD BEARING INTERIOR PARTITIONS
ONLY.) (U.N.O.)
INDICATES FILLED CELL WITH (1) VERTICAL
#5 GROUTED SOLID, (U.N.O.) BAR TO BE CONT.
Q
BOND COURSE TO FOOTING, REFER TO
COVER SHEET FOR SPLICE AND BEND REQ.
DENOTES OPENING SURFACE
WINDOW TYPE
AREA AND DESIGN PRESSURES
A
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(PSF) TYP.
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revisions
FLOOR PLAN
GENERAL NOTES
project no. 3031047
date:
revisions
FLOOR PLAN
GENERAL NOTES
project no. 3031047
date:
12/05/03
scale:
AS NOTED
checked:
drawn:
KM
m
a
LINTEL LAYOUT PLAN 'A' ,/,•,,-m"
MATERIALS
1, f'c precast lintels = 3500 psi.
2• f'c prestressed lintels = 6000 psi.
3. f'c grout = 3000 psl w/ maximum 3/8' aggregate.
4. Concrete masonry units <CMU) per ASTM C90 w/
minimum net area compressive strength = 1900 psi.
5. Rebar provided In precast lintel per ASTM A615 GR60.
Field rebar per ASTM A615 GR40 or GR60.
6. Prestressing strand per ASTM A416 grade
270 low relaxation.
7. 7/32 wire per ASTM A510,
8. Mortar per ASTM C270 type M or S.
GENERAL NOTES
1. Provide full Mortar head and bed ,Joints.
2. Shore filled lintels as required.
3. Installation of (Intel must comply with the architectural and/or structural drawings.
4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4' and
longer with a nominal height of 8' meet or exceed L/180.
6• Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32 diameter
m ter wire stirru
ps s are welde
d to the bo
p ttom steel for mechanical anchorage.
8. Cast -In -place concrete may be provided in composite (Intel In lieu of concrete masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
X
8F-X-1B/1T
CzENERAL NOTES:
1. AREAS Or- BLOCK ABV. MA50NRY OFENINC-s5
ARE TO BE GROUTED 5OLID TO TIE BEAM.
2. (1 i*r2 REBAR IN TIE 5rz 4M 15 TO BE CONT.
THROUGH OUT INCLUDING ABV. MA5ONRY
OFENING5. U.N.O.
(1)#r,::) COAT, IN
TIE BEAM
M#e COAT. IN
f 'RE CAST LINTEL
3. ALL 5TANDARD LINTEL5 TO HAVE MIN, 4" BEARING EA. END
ALL REGESSFD LINTELS TO HAVE MIN. 8" 5FARINa EA. END
0
SAFE LOAD TABLE NOTES
1. All values based on Minimum 4' bearing. Exceptloni Safe loads for unfilled
lintels must be reduced by 207 If bearing length is less than 6-1/21.
Safe loads for all recessed lintels based on 8' nominal bearing.
2. N.R. = Not Rated,
3, Safe loads are total superimposed allowable load on the section specified.
4. Safe loads based on grade 40 or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the designer by providing
addional reinforced masonry above the precast (Intel,
6. One #7 rebar may be substituted for two #5 rebars in 8' lintels only.
7. The designer may evaluate concentrated loads from the safe load tables by
calculating the maximum resisting moment and shear at d-away from the face of support.
8, For composite (Intel heights not shown, use safe load from next lower height.
9. All safe toads In units of pounds per linear foot.
9 O
8RF6—OB/1T
I®i
8F20-1B/1T
IDS BETE' LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
3'-6'
8F16-1B/1T
L 2
4'-6'
SF16-IB/iT
L 3
5'-4'
SF16-1B/1T
L 4
T-10'
8F16-iB/1T
L 5
6'-6'
BF16-iB/iT
L 6
7'-6•
8F16-1B/IT
L 7
9'-4'
8F16-1B/1T
L 8
15'-4'
8F16-1B/1T
L 9
17'-4'
8F36-1B/1T
PRESTRESSED
L 10
'— '
8F8-0B/iT
L 11
6'-6'
8F8-iB/1T
HIGH STRENGTH PRECAST AND PRESTRESSED
CONCRETE LINTELS AND SILLS
TYPE DESIGNATION
F = FILLED WITH GROUT / U = UNFILLED
QUANTITY OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
8F-16-1B/1T
NOMINAL WIDTH J L QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP
A DIVISION OF FLORIDA ENGINEERED
CONSTRUCTION PRODUCTS CORPORATION
P.O. Box 24567 Tampa, Florida 33623
Phone: 813-621-4641
#5 REBAR AT TOP
MIN• (1) REQ'D
-:A.
-
1-1/2' CLEAR
X
�i
_
C,M,U,
�;' �. _
ao
'
.
°•
GROUT
0
z
fA
Z
#5 REBAR AT BOTTOM
• •
OF LINTEL CAVITY
BOTTOM REINFORCING
7-576•ACTUA
PROVIDED IN LINTEL
(VARIES)
8'
NOMINAL WIDTH
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT &LATERAL LOADS
8" PRECAST & PRESTRESSED U—LINTELS
4MIff-40111"
GRAVITY
TiPE
LENGTH
8118
8F8-0B
SF12-OB
GF16-OB
F20-OB
4-
F20
F28-0
F32-0
8F8-IB
8F12-lB
8F16-lB
8F20-1B
F24-1B
F28-IH
F32-1B
2'-10'C34') PRECAST
2302
3166
4473
6039
7526
9004
10472
11936
3166
4473
6039
7526
9004
10472
7936
3'-6' (42') PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
3166
4473 1
6039
7526
9004 1
10472
11936
4'-0' <48') PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
2646
4473
6039
7526
9004
10472
11936
4'-6' (54') PRECAST
1651
1787
1913
P-657
3403
4149
4896
5644
2170
4027
6039
7526
9004
10472
9668
5'-4' <64') PRECAST
1184
1223
1301
1809
2317
2926
3336
3846
1665
2889
5057
6096
5400
6424
7450
5'-10'<70') PRECAST
972
1000
1059
1474
1889
2304
2721
3137
1459
2464
4144
5458
4437
5280
6122
6'-6' <78') PRECAST
937
1255
2101
3263
2746
3358
3971
4585
1255
2101
3396
5260
7134
8995
6890
7'-6' C90') PRECAST
767
1029
1675
2385
1994
2439
2886
3333
1029
1675
2610
3939
5596
6613
5047
9'-4' <112')PRECAST
573
632
1049
1469
1210
1482
1754
2027
768
1212
1618
2544
3469
4030
3127
10'-6'<126') PRECAST
456
482
802
1125
915
1122
1328
1535
658
1025
1514
2081
2774
3130
2404
11'-4'(136') PRECAST
445
598
935
1365
1854
2355
1793
2075
598
935
1365
1854
2441
3155
4044
12'-O'<144') PRECAST
414
545
864
1254
1609
2074A
1570
1010
555
864
1254
1693
2211
2832
3590
13'-4'(160') PRECAST
362
427
726
1028
1331
1635
1224
1418
485
748
1076
1438
1855
2343
2920
14'-O'<168') PRECAST
338
381
648
919
1190
1462
1087
1260
455
700
1003
1335
1714
2153
2666
14'-8' (176') PRESTRESSED
N R,
NR
NR
NR
NR
NR
NR
NR
465
765
1370
2045
2610
3185
3765
15'-4'(184')PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
420
695
1250
1955
2370
2890
3410
17'-4'(208')PRESTRESSED
KR.
NR
NR
NR
NR
NR
NR
NR
310
530
950
1400
1800
2200
2600
19'-4'(232')PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
240
400
750
1090
1400
1720
2030
21'-4'(256')PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
183
330
610
940
1340
1780
2110
22'-0'(264')PRESTRESSED
N.R.
NR
NR
3
0024
NR
ENR�
NR
870
NR
1250
NR
1660
NR
970160
1NNR
24'-O'(288')PRESTRESSED
N.R.
NR
1NR
0
70
03
1030
135U
1610
8" PRECAST & PRESTRESSED U—LINTELS
UPLIFT
LATERAL
TYPE
LENGTH
8F8-1T
OF12-ITE
ITIT
F24-1'r
8F28-1
F32-IT
8U0
8F8
8F8-2T
8F12-2
F24-2
F28-2
F32-2
2'-10'(34') PRECAST
2727
2878
6569
7811
9055
2021
2021
2727
2784
6407
7630
8857
3'-6'(42') PRECAST
2165
2289
5219
6204
7192
1257
1257
2165
2215
3165
4125
5091
6061
7036
4'-0' C48') PRECAST
1878
1989
2832
3680
4532
5387
6245
938
938
1878
1925
2750
3583
4422
5264
6110
4'-6'(54') PRECAST
1660
1762
2507
3257
4010
4767
5525
727
727
1660
1705
2435
3171
3913
4658
5406
5'-4' <64') PRECAST
1393A
1484
2110
2741
3375
4010
4649
505
505
1393
1437
2050
2670
3293
3920
4549
5'-10'C70'> PRECAST
1272e
1357
1930
2505
3084
3665
4247
418
418
1272
1315
1875
2441
3010
3583
4157
6'-6' (78') PRECAST
11419
1200
1733
2250
2769
3290
3812
707
887
1141
1182
1684
2192
2703
3216
3732
7'-6' (90') PRECAST
959m
912
1475
1914
2354
2797
3240
591
657
990
1 1029
1466
1907
2351
2797
3245
9'-4' <112')PRECAST
801M
612
980
1269
1560
1852
2144
454
630
801
755
1192
1550
1910
2271
2634
10'-61<1261) PRECAST
71611
498
793
1027
1261
1496
1731
396
493
716
611
1039
1389
1711
2034
2358
11'-4'(136') PRECAST
666•
439
696
899
1104
1309
1515
363
556
666
535
905
1295
1595
1896
2198
12'-0'(144') PRECAST
607m
400
631
016
1001
1186
1372
340
494
631
406
610
1209
1514
1799
2066
13'-4'(160') PRECAST
50011
340
532
686
941
997
1153
302
398
573
409
682
1004
1367
1637
1897
14'-0'<16$') PRECAST
458M
316
493
635
778
922
1065
286
360
548
378
629
922
1254
56 17
1816
14'-$'C176') PRESTRESSED
243
295
459
591
724
857
990
N.R.
357
243
352
582
952
1156
1491
1742
15'-4<184')PRESTRESSED
228
278
430
553
677
801
925
N.R.
327
228
329
542
791
1072
1381
1676
17'-4'<208')PRESTRESSED
188
236
361
464
567
670
774
N.R.
255
188
276
449
649
874
1121
1389
19'-4'<232')PRESTRESSED
165
207
313
401
490
578
667
N.R.
204
165
239
383
550
736
940
1160
21'-4'(256')PRESTRESSED
145
186
278
356
433
512
590
N.R.
17 2
142
212
336
477
635
807
993
22'-0'C264')PRESTRESSED
140
180
268
343
418
493
568
N.R.
161
137
205
322
457
607
771
947
24'-0 <288')PRESTRESSED
127
165
244
312
380
447
515
N.R.
135
124
186
290
408
538
680
833
mKLUUUL V HL.UL "T CJ/. L' UK UKHUL 4U h 1LLV RUJAK
8" PRECAST W / 2" RECESS DOOR U-i INTFI S
GRAVITY
TYPE
LENGTH
8RU6
8RF6-OB
8RF10-0
8RF14-0
SRF18-0
RF22-0
RF26-0
8RF30-0
8RF6-0
BRF10-19
8RF14-L
8RF18-1
SRF22-1
RF26-1
ORF30-1
4'-4' (52') PRECAST
1489
'591
3053
2982
3954
4929
5904
6880
1827
3412
4982
6472
7947
9416
10878
4'-6' (54') PRECAST
1357
1449
2702
2714
3600
4497
5375
6264
1702
3412
4982
6472 ,
7947
9416
10878
5'-8' <68') PRECAST
785F
1602
1550
2058
2566
3075
3585
2162
4074
6472
6516
5814
6839
5'-10'(70') PRECAST
735
1500
1449
1924
2400
2876
3352
2051
3811
6472
6516E6624
6411
6'-8° (80') PRECAST
822
1677
2933
2576
3223
4522
907
1677
2933
4100
6730
6707
7'-6' C90') PRECAST
665
761
1377
2252
1958
2451
3439
764
1377
2329
3609
5492
5132
9'-8' C116')PRECAST
371
420
834
1253
1071
1342
1614
1866
535
928
1497
217'9
26181
3595
1 28 55
8" PRECAST W/ 2" RECESS DOOR U—LINTELS
41IMT441111M
UPLIFT
LATERAL
TYPE
LENGTH
BRF6-IT
8RF10-1T
ORF14-1-T
BRF18-1
8RF22-1
RF26-1
BRF30-L
8RU6
8RF6
8RF6-2T
8RF10-2
8RF14-2
8RF18-2
RF22-2
RF26-2
RF30-2
4'-4' (52') PRECAST
1244
1573
2413
3260
4112
4967
5625
932
932
1244
1519
2339
3170
4008
4650
5696
4'-6' (54') PRECAST
1192
1507
2311
3121
3937
4756
5577
853
853
1192
1455
2240
3036
1 3837
4643
5453
5'-8' C68') PRECAST
9247M
1172
1795
2423
3055
3689
4325
501
501
924
1132
1741
1
2357
2978
3603
4230
5'-10'(70') PRECAST
996)m
1139
1742
2352
2965
3591
4199
469
469
896
1099
1690
2288
2891
3497
4106
6'-8' <80') PRECAST
778
882
1513
2042
2573
3107
3642
830
1100
778
956
1468
1987
2509
3035
3563
7'-6' C90') PRECAST
688
697
1325
1810
2280
2753
3227
710
941
688
849
1302
1762
2225
2690
3157
9'-8' <116')PRECAST
533x
433
808
1123
1413
1704
1995
516
614
533
527
1009
1369
1728
2088
2450
AtKLDUL.L VALUL CT MA VUK UKA1JL 4U h1LLU KLUAK
ROBERT M. MONTA, P.E
2 z�CqA
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U
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0
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revisions
L.T. r/i 12/05/03
8
LINTEL PLAN
GENERAL NOTES/DETAUS/SCHEDULES
project no. 3031047
date:
12/05/03
scale:
AS NOTED
checked:
drawn:
KM
S-1.A
i
1/2" GYP. BD. ON 2x4'5
1/2 G.W.B. OVER VAPOR 6 16 O.G. PRE-ENGINEERED WD TRUSS, 24" O.C. `
BARRIER W/ R-3 IN5UL. TEXT. FINISH ON 1/16"
BETWEEN 3/4" P.T. VERTICAL OR 15/32" O.S.B. �' 12 R-3ta INSULATION
� _ o
FURRING a 24" O.G. 5" CMU BLOCK 2x BRG. EXT. WALL .'' �: (TYP) 5 HURRICANE ANCHOR AT EACH TRUSS v
REFER TO ROOF PLAN Professional
3-1/2" CONC. 5LAB(2500P.5.1. 31i2" CONC. SLAB(2500P.5.1.) 'i2" J-BOLTS 6" FROM _ —
W/6x6 10/10 W.W.M. OR (1) *5 FROM FTG. TO W/6x6 10/10 W.W.M. OR EA. END OF WALL . _ • O Designers
ulc�in�
FIBER REINF. CONIC. 4 SPACE Q 32" O.G.
FIBER REINF. CONC. - TIE BEAM SPLICE TO (6" MIN. EMBED) =I I I=I I I-=III=III=III= '� ''.if = \ SHINGLES ON
ON 6 MIL. VAPOR _ '':I - ON 6 MIL. VAPOR — — — — BE MIN. 30 GROUT ' � � (APPLIED ACCORDING TO MANUF. SPEC.)
1 CELL SOLID BARRIERPT BOT. PLT. -) I IM - --= =III=I I 1=I I =1 I I --III- `' •�' - - I -4 150 ROOF FELT ON ROOF
BARRIER .:I
• �- , _ _ _ I I I� i i - I I=_I \ SHEATHING ON ROOF TRUSSES. c
- �d, :.A° .,.1 :,' i - ..4 -, -� .'•1: ; {� _ (�}-� T I- t-�_ _ III �I �I �I ` , J ELEVATION VARIES -tom►
IT GRADE a =III=III=1 I=) I I=III- s GRADE A/C CHASE jl �' '�'�: I I I I I �., ' TTi: I B -, v TOP OF MA50NRY 0
' 4" PVc SLEEVE :I I ice'' = I A/c CHASE ICI :'. M,
'A I = ,� ALUM. DRIP EDGE
GLEAN III -III -I I i- --III-III-I I i-I LZ = CLEAN ^1 I I -III -III ;�, - III -I i Iz. I I -I I = TPRU STEM WALL =1 I I -I II;_4,1 I=1 I - 4" PVC SLEEVE :III-' I 1/2 DRYWALL - � 237 S. weetmonteDr. snitezlo
COMPACTED FILL COMPACTED FILL �; �= I I �_� 0 THRU STEM WALL =1 I I-) I I-III=1 I I 2x6 R.S.C. FASCIA Altamonte sprh�gm, 11 32714
95go STANDARD (�-� ; ® ; • ,i, I- 0 �`+ 95go STANDARp I—) ; I I - — I'-4' lx2 PT NAILER
DENSITY AND �- : .'�. ; • I DENSITY AND �- :: +'. , :' •` - Phone: (407) 673 - 7247
TERMITE TREATED�i ; . -� I I- TERMITE TIREATED I_ P'� . ,,' • :, I I=- VENTEDALUM SOFFIT pq p�: (407) 673 - 7248
:• .1-.. I I
I'-4" : • I
_ tYP. SINGLE TIE -BEAM
S"x16" CONC. FTG, 8"x16" CONIC. FTC's. W/ (1) 05 CONT. GROUT
W/ (2) 05'5 CONT. W/ (2) S'S CONT. - SOLID r
WHERE 2Np STORY OCCURS WHERE 2ND STORY OCCURS WHERE 2ND STORY OCCURS WHERE 2Np STORY OCCURS a
FTG SHALL BE 10" x 20" ON CHAIRS. FTG SHALL BE 10" x 20" ON CHAIRS. FTG SHALL BE 10" x 20" FTG SHALL BE 10" x 20"
W/(31'5 BAR WK3)05 BAR WK31'5 BAR WK3)'✓ BAR In" DRYWALL DRYWALL PRECAST LINTEL
PER PLAN
STEM WALL UW/ STEM WALL W1 STEM WALL A/C CHASE STEM WALL A/C CHASE
I 3/4" = V —0" 2 3/4" = V —0" 3 ILI
CMU 5L OCK WOOD FRAME CMU U 5LOCK 3/4" = I'-0" WOOD FRAME 3/4" = I'—�" �
ALUM. FRAMED WINDOW } � ROBERT M. MONTA, P.E
W/ SCREEN
El
FILLED CELL
MARBLE Stool �
W/ I.5 TIED PRECAST CONIC SILL
WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR Ix2 PT FUR STRIP w
CONT. ROD 1/2" GYP BD EA. 51DE At 16" O.C. SxSxl6 GONG BLOCK � � � z a
=b- CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO t�YIEIU ��
IN FOOTER ALL INFOWATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF I I OF 2x4'S a Igo" O.G. C w z M w
CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. AND MONTA CONSULTING AND
SLAB SLOPES AT DESIGN, INC.(MCD) ARE NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, I I NON-LOAp GARAGE INSULATION ON VERT REINF. BEYOND 4U1:4 H A
PER FT, AWAY ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO I BRG. WALL
BEAUMONT 4 ASSOCIATES, INC. OR MCD PRIOR TO CONSTRUCTION. NO INTERIOR OF BLOCK WALL z a H
FROM HOUSE EXCEPTIONS. I I II
EXTERIOR FINISH (SEE ELEVATIONS) - a x e wv
J BOLT v 3211 O.C. (MIN I INTERIOR " H w "
4" CONIC. SLAB GARAGE I I INTERIOR F�OMIEEADEND 2 I/4 k o v o '4 o0
LU
p/ I I tX $P-4 EA. STUD lx4 PT BASE NAILS I I H
} PT BOT. PLT, TOP450T. II a
WOOD SAS own
FIN. GRADE +' ,.
-� ' -- _ ��% -;.--- -- `<<•� I_ I MAIN FLOOR
.►I III, _ _=- - ;. - - _ : • I I I- I I — ELEY �'-�"
Ip I al a ' M.U. FOUNDATION v
_ _-rrl=rrr=rr�rr�rrr
• �. a -� i=__ - = -III =I'
—Li III— i (3) wv'S GONT. _
_ W/ 3" MIN. CLEAR- 1 II_ I I I -I I L� � hI I I- :I 11-I I i-I 11-1 I I -III- I i-I 11-III-III- III.
Imo" — TI—r 1TI=1—f 1=1 f I—_1—I (=1 I IT_I =ITI�1 f—T
- I I — I ---� � � �--•=� � 1= — =1' � '=1 i I=1 I 1=1 I 1=1 1— ._ — =
� 1= I-- •� ;
NO REINFORCEMENT REQUIRED —III—III— "III —III —I 1=1 I I -I I !-I III ter-- - 2-05 CONT.
24" X 24" XI2" d CONIC — - _ 24 i _ o
FOOTER W/3 I M rl -III- III -III -III - I I-�
ROD EACI•I WAY CLEAN COMPACTED c �
�, �I ,
POISON TREATED,
CLEAN, COMP., TERMITE
FILL wN
TREATED FILL �' n
'—RS A' FOOTING WALL SECTION W1
5 COLUMN FOOti�.DETAIL � NOT �5� .� OFFSET FOOTING INCH � C.,.7�1�
3/4" = V-0" NON EA INr' 3/4'�$I'-0" E�4'�iNC� 3/4"=I'-0" '� Ci" fly / St�1�I WALL 3/4"=e'-0" �� w
COMP: SHINGLES OVER 6* FELT
ON 1/16" 0.5.5. MIN. H
PRE-ENGINEERED TRUSS m 24" ra
1/2" GYP. BD. EA, SIDE 1/2" GYP, BD. EA. SIDE O.C. W/ Huii?RICANE ANCHOR
ON EA. TRU55 � ►� �'
OF 2x4'5 w 16" O.G. — - - OF 2x4'6 •w 16" O.G. SP-4foEA. STUD '
i� ,� �, 5P-46EA. STUD TOP450T. U.N.O.
2 X7 EXPANSION rOP45OT. U.N.O.
ANCHORS'432" O.C. 11/2 "X-P EXPANSION PT BOT. PLT.
"
PT. E30T. PLT. ANCHORS 32 O.C.
a • + • .+ C SEE EL
•I I I_I I I -I � I-1 I _ ' . a ••,: ' .••,' .•. � �.,' • I,I---I I I__I I I I - --1 � I -I � I -I � - � 1' � �.. • `. A.,,' • ` � _ � - t' •
_ _-� �_ ': i--� • •� �'• : ` "'.... ICI I I-= ''-" ' • ` �
-A .'I* : I—= i� I I -) I 1=1(I-1 `.,• ;..'; ;. •.,. 09i
R-30 BATT INSULATION�(2) »5'S ICON-.�BOARD
III -III -I I i i i I- 1-III-III-rl i t
W/ 3" MIN. CLEAR -"'—" (3) 05'5 CONT. �r FILLED LINTEL BLOCK W1 105
a" S" W/ 3" MIN, CLEAR 10I®CONT. HORIZ. W/ 30" SPLICE MIN. v
REFER TO CASTCRETE SPECS
FOR LINTEL REQUIREMENTS
v
rZI
g "_ ,_ INTERIOR TWO 7"� . SECTION OPENING �
INTERIOR ING 3/4 -I ® 10 S�'O'r�"� 5EAINC.� 3/4"-1'-0" Ig 3/4"=1'-0" �
3/4" RECESS "5 POP IN FILLED CELL
PER MFG. SLIDING F— AS PER FLOOR PLAN
SPEC' GLASS DR g" TIED To CONT. ROD IN 02
o
FOOT5R E LINTEL ROD d
WALL BEYOND ABOVE revisio-us
SLOPE _ _ L.T. T/i 12/05/03
311/2" CONC. SLAB W/ FIBERME5H - _ = 3'%" CONC. SLAB W/ FIBERMESH
FINISH GRADE — (OR W/6x6 10/10)
(OR W/(Ox6 10/10) — -
- OVER 6M YISG2.
OVER G M VISA.
3-1/2" CONC. SLAB
GRADE r .'a- rT' •—�_ t i �; ';I. Ip INCH CI.A�S ply. ,
-4 -- d -III-I I I -III l I I -III -III- -III_
'aP P 4 I/2" cASIN I J' ° 1 NiISCELLANEQUS DETAILS
_ I I III= •� •. I- III �j ALUMINUM THRESHOL SLOPE `
" x S" THICKENED
OxO THICKENED —�� -
SLAB W/ (1) 02 CONT. „ 3/4" RECESS
EDGE W/ 1 -05 3-1/2 CONC. SLAB(2500P.S.1. -
GONT. W/6x6 10/10 W.W.M. OR -------_ -- SLOPE 1/4" III I' II ( ( 047
FIBER REINF. GONG. _ PER F OT 5" X I6" CONC. - _ � 1-1
project.
DRIVEWAY SLAB ON 6 MIL. VAPOR - FOOTER W/ 2 'S m ro ect no. 12/15/
EXP JOINT CLEAN, COMP., date: 12 05 03
BARRIER _ - ROD CONT. TERMITE TREATED scale: AS NOTED
PER MFG - 3" MIN. COVERAGE FILL
checked:
SPEG'S. '
WHERE 2ND STORY OCCURS drawn: KAH
�v���fO� �00� FTG SHALL BE � BAR
13 THICKENEDEDGE3/4"=1'—,�" 14 THICKENED E1�C�E 3/4"=I'-m" 15 POURED SILLS IS GARAGEGUfi��3
� GARAGE DOOR DETAIL
DBL TOP PLT.
URRIGANE GLIPS OR ® \
----TRU55 TRUSS ANCHORS - SEE
U •; -
ABOVE ANCHOR SCHEDULE h
GYP. BOARD (4) Sd4" MIN. TOE NAILS uo
EDGE BLOCKING EA. JOIST TO TOP PLT. va
NAIL RIM BOARD a 6" O.C. 5TRAP TOP PLATE, HEADER tv .N
2x4 5TUD5 e IV' O.C. DBL. TOP PLATE CRIPPLES TOGETHER U1/ Professional
02 (OR BETTER) 5YP OR 5PF 51MP50N 5PI OR 6P4 LTSA 18 MINUN.O. CMU WALL v Building
.
TOP PLATES TO STUD PER PLAN
AI
CONNECTION AT 16" O.C. 0 Designers
2x DBL.
TOP PLT.
�12" GYP. BOARD 2x4 STUDS m IV' O.C. *2 (OR BETTER) SYP
FIRE -ENG. 2x STUDS w
FLOOR SYSTEM „ MID SPAN BLOCKING
SPF STUD 16 O.C. BETWEEN EA. STUD Q G
M5TC-40 MID SPAN a ������'''
EA. STUD BLOCKING 237 S. Westmont. Dr. Suite 210
PLYWOOp OR O.S.B. LAltamonte
FOR UPLIFT ANCHOR BOLTS Phone!
Springs,40773 37247
2x PT BOT. PER PLAN ��2" GYP. BOARD (4) EQ. SPACI=D pax: (407) 673 - 7248
3/16"x 3 1/4" SIMPSON
PLATE. IMP5ON SPI OR SP4 PT SOTTO TITENS w/ WASHERS,
2x4 P.T. PLATE 6" MAX FROM TOP
+f - i �� � " J BOLTS a32" HURRICANE CLIPS m 16" O.C. PLATE
SHEAR WALLS TO BE /i GYPSUM z 2x4 P.T. PLATE AND BOTTOM w
J BOLT 32 O.C. WALL BOARD STAGGEP.ED, BLOCK O.C. MAX 6" EMBED.
z" GYP. BD. ALL EDGES, 5TUD5 ow l6 O.C. No.6 6" MAX FROM E.A. END j
REFER TO FOUNDATION--
11/4" SGR1=W5 TYPE W OF; S. FASTEN PLAN FOR FOOTING SIZE --
4" O.C. PANEL EDGES AND FIELD;` AND LOCATION
STRAP TOP PLATE, HEADER 1w �,°<. •
II E XT. FRAMEAME WALL CONN.
CRIPPLES TOGETHER W/ INT. O��
I
51MPSON SPI OR 5P4 LTSA 12 MIN. U.N.O.ii "O5OCKWA — DETAIL
TOP PLATES TO STUD EARINCWLLI-I/2 I
1/2 1 -(� 1� , it �
II =�
CONNECTION AT I(o O.G. ROBERT M. MONTA, P.E
2x4 STUDS m 16 O.C.
"2 (OR BETTER) SYP OR SPF 3 6HE,�RWAL�,,,. DT��. 1/411 =I�-��� �.,o
Mir-) SPAN BLOCKING
o znc;
BETWEEN EA. STUD
(1S IN TIE BEAM � o F 0
as ,zE rn
�, wz�'
WALL
j�—-(11"5 PO
BAR IN PRECAST LINTEL zotao
KNEE �J�4LL ON �O� axo��
ANCHOR BOLTS I ' ff II II ALL LAPS 4S BAR DIAMETER MIN.
O C1�iU WALL 1-I/2 e I -� 0�� I IN C�>�OVUETR,HAL � °w�o�
PER PLAN !2 ° GYP. BOARD �� �� ' Cm I I �
IMP50N 5P1 OR SP4 ' NOM. 8" KNOCK -OUT =(L (1� CONT. IN TIE CELL "o �a
HURRICANE CLIPS 16 O.C. BLOCK N� BEAM COARSE (1�'5 VERTICAL IN S 0 W -
„ RUNNING BAR a vi
2x4 P.T. PLATE 9 :;.
DOWEL LAPPED a I I GROUT FILLED CELLU�
WITH WALL RI=1NF. GROUT TIE BREAM PROVIDE HANGERS TO NoLp
COARSE SOILIp
REFER TO FOUNDATION BAR IN PLACE DURING POUR, oa
PLAN FOR FOOTING 517E I REFER TO MAN. SPECS. FOR
AND LOCATION % SPACING REQUIREMENTS I
INS'. LOAD . UWALL/'
I I \
2 ORY, WALL V �• PROVIDE SCREEN WHEN
41— BLOCK BELOW 15 NOT
"5 CORNER BAR
REQUIRED TO BE FILLED I o
NOTES: GROUTED CELL o
WINDOW AND DOOR ASSEMBLIES TO CONFORM NOTE: ALL HOOKS AND SPLICES TO BE ck
TY
TO FBC 2001 CHAPTER 1-1 SECTION 1101.4 -�• NOTE: TIE BEAM COURSE MAY BE USED ILO OF KNOCK -OUT CONSTRUCTED AND SIZED PER NOTES o
ALL CONNECTIONS BY OTHERS SHALL BE �• CON i . BLOCK TO ELIMINATE USE OF HANGERS, 2" COVER MUST REMAIN
CAPABLE of RESISTING THE DESIGNATED 8� I I �l®IBC (I �l
O N
WIND FORCES SHOWN ON SHT. 2 (FLOOR PLAN). A
2X PT BUCKS/NAILERS SHALL EXTEND BEYOND NTS 12 TIE 5EAM D TL . RE5AR DETAIL NTS
INTERIOR FACE OF WINDOW, FASTEN
BUCK TO MASONRY W/1/4"X3" TAPCON5
6" FROM EDGES AND 16" O.C. MAX.
BUCKS LESS THAN 2X TO BE FASTENED 0�
W/GUT NAILS OR EQUIVALENT, STRUCTURAL N
CONNECTION OF WINDOW TO STRUCTURE 2 x 6 x 12 P.T. c� of oPEN1NG I I10
�+
BY OTHERS IN TH15 CASE. CENTER BUCK
.. ....... ... .. ....... .
P EDGES 1 112" ED(-;;E-) 2 1/2" EDGE-)
2x4 STUDS 16" O.G. X X
-t
2x4 STUDS 16" O.C. "2 (OR BETTER) WINDOW/DOOR COMMON Q Q I I
"2 (OR BETTER) SYP OR SPF „ Z
SYP OR SPF 3/S DIA. ANCHOR W I I/2" ®� —
LT5-16
i2" GYP. BOARD
11Y2" GYP. BOARD
PRE -ENG.
PRE -ENG.
FLOOR SYSTEM
FLOOR SYSTEM
MSTC - 40
a EA. STUD
2 " GYP. BE).
L2 " GYP. BD.
STRAP TOP PLATE, HEADER
STRAP TOP PLATE, HEADER
SIMCRIPPLES
SP4
TOGETHER W/ SIMPSON SPI OR SP4
LTSA 12 MIN. U.N.O.TOP
CRIPPLES TOGETHER W/
LTSA 12 MIN. U.N.O.
TOP PLATES
TOP PLATES TO STUD
ES TO
PLATES TO STUD
CONNECTION AT 16 O.C.
CONNECTION AT 16" O.G.
C C , T__�
2 X 4 P.T. TOP BUCK t., I/2" 1/4"
® ®OMMO
2 X P.T. BUCK EACH 10dX3"
51DE OF OPENING COMMON Z 6 X z X FASTEN SYP OR �V o
U OFF. SIDE U 2X6 (MIN. WIDTH) PLATE 4A
z_ 4 THRU 1116" O.SB. SHEATH[,
3/0" DIA. J-BOLT W/ 5-1/2" EMBEDMENT U a- TO -ENCINiEEFZED TES
5ELOW WITH 1/4"x4l,," SIMPSON NOTES
o AT DOOR BRACKET, EACH SIDE OF N
DOORR 10dX3" �o 806 SCREWS 2X6 PLATE TO THIS DETAIL DEPICTS A
PROVIDE 1-1/2 X 3/16 THICK COMMON TOP C4-IOJ OF %A. TRUSS BELOW TYPICAL VALLEY '
FWASHER W/ EACH ANCHOR X OFF. SIDE CONDITION AND IS NOT
FASTEN CONVENTIONAL 2X VALLE SPECIFIC WITH nGAFO
RAFTER FRAMINCs (OR FIRE -EW3 NEERSD TO SIZE OF FRAMING
(2)2X4's (2)2X(o's (2)2X8's VALLEY TRUSSES) TO 2X PLATE WITH MEMBEIRS
I SIMPSON H2B CONNECTORS (5-8d NAILS)
��uFTER 2X UILT-OF STUD 1fo=1'-�„AT EACH R TO PLATE CONNECTION
STARTG�� COLUMN DiIL5
I1 tom. VALLEY CONNECTION NTH �
g E3UCK DETAIL NTS �
4" 5AGK5PLA5H
BUCK SPECIFIED BY
2x4 STUDS -2 16" O.C. 2x4 STUDS 0 IV' O.G. WINDOW/DOOR COUNTERTOP
02 (OR BETTER) 5YP OR SPF #2 (OR BETTER) SYP OR SPF MANUI=ACTURER 5 1/2"
EXT
MID SPAN BLOCKING MID SPAN BLOCKING NOTE: ARCNLE39 WINDOWS SIMILAR I" 5 BAR CONT. PAS D SE
PAST BASE
---�� BETWEEN EA. STU 1/16" O.S.B. revisions
BETWEEN EA. STUD FOOTING
-p 2x8'sal2" O.G. �� � L.T. r/i 12/05/03
�✓ �./ I N4� TIE - — - — - - 4 MTL. STUDS -0 16
O.C.
DETAIL NT — -- BUILDING WRAP
i 1" 15TAM-24 EA. SIDE,1/2 M.R. GYP. BD.
CEMENTITUOUS FINISH
ANCHOR BOLTS ANCHOR BOLTS i � BEAM BELOW TO
I I
PER PLAN ��z" GYP. BOARD PER PLAN tie" GYP. BOARp CERAMIC TILE -
TIE-E3EAM /
CEMENTITUOUS WATERPROOF
IMPSON SPI a 5P4 IMPSON SPI OR SP4 HOLD 0.6.5. BACK 3/1(o" FIN15H STOP 5EALANT
HURRICANE GLIPS 16" O.C. HURRICANE GLIPS a 16" O.C. RECE55E BASE CABINET °D
2x4 P.T. PLATE 2x4 P.T. PLATE
HEADER
I 2X8 PT BOT. PLT. ` FLASHING
REFER To FOUNDATION REFER TO FOUNDATION I MISCELLANEOUS SECTIONS
PLAN FOR FOOTING SIZE PLAN FOR FOOTING SIZE PT NAILERS AS REOID. 'iz" J- 30LT W/$IMPSON
AND LOCATION AND LOCATION 8" CMU WALL LF3P5� WAvHERa32" O.C. TUB I I ADD TaET'AI.
MAX.([ fIN. 7 EMBED.) I
19 INS. LOAD 5FRG• WALL, INT. -®AD 5RG' WALL,
Li POURED CELL W/I "5 BAR GYP. BOARD
CEMENTITUOUS FINI6H2 STOIRYi WALL AE3u 2 CTORY CONT. FROM BEAM TO FOOTING.
I I
project no. 3031047
date: 12/05/03
scale: AS NOTED
BUCK .SPECIFIED BY checked:
WINdrawn: COU TE/TV
-1 DOOIR 5UCK DTL. NTS 5TEF DOWN TIE E3EAM NTS 14 WALL 6FLICE DETAIL 1/211_I1-011 WALL DETAIL
• TIE -BEAM-
PRECAST
PT 2x4 NAILER
2x4 BILKS.
EXT. SHEATHING
PER PLAN
PRECAST
SILL
w
_T
I
F
7
A
Ej-
J
2X4 BLOCKINGQEA. OUTLOOKER 2X4 BLOCKINGeEA. OUTLOOKER
corlPCSITICN SHMGLES OVER t� RLT l ROOF SHEATHING SPAN TO BE ( ROOF SHEATHING SPAN TO BE
CGMPL o.&B.MM 2'-(d" MAX.) END NAIL W/(2)16d 2'-0" MAX.) END NAIL W/(2)16d U
NAILS EA, END (2)16d NAIL5 PLT. TO 2X4 OUTLOOKERS NAILS EA. END (2)16d NAILS PLT. TO H
2X4 OUTLOOKERS a STUD TOP45OTTOM(TYP)
PF•EM-sNEERED tialaa a 24' *24" O.C. MAX. STUD TOP450TTOM(TYP.) 24" O.C. MAX. (ENE) NAIL PLTS, TO STUD) Uj °
O.C. AV I JMC*E ANCHOR 2'-011 MAX (END NAIL PLTS. TO STUD) 2'-(d" MAX. �
CNEACH TRISB 1116" O.S.B., NAIL 1116" O.S.B., NAIL +' Professional
PER NAILING SCHEDULEFSIMPSON H-IO(TYP.) PER NAILING SCHEDULE SIMPSON H-10(TYP.) .�
U Building
2X FACIA, ENp NAIL 0 Designers
;x =1 W/(2)16d NAIL56EA.
END NAIL EA. OUTLOOKER UEJND)1 NAIL, L. OUTLOOKER>; OUTLOOKER
�. W/(2)16d NAILS TO TRUSS DBL 2X6 2X FACIA, END NAIL S TO TRU65 DBL. 2X5 to
101°0� W/(2)16d NAIL5tvEA. TOP PLT. B
1 IORTORVATM TOP PLT. OUTLOOKER I.I..+
d i SMGLE TIE -BEAM
V (1) PILL T , HOLD WALL DOWN 31i2° HOLD WALL DOWN 3�i2"
FOR OUTLOOKERS 2X8's'@16" O.G. FOR OUTLOOKERS G
R-30EA" NSULATICH PRE-ENG. ROOF TRUSS PRE-ENG, ROOF TRUSS �-+
U2'GYP.BOARD-i/I�o" 0.5.8., NAIL (TYP.) 1116" O.S.B., NAIL
1'-9" MAX. PER NAILING SCHEDULE
A i -9 MAX• � Altamonte Springs, 17 32714
. FILLED LNTEL BLOCK W/ 2�r 237 S. Westmonte Ur. cite 210
PER NAILING SCHEDULE
' I COHT. HM7- v 30, SPLICE MN
M f 1lone: (407) 673 - 7247
Fax: (407) 673 - 7248
2'xb' WOOD FASCIA WTH r
CCNTNLOM ALII'➢MM DRIP EDGE
COWNUOI1a PEMRATED ALUMNI( aOPFIT I X
X lie" J-BOLT W/51MPSON L5P51i2
WASHERi'32" O.C. MAX.
4/2" GYP. BOARD i/2" GYP. BOARD (MIN. 6" EMBED.).
CEILING NAILER-•
CEILING NAILER 2X6'se16" O.G. W/FULL AS REQ'D.
DEPTH 5LOCKING6 GMU WALL BELOW
AS REQ D, 8 -0 O.G. MAX.
�1
1/2" GYP. BOARD a
�� ON PT. FURRING
I/2 GYP. BOARD —
� —�- L5TA-24 W/(6)3/16"XI-1/4"
MPSON TITSTEMS TO CMU S DE) ROBERT M. MONTA, P.E
REFER TO FLASHING DETAIL
ri FOR FLASHING REQUIREMENTS M
z LO N
' ' veRTICAL RERFORCEhIENT V z �" "�
w�
1 I Z 5
NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D. PER NIB-91 + TRUSS MAN. DRAWINGS
CEILING GYP. BOARD IS NOT A DIAPHRAGM NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D. PER HI5-91 4 TRU55 MAN. DRAWINGS Qo��w
CEILING GYP. BOARD 15 NOT A DIAPHRAGM asdQ��
4'CCNCKTE$LAD GA5LE ENDQVAULTED CEILING 1 GA15LE END 6VAULTED
(5ALL00N FRAME[) WALL) CE IL INr' CC U WALL) 3/4"x1'-®" �A z�
�o oto
9 ' SLOPE SLAB U9' FER I'-0' 2x4 BLOCKS, (2) 16d NAILS to EA. 0 w co
STAfziNr, AT I AR WALL OF FICU9E END. BLOCK ADJACENT BAYS e EA.
rDIAGONAL
4 q SHEATHING TO BLOCKS FASTEN Sd NAI SF
FINISH GRADE —� i 4 A. d 0 6" O.C. o f
CONT. 2X4
P
\�\\/ \\/ a• ' ._ �)- _ �/ /\% \\ WALL PLANE
2X4'S +� 24 O.C.
\� / \ \\< i
/ \ 2FooTER W/ 3 B 16d NAILS REFER TO PLANS FOR
\� MBAR EACH WAY APPROVED MOISTURE BARRIER BRACE TO EXACT SIZE OF O.H.
% sk,
NOT LE85 THAN NO. 15 FELT BLOCKING c U
/ /\ \ OR KRAFT WATER PROOF COVERING �
CLEAP! �TaCrED PILL
tlliH tER'tllE FROTEcnar
MIN. 26 GA. GALV. STEEL.
CONT. FLASHING PRE-ENGINEERED GABLE
END TRUSS g
SECTION THRU LANAI
„ GABLE END SHEATHING
o �
3/4 _' _O FASTEN PER PLAN. 08
SHINGLES TO HAVE SELF'. -SEAL
STRIPS OR BE INTERLOCKING AND CONFORM W
WITH ASTM D 255 OR AS7M D 3462 go
PROVIDE 2x4 BRACE TOEA. ADJ. DIAGONAL SPLICE AS REEQ'®. o
TO DIAGONAL w 2) 16d57EN g� 1�
a UNDERLAYMENT TO CONFORM WITH NAILS. SIMPSON A230EEA n
�. ASTM D 226, TYPE I, OR ASTM D 4869 141 ►dOL BRACE TO PLT.
TYPE I.
SHEATHING PER 112" J-BOLTS W/WASHERS(MIN. 6" N
PLAN EMBED) MIN. 6 FROM EA. END AND
32" O.G. MAX.
PROVIDE MIN. 26 GA.
GALV. 5TE:E:L DRIP EDGE: '� I>
GABLE BRACING s 4$" O.C. LSTA-121m24" O.C. DOT. OF PLT. TO
MAX. 45' FROM HORIZONTAL GABLE TRUSS, ATTACH STRAP TO PLT. cy
BEAUTY SHINGLE GLUED ROOF PLANE (+/- Ira') BRACING NOT REQ.'D BEFORE PLT. 15 1145TALLED 2
W/ MASTIC OVER FLASHING WITHIN V-0" OF EAVES 1-4
TIE BEAM COURSE
\_ PT 2X8 PLT., CANT. FOR CLG. w/(Ir'9 CONT.
NAILING SURFACE CMU WALL
BELOW PROVIDE 16d NAILS GABLE ENDS
TRUSS TO PLT.012" O.C. MAX.
Q
2 C U WALL GA5LE ENE) W L AT CL .
Nts
2x4 BLOCKS, (2) 16d NAILS a EA,
END, SLOCK ADJACENT 5AY8 -8 EA,
DIAGONAL AS SHOWN. FASTEN ROOF
SHEATHING TO BLOCKS w/86 NAILS
NOTES: 16" O.C.
1. MOISTURE BARRIER: APPLY HORIZONTALLY U)/ MIN. 2" HORIZONTAL LAP
(UPPER LEVER OVER LOUDER LEVEL) 16" LAP AT VERTICAL JOINTS
FASTEN PER MAN. SPECS.
2. UNDERLAYMENT APPLICATION -
FOR SLOPES 4:12 AND ABOVE - MIN. I LAYER.
START AT EAVE ( PARALLEL) PROVIDE MIN. 2" LAP 2X4
W/ SUCCE551VE LAYERS. OUTLOOKEERS 24" O.C.
FASTEN PER MAN. SPECS.
NOTE: ALL FASTEENEER$ FOR UNDERLAYMENT TO (5) 16d NAILS (2) 16d NAILS H-10 EA. TRUSS
BE MIN. 12 GAxII/a" CORROSION RESISTANT ANNULAR
RING SHANK OR COIL ROOFING NAILS THROUGH 32 GAXI%" TOTL UISIS. To
DIAMETER TIN CAP. t0 TRUSS. to tRU58. PROVIDE 2x4 BLOCKING �
ABV. GABLE TRU56 0 EA, M
OUTLOOKER a
3. SHINGLES - 2
FA5TEENING - (4) NAILS FOR EVERY FULL SHINGLE,
I" FROM EA. EDGE * 12" O.C., NAIL ROUT TO BE GABLE TRUSS HELD DOWN
LOCATED APPROX, Eg%" FROM LOWER PORTION. 3V2" FOR OUTLOOKERS. revisions
ALL FASTENERS FOR SHINGLES TO BE MIN, 12 GAxI" GABLE END SHEATHING L.T. r/i 12/05/03
CORROSION RESISTANT ROOFING NAILS W1 4a" HEAD. FASTEN PER PLAN.
USE ROOFING CEMENT FOR MAN. SPECS.
4. DRIP EDGE -
MIN. 26 GA. GALV. STEEL AND OVERLAP A MIN. OF 2" PROVIDE 2x4 BRACE TO
DRIP EDGE: TO EXTEND 1/4" BELOW SHEATHING At EAVES E:A. ADJ, DIAGONAL FASTEN
AND EXTEND 15ACK TO THE: ROOF MIN. 2" TO DIAGONAL w/(2) 16d
DRIP EDGE TO BE FASTENED W/ MIN. 12 GA. CORROSION NAILS. SIMPSON HGA-10 a
RESISTANT ANNULAR RING SHANK NAILS s 12" O.C. MAX. 45" O.C.
5. FLASHING- MISCELLANEOUS SECTIONS
MIN. 26 GA GALV. STEEL FASTENED PER MAN, SPECS.
6.VALLEY LINING(CLOSE:D VALLEY)- AND DETAILS
PROVIDE (I)LAYER OF 36" WIDE ASTM D ICJ1V COMPLIANT DBL. 2x4 TOP PLT.
UNDERLAYMENT GABLE BRACING 19 48"
O.C. MAX. 45' FROM
HORIZONTAL (+/- I0")
5IMP50N H-10 DIAGONAL project no. 303104712/05/03
TO TOP PLT. date:
SIMPSON H-I0 scale: AS NOTED
D IAGONALTO checked:
I I TOP PLT, FASTEN SIDE WALL drawn: KM5H INGL �L ASH ING SHEATHING PER PLAN.
5 DETAIL 3 GA5LE END'aFLAT CEILING D3
N
t
1