HomeMy WebLinkAboutApproved PlansEXIST, BRG. FRAME WALL
REMAIN - ADD ENGIN. BM:
BELOW
NEW 2x4 SILL PLATE
W/ Ibd RING -SHANK NAILS
e 4" O.C, STAGGERED 4
SIMPSON 144 CLIPS AT EA, STUD
NEW MICROLAM BEAM TO BE
TO INSERTED INTO FRAME BRG.
WALL. VERIFY HT, OF BOT, OF
BM, ON THE JOB (VERIFY EXIST.
CONDITIONS)
' (VERIFY ON JOB)
(3) SiMPSON MST30 e BM, TO POST
CONNECTION W/ II-IOd NAILS TO
POST AND 11-I0d NAILS TO BM,
( 2 PLACES )
EXIST, BRG, FRAME
WALL TO BE REMOVED
ADD 6"x6" P.T. POST
BEYOND
F— (KITCHEN)
I
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NEW PD115 HOLDDOWN W/ (3) 3/4" DIA,
THRU BOLTS AT POST AND 1/8" DIA,
r—EXPANSION ANCHOR TO CONC, W/
MIN, 2-1/2" EMBED,
I
EXIST, CONC. FTG.
(FIELD VERIFY)
(1)
F.B.C. 2014 (5TH EDITION) FOR
EXISTING BUiLDING 5
SUMMARY -
THE ALTERATION AREA HAS BEEN
DESIGNED TO: LEVEL 2
• Chapter b of the FBC 2014 Existing Building
• less than 50% Of the aggreregate area
• The lateral -force -resisting system of the existing
structure Is adaquate to withstand any new lateral
loads of the new addition per Section 90313 Of the
2014 FBC Existing Butldings.
• The existing residence has hardwired smoke alarms and
the new addition shall be hardwired and interconnected
to the exist, system where accessible Per R314.3
2014 FBC,
THE ADDITION HAS BEEN DESIGNED TO: CHAPTER S
-Chapter 9 of the FBC 2014 Existing Bulldtng
4 2014 FBC 4 CHAPTER b OF ASCE 1-10
GENERAL ADDITION NOTES:
•THE DETAILS CONTAINED PER THESE PLANS MAY NOT BE
EXACT AND SHALL BE VERIFIED PRIOR TO ANY CONSTRUCTION
BY OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR),
-OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) SHALL NOTIFY
ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING
CONSTRUCTION.
-EXISTING CONDITIONS ON ADDITIONS/RENOVATIONS ARE TO BE
VERIFIED BY OWNER AND/OR CONTRACTOR (SUE -CONTRACTOR)
EXAMPLE: EXISTING EXTERIOR FINISHES, TRIM MATERIALS, ETC,
,OWNER AND/OR CONTRACTOR (SUB -CONTRACTOR) IS RESPONSIBLE
FOR PROVIDING AND VERIFYING DESIGN GUIDELINES AND
RESTRICTIONS PER SUBDIVISION'S ARCHITECTURAL REVIEW BOARD.
•M.A, CORSON 4 A560C. INC. SHALL NOT BE LIABLE FOR ANY LOSS,
DAMAGE OR INCONVENIENCE ARISING FROM INACCURACIES.
BUILDING DATA E DESIGN PRESSURE SCHEDULE
PROJECT/NAME
ADDRESS:
BARETTA RESIDENCE
1538 NW 15UTTONSUSH CIR. 11
ARCHITECT
I M,A, CORSON 4
ASSOCIATES, INC,
ALL PRESSURES CALCULATED WITH THE FOLLOWING:
I.
WIND LOADS BASED ON FLA, BUILDING CODE 2014
8, WALL ZONE (PSF): 4) +50.5 / -54,8
C5TH EDITION) 4 ASCE 1-10, AND 2011 N.E.C.
5) +50.5 / -61,6
2,
BUILDING DESIGNED AS: ENCLOSED OPEN
9, GARAGE DOOR (PSF): N/A
3.
MEAN BUILDING HEIGHT: N/A FT, ROOF PITCH: N/A /12
10. LOADS: FLOOR 60 PSF
INTERNAL PRESSURE COEFICIENT +/- : OAS
ROOF/DEAD 15 PSF ROOF LIVE 30 PSF
4,
WIDTH OF END ZONE: 4'
11, SHEAR WALLS CONSIDERED FOR STRUCTURE?
WIND SPEED: 110 MPH 3 SECOND GUST
YES X NO
5,
BUILDING CLASSIFICATION TABLE 1-I, ASCE 1
12, CONTINUOUS LOAD PATH PROVIDED?
F,B.G. TABLE 1604.5 II
YES X NO
6,
EXPOSURE CATEGORY: D ADJUSTMENT FACTOR: 1.10
13, ARE COMPONENT 4 CLADDING DETAILS PROVIDED?
1,
COMPONENTS 4 CLADDING WIND PRESSURE ON:
YES X NO
ROOF ZONE (PSF): 1) N/A
14, SOIL BEARING CAPACITY: 2500 PSF
2) N/A 3) N/A
PRESUMPTIvE:_BY TEST: X
-ALL ZONES CALCULATED FOR WORST CASE SCENARIO. (10 S.F. EFFECTIVE WIND AREA)
BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS 4 SKYLIGHTS:
PRODUCT
MODEL M
MANUFACTURER
ATTACHMENT METHOD
TYPE, SIZE, SPACING 4 EMBEDMENT
BUILDING DESIGN PRESSURE
BXPIR, DATE
o4PPROVALs
EVALUATION AGENCY
PRODUCT DESIGN
PRESSURE
WINDOWS
(FIG.)
PW-520 VINYL
(IMPACT)
PGT
3/I6" x 2 3/4" TAPCONS EVERY HOLE.
+50,5 / -616
+163 / -16,3
01/08/2019
15-0612.13
MIAMI / DADE
2011 NEC 210.12 (A)
Arc -Fault Ctrcult-Interrupter Protectlon,
Oweiling Unite, All 120-volt, single phase, 15- and 20-ampere
branch circuits supplying outlets Irstalled or devices in dwelling
unit kitchens, famlly rooms, dining rooms, living rooms, parlors,
libraries, derv, sun rooms, recreation rooms, closets, hallways,
laundy areas or similar rooms or areas shall be protected by
any of the means described In the NEC 2011 210,12 (ANI)
through (6)
2011 NEC 406.12
Tamperreslstant receptacles In are required in dwelling unite In
all areas as specified In 2011 NEC 406,12(A) through (C).
All 125-volt, 15- and 20-ampere receptacles,
Florida Building Code Sun Edition (2014) Energy Conservation
C402.4,8 Recessed lighting,
Recessed luminaires Installed In the building thermal envelope
shall be sealed to Ilmit air leakage between conditioned and
unconditioned spaces, All recessed luminaires shall be IC -rated
and labeled as having an air leakage rate of not more than 10
arm (0,944 L/a) when tested In accordance with ASTM E 253 at
a 1,51 psf (15 Pa) pressure dlfferentlal. All recessed luminaires
shall be sealed with a gasket or caulk between the housing and
interior wall or ceiling covering,
ELECTRICAL LEGEND
ELECTRICAL
SYMBOL
Can Light
-
Pendant Light
outlet
outlet 220v
outlet gfi
t117`
switch
switch 3 way
t3
HOLLOW 4 HATCHED =
EXISTING WALL TO REMAIN
SOLID = NEW WALLS
DASHED = EXISTING
WALL TO BE REMOVED
I'W+I' �FYY
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-� ASC K.IQP W/ -� I
I �• •�• D ABV.
.9 o Under Cabinet Lights j ' OVEN
\\, GARB. DISP. , MICRO/
I_ _ !!__ D (SINK 1 ABV,
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\- - a TC� ;
, T I
Sl �'
\ RELOCATE EXIST.
_ _ _ _ \ '
_ _ _ _ _ _ I �• I
I--T - - - - - - - - - _ ELECT. A6 NEEDED
ILL —
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- -
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�T — — — — — — — — — — — — — —
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COVERED
PORCH
I 16'O" CLG,
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STACK II
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IN
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---------------_-�--i-----------y---
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TELTECTRHCAL PLAN 114 �
EXIST WINDOW TO BE REMOVED
AND REPLACED W/ NEW 4'6" x 4'8"
F,G. WINDOW, CUT OUT EXIST, BILK.
WALL 4 BM. ABV, FOR NEW RAISED
WO" T,O.W, HT,
(SEE DETAILS ON SHT, 02)
14' 1040 4' 6"
G7od�—oar
THESE PLANS AND ALL PROPOSED WORK 9%Wat COL�TY BLILDV;G DIVTCION
ARE SUBJECT TO ANY CORRECTIONS ktVIEWED FOR g.OWL \CE
REQUIRED BY FIELD INSPECTORS THAT FYG"VIE'ii' BY
MAY BE NECESSARY IN ORDER TO B.A$'
COMPLY WITH ALL APPLICABLE CODES,
o L&SS \AfRNUTRLTSfBE KEPT ON JOB
GR NU INSPECTION: WILL BE MADE,
EXIST WINDOW TO BE REMOVED
AND REPLACED W/ NEW 4'6" x 4'e"
F.G. WINDOW, CUT OUT EXIST, BLKCONCEALED FASTENERS OR ATUCHMEN
1_/��WALL a BM, ABV, FOR NEW RAISED ARETHERESPONSIBILITY OF'HE
/ 8'O" T,O.W. HT, CONTRACTOR OF RECORD
(SEE DETAILS ON SHT, 02)
4' 6" 4' 61,4
2' 31a" I
ir
r
GOLF
KITCHEN III HOED AB . CART
B \\ 9'0" CLG, '
5' 4" OVEN '
DINING d$L'ShK
W/ TV �
----- ABV,
ROOM3 DW a ; TC lu -----------------
14
SO" CLG. W'U i i _--_ ---
- I
BAR
SINK
P,T, WDf a'
NEW 4" - -POSTS NEW 4" W/D
EWALL W,XIST, WALL As 4 I STACK
END CAP I FIXTURES TO BEp CAP
zM
_ _ - _ - _ _ _ - I _ _ _ - —I REMOVED _ — _ I LAUNDR
L - J _ _
I I I 6°xb°
P.T. Wp,
2' 4" 10" I g' O" POST 10" 2' 4"
In
25' 4" 1
IST, LOAD BRG. WALL
_
U I 9'O" CLG
TO BE REMOVED - "UPSET"
NEW MICROLAM BM. ABV,
TO CARRY EXIST. FRAME WALL
4 ROOF TRUSSES ABV.
21' 8"
LIViNG
ROOM
16'O" CLG,
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COVERED '
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PORCH
9'O" CLG,
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- - --- - --- -'-------------�
990 s vo
IFLUUR PLAN Rao oR
DATE : 05/08/1-1
DRAWN BY: no pJg
CHECKED : MC
REVISIONS
05 VERT. BARS EPDXIED 6"
03 DOWELS a 32" O.C. x TRENCH
WIDTH, DRILL 4 EPDXY 6" INTO
EDGE OF EXIST, SLAB MID -DEPTH•
—AMML— —10
EXIST, CONC, —�
TIE BEAM
12" LONG 05 DOWELS EPDXIED J
fo" INTO EXIST. FILLED CELL OF
CONC. WALL (ASSUMED) ,w 16" O.C,
16" LONG 05 DOWELS EPDXIED
ro" INTO EXIST, FILLED CELL OF —
CONC. WALL (ASSUMED) ,w 16" O.C.
1 05 BAR IN POURED SILL EPDXIED
fo" INTO EXIST. CONC. WALL
/-h NEW SOT, OF WIN L NEW WALL —
• 3' 4" A,F,F,
EXIST, SOT. OF WIN
6 18 A,F.F,
0'0" FIN, FL.
EXIST, (3'0" B.H.
::o
INTO TIE BM• 4 EXIST. SILL
BELOW W/ 24" MIN, OVERLAP
IN FILLED CELL - 3000 PSI CONC,
ATTACH WINDOW TO BUCK
II
THROUGH FIN (SCREWS
PER MANUF, SPECS)
:E
COVER W/ STUCCO 4
CAULK JOINTS
CONT, BEAD OF DAP
EXIST, WALL
PREMIUM POLYURETHANE '
II
ADHESIVE SEALANT OR EQ, i
BEHIND FIN OR FLANGE 4
CONNECTION BETWEEN
WIN, FRAME 4 STUCCO. ;
14
ALUMINUM WINDOW
3/4"sl'O"
EXIST. CONC. TIE -BM.
8'O"NEW WIN, HT.
6' 8" EXIST WIN, HT. _____ \------ -�-------
SECTION OF BEAM
TO REMOVED FOR
NEW WIN, • 8' O" A.F,F.
ZX PT BUCK INSTALLED
�::PER WINDOW DETAIL SPECS,
J.RDE CUTOUT DETAIL
3/4"-I,O"
FOXY DOWEL NOTES
1) USE EPCON "THICK" EPDXY OR APPROVED EQUAL.
ALL DOWELLING TO BE PERFORMED PER
MANUFACTURERS SPECIFICATIONS,
2) FOOTINGS - EPDXY DOWEL ALL NEW FOOTING STEEL 6"
INTO EXISTING FOOTING AND EXTEND 12" INTO NEW.
3) COLUMNS - EPDXY DOWEL 12" LONG 05 BAR, 6" INTO
EXISTING COLUMN AT 24" O.C. VERTICALLY, IF EXISTING
COLUMN IS HOLLOW, FILL WITH CONCRETE AND OMIT
EPDXY, IF FILLING IS NOT POSSIBLE, USE STAINLESS
STEEL SCREEN TUBE FOR KEYING.
4) BEAMS - EPDXY DOWEL ALL NEW BEAM STEEL 6" INTO
EXISTING AND EXTEND 30" INTO NEW,
HEADER 4 GIRDER SCHEDULE SIMPSON ANCHORS
Gravlt RIGHT SIDE ONLY
Hdr Span y Header or Girder Type
OLoad/Ft Top
(1) SIMPSON MOT30 • EACH VERT. STUD W/ II-1008 TO
STUD AND II-10DS TO 6M,
1 25'4" 1100 5-1/4"W, X IS"H. (3-PLY) MICROLLAM BM. Bot
(3) SIMI-SON MST30 STRAPS • EA, POST W/ II-IODS TO
POST AND II-IODS TO BM, PER, STRAF?,
Headers specified above to have two cripples each end, and one full
stud with (2) Simpson LSTA 18 $tape attached per end,
Headers not specified above are to be 2 - 2 x 12 02 Southern yellow pine
or better, minimum 150 fb. Headers to have one cripple each end,
and one full stud with Simpson LSTA 18 stap attached per and. Assembly
masts uplift requirements of 12600 with 14 - 16d na11e per and.
ATTACH WINDOW TO BUCK
THROUGH FIN (SCREWS
PER MANUF, SPECS) ,
COVER W/ STUCCO 4
CAULK JOINTS i
,
,
,
CONT, BEAD OF DAP
PREMIUM POLYURETHANE
ADHESIVE SEALANT OR EQ. ,
BEHIND FIN OR FLANGE 4 '
CONNECTION BETWEEN
WIN, FRAME 4 STUCCO,
ALUMINUM WINDOW
5/8" STUCCO
FINISH - MATCH EXIST,
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12NIN>I:'I.:\III.
FILLED BLOCK CELL OR
POURED CONC, COL. -
SEE PLANS
ALIGN 2x6 P.T. BUCK W/
EDGE OF BLK. WALL 4
FINISH W/ 3/4" P.T. FUR
STRIPS 4 1/2" DRYWALL
2x6 P.T. WOOD BUCK
'ANCHORED TO CONIC, BEAM,
SILL 4 WALLS W/ 1/4"x3 I/4"
TAPCONS (STAGGER) SPACE
• 12" O.C, 4 WITHIN 3" OF CORNERS,
(MIN. 1 1/4" EMBED.)
COMPOSITE OR
POURED CONCRETE
TIE -BEAM - SEE PLANS
um
.lY,11 L11Y..M�..................... I... ........................
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milpff"'M
- •
R40 iffir im 00o I (
11, lo "1161! mgm I I
• PATCH FOR MECHANICAL -
EXISTING THICKNE55 BUT •
ALIGN 2x6 P,T, BUCK W/
EDGE OF BLK. WALL 4
FINISH W/ 314" P,T. rUR
STRIPS 4 1/2" DRYWALL
COAT ENTIRE BLK. OPN'G. W/ VULKEM
350 SEALANT FOR WINDOW FLASHING
PER 2014 F.B.C. (57H ED,) RTO3,8 (1.4) SET
2x6 P.T. WD. BUCKS IN BED OF VULKEM
116 LIQUID FLASHING OR EQ. SEALANT.
ANCHOR BUCKS TO CONC. BM„
SILL 4 WALLS W/ 1/4"x3 1/4" TAPCONS
(STAGGER) SPACE • 12" O.C, 4 W/1 3"
OF CORNERS, (MIN, 1 1/4" EMBED,)
COAT FACE AND RETURNS OF BUCKS
W/ VULKEM 350 SEALANT OR EQ, ATTACH
WINDOW TWRU BUCK W/ 1/4" TAPCONS
AT EVERY HOLE OR PER MANUF, W/
1 1/4" MIN,
PER 2014 F,B,C. (5TH ED.) R103.8 (1,4)
INSTALL PER FMA/AAMA 200-12
WINDOW INSTALLATION SPEC.
WOOD SILL W/ SKIRT TRIM 1
_
VERIFY DESIGN W/ OWNER 1
I
6" MIN. POURED CONIC, BILL 1
W/ 1 05 BAR W/ 8" HOOK 1
EARS INTO FILLED GELLED
WALL BEYOND (TYP. ALL
WINDOWS) I
2QQo1 9®QQ EXIST, ROOF TRUSSES
eo
ROUGH OPE2qWG SC1CJllCdll LLJM (CBS)
WINDOWS:
FOR 2 x 6 BUCK - FOR 510" l//INDOW FIN, ADD 2" ONTO
T/P TO TlP FIN WIDTH ! 1406W, (VERIFY W1 MANUF,(
FOR l x 6 BUCK - ADD I/2" ONTO T/P TO TIP FIN WIDTH
$ HEIGHT,
EXAMPLE: 31" x 5'3" WINDOW SIZE - R.O. SIZE
3'3" x 5'5"
NOTE:
CONTRACTOR AND MASON TO VERIFY WINDOW MANUF,
SPECS (FIN SIZE, WINDOW DIMENSIONS, ETC.) TO
VERIFY R.O, DIMENSIONS.
5 1/4"Ab" MICROLAM BM,
OFFSET TO BE FLUSH W/
EXIST. FRAME WALL
(/{1ft V O" CLG. HT.
VERIFY SOT. OF
BM. ON THE JOB (3) SIMP50N MST30 FLAT STRAPS
FOR POST TO BM. CONNECTION W/
II-IO I NAILS TO POST AND II-10d
NAILS TO BM, PER SIMPSON
(2 PLACES)
EW 6"x6" P.T, WD, POST
CUT OUT EXIST. SLAB TO (KITCHEN)
ADD NEW 30"x30"XI2" CONC, NEW SIMPSON HD15 HOLDDOWN W/
PAD FTG. W/ •5 BARS ® (3) 3/4" DIA. STUD BOLTS THRU POST
6 O.C. E-W, W/ WASHER 4 NUT AND 1/8" DIA,
EXPABSION ANCHOR BOLT TO CONC.
o (MIN, 2-1/2" EMBED.) W/ WASHER 4 NUT.
Iol INSTALL PER MANUF.
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NEW 6'x6" P.T. WD- FVST COL
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IN NEW STUBBED OUT BELOW WALL. -
CBEE DETAIL • LEFt) '^ ,
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w/I
2 9" ZST
IF
NBll 5 I " x 18' Y)
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- -
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MICR M BM - SOT, T CLG, NT. FIELD V
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-- - - ---- - - - - --
19'O' 1 2'4°
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EXIB
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TRUSSE
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ROOF PLAN 114 C==Il9�oo
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DATE 05/08/17
DRAWN BY : me 7J9
CHECKED : MG
REVISIONS
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DATE : 05/08/11
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REVISIONS :
OwNs-wiffil 1 1 � I � � ! ! : � i � � ; q 1� :: ;1��
05yERT, BARS EPDXIED 6"
INTO TIE BM, 4 EXIST, SILL
EXIST. CONIC, —s BELOW W/ 24" MIN, OVERLAP
TIE BEAM IN FILLED CELL - 3000 PSI CONC.
12" LONG 05 DOWELS EPDXIED
6" INTO EXIST. FILLED CELL OF
CONC. WALL (ASSUMED) e 16" O,G.
16" LONG 05 DOWELS EPDXIED
Co" INTO EXIST, FILLED CELL OF —
CONC, WALL (ASSUMED) 10 16" O.C.
1 05 BAR IN POURED SILL EPDXIED
b" INTO EXIST, CONC, WALL
7
%r NEW BOT. OF WIN NEW WALL 11
A 3' 4 A.F,F,
t=
EXIST. BOT, OF WIN
ye l' all A.F,F,
0'0" FIN, FL.
NEW FILLED
�( CELLS
I�I�OCC K WALL "HNC ILIA"° II ETAEL
3/4"=11011
c_o
:1$E�
Deal
EXIST, WALL
EXIST. GONG. TIE -BM.
(1)8'0"NEW WIN. HT.
6' 8" EXIST WIN, HT,
SECTION OF BEAM
TO REMOVED FOR
NEW WIN. ® WO" A.F.F.
2X PT BUCK INSTALLED
1 10 PER WINDOW DETAIL SPECS,
I:3 I MUM1� [I
3/411=11011
EPDX`r DOWEL NOTES
1) USE EPCON "THICK" EPDXY OR APPROVED EQUAL.
ALL DOWELLING TO BE PERFORMED PER
MANUFACTURERS SPECIFICATIONS,
2) FOOTINGS - EPDXY DOWEL ALL NEW FOOTING STEEL loll
INTO EXISTING FOOTING AND EXTEND 12" INTO NEW,
3) COLUMNS - EPDXY DOWEL 12" LONG "5 BAR, call INTO
EXISTING COLUMN AT 24" O.C. VERTICALLY, IF EXISTING
COLUMN IS HOLLOW, FILL WITH CONCRETE AND OMIT
EPDXY, IF FILLING IS NOT POSSIBLE, USE STAINLESS
STEEL SCREEN TUBE FOR KEYING.
4) BEAMS - EPDXY DOWEL ALL NEW BEAM STEEL ca" INTO
EXISTING AND EXTEND 30" INTO NEW.
HEADER 4 GIRDER SCHEDULE
SIMPSON ANCHORS
RIGHT SIDE ONLY
Hdr
Span
GravRy
Header or Girder Type
O
Load/Ft
Top
lU SIMPSON MST30 . EACH VERT. STUD W/ 11-1005 TO
STUD AND II-IODS TO BM.
Bot
1
25'-4"
1100
5-1/4"W, X 18"H, (3-PLY) MICROLLAM IBM,
(3) SIMPSON MST30 STRAPS • EA, POST W/ II-IODS TO
POST AND II-IODS TO BM, PBS. STRAP.
Headers specified above to have two cripples each end, and one full
stud with (2) Simpson LSTA 18 staps attached per and,
Headers not specified above are to be 2 - 2 x 12 e2 Southern yellow pine
or better, minimum i50 fb. Headers to have one cripple each and,
And one full stud with Simpson LSTA 18 stap attached per and. Assembly
meets uplift requirements of 1260e with 14 - 16d nails per end.
ATTACH WINDOW TO BUCK
THROUGH FIN (SCREWS
PER MANUF. SPECS)
COVER W/ STUCCO 4
CAULK JOINTS
CONT, BEAD OF DAP '
PREMIUM POLYURETHANE 1
ADHESIVE SEALANT OR EQ.
BEHIND FIN OR FLANGE t
CONNECTION BETWEEN
WIN. FRAME t STUCCO. ;
ALUMINUM WINDOW ����yy 7I I� pn\
® V V oV A
ATTACH WINDOW TO BUCK
THROUGH FIN (SCREWS
PER MANUF. SPECS) ,
COVER W/ STUCCO t
CAULK JOINTS
1
1
CONT. BEAD OF DAP
PREMIUM POLYURETHANE '
ADHESIVE SEALANT OR EQ. ,
BEHIND FIN OR FLANGE t A'
CONNECTION BETWEEN
WIN, FRAME 4 STUCCO. i
ALUMINUM WINDOW
5/5" STUCCO
FINISH - MATCH EXIST.
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FILLED BLOCK CELL OR
POURED CONC. COL. -
SEE PLANS
ALIGN 2x6 P.T. SUCK W/
EDGE OF BLK. WALL t
FINISH W/ 3/4" P,T, FUR
STRIPS t 1/2" DRYWALL
2x6 P.T. WOOD BUCK
ANCHORED TO CONC, BEAM,
SILL 4 WALLS W/ 1/4"x3 1/4"
TAPCONS (STAGGER) SPACE
6 12" O.C. t WITHIN 3" OF CORNERS.
(MIN. 1 1/4" EMBED.)
COMPOSITE OR
POURED CONCRETE
TIE -BEAM - SEE PLANS
ALIGN 2x6 P.T. SUCK W/
EDGE OF BLK. WALL t
FINISH W/ 3/4" P.T. FUR
STRIPS t 1/2" DRYWALL
COAT ENTIRE BLK. OPN'G. W/ VULKEM
350 SEALANT FOR WINDOW FLASHING
03 DOWELS o 32" O.C. x TRENCH WIDTH,
DRILL t EPDXY lo" INTO EDGE OF EXIST.
SLAB MID -DEPTH, t USE 2500 PSI CONC,
MIN,
03 BAR ' �_ lo MIL. VAPOR BARRIER ON
CENTERED
COMPACTED 4 TREATED FILL.
SLAB ON (GRADE PATCH
3®4VV= 9 ®YV
NOTE: SLAB PATCH FOR MECHANICAL TRE�CHES - MATCH(- MATCH JL
EXISTING THICKNESS BUT NOT LESS THAN 4
14' 101,4"
2' 91,
4' 6" ii' 9Vi" 41611 4' rc411
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RELOCATED
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4"(2500 PSI) ONC. SLAB W/ ��0 1041=4
ON FiifL POLY VAPOR BARK R S�
ON WELL COMVCTED TERMITE IT 7
NEW BAR CLEAN FILL. 1 VJ
NEW 6"xb" P.T. WD. POST SANK � I W
COL. ON HD15 HOLDDOWN
(SEE DETAIL BELOW)
XN rD
am
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LAUNDie U
d
PER 2014 F,B.C, (5TH ED.) R103.8 (L4) SET
2x6 P.T. WD, BUCKS IN BED OF VULKEM
EXIST, FTC, BELOW FOR CUT-OUT IN SLAB FOR
EXIST, LOAD ERG.. WALL NEW 30"x30"xl2"D.
II6 LIQUID FLASHING OR EQ. SEALANT.
•5
ANCHOR BUCKS TO CONO, BM„ I
SILL t WALLS W/ 1/4"x3 I/4" TAPCONS
CONC, PAD W/
25' 4" BARS ® 6' O.G. E.W.
(STAGGER) OpACE o 12" O.C, t W/I 3" I
OF CORNER& (MIN. 1 1/4" EMBED.) 1
MIN. USE v00 PSI CONIC.
1
211 B
VJ
COAT FACE AND RETURNS OF BUCKS
VULKEM
W/ LKEM 350 SEALANT OR EQ, ATTACH
I
1
WINDOW THRU SUCK W/ 1/4" TAPCONS
— I '
AT EVERY HOLE OR PER MANUF. W/ I
1 1/4" MIN, I
I
PER 2014 F,B,C, (5TH ED,) R103,8 (1,4) 1
INSTALL PER FMA/AAMA 200-12
WINDOW INSTALLATION SPEC. 1
1
i 1
I
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U
_ TRIM I
WOOD SILL W1 OWNER I
VERIFY p�AIGN W/
1 1
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'
O
i
6" MIN, POURED CONIC. SILL
1 1 I
W/ 105 BAR W/ 8" NOOK
U
BARS INTO FILLED CELLED
WALL BEYOND (TYP, ALL I
I I
WINDOWS) I
I
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�QQ 9 ®QV EXIST, ROOF TRUSSES
•
WINDOWS:
FOR 2 x 6 BUCK - FOR 51e" !WINDOW FIN, ADD 2" ONTO
TIP TO TIP FIN U)IOTN $ NE/GNL (VERIFY UO/ MANUF.(
FOR / x 6 BUCK - ADD I/2" ONTO T/P TO TlP FIN lDIDTN
t NE/GNT,
EXAMPLE: 3'1" x 5'3" WINDOW SIZE - R,O, SIZE
3.31, x 5'5"
NOTE:
CONTRACTOR AND MASON TO VERIFY WINDOW MANUF.
SPECS (FIN SIZE, WINDOW DIMENSIONS, ETC.) TO
VERIFY R.O. DIMENSION6,
I$9' O" CLG, HT,
lVERIFY SOT, OF
BM, ON THE JOB
CUT OUT EXIST, SLAB TO
ADD NEW 30"x30"x12" CONC,
PAD FTG, W/ "5 BARS o
loll O.C. E.L.I.
5 1/4"xl8" MICROLAM BM,
OFFSET TO BE FLUSH W/
EXIST, FRAME WALL
(3) SIMPSON MST30 FLAT STRAPS
FOR POST TO BM, CONNECTION W/
11-I0d NAILS TO POST AND iI-IOd
NAILS TO BM, PER SIMPSON
(2 PLACES)
-NEW ca"x6" P.T, WD, POST
(KITCHEN)
NEW SIMP50N HDiB HOLDDOWN W/
(3) 3/4" DIA. STUD BOLTS THRU POST
W/ WASHER 4 NUT AND i/5" DIA,
EXPABSION ANCHOR BOLT TO CONIC.
(MIN. 2-1/2" EMBED.) W/ WASHER 4 NUT.
1all INSTALL, PER MANUF,
II
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POST DETAHL
INWAI
KCS] HUN NO I 1 1, 1513 MWISAil M
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1
i
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T. RO F TRUSS 6
I 1
1 1
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NEW 6"x6" P.T. WD. POST COL,
IN NEW STUBBED OUT BELOW WALL. —
(SEE DETAIL ®LEFT) M
W/
ST
2, 9„
NEW 5 1 4" x 18" EEP C PLY)
— —
— —
— — —
—
MICROL AM SIM - BOT. T CLG, HT, FIELD V
■■■■
--
--
--
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2'
10' 2' 4"
,
1
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TRU68E
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DATE 05/08/1-1
DBAWNBY me pJ9
CHECKED MC
REVISIONS