HomeMy WebLinkAbout109 Venetian Bay Cir 05-76 New SFHPERMIT ADDRESS
CONTRACTOR Morrison Homes
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR _
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR_
PERMIT NUMBER
FEE
FEE
SUBDIVISION .9r•�'�^
PERMIT # L�—r DATE NC a 6 q
PERN'llT DESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE c���p
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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.
GENERAL OTES
DESIGN REQUIREMENTS
I. DESIGN LIVE LOAD5(MINIMUM):
A) FLOORS - 40 PSF
B) DECKS - 40 PSF
C) STAIRS = 40 PSF
D) ROOFS W/SLOPE 4" TO 12'' PER FOOT - 16 PSF
Iz) ROOFS W/SLOPE LESS THAN 4" PER FOOT - 20 PSF
WIND DESIGN LOAD INFORMATION -
(PER FBC CHAPTER 16 SECTION 1606.1.1, REF. ASCE 1=95 CHAPTER 6)
I. BASIC WIND SPEED = 120 MPH(3 SECOND GUST)
2. WIND IMPORTANCE FACTOR = 1.00 (ACSE 1-98, TABLE.6-1, PG.55)
BUILDING CATEGORY = II (ASC€ 1-98, TABLE 1-1, PG.4)
3. WIND EXPOSURE(ALL SIDES) =6 (A5CE 1-98, SECTION 6.5.6, PG.28)
4. INTERNAL PRESSURE COEFFICIENTS(ASCE 1-95, TABLE 6-1, PG.(o2)
ENCLOSED 5UILDING5 = +0.15
PARTIALLY ENCLOSED BUILDINGS = ±0.55
(NOTE: CO€FFICI€NT5 FOR PARTIALLY €NCL05ED 5TRUCTUR€5
ARE APPLIED WHEN DESIGN OF MEMBERS) FALLS UNDER
ASCE 1=90 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: -45 P5F, +14 P5F
(ACSE 1-98, TABLE 6-3A, PG.5-1)
FOUNDATIONS
1. SOIL TO BE COMPACTED TO AT LEAST 95% UND1=R SLABS
AND 1 50% UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED
BY ASTM- 155-1 (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
f
Model 1979
YORKSHIRE
CAST IN PLACE CONCRETE
I. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH AT 2a DAYS OF 2500 PSI, A SLUMP OF 4"
PLUS OR MINUS 111, AND 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 5TEEL CONFORMING TO ASTM A-615
GRADE 40.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-155 FOR
6xe,xWI.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" 4 CONTAIN
AT LE45T ONE CROSS WIRE WITHIN THE 6 FIBERMIX OF
EQUAL SPECIFICATIONS 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 5AR DIAMETERS
(EXCLUDING BEND) AROUND CORN€R5 OR CORNER BAR5 WITH
MIN. 12'' LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED,
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL
BE 48 BAR DIAMETERS.
BOLTS AND THREADED RODS
I. ALL BOLTS 4 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 5, CONFORMING TO ASTM
C2710.
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE
NO MORE THAN 111.
MASONRY WALL CONSTRUCTION (CONT.)
4. COARSE GROUT SHALL CONFORM TO ASTM C4=16 WITH A
MAXIMUM AGGREGATE SIZE OF 3/8" 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 1-051TION
AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING
OF 8'-O" U.N.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,
3. HOOKS AT TOP 4 BOTTOM OF VERTICAL REINFORCING BARS
TO BOND COARSE AND FOOTING TO BE NO LE55 THAN 12 BAR
DIAMETERS EXCLUDING BEND
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE.
EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED.
WOOD CONSTRUCTION
1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA
"NATIONAL DESIGN SPECIFICATION FOR WOOD
CON5TRUCTION", LATEST EDITION.(ND5)
2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR
WALL5 AND MI5C. STRUCTURAL WOOD FRAMING MEMBERS.
(I.E. BLOCKING OR GABLE END BRACING), SHALL BE 5PRUCE-
PINE=FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED
REGARDLESS OF SPECIES.
3. TOP AND BOTTOM PLATES OF LOAD BEARING WALLS MUST BE
SPRUCE=PINE=FIR OR EQUIVALENT NO. 2 OR EQUIV.
PRE -FABRICATED WOOD TRUSSES
I. ALL PREFABRICATED WOOD TRU55E5 SHALL BE SECURELY
FASTENED TO THEIR SUPPORTING WALLS OR BEAM5 WITH
HURRICANE CLIPS OR ANCHORS,
2. TRUSSES SHALL BE DESIGNED BY MUJFRS 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 5TRE55-GRADE
LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE
NATIONAL FOREST PRODUCTS ASSOCIATION.
5. TRUSS MEM15ER5 AND CONNECTIONS SHALL BE
PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS
INCREASE FOR LOAD DURATION OF 25io) 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.
1. TRU55 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 D1=SIGN LOAD&.
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 (o:12 SLOPES OR GREATER)
♦Y f ems, i� + Lj
I
PLA1,15REViEVIED
CITY OF SANFORD
PRE -FABRICATED WOOD TRUSSES "(CONT.)
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 HANGERS.
9. PROVIDE ADDITIONAL BRACING AND BLOCKING PER 14I5-91
AND TRUSS MANUFACTURER'S DRAWINGS
FIELD REPAIR NOTES
1, DRILL A 3/4" DIAMETER'HOLE MIN, (a" DEEP AT THE LOCATION OF THE
OMITTED REBAR, AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE
EPDXY TO BE 51MP5ON STRONG TIE EPDXY OR EQUIVILENT, FOLLOW
MANUFACTURE'S INSTRUCTIONS. ASSURE THAT 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 CELL 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 4 LATERAL RESISTANCE VALUES IN FIELD
WIT14OUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION
INSTRUCTIONS ARE FOLLOWED.
a'
3' FOR MORTER 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.)
'6
4' 2X1TS MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS
5' RIM BOARDS MAY BE USED FOR RISERS 4 TREADS ILO 2x12'5
6� WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD
BEARING WALLS
MISSED META-16 LINTEL STRAPS FOR MASONRY
CONSTRUCTION MAY BE REPLACED w/ SIMPSON MTSM16
I
y' TWIST STRAP(5) w/ (1) 106 a TRUSS 4 (4) 1/4 x 2 1/4 TAPCONS
0 CMU EACH. USE (1) FOR UPLIFTS OF (540 LB5. 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.
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REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
OF CONSTRUCTION. BEAUMONT 4 A550CIATE5, INC. IS NOT RESPONSIBLE
FOR ANY MISINTERPRETATIONS, ERRORS, 01-11581ONS OR CUSTOM CHANGES
MISSED AND NOT REPORTED TO BEAUMONT 4 ASSOCIATES, INC. PRIOR TO
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WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR,
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OF CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. 15 NOT RESPONSIBLE
FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES
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WIDTH
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THICKNESS
COMMENTS
TYPE
LIGHTS
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HD. HGT.
BUCK DIMENSIONS
1
5'-0"
6'-a"
1 3/4"
3'-0" MTL DOOR W/ (2) 12" 5L
A
C-25
SEE ELEV.
CLEAR
SEE ELEV.
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2
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7'-01
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B
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SEE ELEV
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3
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6'-8"
1 3/4"
EXTERIOR UT/ 12" $L.
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8'-0"
49"X49"
4
2'-8"
6'-8"
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SEE ELEV.
CLEAR
8'-0"
54"X63"
5
2'-6"
1 3/4"
H.G. INTERIOR
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12�-25
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SEE ELEV.
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6'-8"
1 1/2"
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6'-8"
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6'-8"
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10
8'-0"
8'-0"
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SLIDING GLASS DOOR
GENERAL NOTES
SHOUTER ENCLOSURE
1. ALL EXTERIOR WALL SHALL ASSUMED TO
BE LOAD BEARING. SEE FLOOR PLAN
AND FOUNDATION PLAN FOR G.M.U.
WALL REINFORCEMENT LOCATIONS.
10
TILE
2. WINDOW AND DOOR SUPPLIERS SHALL
CURRENT ROUGH OPENING INFORMATION
I/2" TYPE "X"
GYPSUM BOARD
WHICH SHALL HAVE PRECEDENCE OVER
THE WINDOW AND DOOR 5HEDULE5 ON
TUB
SHOUTER
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 I* I
1 I V
5I IO I IEp
1�'� u! /�.
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.
AfREA T45ULATION
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
19l9 SQ. FT,
4C✓1 SQ. 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 SQ. FT.
VERTICAL JOINTS. FASTEN PER MAN. SPECS.
COVERED PORCH
101 SQ. FT.
LEGEND
TOTAL SQUARE FEET
2569 SQ, FT,
INDICATES Sxax16 (NOM.) C.M.U. (EXTERIOR
LOAD BEARING ). IT-0" TOP OF CMU
LINEA� FT.
C A L C
INDICATES 8xSx16 (NOM.) CM.U. (EXTERIOR
LOAD BEARING ). V-0" TOP OF CMU
INDICATES ax8xl6 (NOM.) G.M.U. (EXTERIOR
MAIN HOUSE
21V -O" LINEAR FT,
LOAD BEARING ). V-4" TOP OF CMU
OF 9'-4" BLOCK
INDICATES Sx&x16 (NOM.) C.M.U. (EXTERIOR
LOAD BEARING ). V-0" TOP OF CMU
PATIO
22'-4" LINEAR FT
OF 9' -4" BLOCK
INDICATES WALLS TO BE UTILIZED FOR TRUSS
BEARING 2x4 WOOD STUDS -0 16" O.C. U.N.O.
TOTAL
240' - 4" LINEAR FT
INDICATES 25 GA. MTL. STUDS 24" O.G. MAX.
(NON LOAD BEARING INTERIOR PARTITIONS
OF 9'-4" BLOCK
ONLY.) (UN.o.)
INDICATES FILLED CELL WITH (1) VERTICAL
"5 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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TRUSS BRET
C1�ICKET* 177—
❑ G RAISED
R=3'5 STUCCO
Lj
[-ILJL L LJLJ
ARCHITECTURAL
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RAISED STUCCO
ARCHITECTURAL L
FINISH 2'-011
EGRESS EGRESS EGRESS
WINDOW WINDOW _ WINDOW ~ i
LEFT SIDE ELEVATION 'B'
WHILE EVERY ATTEMPT HAS SEEN MADE TO PREVENT HUMAN ERROR,
CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO
REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
OF CONSTRUCTION. IBEAUMONT < ASSOCIATES, INC. IS NOT RESPONSI5LE
FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES
MISSED AND NOT REPORTED TO MEAUMONT < ASSOCIATES, INC. PRIOR TO
CONSTRUCTION. NO EXCEPTIONS.
FRONT ELEVATION 'B'
OFF RIDGE VENT
ROOF
V-4" AFF.
TOP OF TIE 1I.
RETURN
TYP.
_ �0'"�0_
FIN- FLR Y
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4RCHITECTURAL
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_ O'-o" J11.
FIN. FLR Y
AmommiMl
SCORED STUCCO
(TYPICAL)
OL 9'-4" AFF.
�IFTOfm OF TII= 15M.
0'-0"
FIN. FLR
RETURN E71
TYP. EGRESS
WINDOW
12
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SHINGLE
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WINDOW ~ _ WINDOW
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WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR,
CONTRACTOR5, SUB -CONTRACTORS AND BUILDERS ARE URGED TO
REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
OF CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIOLE
FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES
MISSED AND NOT REPORTED TO BEAUMONT 4 ASSOCIATES, INC. PRIOR TO
CONSTRUCTION. NO EXCEPTIONS.
MATERIALS
1. f'c precast lintels = 3500 psi.
2, f'c prestressed lintels = 6000 psi.
3. Pc 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. Installation of lintel 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 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
I. 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. 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 lintel.
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.
0 I—
H- }
0 LU
IL
W 11-
a• ,
� a
4! '4
a.'w •
A
4A" :f,4
d
",,— (1)#5 CONT, IN
TIE BEAM
8F-X-1B/1T
CxENERAL NOTES:
C 005 CONT. IN
fi FEC,4ST LINTEL
1. ,4RE,45 Or- BLOCK ,48v. M,450NRi' OFENING5
ARE TO BE C4ROUTE D 50L I D TO TIE 5E,4M.
2. (1)#5 REBAR IN TIE BEAM IS TO BE CONT.
THROUGH OUT INCLUDING ,45V. M,4SONRY
OREN ING5, U.N.O.
3, ALL 5T,4ND,4RD LINTELS TO HAVE MIN. 4" 5EARING EA. END
ALL RECESSED LINTELS TO HAVE MIN. 8" 5E,4RING EA END
I icy: '. %aY.� i•'1
8RF6-0B/1T 8F8-0B/1T 8F16-1B/1T 8F20-1B/1T
4 AS 09467e LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
3'-6'
8F16-iB/1T
L 2
4'-6'
8F16-121AT
L 3
5'-4'
BF16-1B/1T
L 4
5'-10'
8F16-1B/1T
L 5
6'-6'
BF16-3/1T
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
1-4'
8F8-1B/1T
L 11
6'-6'
8F8-iBAT
111-1
6'-8'
8RF6-OB/1T
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 DESIGNATION
#5 REBAR AT TOP
MIN, (1) REQ'D
1-1/2' CLEAR
F = FILLED WITH GROUT / U = UNFILLED
-'=
QUANTITY OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
U
<
LD
i
,-•
'
-
C,M,U,
J
y
8F16 1B/1T
1
u-)
U-0
GROUT
L
zz
NOMINAL WIDTH
QUANTITY OF #5
�#5
REBAR AT BOTTOM
NOMINAL HEIGHT REBAR AT TOP
•
OF LINTEL CAVITY
BOTTOM REINFORCING
7-5/8'ACTUA
PROVIDED IN LINTEL
8'
NOMINAL WIDTH
(VARIES)
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRFSSFn II-1 1NTF1 R
!Opw
GRAVITY
LENGTH TYPE
8118
8F8-OB
8F12-0B
8P16-011
FP-0-0
F24-0
F28-0
F32-OB
8FB-1B
BF12-1B
8F16-1B
8F20-117315
F24-1
F28-IB
F32-1B
2'-10'(34') PRECAST
2302
3166
4473
6039
75269004
10472
11936
3166
4473
6039
75269004
10472
11936
X-6' (42') PRECAST
2302
3138
3377
4689
6001
8630
9947
3166
4473
6039
1 7526
9004
10472
1 11936
4'-0' (48') PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
2646
4473
6039
1 7526
9004
10472
11936
4'-6' (54') PRECAST
1651
1787
1913
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
1089
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
1 2439
P-886
3333
1029
1675
2610
3839
1 5596
6613
5047
9'-4' (112')PRECAST
573
632
1049
1469
1210
1492
1754
2027
769
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
1854
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'(160') 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
NCR,
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'C264')PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
160
300
570
870
1250
1660
1970
24'-O'(288')PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
130
240
470
720
1030
1350
1610
8" PRECAST & PRESTRESSED U-LINTELS
UPLIFT
LATERAL
TYPE
LENGTH
8F8-IT
8F12-IT
8F16-IT
8F20-1T
F24-IT
8F28-1T
F32-1T
8U8
8F8
8F8-2T
F12-2
F16-2
F20-2
F24-2
F28-2
F32-2
2'-10'(34') PRECAST
2727
2878
4101
5332
6569
7811
9055
2�21
2021
2727
2784
3981
5190
6407
7630
8957
3'-6' (42') PRECAST
2165
2289
3260
4237
1 5219
1 6204
1 7192
1257
1257
2165
2215
1 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*
1484
2110
2741
3375
4010
4648
505
505
1393
1437
2050
2670
3293
3920
4549
5'-10'(70') PRECAST
1272*
1357
1930
2505
3084
3665
4247
418
418
1272
1315
1875
2441
3010
3583
4157
6'-6' (78') PRECAST
1141*
1200
1733
2250
2769
3290
3812
707
887
1141
1182
1684
2192
2703
1 3216
3732
7'-6' (90') PRECAST
9599
912
1475
1914
2354
2797
3240
591
657
990
1029
1466
1907
2351
2797
3245
9'-4' (112')PRECAST
801*
612
980
1269
1560
1852
2144
454
630
801
755
1192
1550
1910
2271
2634
10'-6'(126') PRECAST
716•
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
607*
400
631
816
1001
1186
1372
340
494
631
486
818
1209
1514
1799
2086
13'-4'Y160') PRECAST
500*
340
532
686
841
997
1153
302
398
573
1 409
682
10 44
1367
1637
1897
14'-0'(168') PRECAST
458*
1 316
493
635
778
922
1065
286
360
548
378
629
922
1254
1567
1816
14'-8'C176')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'C208')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 1
635
807
993
22'-O'(264')PRESTRESSED
140
180
268
343
418
493
5611
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
409
539
680
833
-KLLUUL V HL.UL DI CJG r UK UKAUI_ 4U r ILLi1 KLBAK
8" PRECAST W / 9" RFrFS4 nnnR 11-1 INTFI C
GRAVITY
TYPE
LENGTH
8RU6
8RF6-0B
BRF10-0B
8RF14-0
BRF18-0
RF22-0
RF26-0
8RF30-0
8RF6-1B
BRF10-1B
ORF14-1
ORF18-1
ORF22-1
RF26-1
ORF30-1
4'-4' C52') 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
2058
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
2576
3223
3872
1 4522
907
1677
2933
4100
6730
8177
6707
7'-6' (90') PRECAST
665
761
1377
2252
1958
2451
2944
3439
764
1377
2329
3609
5492
6624
5132
9'-8' (116')PRECAST
371
420
834
1253
1071
1342
1614
1886
535
928
1497
2179
2618
35 55
2875
8" PRECAST W / 9" RFCFSS nnnR I I -I 1MTL-i (Z
�1n
UPLIFT
ISRF6-2T
LATERAL
LENGTH TYPE
8RF6-IT
8RF10-LT
ORF14-1
8RF18-IT
RF22-1
ORF26-L
ORF30-1
8RU6
8RF6
8RF10-2
BRF14-2
8RF18-2
RF22-2
RF26-21
SRF30-21
4'-4' C52') PRECAST
1244
1573
2413
3260
4112
4967
5825
932
932
1244
1519
2339
3170
4008
4850
5696
4'-G' (54') PRECAST
1192
1507
2311
3121
3937
4756
5577
853
853
1192
1455
2240
3036
3837
4643
5453
5'-8' <68') PRECAST
924*
1172
1795
2423
3055
3689
4325
501
501
924
1132
1741
2357
2978
3603
4230
5'-10'C70') PRECAST
896*
1138
1742
2352
2965
3581
4190
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' (90') PRECAST
688
697
1325
1810
2280
2753
3227
710
941
688
849
1302
1762
2225
2690
3157
9'-8' (116')PRECAST
533*
433
908
1123
1413
1704
1995
516
614
533
527
1009
1369
1728
2088
2450
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BARRIER W/ R-3 INSUL. TEXT, FINISH ON 1/16" �. 12 R-30 INSULATION
BETWEEN 3/4" P.T. VERTICAL OR 15/32" O.S.B. (TYP) 6
FURRING '� 24" O.G. 2x BRG, EXT. WALL -° � '� --
S CMU BLOCK HURRICANE ANCHOR At EACH TRUSS
311/2" GONG. 5LAB(2500P.5.1.)
REFER t0 ROOF PLAN
3-I/2" LONG. SLABC2500P.5.I. ��z" J-BOLTS 6" FROM .,. \
11) #5 FROM FTG. TO W/6x6 10/10 W.W.M. OR EA END OF WALL ,- -.='='>,�' � o
W/6x6 10/10 W.W.M. OR ��' R _ _ _ -
FIBER F:EINF. GONG. 4 SPACE Q 32 O.G. : •'T.�'' :' F _ W
_ _ _ SHINGLES ON
FIBER REINF. GONG. TIE BEAM SPLICE TO (6" MIN. EMBED) <:1 - \ ~
ON 6 MIL, VAPOR :� BE MIN, 30" GROUT ON 6 MIL. VAPOR =III -"I I- �I =1I I �) �� _ _ _ _ q � \
- 1 CELL SOLID ON ro MI -I11-� — = _ �' �� (APPLIED ACCORDING TO MANUF, SPEC.) _
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PT SOT. PLT.1=Z - I i (-�- �---I I _ -_
BARRIER ' ��i I —I — — I -4
SHEATHING ON ROOF TRUSSES. W
— ELEVATION VARIES Q
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I I III 111=111 111�=11 ! _ - _ Y_ 4" PVC SLEEVE =I I�- �'
- _ I - i— -- - A/C CHASE I �� y ' :.. `. ,.4 I I �� �* ALUM. DRIP EDGE W
CLEAN " I -I I=1 I I -") I I=� I =1 I yI LZ GLEAN I-1 I I=III` ;a. (� I=I z. I I —I THRU STEM WALL �i I I -_-I I, „ I —I I- 4 PVG SLEEVE _ _ I 1/2 DRYWALL k
COMPACTED F►LL I I-�I I !-1 I i_ (1=1 f 1==1 ! I_ I i I e _ a I -4 :III-
; _ -` � _� COMPACTED FILL I, —III --I I � :;'"'� (Ii i-III=� "III- - THRU STEM WALL
a 95go STANDARD I �� > . q ° I= - 95go STANDARD (� I ; I = �' TI II''4'I I• —I Ix2 PT NAILER I 2x6 R. FASCIA
DENSITY AND 1= ', '° _ =-�) _� DENSITY AND I .III 0
TERMITE TREATED !=�•'�_`':.,f'.;''J: III= TERMITE TREATED I=I'{i�,,y� VENTED ALUM. SOFFIT Q
'-4 Ell�; I 411 - I TYP. SINGLE TIE -BEAM u�
V xl ro" GONG. FTG. S"x16 " GONG. FTG. - - W/ C U ✓ CONT. CaROUT w
WHERE 2ND STORY OCCURS W/ (2) "5'S CONT. WHERE 2ND STORY OCCURS W/ (2) "5'5 CONT. WHERE 2ND STORY OCCURS WHERE 2ND STORY OCCURS 1 = SOLID a
FTG 5WALL 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" ' x
U
W/C3J"5 BAR W/C3�'5 BAR W/l3)"5 13AR W/C3�'5 BAR
1/2" DRYWALL PRECAST LINTEL z
STEM WALL W1 STEM WALL UW/ STEM WALL A/C CHASE STEM WALL A/C CHASE PER PLAN O
i CMU �L OC�G 3/�" =1' -,�" OWOOD '�41"f' 3/�" =1' -,a" 3 Ci"rUL OCK 3/�" =1' -o" UJOOI�i„f' 3/�" = �' -,a" t
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W/ SCREEN w
❑ FILLED CELL MARBLE STOOL
W/ 1" 5 TIED WHILE EVERY ATTEMPT HAS BEEN MADE TO F'REv)=Nt HUMAN ERROR, PRECAST CONC SILL °
CONT. ROD Ix2 PT FUR STRIP W
<t CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URCxEO TO REVIEW �� I/2" GYP. ESD. EA. SIDE
_+ IN FOOTER ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF I 1 „ At 16" O.C. Sx8xi6 CONC BLOCK Q
CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. AND MONTA CONSULTING AND OF 2X 5 Iro O.G. W
5LA5 SLOPES AT DESIGN, INC.(MCD) ARE NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, NON -LOAD cr
++ ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND Not REPORTED to G. WALL GARAGE INSULATION ON VERT REINF. BEYOND a.
a PER FT. AWAY
BEAUMONT 4 ASSOCIATES, INC. OR MCD PRIOR TO CONSTRUCTION. NO INTERIOR OF BLOCK WALL CI w
I�_4 , FROM HOUSE EXCEPTIONS. J-BOLT 32 O.G. (MIN II w
1 I 1FF4" CONG. SLAB INTERIOR EXTERIOR FINISH (SEE ELEVATIONS) 3
GARAGE INTERIOR ro EMBED) 6 2 1/4 tj
1 I to FROM EA. END lx4 PT BASE NAILS �I
5P-4 EA, STUD I W
4 PT SOT'. PLT, TOP450T. W
WOOD 5A5 I I h P
FIN, GRADE
MAIN FLOOR 3
—I a.�;' . �i'• . rl i f—I I ELEV 0'-0" O
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24" X 24" X12" d CONC ' I_� I
FOOTER W/3 "5 w
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I-
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TREATED FILL FILL
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PRE-ENGINEERED TRU55 IV 24" °
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TOP450T. U.N.O. O_
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( SEE ELEY F
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1= 1 I �= I I I-1 : ,' i 1=1 I—III-1 11- - 1 I 1=III =I •' °.... �', " 1=I I I -
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(2) «5 5 coNT. ''— =1
W/ 3" MIN. CLEAR -"`-"' (3) 05'5 CONT. i "'
FILLED LINTEL BLOCK W/ I+'5
8" S" W/ 3" MIN. CLEAR 10" 10" GONT. HORIZ. W/ 30" SPLICE MIN. O
REFER TO CASTCRETE SPECS `kI F'
FOR LINTEL REQUIREMENTS = z
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INTERIOR TWO TYP. SECT I ON - OPENING w
9 INTERIOR 5EARING 3/�."=1'-,a" 1� 3/�F"=1'-�19
STORY E!iEARING 3/4"=1'-�" W E-
U�
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3/4" RECESS S � ROD IN FILLED CELL
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GLASS DR. S TIED TO CONT. ROD IN �-
SPEC' I FOOTER 4 LINTEL ROD Q
WALL BEYOND ABOVE Up
SLOPE N
31i2" CONC. SLAB W/ FIBERME5H = = 31i2" CONG. SLAB W/ FIBERMESH Q
FIN15H GRADE (OR W/rox6 I0/10)
(OR W/6x(o 10/10) _ = a
OVER roM VISA. - - OVER C M VISA.
3-1/2" GONG. SLAB = _ = z
0
GRADE t �'� -r;; �-
.._ _ _..�: • _ � .- , ' _� __ ....•.< ___________ _I_ N
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II= I1= -'4a 1=1I1=1II=1I1=1II, .I1 I ---III- •_• '��' I-� I I I (I N
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ALUMINUM THRESHOL SLOPE;-
1 I I_I �-1 � I-1 � I-- "III- " x 8" THICKENED _
Sx8 THICKENED
EDGE W/ 1 —"5 SLAB W/ (I) �'2 CONT, 3-1/2" LONG. SLAB(250IDP.5.1. 3/4" RECESS
W/(oxro 10/10 W.W.M. OR ----------- SLOPE 1/4" a
CONT. FIBER REINF. GONG. _ _ PER F OT I- -III- III-
1 0
DRIVEWAY SLAB F X E W/ 2 0 _
ON ro MIL. VAPOR - - FOOTER W/ 2 "5 m
BARRIER _ = EXP JOINT ROD CONT. TERMITE TREATED U
PER MFG - _ 3" MIN. COVERAGE FILL
WHILE EVERY ATTEMPT HAS BEEN MADE to PREVENT HUMAN ERROR, SPECS.
CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO WHERE 2ND STORY OCCURS
REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT FTG SHALL BE 10" x 20"
M T A� ONS OR CUSTOM CH C. 15 NOT RESPONSIBLE
1� THICKENED � 3/�" = i'-idn 15 EXTERIOR
i�I ® DOOR NtsGARAGE CURS w/(3�'S BAR
MON E RU6�10 E B "85OC IATE j/i> �1.-gRlo9' TO POURED SILLS 18 I ) DETAIL
3/4" =1' - O i i
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ROBERT M. MONTA, P.E
u
2x4 5TUp5 1( O.C.
*2 (OR BETTER) SYP SPF
1,2 �� GYP. BO
PRE -EN .
FLOOR YSTEM
MS7C-40
ID EA. STUD
1 2 " GYP. BD,
STRAP TOP PLATE, HEADER
CRIPPLES TOGETHER W/
51MP50N 5PI OR 5P4
LTSA 12 MIN. U.N.O.
TOP PLATES TO STUD
CONNECTION AT Iro" O.G.
2x4 STUDS 6 16" O.C.
"2 (OR BETTER) SYP OR SPF
MID SPAN BLOCKING
BETWEEN EA. STUD
ANCHOR BOLL
PER PLAN
2x4 P.T PLATE
" GYP. BOARD
1 SON 5P1 OR 5P4
:RI ANE CLIPS -9 16" O.C.
REFS TO FOUNDATION
PLAN F R FOOTING SIZE
AND LO TION
IN
LOAD
BRCS.
WALL,
2 �
TORT,
lU,4LL
ABV
2x4 STUDS 16" G.
1 (OR BETTER SYP OR SPF
%" GY .BOARD
P -ENG.
F-L OR SYSTEM
a O EA. STUD \
5IMP50N SPI OR 514 -
TOP PLATES TO STUD
CONNECTION AT 16" O.C.
MID SPAN BLOCKING
BETWIEEN EA. STUI
ANCHOR E
PER PLAI
2x4 /T.
112 " GYP. BD
—TRUSS
ABOVE
97 --DBL. TOP PLATE
5PF
2x4 P.T. PLA'
MD OR O.S.B.
UPLIFT
J" BOLT o 32" O.C.
KNEE WALL ON TOP �
OF CMU WALL 1-1/2" = 1'-0
V2x46T16" O.G.
LTS-16
BOARD
.
YSTEM
STRAP TOP PLATE, HEADER Q
CRIPPLES TOGETHER W/ 5IMP60N SPI OR 5P4
LTSA 12 MIN. U.N.O. I TOP PLATES TO STUD
CONNECTION AT I&" O.C.
2x4 STUDS a 16" O.C.
02 (OR BETTER) SYP OR SPF
\ MID SPAN BLOCKING
I3ETWEEN EA. 1.71 u %
" GXP. BOARD
11-50Z4 5P1 OR 8P4
:RICA CLIPS Q 16" O.G.
REFER T FOUNDATION
PLAN FOR OOTING SIZE
AND LOCA ON
INT. LOAD 5RG. WALL,
2 STORY, WALL ASV
ANCHOR BOLTS
PER PLAN
2x4 P.T. P/ATE
1/2" GYP. BD,
STRAP TOP PLATE, HEADER
CRIPPLES TOGETHER W/
LTSA 12 MIN. U.N.O.
4 STUDS ip 16" O.C.
(OR BETTER) 5YP OR 51::F
- 1/2" GYP\BOARD
SIMP50N Pl OR 5P4
HURRICANE\OPA
a 16" O.G.
REFER TDATION
— PLAN FOTING SIZE
AND LO
2 INT. LOAD 5RG. WALL/
2 5TORY
PANEL EDGE (4) 864" MIN. TOE NAILS
2X BLOCKING EA. JOIST TO TOP PLT,
NAIL RIM BOARD a 6" O.C.
2x DBL.
TOP PLT.
2x STUDS
MID SPAN
BLOCKING
2x PT SOT.
IL I PLATE.
-SHEAR WALLS TO BE SHEATHED ON '/2" J BOLTS 932"
ONE SIDE W/ 1/16" 0.5.5. STAGGERED, O.C. MAX roll EMBED.
BLOCK ALL EDGES, STUDS a fro", O.C. 6" MAX FROM E.A. END
Sd COMMON OR BOX NAILS. FASTEN
4" O.C. PANEL EDGES AND 12" O.C.
FIELD.-
3 SPEAR ALL DTL. 1/411=1'-011
NOTES:
WINDOW AND DOOR ASSEMBLIES TO CONFORM
TO FBC 2001 CHAPTER 11 SECTION 1101.4
ALL CONNECTIONS BY OTHERS SHALL BE
CAPABLE OF RE515TING THE DESIGNATED
WIND FORCES SHOWN ON SHT. 2 (FLOOR PLAN).
2X PT 5UCK5/NAILER5 SHALL EXTEND BEYOND
INTERIOR FAGS OF WINDOW, FASTEN
BUCK TO MASONRY W/1/4"X3" TAPGONS
roll FROM EDGES AND lro" O.G. MAX.
BUCKS LESS THAN 2X TO BE FASTENED
W/CUT NAILS OR EQUIVALENT, STRUCTURAL
CONNECTION OF WINDOW TO STRUCTURE
BY OTHERS IN TH15 CASE.
5 WINDOW/DOOR
5UCK NOTES NTs
TIE -BEAM
HEADER
PT 2x4 NAILER
2x4 BILKS.
EXT. SHEATHING
PER PLAN
PRECAST
SILL
BUCK SPECIFIED BY
WINDOW/DOOR
MANUFACTURER
NOTE: ARCHLESS WINDOWS SIMILAR
ARCH WINDOW
FRAMING DETAIL
I
ALL LAPS 48 BAR DIAMETER MIN.
I
I
I RUNNING BAR
1
DOWEL LAPPED
WITH WALL REINF.
I I
1z"S CORNER BAR
GROUTED CELL
8 T�*F. CORNER VE RT.
WALL REINFORCING
NTS
2 X ro X 12 P.T. kOF OPENING
SIMPSON SPI OR 5P4
TOP PLATES TO STUD
CONNECTION AT 16" O.C.
MID SPAN BLOCKING
BETWEEN EA. STUD
ANCHOR BOL
HURRICANE CLIPS OR
TRUSS ANCHORS - SEE
ANCHOR SCHEDULE
STRAP TOP PLATE, Hr;ADt=l a
CRIPPLES TOGETHER W1
LTSA IS MIN. U.N.O.
2x4 STUDS a lro" O.C. I
02 (OR BETTER) SYP
Ll-cc
`1+ "t
i I
coro
00
CMU WALL
0 0
PER PLAN
W
F-
i
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V
w
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w
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(4) EQ SPACED to
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CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO
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OF CONSTRUCTION. 51=AUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIBLE
FOR ANY MISINTERPRETATIONS, ERRORS, OM15510N5 OR CUSTOM CHANGES (1✓ IN TIE BEAM na.
MISSED AND NOT REPORTED TO BEAUMONT 4 ASSOCIATES, INC. PRIOR TO _ _ _ _ _ W
CONSTRUCTION. NO EXCEPTIONS. — a a
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WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR,
CONTRACTORS, 5U15-CONTRACTOR5 AND BUILDERS ARE URGED TO
REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
OF CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. 15 NOT RE5PON515LE
FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHAWAES
MISSED AND NOT REPORTED TO BEAUMONT 4 ASSOCIATES, INC. PRIOR TO
CONSTRUCTION. NO EXCEPTIONS.
3/4" = 1'
WALL PLAN
SHEATHING PEF
PLAN
BEAUTY SHINGL
W/ MASTIC OVEF
NOTES:
1. MOISTURE BARRIER: APPLY HORIZONTALLY W/ MIN. 2" HORIZONTAL LAP
(UPPER LEVER OVER LOUDER LEVEL) 4 &" LAP AT VERTICAL JOINTS
FASTEN PER MAN. SPECS,
2. UNDERLAYMENT APPLICATION -
FOR SLOPES 4:12 AND ABOVE - MIN. I LAYER.
START AT SAVE ( PARALLEL) PROVIDE MIN. 2" LAP
W/ SUCCESSIVE LAYERS.
FASTEN PER MAN. SPECS,
NOTE: ALL FASTENERS FOR UNDERLAYMENT TO
BE MIN, 12 GAzI1/4" CORROSION RESISTANT ANNULAR
RING SHANK OR COIL ROOFING NAILS ,THROUGH 32 GAzI`la"
DIAMETER TIN CAP.
3.5141NG1-E5 -
FASTENING - (4) NAILS FOR EVERY FULL SHINGLE,
P FROM EA. EDGE w 12" O.G., NAIL ROW TO BE
LOCATED APPROX. 65/a" FROM LOUDER PORTION.
ALL FASTENERS FOR SHINGLES TO BE MIN. 12 GA.xl"
CORR05I0N RE515TANT ROOFING NAII=5 W/ 3/a" HEAD,
USE ROOFING CEMENT FOR MAN. SPECS.
4. DRIP EDG€-
MIN. 2ro GA. GALV. 5TEEL AND OVERLAP A MIN. OF 2"
DRIP EDGE TO EXTEND 1/4" F3ELOW SHEATHING AT EAVES
AND EXTEND BACK TO THE ROOF MIN. 2"
DRIP EDGE TO BE FASTENED W/ MIN. 12 GA. CORROSION
RESISTANT ANNULAR RING SHANK NAILS 12" O.C. MAX.
E,. FLASHING -
MIN. 2ro GA GALv, STEEL FASTENED PER MAN, SPECS.
(o.VALLEY LINING(CLOSED VALLEY)=
PROVIDE (ULAYER OF 3ro" WIDE ASTM D 19-10 COMPLIANT
UNDERLAYMENT
5 SHINGLE / FLASHING
DETAIL
BARRIER
FELT
DOF COVERING
EL
ELF -SEAL
-OCKING AND CONFORM
ASTM D 3402
UNDERLAYMENT TO CONFORM WITH
ASTM D 22ro, TYPE I, OR ASTM D 4869
TYPE I.
PROVIDE MIN. 2(o GA.
GALv. STEEL DRIP EDGE
2X4 BLOCKING,@EA. OUTLOOKER
(ROOF SHEATHING SPAN TO BE
2'-0'' MAX.) END NAIL W/(2)Irod
2X4 OUTLOOKERS NAILS EA. END
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7/I6" 0.5.8., NAIL
2' -0" MAX.
PER NAILING SCHEDULE
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(TYPJ --�
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AS REQ'D.
1/2" GYP. BOARD ��•
ON PT. FURRING !
(2)Icd NAILS PLT. TO
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SIMPSON TITENS TO CMU
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REFER TO FLASHING DETAIL
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NOTE: PROVIDE ADDITIONAL PLOGKING AS Rl=G2'D. PER 1-1IB-91 4 TRUSS MAN. DRAWINGS
CEILING GYP. BOARD 15 NOT A DIAPHRAGM
1 GA5LE ENDaIVAULTEID
CE IL ING(CMU WALL) 3/4"=1'-011
2x4 BLOCKS, (2) I(od NAILS f,) EA.
END. BLOCK ADJACENT BAYS a EA.
DIAGONAL AS SHOWN. FASTEN ROOF
SHEATHING TO BLOCKS w/ad NAILS I'-4" MAX.
m 6 O.G.
CONT. 2X4
(5) 16d NAILS
BRACE TO
ELOCKING
PROVIDE 7x4 BRACE TO '
EA. ADJ. DIAGONAL FASTEN
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NAILS.
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MAX. 45° FROM HORIZONTAL
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PT 2X8 PLT., CANT. FOR CLG.
NAILING SURFACE
PROVIDE 16d NAILS CaABLE END
TRUS5 TO PLT.e12" O.C. MAX. -
` 2X4'5 a 24" O.C.
R€F€R TO PLANS FOR
EXACT SIZE OF O.H.
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