HomeMy WebLinkAbout129 Venetian Bay Cir 04-2369 New SFHPE ;-DlssVeAl!!6"
CONTRACTOR
C. 11 �q
Morrison Homes
151 Southhall Ln #200
Maitland, FL32751
PHONE NUMBE; 407-257-6940
CI�,C Q41. ;9., k -
PROPERTY OWrl T110W
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
0
SUBDIVISION
PERMIT # Ci `7`',-:3(r '? DATE
PERMIT DESCRIPTION S
PERMIT VALUATION
SQUARE FOOTAGE
r
A
WHILE EVER'r ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS,
5UB-CONTRACTOR5 AND BUILDERS ARE URGED TO REVIEW ALL INFORMATION CONTAINED HEREIN
PRIOR TO COMMENCEMENT OF CONSTRUCTION. BEAUMONT 8 AS50CIATE5, INC. 15 NOT
RE5PONSIBLE FOR ANY MISINTERPRETATION5, ERRORS, OM155IONS OR CUSTOM CHANGES MISSED
AND NOT REPORTED TO BEAUMONT d A55OCIATE5, INC, PRIOR TO CONSTRUCTION, NO
EXCEPTIONS.
GENERAL NOTES
DESIGN REQUIREMENTS
I. DESIGN LIVE LOADS(MINIMUM):
A) FLOORS - 40 P5F
B) DECKS - 40 PSF
C) STAIRS - 40 PSF
D) ROOFS W/SLOPE 4" TO 12" PER FOOT - 1(c, 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 i-98 CHAPTER (a)
1. BASIC WIND SPEED = 120 MPH(3 SECOND GUST)
2. WIND IMPORTANCE FACTOR = 1.00 (AC5E 1-98, TABLE 6-1, PG.55)
BUILDING CATEGORY = II (ASCE 1-90, TABLE 1-1, PG"4)
3" WIND EXP05URE(ALL SIDES) =B (ASCE 7-98, SECTION 6.5.0, PG.28)
4. INTERNAL PRESSURE COEFFIGIENTS(ASCE 1=98, TABLE (6=1, PG.02)
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 1-9a DEFINITIONS CLASSIFYING AS SUCH)
r 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: -45 PSF, +14 PSF
(AC5E i-9�, TABLE 6-3A, PG57)
FOUNDATIONS
1. SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS
AND 98io UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED
BY ASTM- 1551 (MODIFIED PROCTOR)
2" LAP VAPOR BARRIER JOINTS 4" AND CONTINOUSLY
TAPE 5EAM5
3. FOUNDATIONS AND FOOTINGS ARE DESIGNED FOR AN ALLOWABLE SOIL
BEARING OF 2000 PSF
WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR,
CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO
REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
OF CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIBLE
FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES
MISSED AND NOT REPORTED TO BEAUMONT 4 ASSOCIATES, INC. PRIOR TO
CONSTRUCTION" NO EXCEPTIONS.
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CAST IN PLACE CONCRETE
I. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4"
PLUS OR MINUS I", AN[) HAVE 2 TO 4% AIR
ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF
0.58.
2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC
DEFORMED BILLET STEEL CONFORMING TO ASTM A=615
GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM 4=155 FOR
6x6xWI.4XW1.4 WWF SHALL BE LAPPED AT LEAST 6" 4 CONTAIN
AT LEAST ONE CRO55 WIRE WITHIN THE 6". FIBEIRMIX OF
EQUAL 5PECIFICATION5 MAY BE USED IN LIEU OF WUF"
4_ ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH
"THE BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE" ACI 315 LATEST EDITION, AND
`SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS," ACI 301,
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS
(EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH
MIN, 12'' LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED.
6. MINIMUM LAP 5PLICE5 ON ALL REINFORCING BARS SHALL
BE 48 BAR DIAMETERS.
BOLTS AND THREADED RODS
1. ALL BOLTS 8 THREADED RODS TO BE ASTM A301 OR BETTER(U.N.O.)
MASONRY WALL CONSTRUCTION
I. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL
WEIGHT, GRADE N, TYPE 2, CONFORMING
TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE
STRENGTH OF 2000 PSI (F'm = 1900 PSI)
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM
C210.
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE
NO MORE THAN I''.
MASONRY WALL CONSTRUCTION (CONT.)
4. COARSE GROUT SHALL CONFORM TO ASTM C416 WITH A
MAXIMUM AGGREGATE SIZE OF 3/0" AND A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI.
5" VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE
DRAWINGS WITH CELLS FILLED WITH COARSE GROUT,
6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION
AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING
OF V-0" UN"O" REINFORCEMENT SHALL BE
PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL
UNLESS OTHERWISE NOTED.
1, REINFORCING STEEL SHALL BE LAPPED MINIMUM 30"
UNLESS NOTED OTHERWISE ON THE DRAWINGS.
0. HOOKS AT TOP d BOTTOM OF VERTICAL REINFORCING BARS
TO BOND COARSE AND FOOTING TO BE NO LESS THAN 12 BAR
DIAMETERS EXCLUDING BEND
S. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE.
EMBEDDED ANCHORS OR EPDXY FASTENED 5TUDS SHALL BE USED,
WOOD CONSTRUCTION
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA
"NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION", LATEST EDITION.(NDS)
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR
WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS.
(I.E. BLOCKING OR GABLE END BRACING), SHALL BE SOUTHERN
YELLOW PINE OR EQUIVALENT. NO. 2 GRADE SHALL BE USED
REGARDLE55 OF SPECIES,
3. TOP AND BOTTOM PLATES OF LOAD BEARING WALLS MUST BE
SOUTHERN YELLOW PINE NO. 2 OR EQUIV.
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PRE-FABRICATED WOOD TRUSSES
PRE -FABRICATED WOOD TRUSSES (CONT.)
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1" ALL PREFABRICATED WOOD TRU55E5 SHALL BE SECURELY
8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS,
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FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH
WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS.
HURRICANE CLIPS 01R ANCHORS.
TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
a
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGER5.
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2. TRUSSES SHALL BE DESIGNED 13Y MWFRS METHODOLOGY FOR
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LONG, SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES.
9. PROVIDE ADDITIONAL BRACING AND BLOCKING PER HIB-91
N
MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS
AND TRUSS MANUFACTURER'S DRAWINGS
AND CLADDING METHOD UNLESS 5PECINED OTHERWISE BY TRU55
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ENGINEER OF RECORD
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3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN
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ACCORDANCE WITH THE LATEST EDITION OF THE
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FIELD REPAIR NOTES
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4. "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE
LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE
a
NATIONAL FOREST PRODUCTS ASSOCIATION.
1. DRILL A 3/4" DIAMETER HOLE MIN. 0" [DEEP AT THE LOCATION OF THE
N
OMITTED REBAR, AND INSTALL NO, 5 BAR INTO EPDXY FILLED HOLE
5. TRUSS MEMBERS AND CONNECTIONS SHALL BE
EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVILENT. FOLLOW
PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS
MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS
U En
INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND
FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED
E"
THE LIVE LOADS GIvEN IN THE NOTES AND TOTAL DEAD
AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL
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LOAD"
WAY DURING BONDBEAM POUR. USE 30'' MIN. LAP SPLICE. HOOKS AT TOP
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6. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS
OF BAR TO BE MIN. 12 BAR PIAMETERS(EXCLUpING BEND).
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REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON
2. MAT SUBSTITUTE 5TRAPS/CONNECTOR6 w/STRAPS/CONNECTORS
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PLANS.
OF EQUAL OR GREATER UPLIFT 4 LATERAL RESISTANCE VALUES IN FIELD
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1. TRUSS ELEVATIONS AND SECTIONS AIRS FOR GENERAL
WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION
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CONFIGURATION OF TRU55E5 ONLY, WEB MEMBERS ARE
INSTRUCTIONS ARE FOLLOWED.
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NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS
3. FOR MORTER JOINTS LESS THAN 1/4", PROVIDE (U#5 VERT, IN CONC. FILLED
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MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
CELL EA. SIDE OF JOINT(BA1R DOES NOT HAVE TO BE CONT. TO FTG.)
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TRUSS DESIGN LOADS :
4. 2X12'5 MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS
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TOP CHORD : LL = 20 PSF
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5. RIMi BOARD5 MAY BE USED FOR R15ERS 4 TREADS ILO 2x12'5
DL 10 PSF(5HINGLE TYPE ROOF COVER)
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DL = 14 PSF AT OVERBUILT
6. WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD
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BEARINCs WALLS
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BOTTOM CHORD : DL = 10 PSF
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WIND LOAD :SEE DESIGN REQUIREMENTS
T, MISSED META-16 LINTEL STRAPS FOR MASONRY
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(TRUSS MNF. MAY TAKE REDUCTION FOR (o:12 SLOPES OR GREATER)
CONSTRUCTION MAY BE REPLACED w/ 51MP50N I-ITSM16
_
TWIST STRAPS) W/ ( i ) lOd Q TRUSS 4 (4) 1/4 x 2 1/4 TAPCONS
CMU EACH. USE (1) FOR UPLIFTS OF 540 LBS, OR LESS. USE (2) a
FOR UPLIFTS OF a41 LBS. TO 1680 LBS. OTHERS ON CASE a
BY CASE BASIS TO Br- APFROv1=TD �Y HN�zIN> Krz nK �1 rnrDr) 0
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WHILE EVERY ATTEMPT HAS BEEN MAD5 TO PRI=VI=NT HUMAN ERROR,
CONTRACTOR5, 5UB-CONTRACTORS AND 5UILDER5 ARE URGED TO
REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
OF CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIBLE
FOR ANY MISINTERPRETATIONS, ERROR5, OMISSIONS OR CUSTOM CHANGES
MISSED AND NOT REPORTED TO BEAUMONT 4 ASSOCIATES, INC. PRIOR TO
CONSTRUCTION. NO EXCEPTIONS.
FOUNDATION PLAN 1/41= 11-01
3/4 I �.T.
CW,Hw
BATH LAV.
LAV.
_ I _ 11 1/2 "CUJ,HUJ
BATH
< T. A V.
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L.T. LAUNDRY
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KITCHEN W
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3/4 "CW,HW --\
1/2 "Cud
3/4 "GW,HW
NOTE:
DIAGRAMS FOR EA. UNIT ARE
SIMILAR EXCEPT WHERE NOTED
PLUMBING RISER DIAGRAM WATER
NO SCALE HEATER
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SANITARY RISER DIAGRAM
NO SCALE
L f=—(3rmND
REA(ft2) DENOTES OPENING SURFACE
* P AREA AND DE51GN PRESSURES
- P (PSF) T`r'P.
WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR,
CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO
REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
OF CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIBLE
FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES
MISSED AND NOT REPORTED TO BEAUMONT 4 ASSOCIATES, INC. PRIOR TO
CONSTRUCTION. NO EXCEPTIONS.
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LAV. LAY.
BATH #2
9'4" CLG.
D z1
FLOOF� FLAN 1/411 _ 11-011
O DOOR 5CHEDULEO
WINDOW SCHEDULE
F
WIDTH
HEIGHT
THICKNESS
COMMENTS
TYPE
LIGHTS
GLASS
HD. HGT.
BUCK DIMENSIONS
5'-0"
6'"1
3/4"
V-0" MTL DOOR W/ (2)12" SL
A
C-25
SEE ELEY.
CLEAR
SEE ELEY.
31 3/4"X63"
16'-0"
'I' -0"
------
OVERHEAD GARAGE DOOR
B
C-1/2-35
SEE ELEV.
CLEAR
8l-0"
21 1/4"X63"
3
2'-8"
6'-8"
1 3/4"
EXTERIOR W/ 12" S.L.
C
F.G.
15EE ELEY.
EMP/OBS
8'-0"
49"X49"
4
2'-8"
ro'-8"
------
H.C. INTERIOR
D
C-35
SEE ELEV.
CLEAR
8'-0"
54"X63"
5
2'-6"
6'-8"
1 3/4"
H.C. INTERIOR
E
(2)C-25
SEE ELEV.
CLEAR
SEE ELEV.
U4 HALF /4Fa'"DS
ro
2'-0"
6'-8"
1 1/2"
H.C. INTERIOR
F
TRANS.
SEE ELEV.
CLEAR
9'-1"
62"x24"
7
2'-0"
6'-8"
1 1/2"
BI-FOLD - ro PANEL
S
2'-roll
ro'-8"
1 1/2"
BI-FOLD - 6 PANEL
9
(2) 2'-roll
6'-8"
1 1/2"
BI-FOLD - 6 PANEL
v
10
8'-0"
S'-0"
1" NOM.
SLIDING GLASS DOOR
GENERAL NOTES
SHOWER ENCLOSURE
1. ALL EXTERIOR WALL SHALL ASSUMED TO
BE LOAD BEARING. SEE FLOOR PLAN
AND FOUNDATION PLAN FOR C.M.U.
WALL REINFORCEMENT LOCATIONS.
10" 4il
TILE
I/2" TYPE °x"
GYPSUM BOARD
2. WINDOW AND DOOR SUPPLIERS SHALL
CURRENT ROUGH OPENING INFORMATION
WHICH SHALL HAVE PRECEDENCE OVER
THE WINDOW AND DOOR SHEDULES ON
TUB
SHOWER
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 SHALL COMPLY WITH
SECTION 2405.2.1 OF THE FLORIDA
2 II LEDGE IN
SHOWER
BUILDING CODE 2001 EDITION.
6. ALL GARAGE/OVER HEAD DOORS SHALL BE
LISTED AND TESTED FOR 30 SECONDS AT DE51GN
PRSSURE(+/-) TO INCLUDE A 10 SECOND GUST AT 1.5
TIMES THE DESIGN PRESSURE.
ION
1. MOISTURE BARRIER: ALL EXTERIOR WALLS TO HAVE
APPROVED MOISTURE BARRIER NOT LESS THAN NO. 15
FELT, KRAFT WATER PROOF COVERING, TYVEK (OR EQ.),
LIVING UNDER A/C
GARAGE
lelci SQ. FT,
451 5Q• FT.
OR PAPER BACKED MTL LATH FOR STUCCO.
APPLY WITH A MINIMUM OF 6" VERTICAL LAP
(UPPER LEVER OVER LOWER LEVEL) AT
COVERED ENTRY
32 5G2. FT.
VERTICAL JOINTS. FASTEN PER MAN. SPECS.
COVERED PORCH
101 50. FT.
LEGEND
TOTAL SQUARE FEET
2569 5Q. FT.
INDICATES Sx8xl6 (NOM.) C.M.U. (EXTERIOR
LOAD BEARING ). 12'-0" TOP OF CMU
LINEAF� FT.
L C
INDICATES Sx8xl6 (NOM.) C.M.U. (EXTERIOR
LOAD BEARING ). 10'-0" TOP OF CMU
INDICATES Sx8xl6 (NOM.) C.M.U. (EXTERIOR
MAIN HOUSE
218'-0" LINEAR FT.
LOAD BEARING Pb'-4" TOP OF CMU
OF 9' - 4" 5LOCK
INDICATES Sx8xl6 (NOM.) CM.U. (EXTERIOR
LOAD BEARING ). 8'-0" TOP OF CMU
PATIO
22'-4" LINEAR FT
INDICATES WALLS TO BE UTILIZED FOR TRUSS
OF 9' - 4" 5LOCK
BEARING 2x4 WOOD STUDS -a 16" O.C. U.N.O.
INDICATES 25 GA. MTL. STUDS 24" O.C. MAX.
TOTAL
240'-4" LINEAR FT
(NON LOAD BEARING INTERIOR PARTITIONS
OF 9' - 4" BLOCK
ONLY.) (UN.O.)
INDICATES FILLED CELL WITH (U VERTICAL
15 GROUTED SOLID, (UN.O.) BAR TO BE CONT.
BOND COURSE TO FOOTING, REFER TO
COVER SHEET FOR SPLICE AND BEND REQ.
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1fM EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS,
SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW 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.
MATERIALS
1. f'c precast lintels = 3500 psi.
2, f'c prestressed lintels = 6000 psi.
3. f'c grout = 3000 psi 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 Inst t atlon 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 grouting.
and routin .
5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4' and
Longer with a nominal height of 8' / 80 g g meet or exceed L 1
6. Bottom field added rebar to be located at the bottom of the lintel cavity,
7. 7/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -In -place concrete may be provided In composite lintel In lieu of concrete masonry units,
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
SAFE LOAD TABLE NOTES
1. All values based on Minimum 4' bearing. Exception) Safe loads for unfilled
lintels must be reduced by 20% If bearing length Is less than 6-1/2'.
Safe loads for all recessed lintels based on 8' nominal bearing,
2. N.R. = Not Rated,
3, S Loads of L superimposed allowable load on the section Safe l ad are t aI n specified.
4. Safe loads based on grae 4or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the designer by providing
addlonal reinforced masonry above the precast lintel.
6. One #7 rebar may be substituted for two #5 rebars In 8 l ntels o y I nly.
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 lintel heights not shown, use safe load from next lower height,
9. All safe loads in units of pounds per linear foot.
` /
• A
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8FX-1B/1T
GENEFRAL NOTES:
1 CONT, IN
TIE BEAM
C 1 CONT. IN
PRECAST LINTEL
I. AREAS OF BLOCK 45V, MASONRY' OPENINGS
ARE TO BE GROUTED SOLID TO TIE BEAM.
2, C1)*E� REBAR IN TIE BEAM IS TO BE CONT.
THROUGH OUT INCLUDING ABV. MA5ONR't'
OPEN ING5. U.N.O.
3. ALL STANDARD
LINTELS
TO NAVE
MIN. 4" BEARING EA. END
ALL RECESSED
LINTELS
TO MANE
MIN. 8" BEARING EA. END
8RF6-0B/1T 8F8-0B/1T
BF16-1B/1T
8F20-1B/1T
4 ^ST 49457e LINTEL SCHEDULE
LINTEL
N0,
LENGTH
:T:YPE
COMMENTS
L 1
3'-6'
BF16-121/1T
L 2
4'-6'
BF16-1B/1T
L 3
5'-4'
8F16-1B/1T
L 4
5'-10'
8F16-1B/1T
L 5
6'-6'
BF16-121AT
L 6
7'-6'
8F16-1B/1T
L 7
9'-4'
8F16-1B/1T
L 8
15'-4'
8F16-1B/1T
L 9
17'-4'
8F36-iBAT
PRESTRESSED
L 10
'-4'
8F8-1B/1T
L 11
6'-6'
8F8-iB/iT
DLi
6'-8'
8RF6-DB/iT
HIGH STRENGTH PRECAST AND PRESTRESSED
CONCRETE LINTELS AND SILLS
A DIVISION OF FLORIDA ENGINEERED
CONSTRUCTION PRODUCTS CORPORATION
P.O. Box 24567 Tamppa, Florida 33623
Phone: 813-621-4641
TYPE DESIGNATI❑N
F = FILLED WITH GROUT / U = UNFILLED
FQUANTITY ❑F #5 REBAR AT
BOTTOM ❑F LINTEL CAVITY
U, i
J
8F16-1B/1T
I ,
J
NOMINAL WIDTH �
L
Ln o
Z
.n
NOMINAL HEIGHT
QUANTITY OF #5
REBAR AT TOP
"= REBAR AT T❑P
4IN. (1) REQ'D
CLEAR
C.M.U.
_'• . X#5
GROUT
REBAR AT BOTTOM
• • OF LINTEL CAVITY
BOTTOM REINFORCING
7-5/B'ACTUA PROVIDED IN LINTEL
-.-----.-. . _1 - (VARIES)
SAFE LOAD TABLE
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
4MT4494"
GRAVITY
SU8
8FB-OB
SF12-OB
SF16-OB
F20-0FF,24-0*F29-0
F32-OR
8F8-1B
8F12-1B
8F16-1B
8F20-1
F28-1B
F32-LB
2'-10'<34') PRECAST
2302
3166
4473
6039
7526
10472
11936
31664473
6039
7526
10472
119363'-6'
C42') PRECAST
2302
3138
3377
4689
6001
8630
9947
3166
4473
6039
7526
9004
10472
11936
4'-0' (48') PRECAST
2029
2325
1 2496
3467
4438
5410
6384
7358
2646
4473
6039
7526
9004
10472
11936
4'-6' (54') PRECAST
1651
1787
1912
2657
3403
4149
4896
5644
2170
4027
6039
7526
9004
10472
9668
5'-4' (64') PRECAST
1184
1223
1301
1809
2317
2826
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' (90') PRECAST
767
1029
1675
2385
1994
2439
2886
3333
1029
1675
2610
3839
5596
6613
5047
9'-4' (112')PRECAST
573
632
1049
1469
1210
1482
1754
2027
768
1212
1818
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
1054
2355
1793
2075
598
935
1365
1854
2441
3155
4044
12'-0'(144') PRECAST
414
545
864
1254
1689
2074
1570
1818
555
864
1254
1693
2211
2832
3590
13'-4'Y160') PRECAST
362
427
726
1028
1331
1635
1224
1418
485
748
1076
1438
1855
2343
2920
14'-0'(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
1855
2370
2890
3410
17'-4'(208')PRESTRESSED
N,R,
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'-O'(264')PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
160
300
570
870
1250
1660
1970
24'-O'C288')PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
130
240
470
720
1030
1350
1610
8" PRECAST & PRESTRESSED U-LINTELS
01=441111911111111
UPLIFT
LATERAL
LENGTH TYPE
8F8-IT
8F12-1T
8F16-1T
8F20-IT
F24-1T
8F28-1
F32-1T
8U8
8F8
8F8-2T
81`12-2
F16-2T
F20-2
F24-2
F28-2
F32-2
2'-10'<34') PRECAST
2727
2878
4101
5332
6569
7811
9055
2021
2021
2727
2784
3981
5190
6407
7630
8857
3'-6' (42') PRECAST
2165
2289
3260
4237
5219
6204
7192
1257
1257
2165
2215
3165
4125
5091
6061
7036
4'-0' (48') 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
1393)K
1484
2110
2741
3375
4010
4648
505
505
1393
1437
2050
2670
3293
3920
4549
5'-10'(70') PRECAST
1272x(
1357
1930
2505
3084
3665
4247
418
418
1272
1315
1875
2441
3010
3583
4157
6'-6' <78') PRECAST
1141w
1200
1733
2250
2769
3290
3812
707
887
1141
1182
1684
2192
2703
3216
3732
7'-G' (90') PRECAST
959
912
1475
1914
2354
2797
3240
591
657
990
1029
1466
1907
2351
2797
3245
9'-4' (112')PRECAST
801x
612
980
1269
1560
1852
2144
454
630
801
755
1192
1550
1910
2271
2634
10'-6'C126') PRECAST
716•
498
793
1027
1261
1496
1731
396
493
716
611
1039
1389
1711
2034
2358
11'-4'C136') PRECAST
666M
439
696
899
1104
1309
1515
363
556
666
535
905
1595
1896
2198
12'-O'<144') PRECAST
6070
400
631
1001
1186
1372
340
494
631
486
818
P686
1514
1799
2086
13'-4Y160') PRECAST
500M
340
532
841
997
1153573
302
398
409
682
1367
1637
1897
14'-O'(168') PRECAST
458x
316
493
635
778
922
1065
286
360
548
378
629
922
1254
1567
1816
14'-B'<176')PRESTRESSED
243
295
459
591
724
857
990
N.R.
357
243
352
582
852
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'(2081)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.
172
142
212
336
477
635
807
993
22'-O'(264')PRESTRESSED
140
180
268
343
418
493
568
N.R.
161
137
205
322
457
607
771
947
24'-OY288')PRESTRESSED
127
165
244
312
380
447
515
N.R,
135
124
186 1
290
408
538
680
r 833
=KL1JUl.L V HLUt B T C A t UK UKAL)t 4U h 1tLI1 KtBAK
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
kn�*_"M
GRAVITY
LENGTH TYPE
8RU6
8RF6-OB
8RF10-OB
8RF14-0
8RF18-0
RF22-0
RF26-0
8RF30-0
8RF6-1B
8RFL0-LB
8RF14-1
8RF18-1
BRF22-1
RF26-1
8RF30-1
4'-4' (52') PRECAST
1489
1591
3053
2982
3954
4929
5904
6880
18 77
3412
4982
6472
7947
9416
10878
4'-6' (54') PRECAST
1357
1449
2782
2714
3600
4487
5375
6264
1702
3412
4982
6472
7947
9416
10878
5'-8' (68') PRECAST
785
832
1602
1550
2059
2566
3075
3585
1153
2162
4074
6472
6516
5814
6839
5'-10'(70') PRECAST
735
779
1500
1449
1924
2400
2876
3352
1103
2051
3811
6472
6516
5450
6411
6'-8' (80') PRECAST
822
907
1677
2933
1 2576
3223
3872
4522
1677
2933
4100
6730
8177
6707
7'-6' (90') PRECAST
665
1377
2252
1958
2451
2944
3439
E53
1377
2329
3609
5492
6624
5132
9'-8' (116')PRECAST
371
834
1253
1071
1342
1614
1886
928
1497
2179
2619
3595
2875
8" PRECAST W/ 2" RECESS DOOR U-LINTFI S
Bern
UPLIFT
LATERAL
LENGTH TYPE
8RF6-1T
BRF10-1T
8RF14-1
BRF18-IT
BRF22-1
RF26-1
SRF30-1
8RU6
8RF6
8RF6-2T
8RF10-2
8RF14-2
8RFIS-2
RF22-2
RF26-2
RF30-2
4'-4' (52') PRECAST
1244
1573
2413
3260
4112
4967
5825
932
932
1244
1519
2339
3170
4008
4050
5696
4'-6' (54') PRECAST
1192
1507
2311
3121
3937
4756
5577
853
853
1192
1455
2240
3036
3837
4643
5453
5'-8' C68') PRECAST
924*
1172P14638
2423
3055
3689
4325
501
501
924
1132
2357
2978
3 603
4230
5'-10'(70') PRECAST
996X
1138
2352
2965
3581
4198
469
469
896
1099
2288
2891
3497
4106
6'-8' (80') PRECAST
778
882
2042
2573
3107
3642
830
1100
778
956
1987
2509 1
3035
3563
7'-6' (90') PRECAST
U-688-1
697
1325
1810
2280
2753
3227
710
941
688
1 849
1302
1762
2125
2690
3157
9'-8' (116')PRECAST
533x
1 433
808
1123
1413
1704
1995
516
614
533 1
527
1009
1369
1728
2088
2450
o
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1/2" GYP. BD. ON 2x4'5
1/2" G.W.B. OVER VAPOR 16" O.C. " - PRE-ENGINEERED WD TRUSS, 24" O.G.
BARRIER W/ R-3 IN5UL.. TEXT. FINISH ON -I/16" '�' _
BETWEEN 3/4" P.T. VERTICAL OR 15/32" O.5.B. 12 R-30 INSULATION
FURRING a 24" O.C. all CMU BLOCK 2x BRG. EXT. WALL m w,� r (TYP) 6 HURRICANE ANCHOR AT EACH TRUSS
3-I/2" GONG. SLAB(2500P.5.1. _ 31i2" CONC. 5LAB(2500P.S.1.) 1i211 J-BOLTS 6" FROM REFER TO ROOF PLAN
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 \�'�
# SPACE a 32" O.G. _ _ _ _ _ _ SHINGLES ON
FIBER REINF. GONG. _ TIE BEAM SPLICE TO FIBER REINF. GANG. (6" MIN. EMBED) ,f�; -' — - — '.�'- _ \
BE MIN. 30 GROUT ON 6 MIL. VAPOR _{ I I-- I I� I �=_� {=I I (� - . ' - }r �\
ON 6 MIL. VAPOR - `:i -I I -- I -- =1(_I=1 I I -=I I i~I I Imo) I I = `' 1�_q�� (APPLIED ACCORDING TO MANUF. SPEC.)
CELL SOLID BARRIE PT SOT. PLT. __" I i �_ _ 15" ROOF FELT ON ROOF
BARRIER r;l �) !_-z -I I !�
I i- - I - - SHEATHING ON ROOF TRUSSES.
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j' I IMI j; ` III i 0 1 ELEVATION VARIES
CxRADE 4 =I i=1 I I=1 I 1=! 111- r '; �J' = GRADE Q A/C CHASE I_I ,r �.'r. ••AI 11= -I I f = ',;'' _ TOP OF MASONRY
ICI i 1-=1 11==I I 1177.
- -- _ _=' °:' - -
GLEAN _-I 1 I-=i I I -=I Ii= _ :.`��` : �I I -I I1—�_I I=I = GLEAN -i I I =I (I=1) i=• ;�.Iz. I I= I = tNRU STEM WALL(! ICI I I�_ IIhhI 4" PVG SLEEVI^-� J •,:::� _4 -I III^ 1/2" DRYWALL ALUM. DRIP EDGE
COMPACTED FILL ' ICI I I=III - I I= I I I=1 I !� I I h COMPACTED FILL ' I III -I I I- 11==1 11=�: I I e 1 4 :) I I -I .,
7HRU STEM WALL( ! !) I11! ICI I - Ix2 PT NAILER _ I 2x6 R.S.C. FASCIA
a 95go STANDARD I (�) a 9550 STANDARp I ��� I =
DENSITY AND 1_ a i= _I I DENSITY AND
;
_ VENTED ALUM. SOFFIT
TERMITE TREATED -I ! II. '� ° ; •� . --1 ! ( TERMITE TREATED ! -
=1;y,
_ TYP. SINGLE TIE -BEAM
S"xl6" GONG.. FTG, S"xlro" GONG. FTG. - - W/ (1) "B CONT. GROUT
WHERE 2ND STORY OCCURS ON CHAIRS. AIRS.ONT WHERE 22NDBSTORY OCCURSW1
11 ON CHAIRS, S'5 .ONT. W�REANpBSA STORY OCOCUR$ 11 WHEREA2NDBSTORY OCCURS � 1 SOLID
FTG SHALL BE 10" x 20"
11
WK31'5 BAR W/(3)05 BAR WK3/w5 BAR WK31'5 BAR
I/2" DRYWALL PRECAST LINTEL
STEIN WALL W1 STEM WALL W1 STEM WALL A/C CHASE STEM WALL A/C CHASE PER PLAN
CMU 5LOCK 3/4"=�'-��� 2 WOOD FRAME 3/4"=1'-0 3 CMU 5LOCK 3/4"=1'_0" � WOOD FRAME 3/4"=1'-0" Lu
/ ALUM. FRAMED WINDOW }
/ W/ SCREEN
FILLED CELL MARBLE STOOL
W/ I0 5 TIED WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, PRECAST CONC SILL
❑ CONT. ROD CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED t0 REVIEW �[ Ix2 P7 FUR STRIP
I/2" GYP. BD. EA. SIDE
IN FOOTER ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF I AT 16" O.C. 8x8x16 CONC BLOCK
CONSTRUCTION. BEAUMONT t ASSOCIATES, INC. AND MONTH CONSULTING AND OF 2x'5 'a 16" O.C.
SLAB SLOPES AT DESIGN, INC.(MCD) ARE NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, I NON -LOAD GARAGE INSULATION ON
PER FT. AWAY ERRORS, OMISSIONS OR CUStOM CHANGES MISSED AND NOt REPORTED tO BRG. WALL VERT REINF. BEYOND
BEAUMONT 3 ASSOCIATES, INC. OR MCD PRIOR TO CONSTRUCTION. NO INTERIOR OF BLOCK WALL
I _ A 11 FROM HOUSE EXCEPTIONS. EXTERIOR FINISH (SEE ELEVATIONS)
4" CONC. SLAB GARAGE INTERIOR 6' EMBED) & O.C. (M2 1/4" I INTERIOR
I to FROM EA. END Ix4 PT BASE NAILE
4 PT SOT. PLT.
�OP $SOT F-4 EA STUD WOOD BA-5
FIN. GRADE MAIN FLOOR
OL
/�
O ( a _ W -,_.'_ __'_' t -III--�I II I-' --I ••� •.rr ��•' I• •P .� — —I ( I —I ! ELEV V-0II
Q i - - r� =i 1 I 1 I -1 : ', �' 4 —1 I 1=1 I I= �rrr=rrrr�r=rrrrr-- I G.M.u. FouNDAT1oN
• �� I I=11Il�I II == I=h=i 11==1 (3) S'S CONT. __ —�" = •'•--= °-� I I 1=1 I I 1=1 11==I I 1=1 I 1=1 I i==1- �= _ _
— i II IM I i h_I i I ._I ICI I W/ 3" MIN. CLEAR T -III W
- I I- . i 10'�
--.Iio 1 _ }
IiI—III �I�I--
-- 2411 - — NO REINFORCEMENT REQUIRED �I I (: ;)I l II,i,I � I-�„I I I„I U 1 i I I=1 I I=� L • =1 I I 2-�'S CONT. -
24 X 24 X12 d CONC
FOOTER W/3 05 _
ROD EACH WAY
CLEAN COMPACTED
POISON TREATED
CLEAN, COMP., TERMITE FILL
TREATED FILL
5 COLUMN FOOTER DETAIL � NOT USED � OFFSET FOOTING a OFFSET FOOTING WALL SECTION W1 „_ ,
ll
3/4�� = 1'-0" NON 5EARING 3/�"=�'-,a" SEARING 3/4"=�'-,a" CMU / STEM WALL 3/4 -� -�
COMP. SHINGLES OVER 150 FELT
ON -f/16" O.S.B. MIN.
PRE-ENGINEERED TRUSS a 24"
1/2" GYP. BD. EA. 61DE 1/2" GYP. BD. EA. SIDE O.C. W/ HURRICANE ANCHOR
ON EA. TRUSS
OF 2x'6 m 16" O.C. OF 2x4'5 � 16" O.G. SP-4aEA. STUD
SP-4aEA. STUD TOP4BOT. U.N.O.
1/2"XI" EXPANSION TOPkBOT. U.N.O.
ANCHORSa32" O.G. 11/2 "X7" EXPAN5ION PT SOT, PLT,
PT. SOT. PLT. ANCNORSa32" O.C.
• +�' " "d.AJJ_`�
'A. ,f SEE ELEV
4 r A
� "I! 1�-I 11-'I I I� -I i •...:: • , 8� ,.; � � .. ,1 I �I I � �=1 I � -I 11- _ �I I i=1 I I=III- • � � • � • • p: � `• p'• • I�i 1 I-_1 '--' _ • � -
=I ! {I i l—=1! ICI I•'+ :p:. �I I I =) 11^ �I (I =III=I�': �.8 , ;�': ' =III ~ G,i'° R-30 BATT INSULATION
_. _ ____ I ..._1 11_"-1 IiI�I 11=11 I-==� I I— =1 I i = I h • �' �•• � �'• •� '•�•: I I L_� `::h ,,�'.'
—111-111=1I1=1I!—II! ; ::.,s�,;i I/2" GYP. BOARD
(2) "5'5 CONT. lIII;;;III;;;l11=lli�lll—
W/ 3 MIN. CLEAR (3) S CONT. FILLED LINTEL BLOCK W/ I"5
71, S° W/ 3" MIN. CLEAR loll loll CONT. HORIZ. W/ 30" SPLICE MIN.
REFER TO CASTCRETE SPECS
FOR LINTEL REQUIREMENTS
g INTERIOR 5EARING 3/4"=1'-0" 1� INTERIOR TWO "_ Ig TYf=. SECTION - OPENING
STORY 5EARING 3/4 -1 3/4"=1'_011
3/4" RECESS S m ROD IN FILLED CELL
PER MFG. a 5LIDING A5 PER FLOOR PLAN
GLASS DR. 8 TIED TO CONT. ROD IN
SPEC' I FOOTER d LINTEL ROD
WALL BEYOND ABOVE
31/2" CONC. SLAB W/ FIBERMESH _ SLOPE - 31/2" CONC. SLAB W/ F15ERMESH
(OR W/6x6 10/10) FINISH GRADE (OR W/6x6 10/10)
OVER 6M V15Q. _ _
OVER 6M VISQ.
411 3-1/2" CONC. SLAB
GRADE SLIDING ClcA55 a�. _ -
, A.
. • .�,: -� �_ - - .- - I I- =1, � "� _ I i==! 11 �I II I-=1 I I_=; 111= I ____._ I � _____ I ((__
-I 11� 111--_Ill-'-I 1 I --I I 4 I/2" CASING
a . .• a• .:
• ► ��_ii �=_.: • a� .. • i�lii �lii�lil=lil=! � I � I-i�! ---till
silI ! = 111= :. � • �'" �. •. •° • (_ = I l ( (I '
ALUMINUM THRESHOL SLOPE
SxO THICKENED " x 5" THICKENED
SLAB W/ (1) "2 CONT. "
EDGE W/ 1 -#5 3-1/2" CONC. 5LAB(2500P.S.1. 3/4 RECESS
CONT. W/6x6 10/10 W.W.M. OR _____-___-- SLOPE 1/4"
FIBER REINF. GONC. PER F OT
S" X 16" CONC,
DRIVEWAY SLAB ON 6 MIL. VAPOR - = FOOTER W/ 2 05
EXP JOINT TERMITE TREATED
BARRIER PER MFG UZI
RODSCONT.OVERAGE FILL
WHILE EVERY ATTEMPT HAS BEEN MADE to PREVENT HUMAN ERROR, SPEC'S.
CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO WHERE 2ND STORY OCCURS
REVIEW ALL INFORMATION CONTAINED
�HEREIN PRIOR TO COMMENCEMENT I I �/ EXTERIOR DOOR /� /� I I FTG SHALL BE loll x 20"
N� F M T ALE
Fz`"�ONS OR CUEttC. 15 NOT STOM CHANGE I� THICKENED 3/4" = I'-0" 15 NtcJ �.:FAL.:.F Ct,F W/(3✓ BAR
MI E RAC P T E � U`/i� SSOGIATE�/ c1•�iRl�d'TO POURED SILLS IS
DETAIL
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DBL TOP PLT,
URRICANE CLIPS OR � �
—TRUSS TRU55 ANCHORS - SEE-IF
ABOVE ANCHOR SCHEDULE V m m
DBL.P
TOP PLATE GYP. BOARD (4) 8dx2" MIN. TOE NAILS L- L- L-
EDGE BLOCKING EA. JOIST TO TOP PLT. ~
NAIL RIM BOARD a roll O.G. STRAP TOP PLATE, HEADER
2x4 STUDS 16" O.C. CMU WALL
#2 (OR BETTER) 5YP OR SPF 51MP50N 5PI OR 5P4 CRIPPLES TOGETHER W/ o 0
TOP PLATES TO STUD LTSA IS MIN. U.N.O. PLAN w
5PF STUD CONNECTION AT 16" D.G. m .
TOP PLT. 2x STUDS 0 16" O.G. a o a'
w
IIY2" GYP. BOARD
*2 (OR BETTER) 5YP w
a o
ul
PRE-ENG. 2x STUDS _
FLOOR SYSTEM a )roll O.G.
MID SPAN BLOCKING �
2x4 P.T. PLATE PLYWOOD OR 0.5.8. BETWEEN EA. STUD Q a a�
L u
FOR UPLIFT > O
M5TC-40 J" BOLT fD 32" O.G. MID SPAN w
a EA. STUD BLOCKING Z a)
ANCHOR BOLTS V Ell Q
2x Pt SOT. 2" GYP. BOARD (4) EQ. SPACED] Z
a. PER PLAN /fro "x 3 1/4" SIMPSON
Q W 3
. PLATE. TITENS w/ WASHERS,
:. _ IMP50N 5P1 OR 5P4 PT SOTTO roll MAX FROM TO o O A
i� a HURRICANE CLIPS -0 16" O.G. PLATE AND BOTTOM P W o p
• SHEAR WALLS TO BE ��p" GYPSUM , J BOLTS 32 2x4 P.T. PLATE Q V1
WALL BOARD STAGGERED, BLOCK O.C. MAX roll EMBED. z
z" GYP. BD. ALL EDGES, STUDS a 16" O.C. No.6 6 MAX FROM E.A. ENDFffi a �
REFER TO FOUNDATION >�
1�i4" SCREWS TYPE W OR S. FASTEN _ o
4" O.G. PANEL EDGES AND FIELD.- AND LOCATIONCt
TING SIZE }� I I' I I U
STRAP TOP PLATE, HEADER 15 E XT. FRA I E WALL -CONN. p � �
CRIPPLES TOGETHER W/ 11 INT. LO�� TO 5LOCK WALL DETAIL
SIMPSON SPI OR SP4 LTSA 12 MIN, U.N.O. 3 C��I ,�-�UJ�4LL. ��'�. 1/�"=1'-�" SEARING WALL 1-1/2" = 1'-�" 1/2"=1'-o" o TOP PLATES TO STUD WALL t a
CONNECTION AT 16" O.C. II �GN E E UJ,� � ON I O I
2x4 5TUD5 6 16 O.C. 0
I �
*2 (OR BETTER) 5YP OR SPF O C lot � � � 1-1/2" = 1' -0"
o pq cca
MID SPAN BLOCKING Lxd p cza
BETWEEN EA. STUD (1)05 IN TIE BEAM
(IT'S BAR IN PRECAST LINTEL m
ANCHOR BOLTS ALL LAPS 48 BAR DIAMETER MIN. L1u —� — — — — — — — — — — — w ROBERT M. MONTA, P.E
iA "GYP BOARD
-40 I 11 I (2�'S' VERTICAL
PER PLAN
(3c
CL.�ROUT FILLED
rn
IMPSON SPI OR 5P4
NOTES:
RUNNING BAR
NOM. 8" KNOCK -OUT
(I CONT. IN TIE
HURRICANE CLIPS 6 16" O.C.
WINDOW AND DOOR ASSEMBLIES TO CONFORM
BLOCK
BEAM COARSE
(
CI>i'S VERTICAL IN
2x4 P.T. PLATE
TO FBC 2001 CHAPTER 11 SECTION 1101.4
�^
,°
I
GROUT FILLED CELL
=
0
ALL CONNECTIONS BY OTHERS SHALL BE
DOWEL LAPPED
GROUT TIE BEAM
PROVIDE HANGERS TO HOLD
I
I
= v°D,
ifhREFER
TO FOUNDATION
CAPABLE OF RESISTING THE DESIGNATED
WITH WALL REINF.
COARSE SOLID
.
°;
BAR IN PLACE DURING POUR,
3 �
PLAN FOR FOOTING SIRE
WIND FORCES SHOWN ON SHT. 2 (FLOOR PLAN).
� �
REFER TO MAN. SPECS. FOR
o
AND LOCATION
..,, ;
SPACING REQUIREMENTS
0 Q
En
2X PT BUCKS/NAILERS SHALL EXTEND BEYOND
NOM. allCMU
I
I I
w
INTERIOR FACE OF WINDOW, FASTEN
��
_
— —
_ _ _ _
-
��.
O r�
BUCK TO MA50NRY W/1/4"X3" TAPCONS
PROVIDE SCREEN WHEN
a m
6" FROM EDGES AND Iro" O.G. MAX.
BLOCK BELOW IS NOT
id
REQUIRED TO BE FILLED
o= a
BUCKS LESS THAN 2X TO BE FASTENED *5 CORNER BAR I _ _ _ 0
0
W/CUT NAILS OR EQUIVALENT, STRUCTURAL GROUTED CELL
-�• WALL/
I I I I CONNECTION OF WINDOW TO STRUCTURE NOTE: ALL HOOKS AND SPLICES TO BE
INT. , LOADI' RG. WA1. L/ BY OTHERS IN THIS CASE. -�• NOTE: TIE BEAM COURSE MAY BE USED ILO OF KNOCK -OUT CONSTRUCTED AND 51z1=D PER NOTES U►
2 &TO��Y WALL ASV 8 T�'�. CORNER VET' I . BLOCK TO ELIMINATE USE OF HANGERS, 2" COVER MUST REMAIN Z
WALL REINFORCING
00
- cq
NTS 12 TIE 5EAM DTL. 111/21 1'-��� 1� RE�,� DETAIL NTS
WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR, CONTRACTORS,
O
PRIOR TO COMMENCEMENT OF CONSTRUCTION. BEAUMONT &ASSOCIATES, INC. IS NOT
H
RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED 2 X 6 X 12 P T OF OPENING N
AND NOT REPORTED TO BEAUMONT & ASSOCIATES, INC. PRIOR TO CONSTRUCTION. NO
EXCEPTIONS.
2x4 STUDS 1+ 16" O.C.2x4 STUDS 16" O.C.
"2 (OR BETTER) 5YP OR 5PF (OR BETTER)
5YP OR 5PF
LTS-lro
GYP. BOARD GYP. BOARD
PRE - ENG. PRE - ENG.
FLOOR SYSTEM FLOOR SYSTEM
MSTC-40
a EA. STUD
--F—TIE-BEAM -
NAG
Pt 2x4 NAILER
2x4 ELKS.
1=XT. SHEATHING
PER PLAN
PRECAST
SILL
Ul
CEN*rEIR BUCK
z
_ _ _
_ _ _
w PC
i
o
1" EDGE
1
1/2" EDGE �
2 1/2" EDGE-
0
I
I
w
3/8" DIA. ANCHOR
d7
lOCIX3"v
Q
t
a�Q
2 X 4 P.T. TOP BUCK
COMMON
rz
X
Ll
X
I
z
Ul
W
U
----
•
1
1/2"
W
2 X ro P.T. BUCK EACH
cv
N
1/2"
N
1/4"
w
SIDE OF OPENING
10dX3Ll
GOMMO,�
N
3/8" DIA. J-BOLT W/ 5-1/2" EMBEDMENT
„
COM
COMMON
z
z
x
x
FASTEN SYP OR SPF
v
�
•
AT EACH DOOR BRACKET, EACH SIDE OF
SIDE
2X6 (MIN. WIDTH) PLATE
DOOR, PROVIDE 1-1/2" X 3/Iro" THICK
z
Q
Q
tHRU "f/16° O.S.B. SHEAtHI
WASHER W/ EACH ANCHOR.
U
N
(L
TO PRE-ENGINEERED TRUSS
w
Q
N
BELOW WITH 1%"x4liz" SIMPSON
NOTE:
SDS SCREWS 2X6 PLATE TO
THIS DETAIL DEPICTS A
COMMON
TOP CHORD OF EA. TRUSS, BELOW
TYPICAL VALLEY
OFF. SIDE—
CONDITION AND IS NOT
=
BUCK SPECIFIED BY FASTEN CONVENTIONAL 2X VALLE
SPECIFIC WITH REGARD o
WINDOW/DOOR RAFTER I=RAMIWs (OR _E> E p TO SIZE OF FRAMING
MANUFACTURER START BOLTS AFTER (2r2X4's (2r1X6's (2)2X8's VALLEY tiRI,ISSES) TO 2X PLATE WITH MEMBERS n}
NOTE: ARCHLE55 WINDOWS SIMILAR GARAGE CURB SIMPSON H2.5 CONNECTORS (5-8d NAILS)
FOOTING TIE 2X 5 U I L, T- U� S T U AT EACH RAFTER t0 PLATE CONNECTION
DETAIL NTS g 5UCK DETAIL NTS 13 COLI�I"IN 1� T ILS 1�%"=1'-,a" >
2"GYP. BD. �2" GYP. Bp. I� TYf=. VALLEY CONNECTION NTS W
U
cn
STRAP TOP PLATE, HEADER �' STRAP TOP PLATE, HEADER 4" BACK5PLASH
SIMPSON SPl OR SP4 CRIPPLES TOGETHER W/ CRIPPLESENTOGETHER W/ w
SIMPSON SPI OR SP4 —COUNTERTOP
TOP PLACES t0 STUD L76A 12 MIN. UN.O. TOP PLATES TO STUD
CONNECTION AT 16" O.C. CONNECTION AT iro" O.C. EXTE D To 5
2x4 STUDS )roll O.G. 2x4 STUDS ,@ 16" O.G. 10 5 BAR CONT. -f/Iro" O.S.B. PAST BASE V)
+� (OR BETTER) SYP OR SPF a
12 (OR BETTER) SYP OR SPF 2x8'sa12" O.G. 4" MTL. STUDS )roll o
MID SPAN BLOCKING MID SPAN BLOCKING - TIE -BEAM - _ — — _ _ _ — _ — _ _ _ O.C. Q
BETWEEN EA. STUD BETWEEN EA. STU BUILDING WRAP
X MSTAM-24 EA. SIDE 1/2" M.R. GYP. BD. I �-
RECESSE OF EA. STUD TO CEMENtItUOUS FINISH
PRECAST , TIE BEAM BELOW CERAMIC TILE _ I I 2
HEADER I I D
CEMENT I TUOU5 WATERPROOF I I a
ANCHOR BOLTS ANCHOR BOLTS - — - — — - FINISH STOP SEALANT I I m
�i2" GYP. BOARD PER PLAN 11/2 GYP. BOARD HOLD O.S.B. BACK 3/16"
PER PLAN IMPSON SPI OR SP4 SIMPSON SPI OR SP4 I 2X8 PT BOt. PLT. FLASHING i i BASE CABINET o
HURRICANE CLIPS � )roll O.G. HURRICANE CLIPS � )roll O.G. I I I N
2x4 P.T. PLATE 2x4 P.T. PLATE i PT HAILERS AS REQ'D. viz" J-BOLT W/SIMPSON
LBPS��z WASHER632" O.G. TUB I I Q
8" GMU WALL MAX.(MIN. 7" EMBED.) I I =
Ffh REFER TO FOUNDATION REFER TO FOUNDATION i O
PLAN FOR FOOTING SIZE PLAN FOR FOOTING SIZE POURED CELL W/I 05 BAR �z GYP. BOARD
AND LOCATION AND LOCATION BUCK SPECIFIED BY CONT. FROM BEAM TO CEMENTITUOUS FINISH I I a
WINDOW/DOOR FOOTING. O
MANUFACTURER U
*WALL
COI�NT� �'/T'I��
INT. L0,4I� �3i�C�. WALL, 2 INT. L0,�1� �3i�C�. �1ALL, 14 ��_ ,-0 D�T',�IL
19 2 STORY, WALL ASV 2 STORY � DOOR 5UCK DTL. NTS I� 5TEF DOWN TIE SEAM NTS WALL 5PLICE DETAIL /2 -1
n
COMP. SHINGLES OVER 15# FELT
ON 1/16" O.S.B. MIN.
PRE-ENGINEERED TRUSS a 24"
O.G. UJ/ HURRICANE ANCHOR
ON EA. TRU55
— R-30 BATT INSULATION
— 1/2" GYP. POARD
FILLED LINTEL BLOCK UJ/ 2#5
CONT. HORIZ. UJ/ 30'' SPLICE MIN.
SLAB SLOPES AT
'/a" P1=R FT. AWAY
FROM HOUSE
4" GONG. SLAB
FIN. GRADE - =
-
a�-
i 11
a
4 4 -
- a
24" X 24" X12" d 2411
FOOTER W/3 #5CONC -
ROD EACH WAY
'I III
CL€AN, COMP., TERMITE
TREATED FILL
SECTION T�4f;ROUG�4 LANAI
WHILE EVERT' ATTEMPT WAS BEEN MADE TO PREVENT HUMAN ERROR,
CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO
REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
OF CONSTRUCTION. BEAUMONT 4 A55OCIATE5, INC. IS NOT RESPONSIBLE
FOR ANY MISINTERPRETATIONS, ERRORS, OM15810N8 OR CUSTOM CHANCzEB
MISSED AND NOT REPORTED TO 15EAUMONT 4 ASSOCIATES, INC. PRIOR TO
CONSTRUCTION. NO EXCEPTIONS.
3/411 = 1'
2X4 BLOCKING'ZEA. OUTLOOKER
(ROOF SHEATHING* SPAN TO BE
2'=O" MAX.) END NAIL UJ/(2)166
w l A l l P f- A - Ire
2X4 OUTLOOKER
'X24" O.G. MAX.
1/16" O.S.B., NAIL
PER NAILING 5CI
2)16d NAILS PLT. TO
iTUD TOP45OTTOM(TYP.)
END NAIL PLTS. TO STUD)
31MP5ON H-10(TYP.)
?X FACIA, END NAIL
U/(2)16d NAILSaEA.
:)UTLOOKBR
-TOLD WALL DOWN 31/2''
=OR OUTLOOKERS
/16" O.S.B., NAIL
'ER NAILING-;: SCHEDULE
?X6's�16" O.C. W/FULL
DEPTH BLOCKINGa
3'-0" O.G. MAX.
NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D. PER HIB-91 4 TRUSS MAN. DRAWINGS
CEILING GYP. BOARD 15 NOT A DIAPHRAGM
GABLE ENDOVAULTED CEILING
(BALLOON FRAME[) WALL)
WALL
SHEATHING
PLAN
BEAUTY 51-
W/ MASTIC
NOTES:
1. MOISTURE BARRIER: APPLY HORIZONTALLY UJ/ MIN, 2" HORIZONTAL LAP
(UPPER LEVER OVER LOUDER LEVEL) 4 6" LAP AT VERTICAL JOINTS
FASTEN PER MAN. SPECS,
2. UNDERLAYMENT AF PLICATION-
FOR SLOPES 4:12 AND ABOVE - MIN. I LAYER.
START AT EAVE ( PARALLEL) PROVIDE MIN. 2" LAP
W/ SUCCESSIVE LAYERS.
FASTEN PER MAN. SPECS.
NOTE: ALL FASTENERS FOR UNDERLAYMENT TO
BE MIN, 12 GA.xl1/4" CORROSION RE515TANT ANNULAR
RING SHANK OR COIL ROOFING NAILS THROUGH 32 GA.x15/a"
DIAMETER TIN CAP.
3. SHINGLES -
FASTENING - (4) NAILS FOR EVERY FULL SHINGLE,
P FROM EA. EDGE a 12'' O.G., NAIL ROW TO BE
LOCATED APPROX. 55/a" FROM LOUDER PORTION.
ALL FASTENERS FOR SHINGLES TO BE MIN. 12 GA.xI"
CORROSION R€515TANT ROOFING NAILS W1 3/all HEAD,
USE ROOFING CEMENT FOR MAN. SPECS.
4. DRIP EDGE -
MIN. 26 GA. GALV. STEEL AND OVERLAP A MIN. OF 2"
DRIP EDGE TO EXTEND 1/4" BELOW 5HEATHING AT EAVES
AND EXTEND BACK TO THE ROOF MIN. 2"
DRIP EDGE TO BE FASTENED UJ/ MIN. 12 GA. CORROSION
RESISTANT ANNULAR RINGS SHANK NAILS a 12'' O.C. MAX.
5. FLASHING -
MIN. 26 GA GALv, 5TEEL FASTENED PER MAN. 5PEC5.
6.vALLEY LINING(CL05ED VALLEY)=
PROVIDE (ULAYER OF 36" WIDE ASTM D 19-10 COMPLIANT
UNDERLAYMENT
5 SHINGLE / FLASHING
DETAIL
BARRIER
FELT
OOF COVERING
=EL
ELF-SEAL
-OCKING AND CONFORM
A5TM D 3402
UNDERLAYMENT TO CONFORM WITH
ASTM D 226, TYPE I, OP ASTM D 4869
TYPE I.
PROVIDE MIN. 26 GA,
GALV. STEEL DRIP EDGE
2X4 BLOCKING@EA. OUTLOOKER
(ROOF SHEATHING SPAN TO BE
2'=O" MAX.) END NAIL W/(2)166
2X4 OUTLOOKERS NAILS EA. END
a24" O.C. MAX.
1/16" os.B., NAIL 42'-011 MAX.
PER NAILING SCHEDULE
END NAIL VA. OUTLOOKI=R
UJ/(2)16d NAILS To TRU55
PRE-ENG. ROOF TRUSS
" GYP. BOARD
CEILING NAILER
AS
1/2" GYP. BOARD .;
ON PT. FURRING �>
DBL. 2Xa
TOP PLT. —
2X8'5a16" O.G.
(TYP.) —�
I'-13" MAX.
(2)16d NAILS PLT, TO
STUD TOP4BOTTOM(TYP.)
(ENE) NAIL PLTS. TO STUD)
51MPSON H-10(TYP.)
�-
11
2X FACIA, END NAIL
UJ/(2)16d NAILSVEA.
�+
OUTLOOKER
m
HOLD WALL DOWN 31/2"
FOR OUTLOOKER5
7/16" O.S.B., NAIL
PER NAILING SCHEDULE
1/2" J-BOLT W/SIMP SON LBPS1/2
UJ45HER',)32" O.G. MAX.
(MIN. 6" EMBED.)
CMU WALL BELOW
L5TA-24 UJ/(6)3/16"XI-1/4"
SIMP50N TITENS TO CMU
(TYP. EA. STUD)(EA. SIDE)
REFER TO FLASHING DETAIL
FOR FLASHING REQUIREMENTS
NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D. PER IH113-91 4 TRUSS MAN. DRAWINGS
CEILING GYP. BOARD IS NOT A DIAPHRAGM
GABLE END O VAUL TE D
CE IL ING(C1" rU WALL) 3/41121'-011
2x4 BLOCKS, (2) 16d NAILS a EA.
END, BLOCK ADJACENT BAYS a EA.
DIAGONAL AS SHOWN. FASTEN ROOF
SHEATHING TO BLOCKS w/ad NAILS I'-4" M X.
w ° O.C.
�— CONT. 2X4
(5)'I6d NAILS
BRACE TO
BLOCKING
PROVIDE 2x4 BRACE TO '
EA. ADJ. DIAGONAL FASTEN
TO DIAGONAL w/(2) 16d
NAILS.
GABLE BRACING a 46" O.C.
MAX. 45° FROM HORIZONTAL
(+/- 10°) BRACING NOT R€Q.'D
WITHIN 6'-0" OF EAVES
j/
PT 2X8 PLT., CANT, FOR CLG.
NAILING SURFACE
PROVIDE 16d NAILS GABLE END
TRUSS TO PLT.al2" O.G. MAX. -
2X4'5 a 2411 O.C.
R€F€R TO PLANS FOR
EXACT SIZE OF O.N.
PRE-ENGINEERED GABLE
€ND TRUSS
GABLE END SHEATHING
FASTEN PER PLAN.
SPLICE AS REQ'D.
5IMP50N A23aEA.
HOB BRACE TO PLT.
1/2" J-BOLTS W/WASHERS(MIN. (o"
EMBED) MIN. 6" FROM EA. END AND
32" O.G. MAX.
LSTA-12a24" O.C. SOT. OF PLT. TO
GABLE TRUSS, ATTACH STRAP TO PLT.
BEFORE PLT, IS INSTALLED
TIE BEAM COURSE
W/(1)'5 CONT.
/--Il---\\--CMU WALL
5ELOW
OCMU 1.U,4LL GABLE END UJ/FLAT CLCx. Nts
2x4 BLOCKS, (2) 16d NAILS a FA.
END. BLOCK ADJACENT BAYS a EA.
DIAGONAL AS SHOWN. FASTEN ROOF
SHEATHING TO BLOCKS w/ad NAILS
F 1/ II n,
U3 CZ��L M M NL.) w -L_,4 1 c.=� I L I NC3
(BALLOON FRAMED WALL)
2X4
OUTLOOK€RS a 24" O.0
H-10 a EA. TRUSS
PROVIDE 2x4 BLOCKING
ASV. GABLE TRUSS a EA
OUTLOOKER.
GABLE TRUSS HELD DOWN
31i2" FOR OUTLOOKERS.
GA5I_F FND SHEATHING
FASTEN PER PLAN.
SIMPSoN HGA-10 a
45" O.G.
DBL. 2x4 TOP PLT.
SIMPSON H-10 DIAGONAL
to TOP PLT.
=ASTEN SIDE WALL
3HEATHING PER PLAN.
3/4" =1' -011
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