HomeMy WebLinkAbout117 Venetian Bay Cir 04-737 New SFHCONTRACTOR
-- - - MorrisonHomes
151 Southhall Ln #200 a -
ADDRESS 1Vlaitland� FL ;275 .r_
.
407-257-6940
CRC 041929
T1TTllXTU ITT TNA-Q-P'P
PHONE NUMBER
m
WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR,
CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URIaED 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.
CsENERAL NOTES
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 - lro PSF
E) ROOFS W/SLOPE LESS THAN 4" PER FOOT - 20 PSF
WIND DESIGN LOAD INFORMATION -
(PER FBC CHAPTER 1G SECTION 1ro0G.1.1, REF. ASCE 7-98 CHAPTER ro)
I. BASIC WIND SPEED = 120 MPH(3 SECOND GUST)
2, WIND IMPORTANCE FACTOR � 1.00 (ACSE 7-98, TABLE ro-1, PG.55)
BUILDING CATEGORY = II (ASCE 7-98, TABLE 1-1, PGA)
3, WIND EXPOSURE(ALL SIDES) =B (A5CE-9�, SECTION �.5.�, PG.28)
4. INTERNAL PRESSURE COEFFICIENTS(ASCE 1-98, TABLE -7, PG.rO2)
ENCLOSED BUILDINGS = +0.18
PARTIALLY ENCLOSED BUILDINGS = +0.55
(NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES
ARE APPLIED WHEN DESIGN OF MEMBERS) 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: -45 PSF, +14 PSF
(ACSE 1-9a, TABLE 6-34 PG.S71)
FOUNDATIONS
I. SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS
AND '8O% UNDER FOOTINGS OF MAX. DIRY DENSITY AS DETERMINED
BY ASTM= 1551 (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
CAST IN PLACE CONCRETE
1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4"
PLUS OR MINUS 1 AND HAVE 2 TO 45/o 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 4-615
GRADE 40.
3 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A=185 FOR
roxroxWl.4xW1.4 WWF SHALL BE LAPPED AT LEAST ro" 4 CONTAIN
AT LEAST ONE CROSS WIRE WITHIN THE ro FIBERMIX OF
EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.
4 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH
"THE BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE" ACI 313 LATEST EDITION, AND
'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS," ACI 301,
5 PORIZONTAL FOOTING BARS SMALL 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.
ro MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL
BE 48 BAR DIAMETERS,
15OLTS AND THREADED ROD5
I ALL BOLTS � THREADED RODS TO BE ASTM 4301 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".
4 COARSE GROUT SHALL CONFORM TO ASTM C4-Iro WITH A
MAXIMUM AGGREGATE SIZE OF 3/6" AND A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI.
5 VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE
DRAWINGS WITH CELLS FILLED WITH COARSE GROUT.
ro VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION
AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING
OF 8'-0" 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,
8 HOOKS AT TOP 8 BOTTOM OF VERTICAL REINFORCING BARS
TO BOND COARSE AND FOOTING TO BE NO LESS 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.
,R',
0 /0*%
M d%mo/l 1979
YORKS-HIR-F-,
VB 71
WOOD CONSTRUCTiON
I WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA
"NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION", LATEST EDITION.(ND5)
2. ALL EXTERIOR WOOD STUD W4LLS, BEARING WALLS. SHEAR
WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS.
N.E. BLOCKING OR GABLE END BRACING), SHALL BE SOUTHERN
YELLOW PINE OR EQUIVALENT. NO. 2 GRADE SHALL BE USED
REGARDLESS OF SPECIES.
3. TOP AND BOTTOM PLATES OF LOAD BEARING WALLS MUST BE
SOUTHERN YELLOW PINE NO, 2 OR EC�UIV,
PREi=AE3RICATED WOOD TRUSSES
I 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
"NATIONAL DESIGN SPEGIFICATION FOR STRESS -GRADE
LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE
NATIONAL FOREST PRODUCTS ASSOCIATION.
4 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,
5 BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS
REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON
PLANS.
Pvz,inMlT#0Liw
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REDRAFT REVISIONS TO MASTER
I. LAUNDRY TUB
ro TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL
CONFIGURATION OF TRUSSES ONLY. WES MEMBERS ARE
NOT 5POWN, BUT SHALL BE DESIGNED BY TRUSS
MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
TRUSS DESIGN LOADS :
TOP CHORD : LL = 20 PSF
(TRUSS MNF. MAY TAKE REDUCTION FOR ro:12 SLOPES OR GREATER)
DL = 10 PSF(SHINGLE TYPE ROOF COVER)
DL = 14 PSF AT OVERBUILT
BOTTOM CHORD DL = 10 PSF
WIND LOAD : SEE DESIGN REQUIREMENTS
I 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.
8 PROVIDE ADDITIONAL BRACING AND BLOCKING PER HI5-91
AND TRUSS MANUFACTURER'S DRAWINGS
FIELD REPAIR NOTES
I. DRILL A 3/4" DIAMETER HOLE MIN. /o" 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 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
M4NUF,4CTURER'5 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/CONNECTORa w/STRAPS/CONNECTORS
OF EQUAL OR GREATER UPLIFT 4 LATERAL RESISTANCE= VALUES IN FIELD
WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION
INSTRUCTIONS ARE FOLLOWED.
3, FOR MORTER JOINTS LESS THAN 1/4', PROVIDE (1/w5p VERT. IN GONG. FILLED
CELL EA. SIDE OF JOINT(BAR DOES NOT HAVE TO BE CONT. TO FTG.)
4, 2X12'5 MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS
5. RIM BOARDS MAY BE USED FOR RISERS 4 TREADS ILO 2xl2'S
G>. WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD
BEARING WALLS
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FOUNDATION PLAN 151 1/41 = 11-011
(WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR,
CONTRACTORS, 5U5-CONTRACTOR5 AND BUILDERS ARE URGED TO
REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
OF CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. 15 NOT RE5PON5I5LE
FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES
MISSED AND NOT REPORTED TO BEAUMONT 4 ASSOCIATES, INC. PRIOR TO
CONSTRUCTION. NO EXCEPTIONS.
B.T.
3/4 "CW'I'4W
LAV. BATH
1/2 "IU C,NW LAV.
SNUJR,
W'c.
BATH
LAWB.T.
W.C.
1/2 "GLU,NUJ
LAUNDRY L,T.
WASHER W
ID W KITCHEN
'I
3/4 "CW,"W 1-1
3/4 "C-W,NUJ
3/4 " C W TO
METER BOX I/2 "CW,HW
-3/4 iiG 3/4 ''CW,H'W
NOTE:
DIAGRAMS FOR EA. UNIT ARE
SIMILAR EXCEPT WHERE NOTED
W4TER PLUMBING RISER DIAGRAM
NEATER
NO SCALE
TO CITY SEWER
SANITARY RISER DIAGRAM
NO SCALE
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LE0END
AREA�ft2) DENOTES OPENING SURFACE
* AREA AND DESIGN PRESSURES
(PSF:) TTFi
=�r
WHILE EVERY ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR,
CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE UI�ED TO
REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
OF CONSTRUCTION. 5EAUMONT 4 ASSOCIATES, INC. IS NOT RESPONSIBLE
FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHAW-%ES
MISSED AND NOT REPORTED TO REAUMONT 4 ASSOCIATf=S, INC. PRIOR TO
CONSTRUCTION. NO EXCEPTIONS.
I
O
23.6
+ 25
- 27
24'-all
411
-4" a'=411
I'=4" PATIO 1 1 .4 18.8
1 1.4
+ 26 25
— 28 O — 28 0 —
+ 26 H. 28
1.1
•--------------`1 --- _ 8 O
16.6 GARDEN - EA C
+ 26 16 VALVE -
TUB TILED
O , SHOIUER
_ 34 D1 � `�'
COV. PORCH MASTER BATH— L
9'4 CLG. • 9'4" CLG.
® SEE DTL.I
E
65 cRPT. TILE � TI--IIS SE -IFFY I
+ 23
1� — Ile
26 — 5 3
2" VTR O 3 =g 2 =
MASTER SUITE
15'-4" 12'-4" m [ em
MRR. N
FAMILY RM.
— 9i411 cLG. _�
— N
BEDROOM 04
9 4 CLG.
13' - 31,
- NOO/K
91411 CLG.
m J
N 15 O
ARCH- I g
SPRING FRO
g�_�ii TO gi_gii I I W w
_ L
5 I- if I
u lL `--F
W 21 pII '1 c','_Cl" OOV
.J J 4 5
t I W.I.C.
9'4" GLG.
L- — — — O 2" VTR
4 SHI. R S S BEDROOM #3
4'-3"
0 0
_ _ f
U1C LAv. LAv. �
sHwR
BATH 02
9'4" CLG.
D z
I Eo`�11
�
ARCH- J '
- I SPRING FROM U-
DB SINK pw. I.f ffJ g'-0" TO 8'-g" O' -
I lU/DISP � TILE CRPT.
3 HANSEN
I0 �Or KITCHEN BOX
Y o Z 06� 9'4" GLG. i -
�7 ArCH- 41
Z L INEN
A SPRING FROM > }�
3 V-0" TO 5'-5" ' 2" VTR- U1 4 N 4 SH 31-1 BEDROOM 2
9'4" CLG.
~ N
L-------- REF— O UTILITY
U g 4" CL 9 41I CLG.
O�'-2 /w��
IL 3' 811
1O'=8" 8'' 3' 811 DRRYER z 8 S —
K� _ >
� z
G - 0 22' 4g"
3 ATTIC ACCESS
DINING RM.
9'4" CLCa. - ° L — — - -
� ° RTI RAISED —
P LATFORM •
15'-4" O1 411 20'-011 _
UJN —
- DENOTES v�
V CLG. LINE
ALSO °� yF (p =
i
GARAGE O
10 FOYER
D2 1�'�" p2
LIVING RM. - •
LINE OF GARAGE DOOR IN OPEN POSITION —
- — — — — — — — — — — — — ——— — — — — -I —
�
8.4 A = / A = +324
GARAGE DOOR TO BE
-}- 26 = — RATED FOR 120 MPH =
ABV = = I - 27 WIND
16 — ENTRY 1
10'0" GLG. = (2) � =
—
30 11=0' cp • 1 12 ( • 1
1 16
3 D2
6'-4 �'-4" 3'-0 2'-8" 16'-O" 2'-gll
12'-QII K/'-oll 21'-411
6/ 40' - 011
0
16.h
126
- 28
O
1/ 11 = 11_011
1)
I
(2)
Ito
O DOOR SCHEDULE
O WINDOW SCHEDULE
WIDTH
HEIGHT
THICKNESS
COMMENTS
TYPE
LIGHTS
GLASS
HD, HGT,
BUCK DIMENSIONS
1
5'-0"
G'-8"
1 3/4"
3'-0" MTL DOOR W1 (2) 12" SL
A
C-25
SEE ELEV.
CLEAR
SEE ELEV,
3-1 3/411XFh3"
2
lro'-0"
1'-0"
------
OVERHEAD GARAGE DOOR
B
C-1/2-35
SEE ELEY.
CLEAR
S,_011
21 1/4"Xro3"
3
2'-S"
l '-S"
1 3/41,
EXTERIOR W/ 1211 S.L.
C
F.G.
SEE ELEY.
EMP/OBS
V-0"
4V X49"
4
2'-8"
io'-8"
-- - - --
H.G. INTERIOR
D
C-35
SEE ELEV.
CLEAR
8'-0"
5411XC63"
�✓
2'-ro"
%'-8"
1 3/411
H.G. INTERIOR
E
(2)C-25
SEE ELEV.
CLEAR
SEE ELEV.
74"
(U/ HALF
ro
2'-011
ro'-8"
1 1/2"
H.C. INTERIOR
2'-O"
ro'-all
1 1/2"
BI-FOLD - o PANEL
8
2'-roll
ro'-8"
1 1/2"
BI-FOLD - ro PANEL
9
(2) 2'=r"
1 1/21,
BI=FOLD = 6 PANEL
10
8'-0"
8'-0"
1" NOM,
SLIDING GLASS DOOR
GENERAL NOTE5
I. ALL EXTERIOR WALL6 SHALL BE ASSUMED
TO BE LOAD SEARING. SEE FLOOR PLAN
AND FOUNDATION PLAN FOR C.M.U. WALL
SHOWER ENCLOSURE
REIN=o�CEMENT LOCATIONS,
2. WINDOW AND DOOR SUPPLIERS SHALL
PROVIDE CURRENT ROUGH OPENING INFO
WHICH SHALL HAVE PRECEDENCE OVER
10"
TILE
1/2" TYPE X'
GYPSUM BOARD
THE WINDOW AND DOOR SCHEDULES ON
PLAN.
3. CABINET MFRS. SHOP DRAWINGS SHALL
HAVE PRECEDENCE OVER THE INTERIOR
TUB
51I10WER
CABINET ELEVATIONS SHOWN.
4. DO NOT SCALE PLANS. DIMENSIONS ARE
TO E3E FOLLOWED AS NOTED,
5. ALL GLASS LOCATED IN HAZARDOUS
LOCATIONS SHALL COMPLY WITH
SECTION 2405.2.1 OF THE FLORIDA
5UILDING CODE 2001 EDITION.
ro. ALL GARAGE/OVER HEAD DOORS SMALL 5E
LISTED AND TESTED FOR 30 SECONDS AT DESIGsN
211 LEDGE
1
IN SHOWER
PIRSSURE(+/-) TO INCLUDE A 10 SECOND GUST AT 1.5
TIMES THE DESIGN PRESSURE.
-1. MOISTURE BARRIER: ALL EXTERIOR WALLS TO HAVE
.APPROVED MOISTURE PARRIEfR NOT LESS THAN NO. 15
FELT, KRAFT WATER PROOF COVERING, TTVEK (OR EO.),
OR PAPER BAGGED MTL LATH FOR STUCCO.
/�
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APPLY WITH A MINIMUM OF 6" VERTICAL LAP
�—} ��
I
(UPPER LEVER OVER LOUDER LEVEL) AT
VERTICAL JOINTS. FASTEN PER MAN. SPECS.
LIVING UNDER A/C
GARAGE
19I9 SQ. FT.
451 50. FT.
LEGEND
COVERED ENTRY
32 SQ. FT.
INDICATES 8xax16 (NOM.) C.M.U. (EXTERIOR
LOAD BEARING ). 12'-O" TOP OF CMU
COVERED PORCH
101 5Q. FT.
INDICATES 8x8x1G (NOM.) C.M.U. (EXTERIOR
LOAD BEARING ), 10'-0" TOP OF CMU
TOTAL SQUARE FEET 2569 5Q. FT
INDICATES axaxlG (NOM.) C.M.U. (EXTERIOR
LOAD BEARING ). 9'-4" TOP OF CMU
INDICATES Oxax1G (NOM.) C.M.U. (EXTERIOR O
LOAD BEARING ). V-0" TOP OF CMU
LINEAfP FT, CALIC
INDICATES WALLS TO BE UTILIZED FOR TRUSS
BEARING 2x4 WOOD STUDS � I/o" O.G. U.N.O.
MAIN HOUSE
21V —0" LINEAR FT.
OF g,-411 BLOCK
INDICATES 2�, GA, MTL, STUDS 24" O.C. MAX.
(NON LOAD BEARING INTERIOR PARTITIONS
ONLY.) (U.N.O.)
PATIO
22'-411 LINEAR FT
OF 9'-411 BLOCK
INDICATES FILLED CELL WITH (1) VERTICAL
#E5 GROUTED 50LID, (U.N.O.)5AR TO BE CONT.
BOND COURSE TO FOOTING, REFER TO
)� A t� E8x8xl`1roSP1Q01'(.J �I�I.LT TEXTER(O(`'
TOTAL
240'-4" LINEAR FT
LOAD BEARING ). 10'-0" TOP OF CMU
OF 9'-411 CLOCK
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COMP. SHINCxLES OVER 15" r=ELT
ON 7/1(o" O.S.B. MIN.
PRE-ENr3INEERED TRUSS o) 24''
O.C. W/ HURRICANE ANCHOR
ON EA. TRU55
7 C SEE ELEV
R-30 BATT INSULATION
— 1/2'' GYP. BOARD
FILLED LINTEL BLOC< W1 2#5
CONT. HORIZ. Wl 30" SPLICE MIN.
SLAB SLOPES AT
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REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT
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WHILE EVERT' ATTEMPT HAS BEEN MADE TO PREVENT HUMAN ERROR,
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95% STANDARD I +=- I > • ^ • 1-- - 95io STANDARD i-1 I = 1x2 PT NAILER z +�
DENSITY AND � DENSITY AND ' A J "l ." •, .4.
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WHERE 2ND STORY OCCURS I O o
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W/(3/'S BAR II �� - W/ (1) 5 CONT. CxROUT
8 xlro CONC, FTG, 8 xlro CONC. FT.�, w fli -,
W/ (2) #5'S GONT. WHERE 2ND STORY OCCURS W/ (2) #5'S CONT, FTG SHALL BE 10 x 20 = I _ SOLID z
WHERE 2ND STORY OCCURS ON CHAIRS. ON CI�AIIRS. W/C3�'5 BAR q )
FTG SHALL BE 10" x 20"
FTG SHALL BE 10 x 20
W/(3)'S BAR W/(3)*5 BAR w �
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5TEM WALL W1 5TEM WALL W1 5TEM WALL A/C CI-IA5E 5TEM WALL /C CPA-SEPERPLAN p
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CONT. ROD CONTRACTORS, SUB -CONTRACTORS AND BUILDERS ARE URGED TO REVIEW T� r Ix2 PT FUR STRIP D r--
IN FOOTER I/2 GYP, BD, EA, 51DE cn
ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF I I AT l� O,C, SxSxl6 CONC BLOCK
CONSTRUCTION. BEAUMONT 4 ASSOCIATES, INC. AND MONTA CONSULTING AND OF 2x4'S '� IC " O,C, W
SLAB SLOPES AT DESIGN, INC.(MCD) ARE NO'r RESPONSIBLE FOR ANY MISINTERPRETATIONS, I I NON -LOAD
i, ERRORS, OMISSIONS OR CUSTOM CHANC#ES MISSED AND NOT REPORTED TO BRG, WALL GARAGE INSULATION ON - VERT REINF. BEYOND a A
a PER FT. AWAY �
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„ l=xCEPTIONB. EXTERIOR FIN15H (SEE ELEVATIONS) ROBERT M. MONTA, P.E
J-BOLT � 32 O.C. (MIN 11 w a
4 CONC. SLAB GARAGE i i INTERIOR ro" EMBED) 2 1/4" INTERIOR k 3 w
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W/ 3 MIN. CLEAR(( I- �I loll
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— NO REINFORCEMENT REQUIRE® ' I i-I I i-") I I ---I 1 I ---I I__I 1 I -I 11-1 - I 1 2 *S KIT
— it - — � � I--•illi—I i I —I � J i = � �_ _.._ GO � �
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CLEAN COMPACTED
CLEAN, COMP., TERMITE POISON TREATED a
TREATED FILL FILL 0iE
aAa
COLUMN FOOTER DETAIL NOT USED � OFFSET FOOTING 8 OFF -SET FOOTING 1� W74LL SECTION W1 II II 00
W02 W
3/4" = 1'-0" NON E SEARING 3/4"=1'-0" �3EARING 3/4"=1'-�" C� U / STEM WALL 3/� =1-,a
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COMP, SHINGLES OVER 15* FELT
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(2) #5'S CONT. "+ I �lil�-I I�._'...._�`' i'
W/ 3 MIN, CLEAR I I II 111-I I- I�" � �" I
.� L, i i,.._ w
8„ 8„ (3) #5'5 CONT. 'i' " FILLED LINTEL BLOCK W/ 1*5 z
W/ 3" MIN; CLEAR 10" 10" CONT. HORIZ. W/ 30'' SPLICE MIN. p
REFER TO CASTCRETE SPECS `kI E"
FOR LINTEL REaUIREMENTS I-
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STOR'*' 5EARINC� 3/� -1 � 3/4"=1'-0" W
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3/4" RECESS *5 P ROD IN FILLED CELL
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RGG GLASS DR. 8"
SPE'S.I TIED TO CONT. ROD IN
FOOTER 4 LINTEL ROD
WALL BEYOND
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31/2" CON(--. SLAB W/ FIBERMESN _ = 311/2" GONG- SLAB W/ FIBERMESH Q
(OR W/roxG 10/10) FINISH GRADE _ _ (OR W/C xro 10/10) Z
OVER &M VI5O.
OVER roM VISO, - - 4
3-1/2'' CONC. SLAB � = I = — z
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CONT, W//oxro 10/10 W.W.M. OR
---- ----- SLOPE 1/4" ; � � I I I.- �) a
FR R IBEREINF. CONC. PER FOOT
_ 8 X l�o GONG.
DRIVEWAY 5LAB ON (o MIL. VAPOR - EXP JOINT FOOTER W/ 2 *5 P CLEAN, COMP., U
BARRIER a
11i:
RODN. ONT, �xE TERMITE TREATED
PER MFG. FILL
SPECS.
WHERE 2ND STORY OCCURS
EXTERIOR DOOR FTG SHALL BE 10" x 20"
T�41 CKENE D EDGE i� THICKENED EDGE 3/4" =1' -0" 15 NT5 GARAGE Cl� �'� W/(3)'$ BAR
13 GARAGE DOOR 3/4"=1'-�" POURED SILLS 18 DETAIL 3/4"=1'-III
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GYP. BOARD (4) abx2" MIN. TOE NAILS F�
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12 (OR BETTER) SYP OR SPF SIMPSON SPI OR 5P4 LTSA IS MIN. U.N,O. O
TOP PLATES TO STUD PER PLAN �
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PLATE. SIMPSON 5P1 OR SP4 PT SOTTO TIT€NS w/ WASHERS, A
HURRICANE CLIPS ,@ 16" O.C. PLATE o" MAX FROM TOP O tj
SPF STUD +ASH€AR UJALLS TO BE �i2" G�Yi�SUM 1/2" J BOLTS @32" 2x4 P,t, PLATE AND BOTTOM W Q'+cn
O.C. MAX 6 EMBED, c�
WALL BOARD 5T4CG;ERED, BLOCK Z
o MAX FROM E.A, END
<2„ CzYP BD ALL EDGES, STUDS � lo" O,C. NO.o REFER TO FOUNDATION = � � 9
11/4" SCREWS TYPE UJ OR S. FASTEN PLAN FOR FOOTING SIZE v
PLYWOOD OR O.S.B.
4" O.C. PANEL EDGES AND FIELD.- AND LOCATION �
WALL
I y, I Ui -�
STRAP TOP PLATE, HEADER FOR UPLIFT ,� EXT. FRAME WALL CONN. O m �
INT. LOAD
SIMPSON SP1 OR SP4 CRIPPLES TOGETHER W1 3 jj - TO 5LOCK WALL DETAIL
LTSA 12 MIN. U.N.O. 1° _ u " i �i v
TOP PLATES TO STUD 2x4 P.T. PLAT>..7i—i ,� 1/4 1 -� � j�IN �,��.� 1-1/2 - 1 -� 1/2"=1'-0" o
CONNECTION T 6 O.C.
0
2x4 STUDS a 16" O.G. c=
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�W
BETWEEN EA. STUD - �� °� (1) 5 IN TIE BEAM a "'
-- - -- ��
(1)#5 BAR IN PRECAST LINTEL
=-------------- wa
BROBERT M. MONTA, P.E
ANCHOR BOLTS NOTES: ALL LAPS 48 AR DIAMETER MIN. Du 3 w
i/ " GYP BOARD f --IO I I I (2)#5's VERTICAL Q
2
PER PLAN WINDOWAND DOOR ASSEMBLIES TO CONFORM 0�< IN GROUT FILLED } cn
INP50N SPl OR SP4 TO FBC 2001 CHAPTER 11 SECTION I�0-IA RUNNING; BAR NOM, �" KNOCK -OUT =Om (U#5 CONT. IN TIE CELL =
HURRICANE CLIPS � 16" O.G. ALL CONNECTIONS BY OTH€R5 SHALL B€ BLOCK cv� BEAM COARSE 0)11S VERTICAL IN ~
2x4 P.T. PLATE - CAPABLE OF RESISTING; THE DESIGNATED GROUT FILLED CELL =
U
WIND FORCES 51H0UJN ON SHT, 2 (FLOOR PLAN). DOWEL LAPPED P1zOVIDE NANO EfzS TO HOLD I I ( _ �
WITH WALL REINF. GROUT TIE BEAM a BAR IN PLACE DURING POUR, 3 �
REFER TO FOUNDATION COARSE SOLID -�
PLAN FOR FOOTING 51ZE 2X PT BUCKS/NAILERS SHALL EXTI=ND 5EYOND I REFER TO MAN. 5PEC5, FOR W
AND LOCATION �/ III I I -}- INTERIOR FACE OF WINDOW, FASTEN SPACING REQUIREMENTS o
<NE E WALL ON I O� BUCK TO MASONRY UJ/1/4"X3" TAPCONS � � a
QQ WALL,
I I I WALL
_ u �� - _ - - - - _ NOM, 8 CMU
INT. LOAD 5RG. WALL, OF CMU WALL 1-1/2" - 1 -0 o PROM EDGES AND to O.C. MAX. u —\ ( I I Om
1 a.
2 STORr WALL A5 Y BUCK5 LESS THAN 2X TO BE FA5T€N€D - - - BLOCK BELOW IES NOT N
W/GUT NAILS OR EQUIVALENT, STRUCTURAL u5 CORNER REQUIRED TO BE FILLED °- a
BAR
2x4 STUDS ,@ 16" O C
� 2x4 STUDS a ]roll O.C. "ram #2 (OR BETTER)
#2 (OR BETTER) SYP OR 5PF
5YP OR SPF
LTS-lo —
'/2" GYP. BOARD 112" GYP. BOARD
PRE-ENG. PRE -ENG.
FLOOR 5Y5TEM FLOOR SYSTEM
M5TC-40
EA. STUD
CONNECTION OF WINDOI,U TO STRUCTURE I —
BY OTHERS IN THIS CASE, GROUTED CELL O
NOTE: ALL NOOKS AND SPLICE5 TO BE
CONSTRUCTED AND SIZED PER NOTES v1 z
' I I p -p- p NOTE: TIE BEAM COURSE MAY BE USED ILO OF KNOCK=OUT p
5 WINDOW/DOOR 8 ! Y�. CORNER VERT. BLOCK TO ELIMINATE USE OF HANGERS, 2" COVER MUST REMAIN Z
5UC< NOTES NTs WALL REINFORCING
�o
NTs 12 TIE 5EAM DTL. 111,Z11_11-m1' 1� RE5AR DETAIL NTs Ww c W
HO W H
O Fy-i
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CENTER BUCK w
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TO RAFTER OVER RIDGE ( o p
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• 7—_ I I 2Xa RIDGE B AR W
N
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w
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2 X 4 F.T. TOP BUCK W ui
w ` ~
• N
2 X 6 P.T. BUCK EACH lOdX3 ry 1/4" 1R Q �� w� w
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X X TNRU 7/l0" O.S.B. SHEATHIN
IOdX3" _
TO PRI==ENC;INI=EKED TRUSS �_ ,C�
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� OPia. SIDE U U 2X6'S 2 24" O.C. MAX. �
• AT EACH DOOR BRACKET, EACH SIDE OF Z q SDS SCREWS 2X6 FLATE TO H
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U IL TOP CHORD OF EA, TRU55 BELOUJ
W45HER UJ/ EACH ANCHOR, <i
'O
lodX3" w FASTEN CONVENTIONAL 2X VALLE p
COMNOPPM�DE RAFTER FRAMING; (OR PRE-ENGINEERED � E' �
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UJIN1-1 DOOR SIMPSON N2.5 CONNECTORS (5-8d NAILS) O
MANUFACTURER AT EACH RAFTER To PLATE CONNECTION
«nx4'8 «nx6'8 (2nxa'8 } w
START BOLTS AFTER 0 A
NOTE: ARCHLE65 WINDOW5 SIMILAR GARAGE CURB 04
2X 5UIL.T-U}= STUD 17 TYf=. VALLEY CONNECTION
112 GYP. BD. ARCH WINDOW g E3UGK DETAIL NTS SCOLUMN DETAIL5 11%"1'-0"i2" GYP. BD. FRAMING DETAIL NTSw�
wa
STRAP TOP PLATE, HEADER ,�D STRAP TOP PLATE, HEADER w wEn
CRIPPLES TOGETHER W1 SIMPSON SPI OR 5P4 CRIPPLES TOGETHER W1 v V1
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TOP PLATES TO STUD
CONNECTION AT ]roll O.C. CONNECTION AT loll O.G. OUNTERTOP to
w
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5 1/2 Q
r # PAST BASE N
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.. F
MID SPAN BLOCKING MID SPAN BLOCKING; Q
BETWEEN EA. STUD -�BETWEEN EA. STU� 2xa'5,@12" O.C.
4" MTL. STUDS 'w
--------- -- O.C. ZQ
TIE -BEAM M5T4M-24 EA, SIDE BUILDINGS WRAP M,R, GYP. BD. I I Z
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ANCHOR BOLTS ANCHOR BOLTS TIE BEAM BELOUJ CERAMIC TILE - I I 2
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PER PLAN �2 GYP. BOARD PER PLAN 2 FINISH STOP SEALANT m
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2x4 RT. PLATE 2x4 P.T. PLATE
2X8 PT SOT, PLT, I I � N
` REFER TO FOUNDATION I PT NAILERS AS REQ'D. �rz" J= OLT UJ/SIMP5ON
REFER TO FOUNDATION I TUB
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pp IIWI Ia
II
POURED CELL W11 #5 BAR GEMENTITUOUS FINISH
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BUCK 6PECIFIED BY
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MANUFACTURER
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—TIE-BEAM -
PRECAST
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NMI =I
Bill
SEE ELEV
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FROM HOU5E
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O.S.B., NAIL
PER NAILING SCHEDULE SIMPSON H-I,a(TYP.)
X rxii uX
END NAIL EA. OUTLOOKER _
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PRE -)=NG, ROOF TRUSS
FOR OUTLOOKERS
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CEILING NAILER
AS REQ'D.
1/2" GYP,
2Xo's,@IG " O.G. W/FULL
DEPTH BLOCKING/@
0'-0" O.G. MAX.
NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D, PER HIB-91 d TRUSS MAN, DRAWINGS
CEILING GYP. BOARD IS NOT A DIAPHRAGM
GA5LE ENDaVAULTED CEILING
(5ALLOON FRAMED WALL)
WALL PLANE
SHEATHING PER
PLAN
BEAUTY SHINGLE
W/ MASTIC OVER i
NOTES:
I, MOISTURE BARRIER: APPLY HORIZONTALLY W/ MIN. 2" HORIZONTAL LAP
(UPPER LEVER OVER LOUDER LEVEL) 4 roll 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
W/ SUCCESSIVE LAYERS.
FASTEN PER MAN, SPECS.
NOTE: ALL FASTENERS FOR UNDERLAYMENT TO
BE MIN. 12 GA.xl /4" CORROSION RESISTANT ANNULAR
RING SHANK OR COIL ROOFING NAILS THROUGH 32 G4.x15/a"
DIAMETER TIN GAP.
3. SHINGLES -
FASTENING - (4) NAILS FOR EVERY FULL SHINGLE,
1" FROM EA. EDGE 'D 12" O.C., NAIL ROW TO BE
LOCATED APPROX. 55/a" FROM LOUDER PORTION.
ALL FASTENERS FOR SHINGLES TO BE MIN. 12 GAA"
CORROSION RESISTANT ROOFING NAILS W/ 3/8" HEAD,
USE ROOFING CEMENT FOR MAN. SPECS,
4. DRIP EDGE -
MIN, 2ro GA. GALV. STEEL AND OVERLAP A MIN. OF 2"
DRIP EDGE TO EXTEND 1/4" BELOW 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.G. MAX.
5. FLASHING -
MIN, 2ro GA GALV. STEEL FASTENED PER MAN. SPECS.
ro. VALLEY LINING(CLOSED VALLEY) -
PROVIDE (ULAYER OF 3o" WIDE ASTM D 1970 COMPLIANT
UNDERLAYMENT
5 SHINGLE / FLASHING
DETAIL
3ARRIER
=LT
)F COVERING
=-5EAL
C<ING AND CONFORM
, ice) D 3402
UNDERLAYMENT TO CONFORM WITH
ASTM D 22ro, TYPE I, OR ASTM D 4805
TYPE I.
PROVIDE MIN. 20 GA.
GALV. STEEL DRIP EDGE
2X4 BLOCKING,@EA. OUTLOOKER
(ROOF SHEATHING SPAN To BE
2'-0'' MAX.) END NAIL W/(2)I(ool
NAILS EA. END (2)1o6 NAILS PLT. TO
2X4 OUTLOO<ERS STUD TOP45OTTOM(TYP,)
v24" O.C. MAX, (END NAIL PLTS. TO STUD)
/loll O.S.B., NAIL _ 2'-D" MAX.
PER NAILING SCHEDULE SIMF50N H-10(TYP.)
X X r%
END NAIL, A. OUTLOOKER
W/(2)lod NAILS TO TRU5,5--/ A m�
PRE-ENG. ROOF TRUSS
DBL, 2Xa
TOP PLT.—/
2Xo'S'aI(o" O.C.
(TYP.)
MAX.
" GYP. BOARD
CEILING NAILER
AS REQ'D. ----/
1/2" GYP, BOARD
ON PT. FURRING t•
2X FACIA, END NAIL
W/(2)Irod NAILS,@EA.
OUTL OOi<E R
HOLD WALL DOWN 31i2"
FOR OUTLOOI<ER&
1/IC " O,S,B,, NAIL
PER NAILING SCHEDULE
lie" J-BOLT W/51MPSON L5PSIi2
W45HER,a32" O.G. MAX.
(MIN, (o" EMBED,)
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LSTA-24 W/(o)3/10"XI-1/4"
SIMP50N TITENS TO CMU
(TYP. EA. STUDXEA. SIDE)
REFER TO FLASHING DETAIL
FOR FLASHING REQUIREMENTS
NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D, PER 45-91 4 TRUSS MAN. DRAWINGS
CEILING GYP. BOARD IS NOT A DIAPHRAGM
G 45LE ENDQVAULTED
CEILING(CMU WALL)
2x4 BLOCKS, (2) 16d NAILS a EA.
END, BLOCK ADJACENT BAYS a EA,
DIAGONAL AS SHOWN. FASTEN ROOF
SHEATHING TO BLOCKS w/8d NAILS
roll O.C.
CONT. 2X4
\::�14S X� 24" O.C.
(5) 16d NAILS
BRACE TO REFER 70 PLANS FOR
BLOCKING EXACT SIZE OF O.N.
PRE-ENGINEERED GABLE
END TRUSS
GABLE END SHEATHING
FASTEN PER PLAN.
PROVIDE 2x4 BRACE TO SPLICE AS REaV.
EA. ADJ. DIAGONAL FASTEN
TO DIAGONAL w/(2) led
NAILS. SIMPSON A23,@EA,
'a" NOL BRACE TO PLT,
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2 C„rU WALL GABLE END W/FLAT CbS. Nt S
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