HomeMy WebLinkAboutAPPROVED sht 7CODE :FBC 2020 GENERAL PLAN NOTES �/ -
PROJECT ADDRESS: 4953 BALD CYPRESS TRAIL FT. PIERCE FL. 34951
PROJECT NAME: 20-0012-PAC 1. A/C COMPRESSOR LOCATION MAY VARY- VERIFY LOCATION DESIGN PRE:- " "
S _ SURES - 160 VULT -EXPOSURE C
ARCHITECT:JOE McCARTY WITH SURVEY. MEAN ROOF HEIGHT 30'
TYPE OF CONST.: CMU X FRM -
BLDG. DESIGN: ENCLOSED X PARTIALLY ENCLOSED _ OPEN
2. SLAB SHALL BE RECESSED ON ALL EXTERIOR DOORS EXCEPT NOTE SHEATHING TO BE 19/32 CDX PLYWOOD WITH 2 / X 0.131 OR 3 X
FRONT DOOR IN LIVING AREAS. 0.120 RING S-1ANK NAILS 4" ON CENTER ON EDGES AND IN FIELD.
WIND SPEED (ULT)• )
IOU MPH
EXPOSURE C
•
INTERNAL PRESSURE COEFFICIENT.:• +0.18/-0.18
3. - ALL EXTERIOR CMU WALLS BETWEEN OPENINGS WITH
SABLE ROOF 20 TO 27 DEGREES
IMPORTANCE FACTOR 1.0
VERTICAL REINFORCEMENT AT EACH END ARE SHEAR WALLS:
1.2E 1 +28.8 -55
-
II
` '
MEAN ROOF HEIGHT ' :ft:
30
I.
+ _
2E 20 24.9 55.0
.
1 2E I + 5C 19.6 -46.9
OVERHANG 16 ft ROOF PITCH 6/12 _
SEE FLOORPLAN SHEET FOR PLACEMENT OF VERTICAL REINFORCEMENT.
1 + _ ;
2E 1 ?0 15.7 40.3
D. -R
OOF. L. SHINGLES MTL X L.L 20 . .
?N 2R 3E 10 +2 -I
8.8 87.9
I
R L.L.'40 D
FLOG sf L sf
p 20 p
II
.
2 + _ .
N 2R 3E 2G 24.9 77.0
WINDOW/DOOR DESIGN PRESSURES ON ELEVATION YES NO X
ETERS G1 DESIGN PARAM
`
..
2 + ,
.N 2R 3E 5G 19. 6 62.6
COMPONENTS and CLADDING WIND PRESSURES SEE COVER SHEET
D N LOADS. UNLESS NOTED IN
A ESIG OTHERWISE UNO
, .. .
?N 2R 3E 1 ?0 +15.7 51.8 .
TE S E -
SHUT R Y S NO X
E SPECIFIC NOT S
4 + -
R 10 28.8 104.3
IMPACT RESISTANTASSE B X -
M LY YES NO
L DS.
1. ROOF OA
_ :
UPLIFT CALCS.
_ _
2
R U 24.9 87.9 - "PRE ENGINEERED TRUSSES -
GA AGE DOOR PRES
SURES SSURES SEE SHEET 1
(
.
DEAD L D OA DL.20PSF
( )
3 R 50 19.6 65.0
:
.
LIVE LOAD L •
L.20PSF
_
yR 1 ?0 +1 7 5. 65.0 _ . I
-
.
BOT CHORD D P F
L.10 S
( )
F > � I
iIP ROOF �.0 27 D TO EGRESS
"
-
T L
OTA LO D. 40 PS
A F
I-I.
MTS16 EA .:
1 + SH TRUSS
II 1 ? 28.8 51.8
I-=
DUR FACTOR:
O . 1.25
2a 2. 4 9 45.9
GENERAL FOUNDATIO N
N OYES.
+ _
FLOOR LOADING. 40 20 SF
_ 60 P
_ :
1 + _ .
50 19.6 38.1
D SPEED INTERVAL B
DESIGNS BASED ON WIN S OF 3 SECOND GUST. F C 20 0
_
1 0 1 ? 5.7 32.0
1.
,
1. CONCRETE SHALL BE A MINIMUM 3 1/2 THICK OVER CLEAN
NCE F FASTENERS AND ONES
:EDITION PERFORMA O ANCHORS FOR COMP N N
. D BLE 2 .
DOBLE TOP P LATE
2 __ -
.E 2R 3 1 ? +28.8 1.4 I
II
TERMITE TREATED COMPACTED FILL AND 6 MIL POLYETHYLENE
L
AND CLADDING MAY VARY DUE TO F YING DEBRIS.
-I�
2 + - _ _
.N,2R,3E 2C 24.9 63.8
.
VAPOR BARRIER.:
+ _
2 .,
N 2R 3E 5U 19.6 53.8
.
+ _ _ _
N 2R 3E 1 ?0 15.7 46.2
2. CONCRETE SLAB SHALL CONTAIN 6 x6 #10/#10 WWM
.
MINIMUM E
1 CVRAGE(
(
II
WALLS -
.
-
�.-
2x4 PT BOTTOM PL�I
+ _ ATE .
1 4 ? 38.6 42.0
"
-E ACES GRADE
G2 MIN. LUMBER SIZ S SP A SAND SPECIES UNO IN
(
-�
-Ia
4 20 37.0 40.2 _ . W/ SPH4'
3. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
E
SPECIFIC NOT S .
_
� u
_ i u
SEE CONNECTOR SCH D
4 50 34.2 _ E ULE
37.9
STRENGTH OF NOT L
O ESS THAN 3000 sI.
p
„
ERIOR NON -BEARING WALLS. 2x A INT 4 STUDSAT 16 ON
.III
II-
_ � � � ,
4 1 ?0 32.9 36.1
. ,.
_.
BETTER OR ME L
OR TA STUD 2 PER MA S 5 a . CRIM
( ) ( 9 )
.CENTER.
+ _ 5/8 x 6 WEDGE AN
4 500 28.8 32.0 CHOR
ALL 9 4. 0 HOOKS ARE TO BE EXTENDED 10 MINIMUM BEYOND
BE USED IN LIEU OF SCREWS FOR METAL STUDS:
- -
_ 24 OC
5 1 J +38.6 @
51.8
r I nI 1. .
THE URN.. FIELD BENDS ARE TO BE DONE COLD AND THE
FRAME BEARING WALLS. 2x4 STUDS AT 16 O ER TO B N CENT + _
$ 2C1 37.0 51.8
DIAMETER OF THE BE - _
ND MEASERED ON THE INSIDE OF THE
H. OTHERWISE USE 2 10 0 LENGTH. x6 SPF #2 GRADE
E _
50 34.2 43.7
BAR IS NOT TO BE LE SS THAN 6 BAR DIAMETERS.
. O LUMBER OR BETTER).
. _
C HEADERS. SOUTHERN PINE GRADE 2 2 2x12 N sUN00
O $ 500 +28.8 32. 0
DETAILS. NAIL PLIES WITH MINIM
PLAN OR A S TH 16d GUN NAILS AT TOP
5: UM COVERAGE FOR REBAR SHALL BE 3 IN FOOTERS
AND 1 1/2 IN BOND B
& BOTTOM EDGES 16 O.C.
EAMS. HOOKS MAY BE ROTATED. -<
HORIZONTALLY IF RE EDT VE II II
UIR O ACHIE MINIMUM COVERAGES. Q �*
.
O
- _ : : M.
6. REBAR OVERLAP SHALL BE 48 BAR DIAMETERS. 30 FOR #5 S BARS).( ( )
NOTCHED
G3 HEADERS MAY BE CUT OR O CHED AT THE ENDS ONLY.
- L
OTHERWISE THEY SHALL NOT BE REDUCED IN STRENGTH.
.I ILII L . � .L. .ILI.L I I I LI .1LIII I III I .-ILLL I I �I IL I I . L II.� I I . I LII I
I. .I II I I . � L L
- od
I I I �II I l L I II I .I . I II � . . I . I I I. I- L L . L I . . I .. ,. I I1I . I I I I . I .L . 1.1 �1I I II I. II .I L I I IL.I .I ,II .II.I. . I I I I .L L L .I II II I ,I I I . 'I'.1II .. . . .I I ..I II. II� �.L I I , III . II� � . I III I I � II I I I�. IL� IL .
. 0144 KNEEWALL DETAIL
II
L LL I. � LI 1I1 I L �LII I l I , I. ..;I LIL L I. L
I.
II
V ..
I. L
. . . II IIIT I I I
.THE FOUNDATION H O DESIGN ASSUMES THAT THE SOIL HAS A MINIMUM LOAD
WE HE
SCALE. NTS.
G4 LUMBER EXPOSED TO AT R OR CONTACTING CONCRETE
CARRYING CAPACITY OF 2 000 POUNDS PER S UARE FOOT. IN THE V - ♦♦^^
, Q E ENT v,
I L L L [. L L .
LL L.. .. .1 .. I I L L I IIL I
OR STEEL SHALL BE PRESSURE TREATED P.T..
THE SOIL BEARING CAPACITY FALLS BELOW THE AFOREMENTIONED ( )
O
GENERAL V ES.
MINIMUM, THIS FOUNDATION PLAN MAY BE SUPERCEDED BY AN ENGINEER ALLEY NOT . a. M
G5 FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY
`' J
IN SPECIALIZED FOUNDATION DESIGN. CONTRACTOR SHALL NOTIFY „ �+!.:
(1) RAFTERS TO BE 2x4 SPACED 24 O.C. UP TO 8, USE 2x6 UP T012 LENGTH.
BRACING DURING ERECTION OF TRUSSES AND FOR ALL W " R.
ENGINEER IF SOILS ARE QUESTIONABLE TO 10 DEPTH. SATISFACTORY (2 RAFTER LENGTHS FROM RIDGE TO CLEAT OVER 12-0 TO HAVE 2x4
. _ ) ( ) ( )
PERMANENT BRACING PER HIB 91 SUMMARY SHEET
COMPACTION TESTOF FILL DOES NOT VERIFY LOWER SOILS ARE �_ �� k. -.II 1 .I L I ..I. 1I.1 . ,1
COLLAR TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24 0 MAX RAFTER � _
ADEQUATE: _ LENGTH). 3 RIDGE BOARD AL BE 2x6 MIN. FOR 2x4 RAFTERS & 2x8 MIN.
- ) O SHAL ,
. FOR 2x RA 6 FTERS. (4) ATTACH RAFTERS 4 OR LONGER TO RIDGE BOARD AND ^^,,
. CLEAT USING 1 US - - ,.
NTRACTOR SHALL CO RDINA i AL
I I I I
P HCDP CONNECTOR NAILED 8 8d ALL OTHERS TOE NAIL
FOUNDATION NOTES
G6 GENERAL CO O TE ARCH TECTUR
- WITH 10d. 5 ALL CONVENT FRA ING LUMBER SHALL BE SPF STUD
STRUCTURAL, ELECTRICAL, AND MECHANICAL WORK FOR
- O ZONAL M W
GRADE OR BETTE
HORED EMBEDDED AND SUPPORTED ITS
. R. ,
.L . I I II.L . I. .L�.
DESIGN CRITERIA
- ANC MS, V ;
.
..I I . LI�I. .LIL L .
2 1 OR 2 Z 0 1 OR
WHICH AFFECT STRUCTURAL INTEGRITY. NOTIFY ENGINEER OF h X 0.13 , / X . 31,
3„ X ING 3" X 0.120 RING
NY DISCREPANCIES IMMEDIATELY PRIOR TO A Y
0.120 R
A N
ND „
FOU ATION DESIGN f N L n,
S BASED UPO AN ASSUMED A LOWABLE'SOIL � �.
CONTINUATION OF WORK.
SHANK NAILS 4 ON SHANK NAILS
CONTACT PRESSURE OF 2000 PSF WITH A MINIMUM MODIFIED .
CENTER ON EDGES 4 ON CENTER ON M
0
da..l
PROCTOR DENSITY OF 95 /o PER ASTM D1557. AND IN FIELD OF EDGES AND IN
G7 ANCHOR POSITIONS ARE t 1/2"
. GABLE END FIELD ^
M ■
SOIL PREPARATION FOR AREAS UNDER BUILDINGSLAB � , � �'
SUBTERRANEAN TERMITE PROTECTION SHALL BE APPLIED PER LOCAL G9 ONLY SHINGLES AND FASTENERS FROM THE BUILDING
.�
JURISDICTION AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED DEPARTMENTS LATEST APPROVED ROOF COVERING � I
I I.
r. .I I .LI II.L I I
TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL MANUFACTURERS LIST IF APPLICABLE SHALL BE USED. m
II
COMPANY. WHERE PERMITTED PER LOCAL JURISDICTION, TESTING DATA FOR FASTENERS SHALL BE PROVIDED UPON n
COLLAR TIE AS Li.
-I I I. I.�1I I . IIII II 1. .I II LI1. L IaI�. I L .I.I. I.. II . LL L I ILII IIII I I 11 I . r- .
SUBTERRANEAN TERMITE POST TREATMENT MAY BE BORACARE EQUEST MIN. 6 PER TAB -�� REQUIRED, SEE
I.
APPLIED TO GROUND FLOOR WOOD SURFACES IN -LIEU OF SOIL - �� GENERAL VALLEY
.
I � I I I
TREATMENT. _ - _ NOTES).
G10 ROOF SHEATHING IS A DIAPHRAGM 5/8 CDX SHEATHING (1)HCDPATEND � TRUSSES
.
4-PLY USE 8D RING SHANK NAILS 4 O.C. ALL WAYS &NAIL EAVE OF EACH ,
( ) BELOW SIMPSON MTS12
„
MATERIALS (5)10d RING
EDGES 4 O.C. FRAMING FASTENED TO PEAK OF
IiA. IL I I I A0L L. . I LL I I II II I I I .. 1I. I I- . I I
.II.I
SHANK NAILS
L I..L . �. I I I . L I . I II I �I I , I L I LII II I . III I .L.I .
CONCRETE MEMBER. SEE .
( PREVIOUS TRUSS.
- _ EACH END.
CONCRETE FOR SLABS, CURBS, AND FOUNDATIONS SHALL
VALLEY NOTE #4. .
LII . I .. ..L.L �II . L . II I L.I I ILL I I .
.I II I I
.I. ..� I.LLI. . II.L IILI I I. I
2-2x4 CLEAT UNDER VALLEY FRAMING ANCHOR TO EACH ' , HAVE A MINIMUM F C OF 3000 PSI AT 28-DAYS _ ( )
)EL REINFORCEMENT IS GRADE N .
G11 ALL STE R 60 U.N.O. O PLAN
TRUSS BELOW WITH 4 10d NAILS FOR VALLEY RAFTERS
19/32 CDX PLYWOOD
O
. UNDER 6 AND LESS. OVER 6 USE USP HCDP CLIPS, IF CLEAT
G12 ALL CONNECTORS SHALL BE NAILED PER MANUFACTURES IS OVER SHEATHING AND VALLEY RAFTER IS OVER 6' USE 1
CONCRETE MASONRY ( )
UNITS (CMU)
SPECS 3/8" x 4" LAG SCREW WITH 1" WASHER PER CLEAT, OR CUT
CMU AT OR BELOW GRADE SHALL CONFORM TO ASTM C90 "SLOT AND BEND 12 STRAP FROM ANY MANUFACTURER
I IL . , I I I. II III L III . II II I1. L I I L 1 I I . I I . I .L II
( )
WITH A MINIMUM F M.OF 1500 PSI AND SHALLUSE TYPE M .
AROUND TRUSS BELOW,FILL ALL HOLES WITH 8d NAILS MIN.
1 LL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WIT
II . I II--L -., �
( ),
OR S MORTAR. FILL ALL CELLS AT OR BELOW GRADE WITH 3000 G 3 A T H SPACED 3 TRUSSES MAXIMUM.
O
PS REINFORCED DOWN POURS AT EACH END ARE SHEAR WALLS. . . I
IL
iGROUT
TYPICAL NAILING SCHEDULE. I I . .I L I I � L . I I I . I I . I � I I . I L I I � I L VALLEY FRAMING DETAIL -
E R INFORCING STEEL (REBAR)
). II SCALE: NTS
GENERAL MASONARY NOTES: IF APPLICABLE - NAILSCHED SCALE. NTS
REBAR SHALL BE GRADE 60 (FY 60000 PSI) ( )
CONSTRUCTION SHALL CONFORM L EDITION AND
11
CONSTRUCTION
1 MASONRY CO M TO LATEST
SCALE:
SCALE: 1 /4"=V4.-
(UNLESS OTHERWISE NOTED)
JOB #:
21.0012-PAC
.DRAWN BY:
CDE '
CHECKED BY:
CDE-JM
FOOTINGS
ACI-531-95.
III �.�I I..� . I II II1I. .. I �I .II � I I ..I I I �.�I . � 1.1 1II� �I .I .I . I I1I�. I ,I. .. ���. � I� �-� III .�I I .I I I. I I II II. I II I�. .. .�I I� � . I. I II . . II . II I I I II . . . I� II . I I. I II I . I � II II �.I II . I .�II .I I .II 1: .I ..I . I�� 1I I1.I . .11 II I II,I.I �� � . II.I � .. I� .� � . I .I. COVER FOR REBAR AGAINST EARTH SHALL BE 3 . R VID
•iI e0E (�. W�I ��� I.I
. � �
I I III 1.�
II � I I� �
� I I
�I �
�� I I II �
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��I �II. 1I �I �.
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P O i I� t I� 5 . . II �a I I e�� I. . .III I
I-I6�I
MIN. TO DIR
I II I . I I
� .I I I . . .I .� I
I I I . bDDII I II I 0..y1I .I I aI
I gI �
. t4I . ��
6 MIN. TYVEK MOISTURE BARRIER OVERLAPPED ECT
.� II .. 2I I 1� �� .3 �II . �,. II I � 1II I � . I� � I 1I 1 .� .0. 8. I I II I .I I I. . I ��I .�� � � 2. II I.I �I I I c-. � . �. �.I 1 .10cI I I� � �.I .. I. I � � 4I� 0I I aII II . I �I r� . 1, II . i4I. � 0r.� �� t� . I I IhI ItbI .I �.Il. I 0�I II II yI � 0I
I I .� .. � II II I 5.. �. II I I - � III.� I . II. � . I II . .
� � �� I I I � II I � III . � .� II I..I � I1 I I. I 1II II I I � .-.. . I �. . III -II I I I ,AI I I I � Il ���'-�"lIoI II .I� 1". �I
IIII I � ' I,
I .
1� � I. I. �
6. .- I . �'
I I. I� II / I � �� � I
I I � . I �I I -
� . � I � � I � I. 1 .1I 1 �II II I I I I -I I
� I �
,
I
I I
( ) I �I .I� II I I �..I I . I�. I. I 1I. I I I.I I..
2. CONCRETE BLOCKS SHALL CONFORM TO ASTM C90 WITH I I 1I I.I I
b*
+-+ '� •, .
MINIMUM LAPS OF 48 BAR DIAMETERS (30 FOR #5 BARS): OVERLAP MOISTURE AWAY FROM STRUCTURE/FRAMING
I I I �I. . ,.� I II . 1. 1 I . � I �. �
. . . I � � I . r )I � I .
1. � I III �I � � I .,� �..I I �� .. . . .I
. I I I I � I II . 1I I �I .. � �I.I. .
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II I .I�I I I �AI. I� III II I 11 I I�.LII I �1� EI I 1 . IA- I1 I II I SI . I I1. 1 I. �.I. ��I I . I IO. 1. II I 1I�I NII �,.� I III� IE II �.I,I � . I.I I .
. II. II. I � 1 RI .I� IU. .� I .I . 6lII .�lI l,,..I lIII� .II .I � � I 1I. ..I . � 1 I� �II . II.� I �I. .I .I .I 1I, �I. III .. 1 1II .I I. � � � :. �. .
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; -I �- �
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II.I * I. I, *
fm=1500 a. /
p
L .,
SLABS
1 .�
SLABS
A S SHALL BE MINIM M OF 3.1/2 T K OVER CLEAN A U HIC
3. RTA SHALL COMPLY TO ASTM C 270 TYPE MO _
MO R M R S .
COMPACTED FILL AND 6 MIL POLYETHYLENE VAPOR BARRIE
. 0
4. REINFORCE WALLS SHALL CONFORM TO ACI 530 AND AS SHOWN
ITH JOINTS SEALED PER CODE). AT INTERIOR CORNERS OF 1
, „
„
SLABS ADD 2 -#5X36 REBARS DIAGONALLY 12 APART 2
ON PLAN AND SECTIONS USING VERTICAL &HORIZONTAL #5 24 OC
TE CELLS WITH PROPER DOWELS A D C R BARS
WINDOW
_l1
IN GROU D N O NER
F _.-
ROM CORNER OF SLAB AND PLACED WITHIN UPPER THIRD OF
R I � UNIT
O
NF RMING TO ASTM A-615: Ca.
COTHE THE SLAB THICKNESS. i I 1_ �
N
WN ON SHEET A1.1 CONCRETE E FILLED
I � _
5. WHERE SHO BLOCK TO B
EY Q ,.,
3/4 FLANGE B OND
_ � _ OVERLAP TRUSS BRACING
EMBEDDED ITEMS , _ _ _ � PRE ENGINEER
SOLID WITH GROUT fc 3000 psi MINIMUM. 1 CJ
i FRAME WALL „
WHERE SHOWN OR INDICATED ON THE FOUNDATION PLAN; : I WOOD TRUSSES
6 OVERLAP .
of
„ „ i ,5
PROVIDE A #5 DOWEL EMBEDDED A MINIMUM OF 12 INTO 6 WINDOW TOLERANCE A MAXIMUM OF 1/4 TOLERANCE ON EACH I
i I -
� SPACE
ENING PERM NUFA
I
SIDE OF ROUGH OP A CTURER S SPECS: THE FOUNDATION WITH A STANDARD HOOK .DOWEL SHALL I � / Q<;= •
i. i I O
EXTEND AMINIMUM OF 30 ABOVE THE SLABOR CURB). ,T I,(0) NyWHERE DOWEL HAS BEEN INADVERTENTLY OMITTED OR "• •I 1 i Qi H - ,:
MIS -LOCATED D i DOWEL ROD REPAIR NOTES. T
1I.�. I 'I. II I �,�
I I,,
1...I���1I ..
..1 I.II
RILL A MIN MUM 6 INTO CONCRETE BELOW , M 4� � ,-,q ,, �II
.� ..I. . .�.� I�..�I. I�I ..: 1
SLAB 3 FROM EDGE t 5/8 AND 4 FROM ENDS OF CAP � ,,
I� . 1... I �I
1 I I�. I ;. .��:I .�II
,..III1 -:� I
:�1I.I . I.II I III
.1I I
I ,
II
III I
I -
v
.T
WALLS ,REMOVE DUST, AND USE A TWO PART EPDXY TO IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN ,
y
I
b
T DRILL 5 INTO CONCRETE NO 3/4 FROM �I
EMBED DOWEL INTO FOUNDATION SYSTEM. USE SIMPSON POUR LOCA IONS, ( CLOSER THAN 3 s.( "
1 1
NOT
E:"
„ I
JAMB CASING/T IM
D OF AP WALLS RE
• • R .,
EPDXY TIE OR EQUAL EPDXY ADHESIVE DESIGNED FOR EDGES AND 5 FROM EN S C MOVE DUST PER MFG. S '``.
1. CAULKING SEALANT ADHESIVE OR GASKET
EMBEDMENT INTO N ETE. INSTRUCTIONS AND USE 2 PART EPDXY TO ANCHOR #5 REBAR IN PLACE. EA WALL JOINTS To CQ CR S LS WINDOW FRAMING AND
F R r •� o MAIReARRIER. MINIMUM 2 12d PER JOINT
USE EITHER HILTI C-100 OR SIMPSON EPDXY -TIE. O ,
2. THESE PRINCIPLES ARE ALSO APPLICABLE TO , A
�. . � I �II I �II .I II RI� 1I I II � I . II1I -I I� IIII ,I .� I� �� II I� � . I� I . III II
W „ IMUM 2"x4" TR B HERE REQUIRED, 1/2 X 10 LONG TITEN HD MAY BE DOOR WEATHERPROOFING. MIN USS RACIN
i, . I . 3. VERIFY SIZE & SPACING ON PRODUCT I .. I - � - I -
II I . � �. .I I I I I .
I II I I II I . I II I I . �I I III I I I
USED TO REPLACE 1/2 (d J-BOLTS. SUCH BOLTS EXTERIOR FINISH
APPROVALS BEFORE IN TALL.
.',, u _ S
. SHALL BE LOCATED NO CLOSER THAN 5 TO EDGES AND 6 1. A WATER RESISTANT BARRIER IN COMPLIANCE WITH ASTM D226 SHALL OWL ,ATT E
I .� �� I . � . . I I . I I I. I - I II II � . I .I I I I � . � I II I � � -I . I . I� ..�. I� f I
LAN -STUDS DS OR SHEATHING P N OF eoM Y
FROM CORNERS AND ENDS: BE APPLIED OVER U RIOR TO APPLICATIO i,
. URAL TION
CEMENT PLASTER FINISH AND HAVE PERFORMANCE EQUAL TO AT d
. I I . � . � � II � . .. . I �.II . � I . I I
THE 7th IbRFOR WINIlA
LEAST TWO LAYERS OF GRADE D PAPER. -- v . I LOA SAS AMENDS A
PORC PERMt
2. INSTALLATION OF EXTERIOR LATHING & FRAMING OVER FRAME WALLS 69�
. .
. JURISDICTION
SHALL COMPLY WITH ASTM C1063
G1 <Z/
WINDOW FLASHING
TRUSS BRACING OVERLAP DETAIL TYP. s
). A-
3. EXTERIOR PLASTER SHALL COMPLY WITH ASTM C926. OVER MASONRY X�
F G
ONSTRUCTION SCRATCH COAT SHALL BE APPROXIMATELY 3/8 THICK SCALE: NTS RED P, I
C N.T.S.
AND THE FINAL COAT APPROXIMATELY 1/4 THICK. OVER SHEATHED Rn'
ARCHITECT; Iha
WOOD FROM CONSTRUCTION, A 3-COAT SYSTEM SHALL BE EMPLOYED - . 1
. 900 E. OSEOLA ST. .•
RESULTING IN A TOTAL THICKNESS OF 7/8 . STUART, FL.
772.287.6735
.
LIC NO.9639
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SHEE
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