HomeMy WebLinkAboutBuilding Plans� 1 FORT PIERCE, FL
PROPOSED RENOVATION FOR:
5305 DEER RUN
RT PIERCE., FL
-5 Fi 0 L I FDAY P I N ES S/D PHASE III 'L"T 5 l
BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL DATA
OPENING
SCHEDULE: EXTERIOR SWING DOORS, OVERHEAD DOORS, SLIDING GLASS DOORS, FIXED
GLASS, AND WINDOWS
PRODUCT DESCRIPTION
MODEL
MANUFACTURER
GLASS
ATTACHMENT METHOD
PRODUCT DESIGN
BUILDING DESIGN
PRODUCT
NUMBER
DESCRIPTION
TYPE, SIZE, SPACING & EMBEDMENT
PRESSURES (PSF)
PRESSURES (PSF)
APPROVAL NO.
SINGLE DOOR
GLAZED
FIBERGLASS
PLASIPRO
IMPACT
Y40 X 1-Y4" MIN. EMBED. TAPCONS SPA. 0 140 D.C. MAX.
+/-50.0
SEE ELEVATIONS
FL# 17184.9
DOUBLE HUNG
DH-5460
POT INDUSTRIES,
NON -IMPACT
glao X 1-Y4" MIN. EMBED. TAPCONS SPA. 0 13" D.C. MAX.
+50.0
SEE ELEVATIONS
NOA# 20-0401.05
WINDOW
I
INC.
-100.0
AMERICAN SHUTTER
SHUTTERS
1
H
I
MS
N/A
W X l-)V MIN. EMBED. TAPCONS PER NOA
64-.0
+ 72.0
SEE ELEVATIONS
FL# 389.2
ASSOCIAT ON, INC.
1. ALL GLAZED EXTERIOR OPENINGS
SHALL BE IMPACT OR PROVIDED WITH SHUTTERS.
2. WINDOW AND DOOR FENESTRA-nDN
SHALL BE IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED.
I HAVE REVIEWED THE ABOVE PRODUCT
I
APPROVAL INFORMATION AND APPROVE IT.
NAME: BRIAN MASKOL, P.E. CERTIFICATE
NUMBER: 66080
If
zilTl4UM`" IRA:;�
A No
1. DESIGN LOADS IN ACCORDANCE WITH ASCE 7-1,4.
2. SOIL BEARING CAPACITY. 2500 PSF (MIN.).
3. ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A
MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
4. SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28
DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS.
5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS,
FOOTINGS. 3" BEAMS: 1 M" SUSPENDED SLABS: 1 34"
6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60
STEEL MINIMUM IN BEAMS AND COLUMNS.
7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS
NOT PERMITTED.
9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE
MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES.
10. LINTELS SHALL HAVE A MINIMUM 4" BEARING.
11. PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM.
12. STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO OVER
WIRELATH W/ 11GA, 2" NAILS W1 3/8" 0 HEAD 0 6" D.C. OVER 3/8- METAL RIB LATH 0 611 D.C.
W1 (2 LAYERSOF 15# FELT OVER EACH FRAMING MEMBER).
13. EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0
HEAD 0 6- D.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32- CDX
PLYWOOD WITH 10D NAILS TO STUDS a 6" O.C. PERIMETER AND FIELD.
14. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER
OF PLIES OF THE BEARING MEMBER MEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS
NOTED.
ll
WALL FI N ISHII N S U LATh0',,lN NO.- TES
1. INTERIOR TO BE %- IORYWALL FINISH.
2. ALL INTERIOR GYPSLM BOARD TO BE MIN. %" THICK WITH (13 GAGE, 1 3/8" LONG,
19/641, HEAD; 0.098- DIAMETER, 1 IA- LONG, ANNULAR -RINGED; 5D COOLER NAIL,
0.086" DIAMETER, ' 5/81' LONG, 15/64" HEAD; OR GYPSUM BOARD NAIL, 0.086"
DIAMETER, 1 5/8" LDNG, 9/32- HEAD) SPACED AT 711 O.C. FOR NAILS AND 12- D.C.
FOR SCREWS.
3. WALLS AT SHOWER '0 BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT
GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278
AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS
BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER
AREAS. (PER FRC 702.4.1 & FRC 702.4.2).
1
4. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT
GREATER THAN 450.
5. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT
GREATER THAN 200.
6. ALL EXPOSED INSULATION I MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A
CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER.
EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE
ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC3116.
7. PER FRO 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM
TO ASTM C 36, C 7), C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177,
C 1178, C 1278, C - 395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN
ACCORDANCE WITH 'HE PROVISIONS OF FRO, AND ADHESIVES FOR THE INSTALLA11ON
OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557.
B. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR
PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING
ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME
SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX
NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE NTH ASTM E 04 OR UL 723.
1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017
EDITION.
2. A MINIMUM OF 75X OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES
SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 75X OF THE PERMANENTLY
INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. (LOW
VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH -EFFICACY LAMPS).
3. RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN
CONDITIONED AND UNCONDITIONED SPACES.
4. SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT.
5. SMOKE DETECTORS TO BE LOCATED AS SHOWN.
6. SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR
ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE.
7. PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING:
FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIE& DENS,
BEDROOMS, SUNROOMS, RECREATION ROOMS. CLOSETS, HALLWAYS, OR SIMILAR
ROOMS PER FED AND NEC REQUIREMENTS.
8. PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT,
SINGLE-PHASE 15 AND 20 AMP CIRCUITS SERVING: BATHROOMS, GARAGES,
KITCHENS, ACCESSORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY
SINK.
9. CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS.
10. EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT.
11. PROVIDE TAMPER RESISTANT RECEPTACLES PER NEC REQUIREMENTS.
G E N E RA L K:
1. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ETC.
2. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY
THE ENGINEER AS CONSTRUCTION PROGRESSES.
3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED
DIMENSIONS
4. ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2020,
FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE.
FBC 2000 ENERGY CONSERVATION,'AND THE NEC (NFPA 70E) 2017 EDITION.
5. RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY
TERMITE! INFESTATION AREA PER FRC 301.
6. ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2020
FOR EXISTING BUILDINGS.
_)OWEL RUD REPAIR NOTES
IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS,
DRILL 6" INTO CONCRETE (NO CLOSER THAN 33'4' FROM EDGES AND 5' FROM ENDS OF
CAP WALLS), REMOVE DUST PER MFG'S INSTRUCTIONS AND USE TWO PART EPDXY TO
ANCHOR #51REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EPDXY -TIE.
..............
IT IS THE INTENT OF THESE DRAWINGS TO SHOW GENERAL REQUIREMENTS RELATED TO THE
CONSTRUCTION OF THIS PROJECT. IT IS NOT THE INTENT TO SHOW EACH AND EVERY PIECE
OF MATERIAL OR EVERY METHOD REQUIRED FOR SOUND CONSTRUCTION. THE CONTRACTOR
SHALL CHECK AND VERIFY ALL DIMENSIONS BEFORE STARTING PROJECT. JOAN JAFFE ULC IS
NOT RESPONSIBLE FOR ANY ERRORS OR MISTAKES ONCE CONSTRUCTION HAS BEGAN. IN
CASE OF QUESTIONS, PLEASE CONSULT JOAN JAFFE LLC AND SUMMIT DESIGN & FORENSICS,
INC.
C(Da�
RECEIVED
MAY 2 0 2021
Permitting Department
St. Lucie County
ZV5 _1� " G &9
REVIEWED FOR
CODE COMPLIANCE
ST_ LUCIE COUNTY
BOCC
VL
FILE COPY
LEGEND
EXISTING EXTERIOR WALL TO REMAIN
EXISTING BUILDING DIMENSION LINE
i
REVIEWED F
CODE COPAPLiANCS
ST. LUCIE COUNT
BOCC
SCALE: 1/4" =1'-0"
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DRAFTING SERVICES
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SCALE: AS NOTED
JOB No: 521-0329
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#3 DOWEL x l'-O" LONG
SPA. ® l'-4" O.C. EPDXIED
6" INTO EXISTING (TYP. AT
NEW TO EXISTING)
CONCRETE 1NFILL OVER -/
EXISTINGSLAB SUCH
THAT IT MATCHES
EXISTING
AREA TABULA ON
NEW DEN REMODEL 269 SQ. FT.
TOTAL: 269 SQ. FT.
1. ALL DOWELS AND VERTICAL BARS ARE #5
2. #5 DOWELS 44°`
loll
3. ATTACH DOWELS TO FOOTING STEEL
4. VERTICAL BARS TO EXTEND TO TOP STEEL AND
HAVE HOOKS EQUAL TO DOWEL HOOKS
5. FILL CELLS AT VERTICAL DOWELS
6. GROUT TO BE 3000 PSI AND REBAR TO BE
GRADE 60
7,
NEW D L HUNG
72" x 60°° INDOW
8F8-16 LINTEL
NEW CMU EXISTING
EXTERIOR WALL CMU
COLUMN TO REMAIN
8F8-lB LINTEL
NEW DEN
NEW CMUIC
EXTERIOR WALL
EXISTING 12'-0" x 8'-0"
SLIDING GLASS DOOR
TO REMAIN
---- ---------------
NEW
)80' SC o
EXISTING
01 COVERED PATIO
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i4a0 STORAGE
EXISTING
HOUSE
• 3`u,'. t
'i'-LOOR
PLAN
SCALE:
1/4" = 1•-0„
LEC7IENb
EXISTING EXTERIOR WALL TO REMAIN
NEW MASONRY _EX1 *T,8R' WALL
id DIM- NEW ADDITIO'DIMENSION LINE
ICI
EXTERIOR OPENING DESIGN PRESSURE CHART 160, MPH EXP:B
MARK
AREA
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O
ZONE 4
ZONE 5
POSITIVE (PSF)
NEGATIVE (PSF)
POSITIVE (PSF)
NEGATIVE (PSF)
1
10.0
+22.7
-24.6
+22.7
-30.3
2
15.0
+22.1
-23.8
+22.1
-29.1
3
20.0
+21.6
-23.0
+2tI5
-27.9
4
25.0
+21.4
-22.9
+21.4
-27.5
5
30.0
+21.2
-22.8
+21.2
-27.1
6
35.0
+21.0
-22.6
+21.0
-26.7
7
40.0
+20.7
-22.5
+20.7
-26.2
8
45.0
+20.5
-22.3
+20.5
-25.8
9
50.0
+20.3
-22.1
+20.3
-25.4
10
110
+19.3
-20.5
+19.3
-23.0
* MEASURED AS 4'-0" FROM BUILDING CORNER
SMOKE DETECTORS WIRED TO 120V BATHROOM LIGHTS NON SWITCHABLE,
NON GFI,
ELECTRICAL CONTRACTOR TO VERIFY ALL EQUIPMENT LOADS PRIOR TO
START OF CONSTRUCTION. ELECTRICAL CONTRACTOR TO RECALCULATE
ELECTRICAL SCHEDULE IF LOADS ARE TO BE MODIFIED.
ELECTRIC ALC"
PER NEC
2,529 sq. ft. x 3VA (GENERAL LIGHTING)
7,770 VA
269 ADDED LIVING S.F. AT 3 VA
807
(2) TWO 20 AMP APPLIANCE CKTS.
3,000
LAUNDRY
1,500
DRYER
5,000
DW
1,200
RANGE
12,000
DISPOSAL
800
MICROWAVE
1,200
GARAGE DOOR OPENER
900
REF. CIRCUIT
1,200
WATER HEATER
4,500
50A RV OUTLET
12,000
POOL PUMP
3,500
TOTAL 55,377 VA
FIRST 10 KW 0100%
10,000
REMAINDER 040%
18,150 VA
TOTAL 28.150 VA
A/C HEAT 0 100%
19;300 VA
TOTAL 47,451 VA
TOTAL/240V
198 AMP.
USE 200 AMP SERVICE PANEL
ELECTRICAL LEGEND: (NEW DEVICES)
EXISTING
HOUSE
SCALE: 1/4" = 1'-0"
SYMBOL DESCRIPTION
NEW SINGLE, POLE TOGGLE SWITCH (15A, 125V)
.SET C5 45' ALL + (TYPICAL)
�N NEW .GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE
OUTLET. WALL. MOUNTED (� 42" AFF TYPICAL (UNO)
0%N
NEW CEILING MOUNT LIGHT FIXTURE.
N NEW TV JACK REVIEWED FOR
CODE COMPLIANCE,
T . j��. 1E COUNTY
CCC
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IJ u L L III I L L` L II I �I I �I `I EXISTING ASPHALT SHINGLE ROOFING
OVER PLYWOOD SHEATHING ON
PRE -FABRICATED WOOD TRUSSES
R-11-ILLIL U.
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BRG.
-- -- - - - - - - -----7
EXISTING B" CMU WALL
CONSTRUCTION NTH
CEMENT STUCCO COATING
NEW DOOR-\
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NEW CMU WALL
CONSTRUCTION WITH
CEMENT STUCCO
COATING
-P EAR ELEVATION
- SCALE: 1/4" =1'-0"
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ORAFIrWO SERVICES
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PHONE: (772) 237-7942
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STATE OF ,
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SCALE. 1/4" =1'-01,
JOB No: 521-0329
A2
m
R-30 FIBERGLASS BATT
EPDXY 7" INTO EXISTING BEAM
EX. ROOF TRUSS
INSULATION W/ KRAFT PAPER
2X4 SPA.®
[NEW
2'-0" O.C.
�
_ Pao
BEARING HEIGHT
EL. VARIES
1 Yz" THICK CEILING RATED GYPSUM
,.
SIMPSON LUS24
WALLBOARD SHEATHING (OTHERWISE
SIMPSON HGAM10KTA
(TYP•)
NON -RATED %" THICK GYPSUM WALL
w/(4)-SDS Ya'x1—Y2"
BOARD IS RUIRED E Q )
SIDS TO BLOCKING &
.EXISTING BEAM
(4)-Y4'X2Y4, TITEN 2
NEW 2 COURSE
BOND -BEAM WITH
Yz" GYPSUM WALLBOARD SHEATHING OVER
#5 EACH COURSE
1"x2" (NOMINAL) P.T. FURRING STRIPS 0 24" O.C.
zi
(MAX.) AND R4.2 (MIN.) RIGID INSULATION NTH
REFLECTIVE VAPOR BARRIER
—#5 SPAC. O 4'-0" O.C.
#5 SPA. ® 4'-O"° O.C.
0
o
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4�
8" � PRECAST LINTEL wj(1)-#5 BAR IN (3000 PSI) w
w
CONCRETE FILLED CELL AT ALL OPENINGS (SEE LINTEL w ,
NEW 8" MASONRY
Li
NEW 8" MASONRY
SCHEDULE FOR MORE INFORMATION) o z
GROUT SOLID AT REINFORCING
o z
GROUT SOLID AT REINFORCING
o in
#5 VERT. REBAR AND #5 DOWEL BARS
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WITH STD. 10" LONG HOOK (MIN.)
`'
WITH STD. 10" LONG HOOK (MIN.)
GROUTED SOLID. SET DOWELS AS
GROUTED SOLID. SET DOWELS AS
WOOD BASE BOARD
INDICATED ON PLAN
WOOD BASE BOARD
INDICATED ON PLAN
MIN. LAP SPLICE (TYPICAL)
MIN. LAP SPLICE (TYPICAL)
NEW CONCRETE INFILL
�30"
&I Y/a x B" WIDE BLOCK RECESS
NEW CONCRETE INFILL
�30"
4K"x 8" WIDE BLOCK RECESS
IN
MATCH TOP OF
FINISHEDFLOOR SLAB eL
FINISHED FLOOR SLAB
EXISTING SLAB R
a
r r
EXISTING SLAB
EXISTING SLAB
/
/
12 MIN. EMBEDMENT
' \ ; \ \ \\/\// �/
12 MIN. EMBEDMENT
EXISTING CONCRETE SLAB. REMOVE 3' MIN.
�j� BELOW EXISTING GRADE
EXISTING CONCRETE SLAB. 3" MIN.
/� ///�i
BELOW EXISTING GRADE
AS REQUIRED FOR NEW FOOTING. CLEAR COVER
1 -4' (2) #5 CONTINUOUS REBAR
REMOVE AS REQUIRED FOR CLEAR COVER
6_
1
(2) #5 CONTINUOUS REBAR
(TYP.).
NEW FOOTING. (TYP.).
-4
(MIN.)
(MIN.)
TYPICAL EXTERIOR
n T ION
2 TypiCAL COLUMN TI N
si
SCALE: 112" = 1'-O"
EXISTING MASONRY
WALL NEW WALL CONSTRUCTION
INSULATION PER
ENERGY CODE
RAT RUN 1x4 (MIN.)
6.
LAID FLAT @8'-0" O.C.
EMBED. LAP SPLICE LENGTH
FILE COPS
(1) #5 x 30" LONG (MIN.) DOWEL BAR
MIN.
lf} GAP (U.O.N;)
SET IN CENTER OF BEAM WITH 6" DEEP
XX"-X"
(MIN.) EPDXY EMBEDMENT INTO EXISTING
CONCRETE TIE -BEAM
8" CMU KNOCKOUT/BOND BEAM BLOCK
NEW FOUNDATION & BLOCK WALL
GROUTED SOLID WITH, (1) #5 REBAR
SIMPSON STRONG -TIE ROOF
Yz" THICK CEILING RATED GYPSUM
(1) #5 DOWEL BAR x 30" LONG WITH
6 DEEP (MIN.) EPDXY EMBEDMENT INTO
CONSTRUCTION DIMENSION
CONTINUOUS
TRUSS CLIP TYPE STC (1 CLIP
WALLBOARD SHEATHING (OTHERWISE
EXISTING POURED CONC. TIE BEAM 6"
2'-0"
TOP OF EXISTING F)OUSE WALL
® 2x4S, 2 CLIPS O 2x6S, 3
NON -RATED %- THICK GYPSUM WALL
a a e 4
a e
CLIPS ® 2X8S) (NOTE: EQUAL
BOARD iS REQUIRED)
LAP SPLICE,
a
ANCHORS MAY BE SUBSTITUTED ) •
2x4 CONT. TOP PLATE
(MIN.)
I
� a a a
OR LIGHT GAUGE METAL
I
Y a
FIRE BLOCKING
T-TRACK
EXISTING POURED
o
° cu a
d
(SEE NOTE #1)
WOOD LIGHT GAUGE METAL C-STUD
. . '
:
CONCRETE TIE BEAM
a
e
2x4S O 16" O.C. FOR H=10' TO 14' 3 1/2" O 24" O.C. FOR H=8'
TO 1O'
(ASSUMED 10" MIN. DEEP)
2x4S O 24" O.C. FOR H=8' TO 10' 3 1/2" 0 16" O.C. FOR H=10
TO 14°
ATTACH P.T. WOOD STUD
2x6S O 24" O.C. FOR H=10' TO 14'
TOP COURSE 8" CMU KNOCKOUT/BOND BEAM
EXISTING 8" CMU HOUSE WALL -
TO CMU WALL WITH
WOOD STUD TO PLATE
BLOCK GROUTED SOLID NTH (1) #5 REBAR
( CORNER BLOCK ASSUMED FULLY
SEE (NOTE
'.
PRECAST CONCRETE LINTEL OVER WINDOW
Y" X 3" TAPCON AT
2-16d NAILS ® 2x4S
EXISTING B" CMU HOUSE WALL
CONTINUOUS
GROUTED- DETAIL #1) I
g"
OPENING (SEE LINEL SCHEDULE FOR REBAR
24" O.C. VERT.
3-16d NAILS ® 2x6S
REQUIREMENTS)
USE .145" DIA P.A.F.
"°"— J¢" GYPSUM WALLBOARD SHEATING
VERTICAL STEEL CMU WALL REINFORCING WITH
# 3 HOOK DOWEL BARS SET
EMBED
TYP.
016 O.C. TO CONCRETE
P.T. 2X SOLE PLATE OR LIGHT GAUGE
HOOK ENTERING BOND BEAM (SEE FLOOR PLAN
WITW 5" DEEP EPDXY EMBEDMENT
INTO EXIST. MASONRY WALL O
..,
METAL TRACK STUD (SEE NOTE #2)
FOR VERT. REBAR LOCATIONS)
® 16 'D..C. 1p
p ° r
NEW 8" CMU BLOCK WALL WITH #5 VERT.
WOOD BASE BOARD MOLDING
CONCRETE FLOOR SLAB PER PLAN
] :
BARS 0 48" O.0 (AND AS INDICATED ON
4"
a°
FLOOR PLAN) ALL VERTICAL BARS SHALL
BE HOOKED INTO TOP BOND BEAM AND
7
GROUTED SOLID)
°
NOTES:
PLAN VIEW
ELEVATION VIEW
1. PLACE FIRE BLOCKING CONSISTING OF 2x4 SOLID' BLOCKING (OR CODE APPROVED EQUAL) ,BETWEEN
ALL STUDS IN ALL INTERIOR PARTITION WALLS EXCEEDING 10'-0" IN HEIGHT. BLOCKING TO BE DETAIL NOTE:
PLACED IN A CONTINUOUS ROW AT 8'-0- (+/-) ABOVE FINISHED FLOOR SLAB. 1. EXISTING B" CMU HOUSE WALL CORNER BLOCK IS ASSUMED GROUTED SOLID. CONTRACTOR TO
2. INTERIOR PARTITION WALLS CONSTRUCTED WITH LIGHT GAUGE METAL STUD SHALL BE CONSTRUCTED OVER 2X P.T. WOOD PLATE FASTENED AS NOTED IN THIS DETAIL.VERIFY. SHOULD EXISTING BLOCK CELL BE FOUND HOLLOW, GROUTING MUST BE PERFORMED AT
EACH WALL TIE (MIN.), OTHERWISE A DIFFERENT METHOD OF STRUCTURALLY TYING OLD MASONRY
3. ATTACH P.T. 2x4 STUD TO ADJACENT CMU WALLS WITH Y4°x3" TAPCONS AT 24' O.G. VERT. WALL TO NEW MASONRY WALL MUST BE INSTALLED,
TYPICAL INTERIOR TON CONNECTION DETAIL
(NON -BEARING WALL) - SCALE: 112" = V-V si
SCALE: 1"_"-Q"
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ORAFP3NG SERVICES.
IOA IAF L C.
PROW (772) 237-7942
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STUCCO CEMENT FINISH
CMU WATER RESISTANT COATING
(SEE WATERPROOFING NOTE 1)
CORROSION RESISTANT FLASHING —
PER WATERPROOFING NOTE #2
APPLY PERIMETER SEALANT CAULK
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTE #5)
STUCCO CEMENT FINISH
CMU WATER RESISTANT COATING
(SEE WATERPROOFING NOTE #1)
CORROSION RESISTANT FLASHING
PER WATERPROOFING NOTE #2
APPLY PERIMETER SEALANT CAULK
BETWEEN BUCK & WINDOW FRAME
(SEE WATERPROOFING NOTE #5)
i
FILLED CELL AT JAMB BLOCK (TYP)
4kANCHOR
10 P.T. WOOD F'RRING ALL (3) SIDES
CONTINUOUS
WOOD TRIM
P.T. WOOD BUCK WITH SEALANT PER
WATERPROOFING NOTE #4 AND ANCHORED TO
MASONRY PER BUCK ATTACHMENT NOTE.
SEE WATERPROOFING NOTE #6
DOOR JAMB HEADER TO MASONRY IN
STRICT ACCORDANCE WITH MANUFACTURE'S
PRODUCT APPROVAL INSTALLATION REQUIREMENTS.
WATERPROOFING :
1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO
EAL', THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT
COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE
PPLCATION OF THE CMU WATER RESITANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE
OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL
2. I S MU- WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS.
FILLED CELL AT JAMB BLOCK (TYP) LL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING'1/8" BETWEEN BUCK AND MASONRY.
a 3.RIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK
a' ND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE
° NTIRE'END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE
UT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH
10 P.T. WOOD FIRRING ALL (3)_SIDES CONTINUOUS LIQUID APPLIED WATER RESISTIVE COATING /SEALANT.
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4.
ROVIDE PAN FLASHING AT SILL OF WINDOW
LOPED IN A MANNER TO DIRECT WATER TO
AND
THE
DOOR OPENINGS.
SURFACE OF THE
PAN FLASHING SHALL BE SEALED OR
EXTERIOR WATER RESISTIVE BARRIER
SEE WATER PROOFING NOTE #6 FOR
SUBSEQUENT DRAINAGE. INCORPORATE
PAN
FLASHING
AT HEAD AND SILL AS WELL. PAN
FLASHING .
$HALL
BE CORROSION RESISTANT (OPTIONAL
NOT
REQUIRED
IF ITEM
#1-3 INSTALLED).
P.T. WOOD BUCK WITH SEALANT PER 5. PROVIDE
CONTINUOUS 3/8"- BEAD OF SEALANT ON WINDOW
/ DOOR
FRAMES AT ALL PERIMETER
ON FRONT
WATERPROOFING NOTE #4 AND ANCHORED TO AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION
MASONRY PER BUCK ATTACHMENT NOTE.
6. AFTER WINDOW/ DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL)
NOTE: AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE
ANCHOR WINDOW FRAME TO MASONRY IN STRICT PERIMETER.
WINDOW FRAME SHOULD BE COMPLETLY SEATED ACCORDANCE WITH MANUFACTURE'S PRODUCT
ON THE BUCK. IN NO INSTANCE SHALL THE APPROVAL INSTALLATION REQUIREMENTS.
FRAME OVERHANG THE BUCK NOTE:
CONTINUOUS FOAM INTERIOR AIR
AND WATER SEALANT PER
WATERPROOFING NOTE #6
MARBLE SILL
MORTAR OR
GROUT
1z" DRYWALL
RH
:R AND JAMBS P. BUCK DETAIL
WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED
BUCKS.
• FOR WINDOWS, SGD, AND SWING DOORS USE 2X4, 2X6, 2X8, 1X6, 1X8, DOUBLE 1X6, OR DOUBLE 1X81S
-- SCALE: N.T.S.
ACCEPTABLE.
• ALL BUCKS MUST BE PRESSURE TREATED.
• ALL BUCKS MUST COVER ENTIRE DEPTH OF THE DOOR/WINDOW JAMB.
,,--FASTENERS AS REQUIRED BY WINDOW MANUFACTURER
BUCK ATTACHMENT:
� CORROSION RESISTANT FLASHING PER WATERPROOFING
FOR 1 X BUCKS ATTACH TO CMU WALL WITH:
NOTE #2
1 '1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C.
CAULK SEAM AT WINDOW INSTALLATION
I
0
(SEE WATERPROOFING NOTE #5)
3/16" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C.
_CMU WATER RESISTANT COATING
OR
(SEE WATERPROOFING NOTE #1)
1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C.
—SET SILL IN FULL MORTAR BED
• FOR 2 X BUCKS ATTACH TO CMU WALL WITH:
—STUCCO OR DECORATIVE CEMENTITIOUS COATING
21/4" LONG CASE HARDENED COIL, NAILS AT 4" FROM ENDS AND 12"'i O.C.,
OR
3/16" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" D.C.
8" C.M.U.
OR
1/4" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C.
`— 3a" FURRING TO MASONRY WALL
FOR DOUBLE 1 X BUCKS ATTACH FIRST COURS TO CMU WALL WITH:
1 '1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12", O.C.
OR
3/16" X 1. 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C.
OR
PRECAST CONCRETE WIND RESISTANT FLUSH
1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C.
SILL AS MANUFACTURERD BY CAST-CRETE
ATTACH SECOND COURS TO CMU WALL THRU FIRST COURSE WITH:
(OR EQUAL)
2',1/4" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C.
OR
3/16" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C.
OR
:RETE WINDOW ILL DETAIL
1/4" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C.
SCALE: N.T.S.
REVIEWED • r
• !.. COMPLIANCE
Bocc
FILE, CUPS
DRAEMWO S)RRVICRS
IO SAPP' E, — C
PHONE: (772) 2374942
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JOB No: 521-0329
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SCALE: 1/4" = V-0"
REVIEWED FOR
CODE COMPLIANCE
ST. ILUCIE COUNTY
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