HomeMy WebLinkAboutAPPROVED REVISION, Increase overhead for porchOFFICE USE ONLY: AEC€r"F
DATE FILED: �Q
REVISION FEE C
LOCATION/SITE
ADDRESS: ,
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PERMIT #
• 1M�IIiI1�IlY�
PLANNING & DEVELOPMENT SE CES
BUILDING & CODE REGULATION D SI 1�"-� I
2300 VIRGINIA AVENUEC S ��N
FORT PIERCE, FL 34982• 2
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
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DETAILED DESCRIPTION OF PROJECT L
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME
C4PiefC�°
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She ne o p urG�
ST. LUCIE CO CERT. #:
ADDRESS: ; 6I can or-t yter re
CITY: Forje Pltrca STATE: ZIP:
PHONE (DAYTIME): - 5 y9 7 FAX:
OWNER/BUILDER INFORMATION:
NAME: M wO5 k
CITY: mU q' -% P i er C B STATE: -K,—
PHONE (DAYTIME: 'l ` N1 `9 FAX:
ARCHITECTIENGINEER INFORMATION:
NAME:
CITY: L
PHONE AYTIME):
SLCCC: 9123109
Revised 06130/17
STATE:
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STRUCTURAL -GENERAL NOTES
DESIGN CRITERIA AND LOADS:
1. WIND DESIGN:
WIND SPEED (MPH) V(ADJ)=127 V(ULT)=160
RISK CATEGORY II
EXPOSURE CATEGORY C
ENCLOSURE CLASSIFICATION PARTIALLY ENCLOSED
INTERNAL PRESSURE COEFFICIENT CPI =+/- 0.55
TOPOGRAPHIC FACTOR KZT=1.0
2. DESIGN LIVE LOADS:
a. ROOF LIVE LOAD 20 PSF
3. DESIGN DEAD LOADS:
a. ROOF DEAD LOADS 17 PSF
4. FLOOD LOAD INFORMATION
a. FLOOD ZONE PER FIRM X
5. RAIN LOAD INFORMATION:
a. 100-YR, 1-HR RAINFALL 4.5 IN
6. THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE STRUCTURAL ENGINEER OF
RECORD (SER) OF ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR PLUMBING LOAD
IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON
THE ORIGINAL CONTRACT DOCUMENTS (ARCHITECTURAL/ STRUCTURAL/ MECHANICAL/
ELECTRICAL OR PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD,
SIZE AND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 400 POUNDS.
PROVIDE MARKED -UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEW
EQUIPMENT OR LOADS. SUBMIT PLANS TO THE ENGINEER FOR REVIEW PRIOR TO
INSTALLATION.
GENERAL REQUIREMENTS
1. PLAN AND DETAIL NOTES AND SPECIFIC LOADING DATA PROVIDED ON INDIVIDUAL PLANS
AND DETAIL DRAWINGS SUPPLEMENTS INFORMATION IN THE STRUCTURAL GENERAL
NOTES.
2. THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "FLORIDA
BUILDING CODE (FBC)", SEVENTH EDITION, HEREAFTER REFERRED TO AS THE FBC, AS
ADOPTED AND MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
3. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF
THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC
SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE
ENTIRE STANDARD.
4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE
WORK WITH ARCHITECT, ENGINEER(S) AND OTHER TRADES; FOR CONFIRMING AND
CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION
PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE
AND SECURE MANNER.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE,
CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT
TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE PROCEEDING WITH THE
WORK.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE
STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING,
BRACING, AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE
STRUCTURE IS COMPLETE, DO NOT LOAD STRUCTURES NEW OR EXISTING WITH WEIGHT
THAT WILL ENDANGER THE STRUCTURE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE
FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE
REQUIREMENTS FOR EXECUTING IT PROPERLY.
STRUCTURAL CERTIFICATION
1. I CERTIFY THAT THE PLANS AND SPECIFICATIONS COMPLY WITH THE STRUCTURAL
PORTION OF THE FLORIDA BUILDING CODE SEVENTH EDITION.
2. 1 ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE
ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED IN SECTION 1609 IN THE FBC AND
CHAPTER 3 IN THE FBC-RESIDENTIAL.
WOOD CONSTRUCTION NOTES
1. ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE SPECIFICATIONS AND
CODES INDICATED IN THE DESIGN CRITERIA.
2. SHEATHING SHALL BE IN ACCORDANCE WITH PS-1-95 / ANSI A 199.1. ALL SHEETS BEAR
APPROPRIATE GRADING STAMP OF APA AND SPAN RATING. PROVIDE 1/8" SPACE AT PANEL
EDGES AND END JOINTS UNLESS OTHERWISE NOTED.
3. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC AND TPI NATIONAL
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION.
4. ALL PRESERVATIVE TREATED WOOD REQUIRED TO BE TREATED PER CODE OR DRAWINGS
SHALL BE IDENTIFIED BY THE QUALITY MARK OF AN INSPECTION AGENCY THAT HAS BEEN
APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH THE REQUIREMENTS OF
THE AMERICAN LUMBER STANDRAD COMMITTEE TREATED WOOD PROGRAM, OR
EQUIVALENT.
5. ALL LUMBER SHALL MEET THE STANDARD OF QUALITY AS STATED IN FBC 2303.
6. LUMBER SHALL BE IDENTIFIED IN ACCORDANCE WITH NATIONAL GRADING RULES AND
SHALL BEAR GRADE STAMP OF SPIB, OR OTHER ASSOCIATION RECOGNIZED BY DOC PS 20
OR EQUIVALENT.
7. ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH AISC OR AISI
SPECIFICATIONS.
8. LUMBER 2-INCH OR LESS IN NOMINAL THICKNESS AND SHEATHING SHALL NOT EXCEED
19% MOISTURE CONTENT AT TIME OF INSTALLATION. AND SHALL BE STAMPED "S-DRY",
"K-D", OR "MC15". ALL LUMBER SHALL BE S4S.
9. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY,
CONCRETE OR SOIL SHALL BE PRESSURE TREATED, OR HAVE APPROVED SEPARATING
MATERIAL.
10. ALL LUMBER SIZES NOTED AND SPECIFIED ON PLANS ARE NOMINAL SIZES UNLESS
SPECIFICALLY INDICATED AS NET SIZE.
11. UNLESS NOTED OTHERWISE, THE FOLLOWING MINIMUM LUMBER GRADES SHALL BE USED:
a. STRUCTURAL ROOF AND WALL FRAMING - #2 SYP.
b. ROOF FRAMING MEMBERS ABOVE THE CEILING LINE - #2 SYP
c. WALL SHEATHING SHALL BE 24/16 SPAN RATED STRUCTURAL SHEATHING.
12. ROOF SHEATHING SHALL BE SPAN RATED STRUCTURAL SHEATHING, ATTACHED TO ROOF
FRAMING WITH GALVANIZED NAILS AS SPECIFIED IN ROOF SHEATHING AND ATTACHMENT
SCHEDULE AND FOLLOWING AMERICAN PLYWOOD ASSOCIATIONS RECOMMENDATIONS.
PROVIDE J" SPACING AT PANEL EDGES AND END JOINTS U.N.O.
13. ALL WALL SHEATHING FOR EXTERIOR WALLS SHALL BE SPAN RATED STRUCTURAL
SHEATHING, INSTALLED WITH FACE GRAIN PARALLEL TO SUPPORTTS. CONNECT TO
SUPPORTS WITH GALVANIZED NAILS PER THE DRAWINGS. PROVIDE 2X4 BLOCKING AT ALL
HORIZONTAL JOINTS. PROVIDE g' SPACE AT PANEL EDGES AND END JOINTS U.N.O,
13. FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO WEATHER
SHALL BE HOT DIPPED GALVANIZED,
14. FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS,
ETC.) USED IN CONTACT WITH TREATED WOOD SHALL BE COMPATIBLE WITH THE
TREATMENT METHOD AND AS FOLLOWS:
a. WOOD TREATED WITH DOT SODIUM BORATE (SBX) -MINIMUM G90 ZINC COATING.
b. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) -
MINIMUM G185 INC COATING.
c. FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF THE
PRESERVATIVE WOOD SUPPLIER
d. STAINLESS STEEL CONNECTORS AND FASTENERS MAY BE USED FOR ALL TYPES OF
TREATED WOOD
15. WOOD FASTENING SHALL BE AS SPECIFIED IN THE DRAWINGS. FASTENING NOT
SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE.
16. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR
EACH APPLICATION. FASTENINGS IN CONTACT WITH MOISTURE SHALL BE HOT -DIPPED
GALVANIZED CONFORMING TO ASTM A-158-80.
17, SHEATHING NAILS OR SCREWS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IF
FLUSH WITH THE SURFACE OF THE SHEATHING.
18. STUDS SHALL HAVE FULL BEARING ON A SOLE PLATE OR SILL NOT LESS THAN 2 INCHES IN
THICKNESS HAVING A WIDTH NOT LESS THAN THAT OF THE WALL STUDS.
19. ALL PRESERVATIVE SOLE PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR
MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE EARTH SHALL BE OF NATURALLY
DURABLE OR PRESERVATIVE -TREATED WOOD AND SHALL MEET THE FOLLOWING:
a. ALL ANCHOR BOLTS SHALL HAVE 2"X2"X1/8" PLATE WASHERS UNLESS NOTED
OTHERWISE.
b. BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITHIN 4-INCHES OF EACH
END OR JOINT IN PLATE.
c. PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR INSTALLED IN THE
MIDDLE THIRD OF THE PLATE LENGTH.
d. SLEEVE ANCHORS ARE NOT PERMITTED UNLESS NOTED OTHERWISE.
e. ANCHORS SHALL BE MINIMUM'/2" DIAMETER EMBEDDED 7 INCHES INTO THE
CONCRETE AND SPACED NOT MORE THAN 4 FEET UNLESS NOTED OTHERWISE.
20. WOOD FRAMING MEMBERS INCLUDING SHEATHING RESTING ON AN EXTERIOR
FOUNDATION CLOSER THAN 8 INCHES FROM EXPOSED EARTH SHALL BE APPROVED
NATURALLY DURABLE WOOD OR TREATED WOOD,
21. BUILT UP LUMBER (MULTIPLE MEMBERS) MUST BE FASTENED TOGETHER TO ACT AS ONE
TO RESIST THE APPLIED LOAD. PROVIDE MINIMUM 2 ROWS OF 16D @ 12" O.C.
22, POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND EMBEDDED IN
CONCRETE THAT IS IN DIRECT CONTACT WITH THE EARTH SHALL BE OF NATURALLY
DURABLE WOOD OR PRESERVATIVE -TREATED WOOD.
23. STUDS SHALL BE PLACED WITH THEIR WIDE DIMENSION PERPENDICULAR TO THE WALL.
24. NOT LESS THAN THREE STUDS SHALL BE INSTALLED AT EACH CORNER OF AN EXTERIOR
WALL.
25. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND
SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL
PRE -MANUFACTURED CONNECTORS SHALL HAVE NAILS OR SCREWS INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, DRIVEN FULLY.
26. EVERY ROOF RAFTER, ROOF JOIST OR TRUSS SHALL BE ANCHORED TO THE BEAM OR
WALL ON WHICH THEY BEAR.
ABBREVIATIONS
AB
- ANCHOR BOLT
HORIZ
- HORIZONTAL
AFF
- ABOVE FINISHED FLOOR
IN
- INCH/INCHES
ALT
-ALTERNATE
INT
-INTERIOR
APPROX
-APPROXIMATELY
MAS
-MASONRY
ARCHL
- ARCHITECTURAL
MAX
- MAXIMUM
BOTT
-BOTTOM
MIN
- MINIMUM
BRG
- BEARING
MISC
- MISCELLANEOUS
CCCL
- COASTAL CONST. CONTROL LINE
MPH
- MILES PER HOUR
CFS
- COLD FORMED STEEL
(N)
-NEW
CMU
- CONCRETE MASONRY UNIT
NTS
- NOT TO SCALE
COL
-COLUMN
O.C.
- ON CENTER
CONC
- CONCRETE
PSF
- POUNDS PER SQUARE FOOT
CONT
-CONTINUOUS
PT
- PRESSURETREATED
D&E
- DRILLED AND EPDXIED
REV
- REVISION/REVISED
DBL
- DOUBLE
SPECS
- SPECIFICATIONS
DIA
- DIAMETER
SCHED
-SCHEDULE
DIM
- DIMENSION
SYP.
- SOUTHERN YELLOW PINE
ON
-DOWN
SS
- STAINLESS STEEL
EA
-EACH
T&B
- TOP & BOTTOM
ELEV
- ELEVATION/ELEVATOR
TYP.
- TYPICAL
ENGR
- ENGINEER
LINO
- UNLESS NOTED OTHERWISE
EW
- EACH WAY
VERT
- VERTICAL
EXIST. (E)
- EJWNG
V.I.F.
- VERIFY IN FIELD
EXP
- EXPANSION
W/
-WITH
EXT
- EXTERIOR
W/O
- WITHOUT
FBC
- FLORIDA BUILDING CODE
WRB
-WEATHER RESISTANT BARRIER
FF
- FINISH FLOOR
#5
- STEEL REINFORCING BAR
FND
- FOUNDATION
(REBAR) #5 (5/8")
FT
-FEET/FOOT
FTG
- FOOTING
(E) HOUSE
LOCATION PLAN
SCALE: 1/4a_ 1 _pa - --
SCOPE OF WORK:
1. REMOVE EXISTING ALUMINUM PORCH COVERING STRUCTURE.
2. BUILD NEW PORCH PER PLANS.
- - - AREA OF WORK
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PRODUCT APPROVAL AFFIDAVIT FORM
CATEGORY /SUBCATEGORY
APPROVAL
NUMBER(S)
MANUFACTURER
MODEL NUMBER
BUILDING DESIGN PRESSURES
(+PSF) (-PSF)
PRODUCT DESIGN PRESSURES
(+PSF) (-PSF)
A. EXTERIOR DOORS
1. SWINGING
FL#16708.1
JELD-WEN7-
SMOOTH PRO
PER SCHEDULE
+65 65
B.PANEL WALL
1. SIDING
FL#34867.1
PLY GEM SIDING GROUP
VARIFORM CONTRACTOR'S CHOICE
DOUBLE 4" VINYL SIDING
+42 -52
+70.8 -70.8
C. ROOFING MATERIALS
1. METAL ROOF
FL# 17796.6-R2
ATLANTIC METAL II
OF VERO BEACH, INC.
26 GA. 5V CRIMP ON PLYWOOD
PER SCHEDULE
- 156.5
2. UNDERLAYMENT
FL# 5259-R3
POLYGLASS USA
POLYSTICK TU-MAX
N/A
N/A
NOTE. THE ENGINEER HAS REVIEWED THE ABOVE COMPONENTS OR CLADDING AND HAS APPROVED THEIR USE IN THIS STRUCTURE. THESE PRODUCTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY
CURRENT CODE PROVISIONS.
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SHEET
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NEW EXTERIOR WALL CEILING MOUNTED
® 2x4 P.T. STUDS @ 16" O.C. INCANDESCENT LIGHT FIXTURE
ON TOP OF 6" CONC. CURB
EXISTING EXTERIOR WALL WALL MOUNTED
Y INCANDESCENT LIGHT FIXTURE
LIGHT SWITCH
FOUNDATION PLAN WIRE INDICATION
SCALE: 1/4" = 1'-0"
FOUNDATION SCHEDULE
MARK
W x D x L
REINFORCEMENT
NOTES
F-1
12" X 14" X CONT.
(1) #5 BAR CONT.
(E) THICKENED EDGE FOOTER
COLUMN SCHEDULE
MARK
TYPE
REINFORCEMENT/CONNECTION
NOTES
C-1
44 P.T. SYP. #2
PER DETAIL
/ (E) METAL Rv \� \
TO RE AIN PROVIDE FLASHING
N TOP OF BEAM
LEV: lOFb., �(N) METAL ROOF
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SCALE: 1/4" = 1'-0"
2x6 P.T. SYP. #2
RAFTERS @ 24" O.C.
ZONE 2e -)
N.A.
N.A.
ZONE 2n (-
N.A.
N.A.
ZONE 2r (-)
N.A.
N.A.
ZONE 3 -
-96.79
-58.08
ZONE 3' -)
-125.07
-75.04
ZONE 3e (-)
N.A.
N.A.
ZONE 3r -
N.A.
N.A.
OVERHANG ZONE
ALL ZONES +
45.71
27.42
ZONE 1 (-)
-130.42
-78.25
ZONE 1' -
N.A.
N.A.
ZONE 2 (-)
N.A.
N.A.
ZONE 2' (-
N.A.
N.A.
ZONE 2e (-)
-130.42
-78.25
ZONE 2n (-)
-165.88
-99.53
ZONE 2r -
N.A.
N.A.
ZONE 3 (-)
N.A.
N.A.
ZONE 3'(-)
N.A.
N.A.
ZONE 3e (-)
-175.46
-105.28
ZONE 3r (-
-190:93
-114.56
EDGE DISTANCE, a = 3 FT
VALUE SHOWN FOR E.A. = 32 FT'
rwvr- LIJIVCJ a=s3-o"
SCALE: 1/4" = 1'-0"
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ELEV: 8'-6"(N) BEAM PER
PLAN & SCHEDULE(N) 4x4 P.T. SYP. #2 POST PER PLAN
(N) 2x4 P.T. SYP. #2 (N) BEAM PERlk STATE OF
KNaFEQBRACEnnOG PLAN&SCHEDULE .ncTnonnr-oFZOR. P
(E) HOUSE (E) STAIRS (N) 4x4 P.T. SYP. #2
TO REMAIN POST PER PLAN
�h (E) FLOOR
ELEV: 2'-3.5"
E GRADE N TOP OF FOI
NO E VAT
SCALE: 1/4" = l'-0"
N n
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE/�COUNTY
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DATE: 11-19-2021
SHEET
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21-0126
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2x MEMBERS 4" /'-1" MIN.
(2) SHOWN °
°
2 1/4" MIN.
NOTE:
CONSTRUCTION ADHESIVE, APPLY
IN CROSS HATCH PATTERN TO ALL
° MATING SURFACES.
NAILS TO BE 12d
2" SCREWS TO BE #10
12" O.C.
2x6's 2 ROWS 2x10's 3 ROWS
1/2" PLYWOOD SPACERS 2x6's 2 ROWS 2xl2's 3 ROWS
(1) SHOWN (NAIL ON BOTH SIDES FOR MORE THAN 2 PLIES)
MULITPLE PLY BEAM DETAIL
SCALE: 3/4" = V-0"
(2) 2x8 P.T. SYP. #2 BEAM
PER PLAN & SCHEDULE
4X4 P.T. SYP. #2 I
POST PER PLAN A�
DETAIL A
SCALE: 3/4' = T-0"
DETAIL B
SCALE: 3/4" = V-0"
SHEATHING PER SCHEDULE
4x6 P.T. SYP #2
R TERS PER PLAN
2x6 P.T. SYP #2 CON'
W/ (2) #12 @ EA. RAF
L3812 STRAP
ER SCHEDULE
STRAPS ER
— 4x4 P.T. SYP, #2
POST PER PLAN
ABU44Z STRAP PER
PLAN & SCHEDULE
(E) CONCRETE FOOTER
TO REMAIN
STRAP PER
SCHEDULE
2"x4" BRACE @ EA.
EXTERIOR POST
BEAM PER SCHEDULE
KBS1Z STRAP
W/ (12) 8d x 112' NAILS
KNEE BRACE DETAIL
SCALE: 1/2" = V-0"
SP4 STRAP
W/ (6) 10d x 12" TO STUDS
2x4 P.T. BASE PLATE
W/i" ATR @ 24" O.C. MAX.
W/ SET-3G D&E
4" MIN. INTO (E) FOOTER
�(N) 4"W x 6"D CONCRETE CURB
AS APPLICABLE
/ I W/ (1) #4 CONT.
4" IN.
9 �
e
NEW WALLS @ (N) CURB TO (E) FOOTER DETAIL
SCALE: 3/4" = V-0" - - - -
#5 DOWEL BAR @ 36"
EPDXIED 4" INTO EXISTING FOC
4„
e
a e
o a /
(N) 4"W x 6-D CONCRETE CURB
W/ (1) 94 CONT.
NEW CURB TO EXISTING FOOTER/SLAB DETAIL
SCALE: 3/4" = T-0"
EXTERIOR
FINISH
#10 SCREWS
@ 16" O.C. MAX. &
WITHIN 4" OF EDGES
MINIMUM 3 SCREWS
/—DRYWALL
INTERIOR FINISH
#10 SCREWS
DRYWALL @ 16" O.C. MAX. &
INTERIOR WITHIN 4" OF EDGE
FINISH MINIMUM 3 SCREW
r SEE DOOR DETAILS
�— 2x P.T. BUCK EXTERIOR —,
SEALANT W/ LIQUID FINISH
DM FLASHING PER FBC SEALANT &
BACKER ROD
TYP. HEADER DETAIL TYP. JAMB DETAIL
'NOTE: REFERENCE NOA INSTALLATION ANCHOR LAYOUT OR SPECIFIC ANCHOR LOCATIONS AT
CORNERS AND MEETING RAILS. SHIMS SHALL BE z' SHORTER THAN DEPTH OF DOOR AND SHALL
BE NON WATER -DEGRADABLE OR COMPRESSIBLE. FLASHING SHALL BE PROTECTO WALL
FLASHING OR SIMILAR.
DOOR BUCK AT FRAME DETAIL
SCALE: 3/4" = V-0"
2x4 P.T. BASE PLATE
W/ 2" ATR @ 24" O. C. MAX
W/ SET-3G D&E
2" MIN. INTO (E) SLAE
AS APPLICABLE
FLASHING ROOFING MATERIALS
\ /
\
- —
PER PRODUCT APPROVAL
�/
= 2
SHEATHING PER
ROOFING MATERIALS
— 112
SCHEDULE 2x6 P.T. S
PER PRODUCT
APPROVAL
RAFT S PER PL
EATHING PER
Al
(2 x8 P.T. SYP. #2
LTS12 STRAP
SC DULE
BEAM PER PLAN
P CHEDULE
2
& SCHEDULE
12
P.T. SYP #2
LUS26 STRAP
RAF RS PER PLAN
PER SCHEDULE
AC4/LCE4 STRAPS
(2) 2x8 P.T. SYP. #2
N B OM OF BEAM
WHERE APPLICABLE
BEAM PER PLAN
T-O" IN. ELEV: 7'-10"
2-0„� 2 6 P.T. SYP #2
PER SCHEDULE
& SCHEDULE
(2) 2x8 P.T. SYP. #2
FTERS PER PLAN
BEAM PER PLAN
AC4/LC STRAPS
& SCHEDULE
LTS12 ST
SEE DETAIL A
APPLICABLE
ER S EDULE
PER SCHEDULE
P4 W/ (12) 8d x 12" NAILS
@ BEAM/TOP PLATES
@ 32" O.C. MAX.
32" CDX SHEATHING
W/ 10d @ 6" O.C.
(E) WALL
REMAIN
DBL 2x4 TOP PLATE W/
4" LAG SCREWS @
4x4 P.T. SYP. #2 —�
16,10 .C. & 2" MIN.
SIDING
,,_�__4x4 P.T. SYP. #2
POST PER PLAN
EMBEDMENT
ERVYNIDETAILL
POST PER PLAN
2x4 SYP, #2 STUDS
@ 16" O.C. BETWEEN
STRAP PER
SEE DETAIL B
COLUMNS PER PLAN
ABU44Z STRAP
SCHEDULE
lP.T. BASE PLATE
PER SCHEDULE
W'"ATR @ 24" O.C.00D&E
2" @
W/ SET-3G 4" MIN
INTO (E) FOOTER
(E) CONCRETE SLAB
2" CLEAR, TYP.
TO REMAIN
(N) TOP OF FOOTER h
4.,
4x6 CONCRETE CURB
PER PLAN
ELEV: 0'-0
io
(E) 12" x 14"D FOOTER
(E) "W x 14"D FOOTE
TO IN
R IN
(E) 12"W x 14"D FOOTER
TIO REMAIN
SECTION
k
10
2
SCALE: 1/2" =1'-0"
SCALE: 1/2" = 1'-0"
S3
(E) SLAB
STRAP
) 10d x 12" TO STUDS
"W x 6"D CONCRETE CURB
) #4 CONT.
NEW WALLS @ (N) CURB TO (E) SLAB DETAIL
SCALE: 3/4" = l'-T
NOTE
SEQUE1L
2x WALL FRAMING AT 16" O.C. MAX
" CDX SHEATHING PER SECTION
MOISTURE BARRIER DRAINAGE PLANE
W.' 2" FIELD LAP MIN., STAPLED IN PLACE
GLAVANIZED STEEL ROOFING NAILS, 14' LONG
W!-"O SHANKS & J" HEADS @ EA. STUD
SPACED NOT MORE THAN 10"
VINYL SIDING
DRAINAGE PLANE OVERLAPS CONTROL BEAD
FLASHING AND MEMBRANE STRIP OVER WOOD
FRAME TO SLAB INTERSECTION
3 5' TALL WEEP SCREED "Z" FLASHING
VV DRIP EDGE
MEMBRANE STRIP COVERING WOOD FRAME TO
CURB INTERSECTION UNDER CONTROL BEAD,
FLASHING EQUAL TO PROTECTO WRAP ST20XL
9" WDE TO EXTEND 2" BELOW THE CMU
SIDING DETAIL AT SLAB
SCALE 314" = V-0"
REVISION
i EWEWED FOR
:'ODE COMPLIANCL
ST. LUCIE COUNTY
BOCC
STATE
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2
OLFO VI LAMI R
FL. P.E.#61000
DATE: 11-19-2021
SHEET
S3
3 OF 3
21-0126
PERMIT SET