HomeMy WebLinkAboutRevisions; Update Location Plan, Remove F-2 from PlanOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
PERMIT # 2105-0507
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
. Y , (772) 462-1553
1. ! APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
5261 Deanna Ln, Fort Pierce, FL 34946
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
(S1) Updated location plan, (S2/S3) Removed F-2 from plan/schedule/details, removed portions of new curb, updated structure width and post locations,
updated connectors on plan and schedule, Resized beam/rafters revised spacing updated beam schedule, updated roof zone plan, updated elevations
details to reflect wood member and connector changes.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
STATE:
OWNER/BUILDER INFORMATION:
NAME: Marco Arita
ADDRESS:5261 Deanna Ln
CITY: Fort Pierce
PHONE (DAYTIME: (954) 549-7499
STATE: FL
ARCHITECT/ENGINEER INFORMATION:
NAME: MBV Engineering, Inc.
A00RESS. 1835 20th St
CITY: Vero Beach
PHONE (DAYTIME): (772) 569-0035
SLCCC: 9123109
Revised 06130/17
ST. LUCIE CO CERT. #:
FAX:
FAX:
ZIP:
ZIP: 34946
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 $" 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 .1" 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'/" 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
- PRESSURE TREATED
D&E
- DRILLED AND EPDXIED
REV
- REVISION/REVISED
DBL
- DOUBLE
SPECS
- SPECIFICATIONS
DIA
- DIAMETER
SCHED
-SCHEDULE
DIM
- DIMENSION
SYP.
- SOUTHERN YELLOW PINE
DiN
-DOWN
SS
- STAINLESS STEEL
EA
-EACH
T&B
- TOP & BOTTOM
ELEV
- ELEVATION/ELEVATOR
TYP.
- TYPICAL
ENGR
- ENGINEER
UNO
- UNLESS NOTED OTHERWISE
EW
- EACH WAY
VERT
- VERTICAL
EXIST, (E)
- EXISTING
V.I.F.
- VERIFY IN FIELD
EXP
- EXPANSION
W/
- WITH
EXT
- EXTERIOR
W/O
- WITHOUT
F13C
- FLORIDA BUILDING CODE
WRB
-WEATHER RESISTANT BARRIER
FI=
- FINISH FLOOR
#5
- STEEL REINFORCING BAR
FND
- FOUNDATION
(REBAR) #5 (5/8")
FT
- FEET/FOOT
FTG
- FOOTING
(E) HOUSE
LOCATION PLAN
N
SCOPI OF WORK:
1. REMOVE EXISTING ALUMINUM PORCH COVERING STRUCTURE.
2. BUILD NEW PORCH PER PLANS.
(N) C LUMNS, TYP.
I
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& OVERING - TO BE
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PRODUCT APPROVAL AFFIDAVIT FORM
CATEGORY /SUBCATEGORY
APPROVAL
NUMBER(S)
MANUFACTURER
MODEL NUMBER
BUILDING DESIGN PRESSURES
PRODUCT DESIGN PRESSURES
(+PSF) (-PSF)
(+PSF) (-PSF)
A. EXTERIOR DOORS
1. SWINGING
FL#16708.1
JELD-WEN
SMOOTH PRO
PER SCHEDULE
+65 -65
B. PANEL WALL
1. SIDING
FL#34867.1
PLY GEM SIDING GROUP
VARIFORM CONTRACTOR'S CHOICE
+42 -52
+70.8 -70.8
DOUBLE 4" VINYL SIDING
C. ROOFING MATERIALS
1. METAL ROOF FL# 17796.E-R2 ATLANTIC METAL II 26 GA. 5V CRIMP ON PLYWOOD PER SCHEDULE ..156.5
OF VERO BEACH, INC.
2. UNDERLAYMENT
FL# 5259-R3
POLYGLASS USA
POLYS1 iCK TU-MAX
N/A
N/A
NOTE: THE ENGINEER HAS REVIEWED THE ABOVE COMPONENTS OR CLADDING AND HAS APPROVED THEIR USE IN THIS STRUCT( 'RE. THESE PRODUCTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY
CURRENT CODE PROVISIONS.
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ON TOP OF 6" CONC. CURB
EXISTING EXTERIOR WALL (1 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
SCALE: 1/4" = 1'-0" - __ -
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
COLUMN SCHEDULE EDGE DISTANCE, a = 3 FT
VALUES SHOWN FOR E.A. = 32 FT
MARK TYPE REINFORCEMENT/CONNECTION NOTES
C-1 4x4 P.T. SYP. #2 PER DETAIL
/ (E) METAL
TO REVAIN
N TOP OF BEAM
*'ELEV: 10'-6"
TOP OF E WALL
*ELEV: 1 '-3"
(N) 4x4 P.T. SYP. #2
POST PER PLAN
(E) HOUSE
,h (E) FLOOR
ELEV: 2'-3.5"
Al
PROVIDE FLASHING
2
(N) METAL ROOF 1
/ --
112
N TOP OF BEA
7ELEV: 8'-6"
(N) BEAM PER
PLAN & SCHEDULE
(E) STAIRS
TO REMAIN
_ a 2. 6 Avg k,
SCALE: 1/4" = 1'-0"
(N) 4x4 P.T. SYP. #2
POST PER PLAN
(N) 2x4 P.T. SYP. #2
KNEE BRACES ON
REAR COLUMNS
PER PLAN & DETAIL
(E) HOUSE
zR
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WE T ELEVATI N
11-011
SCACE
(N) BEAM PER
PLAN & SCHEDULE
(E) STAIRS
TO REMAIN
(N) 44 P.T. SYP. #2
POST PER PLAN
�E) METAL ROOF
TO REMAIN
(N) METAL ROOF
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(N) 6" CURB
PER PLAN
muur LVIVCJ a = 3'-0"
SCALE: 1/4" = 1'-0"
�1
TOP OF (E) WALL k
ELEV: 10'—
(N) STORAGE
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(E) FLOOR rh
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(E) GRADE
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DATE: 09-10-2021
SHEET
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2 OF 3
21-0126
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PERMIT SET
2x MEMBERS
(2) SHOWN
4"
1" MIN.
°
1/2" PLYWOOD SPACERS
(1) 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.
24's 2 ROWS 2x10's 3 ROWS
2x8's 2 ROWS 2x12's 3 ROWS
(NAIL ON BOTH SIDES FOR MORE THAN 2 PLIES)
MULITPLE PLY BEAM DETAIL
SCALE: 3/4" = 1'-0"
NG MA
SHEATHING PER SCHEDULE
2x6 P.T. SYP #2
RAFTERS PER PLAN
2x6 P.T. SYP #2 CONT.
W/ (2) #12 @ EA. RAFTER
(2) 2x8 P.T. SYP. #2 BEAM —� Z/LCE4
PER PLAN & SCHEDULES12 STRAP
R SCHEDULE
RAPS ER
P CHEDU
4X4 P.T. SYP. #2
POST PER PLAN
DETAIL A
SCALE: 3/4" = 1'-0"
DETAIL B
SCALE: 3/4" = 1'-0"
✓2x8 P.T. SYP. #2
BEAM PER PLAN
& SCHEDULE
(E) WALL
REMAIN
2" CLEAR, TYP.
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AN & SCHEDULE
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STRAP PER
SCHEDULE
2"x4" BRACE @ EA.
EXTERIOR POST
2x4 P.T. BASE PLATE
W/ 2' ATR @ 24" O.C. MAX.
W/ SET-3G D&E
4 MIN. INTO (E) FOOTER
AS APPLICABLE
BEAM PER SCHEDULE
KBS1Z STRAP
W/ (12) 8d x 12" NAILS
KNEE BRACE DETAIL
SCALE: 1/2" = 1'-0"
TH
SP4 STRAP
W/ (6) 10d x 12" TO STUDS
(N) 4"W x 6"D CONCRETE CURB
W/ (1) #4 CONT.
,,\, 4" IN.
m
NEW WALLS @ (N) CURB TO (E) FOOTER DETAIL
SCALE: 3/4" = 1'-0"
#5 DOWEL BAR @ 36" O.C.
EPDXIED 4" INTO EXISTING FOOT,IFI�
PER PRODUCT APPROVAL
2 SHEATHING PER
712 SCHEDULE 2x6 P.T. SYP #2
_ RAFTERS PER PLAN
LT512STRAP
PER SCHEDULE
— LUS26 STRAP
PER SCHEDULE
AC4/LCE4 STRAPS
WHERE APPLICABLE
PER SCHEDULE
4x4 P.T. SYP. #2
POST PER PLAN
ABU44Z STRAP
PER SCHEDULE
(E) CONCRETE SLAB
TO REMAIN
(E) 122WV x 14"D FOOTER
TO DEMAIN
(N) 4"W x 6"D CONCRETE CURB
W/ (1) #4 CONT.
IN.
4" IN.
� ,
a .
NEW CURB TO EXISTING FOOTER/SLAB DETAIL
SCALE: 3/4" = 1'-0"
(2) 2x8 P.T. SYP. #2 (N) BOTTOM OF BEAM,{,
BEAM PER PLAN 1, 4,. MIN. ELEV: T-10"
& SCHEDULE
AC4/LCE4 STRAPS
SEE DETAIL A WHERE APPLICABLE
PER SCHEDULE
4x4 P.T. SYP. #2
POST PER PLAN
STRAPPER SEE DETAIL B
SCHEDULE
TOP OF FOOTER r1,
xx °x ELEV: 0'-0"
� o
(E) W x 14"D FOOTE
ZO RWAIN
SECTION
SCALE: 1/2" = 1'-0" S3
ROOFING MATERIALS
PER PRODUCT APPROVAL
2 SHEATHING PER
�12 SCHEDULE
2x6 P.T. SYP #2
RAFTERS PER PLAN
1'-4" 2x6 P.T. SYP #2
(2) 2x8 P.T. SYP. #2 RAFTERS PER PLAN
BEAM PER PLAN
& SCHEDULE LTS12 STRAP
PER SCHEDULE
34 W/ (12) 8d x 12" NAILS
@ BEAM/TOP PLATES
@ 32" O.C. MAX.
DBL 2x4 TOP PLATE W/
4" LAG SCREWS @
16" O.C. & 2" MIN.
EMBEDMENT
SCALE: 1/2" = 1'-0"
32" CDX SHEATHING
W/10d@6"O.C.
VYNIL SIDING
PER DETAIL
2x4 SYP, #2 STUDS
@ 16" O.C. BETWEEN
COLUMNS PER PLAN
2x4 P.T. BASE PLATE
ATR @ 24" O.C. D&E
W/ SET-3G 4" MIN
INTO (E) FOOTER
4x6 CONCRETE CURB
PER PLAN
(E) 12"W x 14"D FOOTER
TO REMAIN
S3
2x4 P.T. BASE PLATE
W/ 2" ATR @ 24" O.C. MAX
W/ SET-3G D&E
2" MIN. INTO (E) SLAE
AS APPLICABLE
(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" = 1'-0"
NOTE{
SEQUEI
2x WALL FRAMING AT 16" O.C. MAX.
z" CDX SHEATHING PER SECTION
MOISTURE BARRIER DRAINAGE PLANE
W/ 2" FIELD LAP MIN., STAPLED IN PLACE
GLAVANIZED STEEL ROOFING NAILS, 12" LONG
W/ "0 SHANKS & $" 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
W/ DRIP EDGE
MEMBRANE STRIP COVERING WOOD FRAME TO
CURB INTERSECTION UNDER CONTROL BEAD,
FLASHING EQUAL TO PROTECTO WRAP BT20XL
9" WIDE TO EXTEND 2" BELOW THE CMU
SIDING DETAIL AT SLAB
SCALE: 3/4" = 1'-0"
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DATE: 09-10-2021
SHEET
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3 OF 3
21-0126
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