HomeMy WebLinkAboutBuilding PlansGENERAL NOTES:
1. Construction shall follow Florida Building Code as adopted by the
County or City in which the building is to be constructed with all
applicable amendments.
2. The Contractor , Subcontractor , Supplier , Etc shall verify all
dimensions conditions at the jobsite plans and Specifications.
3. All written dimensions on these drawings taike precedence over
scaled dimensions
4. Structural features not detailed on these plans will be addressed
by the engineer as construction progresses.
STRUCTURAL NOTES:
1.Design Loads:
Roof (DL+LL)= 50 PSF
Wind Velocity= 163 MPH Supporting Structure (Fastest Mile)
2., Soil Bearing Capacity 2500 PSF with Compaction Test Result
of more than 95%.
2a.Soil density shall be in compliance with R401 of 2017 Florida
Residential Building Code
3.' All Structure Concrete and Grout shall have a minimum compressive
Strength of 3000 PSI at 28 days
4. Slab/Footings to be concrete with minimum compressive Strength of
2500 PSI at 28 days . See plans for size and steel requirements.
5. Minimum Concrete protection for reinforcement Bars:
Beams: 1 1/2 " Footings: 3"
6. Lap all reinforcing Steel a minimum of 48; bar diameters.
7. All Standard Lumber shall be SPF , or stud grade with minimum
Fb=1200 PSI or better.
8. All lumber in contact with concrete or masonry shall be Pressure
Treated.
9, Splitting or cracking of structural components due to installation of
hardware is not permitted.
10. Unless otherwise noted , the installation` of specified hardware shall
conform to the manufacturers instructions and standards.
11. Bearings points of headers, girders an beams shall have vertical
t to s,pnds and shall be properly
anchored for uplift as wi11 be noted.
12. Roof Sheathing to be nailed with 8d Galy. nails or equal, 6" O.C.
13. Unless otherwise noted for exterior walls, exterior plywood
sheathing and interior dry -walls is to be nailed with 10d nails or
better , 6" O.C. edges and > O.C. Filled .. Drywall screwsr 1.5" long
and .131" in diameter.
14. For ridge vent installation block with 2x4 #2 HIP or better between
top chords or trusses along the edge of plywood directly below
the vent.
15. For Frame Segment to masonry segment connections use PT
vertical secured to masonry with 3/16" dia. lag screws 3/4"
embedment to 3000# concrete min 18" O.C.
16. WALLS: The double top plate (butt splices) shall resist 4000lb/splice
-All wall top plates shall be lapped a min. of 24"@ splices w/
7-16d nails min. lap center 1/3 of wall shall be 4' w/9-16d
nails.
17. At Gable, provide 2x4 full blocking to the trusses for the first two
truss spacing, spaced at 4' O.C. nailing shall be 4" O.C. at first
truss.
18. Apply Plywood roof sheathing face grain perpendicular to supports.
19. All roof covering shall be applied per manufacturers
recommendations or per FBC and local codes whichever is more
strenuous.
O WINPOW ANP POOP 5C&21/ pl?OnUCf AFPF,0VA,5
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117
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WINDOW Oft
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M515ITANT
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ALaFTANCF
NUMI3PI2
FXFIPA1l0N
t7A1't�
12001Z
Fxterlor boor Outsinq
Trinitq Glass Int.
+ 60, -60
Yes
f2efer to 5peciflcation5
& l2rawinq in Product
Approval
FL # 20867
12/ 31 / 2024
SLIt?►NG
GLA55 POOH
SPI21�5 70
6' X 7' 56f7
American Craftsman
+ 50, -50'
Yes
kefer to 5peciflcatiom
& Prawinq in Froduct
Approval
FL # 1-1998
8/Cry/ 2021
WINDOW
51ngle Hung
Jeld-Wen
-+- 65, -70
Yes
Refer to 5pecificatiom
&'f2rawinq in Product
Approval
FL14 14095
9/30/ 2025
Poor-
Underiayment
30# Pelt
Owens Corning
N/A
N/A
kefer to 5pecificatiom
& I2rawinci in product
Approval
FL, # 11602
12/ 31 / 2023
f?OOP
Metal roof 5V panel
Union Corrugated Co.
120.9 F5P
N/ A
Pefer to Specifications
& l2rawing in Product
Approval
PL# 7271-P5
9/ 07/ 2027
JURISDICTION: ST. LUCIE COUNTY
CODE: 2020 FLORIDA BUILDING CODE
BUILDING CLASSIFICATION: CATEGORY II
MINIMUM SOIL BEARING PRESSURE: 2500 psf
LATERAL LOAD OF TRUSS ANCHORS CONSIDERED: YES
SHEAR WALL CONSIDERED: YES
CONTINUOUS LOAD PATH PROVIDED: YES
WIND SPEED (3 SECOND GUST): 160 MPH
IMPORTANCE FACTOR: 1.0
EXPOSURE: CATEGORY C
MEAN ROOF HEIGHT; 14'-0"
BUILDING DESIGNED AS: ENCLOSED
INTERNAL PRESSURE COEFFICIENT + -0.18
EXTERNAL PRESSURE COEFFICIENTS FOLLOWS:
VERTICAL GCpf: + -1.07
HORIZONTAL GCpf: -1.4
ROOF OVERHANG GCpf: 0.55
BASIC VELOCITY PRESSURE: 29.85 psf
FOLLOWING WIND PRESSURES BASED ON Atrib: 50 SF
(5 psf DEAD LOAD USED IN CALCULATING UPLIFT)
ZONE 1 MWFRS: +32.12 psf
ZONE 2 MWFRS: -12.29 psf
ZONE 3 MWFRS: 27.61 psf
ZONE 4 MWFRS: -25.12 ps f
ZONE 4 COMPONENTS & CLADDING 43.5/-45 psf
ZONE 5 COMPONENTS & CLADDING: 43.5/-45psf
16'x 10' OHGD 39/-42.3psf
ROOF UPLIFT MOMENT 14.5 FT-LBF
ABRAHAM CHABAB, Inc. Q
FL. BOARD OF PROF. ENG. AUTH.#26790
1391 NW ST. LUCIE WEST BLVD #411
PORT ST. LUCIE FL. 34986
Email agchababl@msn.com
772-475-6630
5COM Or WORK:
- f2PMOVr_ 3 POOR5 & mloilp e W/ NSW 1:20OR5
- MMOV� 4 WINPOW5 & MPLACP W/ NrW WINb0W5
- MMOVF- r;4511N6 CONCM11; SLAB ANI? MFLAa PAP FLAN
- CON51RUCT COVr;Mn POPCN PF-P PLAN
- MMOVI; r�XI511N6 9NIN6U�5 & MPLACr_ W/ Mr-TAL f200r
2'w =oG<o
REVIEWED FOR
CODE COMPLIANCE'
^T. LUCIE COU TY
BOCC
\�Q`rPM F CH,qe9
41165
;*
�C1 No6
W _
LLI
FILE COPY
COVERED PORCH ADDITION DESIGNED BY AC
Neal Wilkins
117 E. ALDEA ST. DRAWN BY
PORT ST LUCIE, FLORIDA AC
PRODUCT APPROVAL v/i' c 3 / 10 / 21
WIND LOAD
SHEET 1 OF
NOIIVA319 21
-13 -13 .9-
33 -1d ,0
------------
------------
-------------------------------------
31V-1d >0,8
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60'0',.
36'0'
1210,
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.._.._.._.._.._.._.._..
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PROPOSE
COVERED PORCH
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., ......_.._.. _.._..-4
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Remove Exist. Doors `' �
Replace w/6' Sliding D . •�
/ Remove Exist.
Repla w/6'
Doors &
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Remove Exist. Door &
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22'0'
"
38'0'
60'0'
RE
+43.5 -45
0
+43.5 -45
+43.5. -45
El
DO
0' FL EL
-6' FL EL
SCALE 3/16"=1'0"
5COPF OF WOK:
- WMO\/F 3 IJOOR5 & REPLACE W/ NEW POOR5
- RMMOW 4 WINPOW5 & RGPLACE W/ NEW WINbOW5
- REMOVE IM511N6 CONCMS SLAP ANP REPLACE PER PLAN
- CON5rRW'r COVfWP PORCH M PLAN
- REMOVE EXI5nN6 511IN6L�5 & REPLACE W/ METAL ROOF
EXISTING LIVING AREA 1692 SF
EXISTING GARAGE AREA 484 SF
TOTAL 2176 SF
PROPOSED COVERED PORCH 432 SF
TOTAL 2608 SF
TOTAL 2608 SF
NOTE:
BLOCK LAYERS / FRAMERS TO CONSULT W/CONTRACTOR
FOR ROUGH OPENINGS OF WINDOWS AND DOORS
DOOR SCHEDULE
DR #
SIZE
ROUGH OP
QUANTITY
REMARKS
Di
3'0'x6'8'x1V
38'x81'
2
EXTERIOR DR
DiA
6'0'x6'8'
73'x81'
1
SLDG GLASS DR,
WINDOW
SCHEDULE
WIN 9
SIZE
ROUGH OP
ROUGH OP
OUANTITY
REMARKS
W x H
POURED SILLS
PRECAST SILLS
Wi
42 x53
43 x 54
2
W2
24x24
25x25
1
W3
36 x 48
37 x 49
1
PROTECTION OF OPENINGS:
BASED ON FBC SECTION 1606.1.4 I EXTERIOR OPENING THAT RECEIVES
POSITIVE PRESSURE SHALL BE PROTECTED WITH AN IMPACT RESISTANT
COVERING MATERIAL THAT MEETS THE REQUIREMENT OF SSTD12
ASTME1886 AND ASTME1996 OR MIAMI-BADE PA201,202& 203
FIRE SAFETY OPENING
EGRESS WINDOWS IN SLEEPING ROOM
MUST HAVE A MINIMUM CLEAR OPENING
HEIGHT OF 24' & A MIN NET CLEAR
WIDTH OF 200. NET CLEAR ❑PENING
AREA SHALL BE A MIN OF 5 SQ, FT.
ON GROUND FLOOR 5,7 SQ. FT. ABOVE
GROUND LEVEL , MAX SILL HEIGHT 44
ABRAHAM CHABAB, Inc.
FL. BOARD OF PROF. ENG. AUTH.#26790
1391 NW ST. LUCIE WEST BLVD #411
PORT ST. LUCIE FL. 34986
Email agchababl®msn.com
772-475-6630
COVERED PORCH ADDITION
Neal Wilkins
117 E. ALDEA ST.
PORT ST LUCIE, FLORIDA
FLOOR PLAN/
ELEVATION PLAN
DESIGN PRESSURE
IGNED BY
AC
3/5/21
SHEET 2 OF 5
See Details
For SimP CBS66
Sheet 5 of 5
Exist t•
Foundation 1#5
REBi
12'
SEC A -A
KS
1 E REBAR
18"
SEC B-B
NIS
-4 J1
_11017
ABRAHAM CHABAB, Inc. a
FL. BOARD OF PROF. ENG. AUTH.#26790
1391 PORTST. LUCIE �3LVD #411
ST. LUCIE FL. 4986
Email agchababl®msn.com
772-475-6630
I
rn���uFTI PORGH ADDITION
Neal Wilkins
117 E. ALDEA ST.
PORT ST LUCIE, FLORIDA
FOUNDATION PLAN
DESIGNED BY AC
DRAWN BY AC
LATE 3/5/21
SHEET 3 ❑F5
0
6"
12'0"
IN
III
2x12x14' Nailed to �.
All Trusses
\ ,
Simpson LTS20
10-1 Od1(1 /2) NAILS TO EXIST. TRUSS
10-1 Od1(1 /2) NAILS TO NEW TRUSS
r
1511N6. LIVING Akf�A
T0 P�MAIN THE 5AMF
i
I
9"
3'
' Remove Exist. Shingles
' Place New Trusses on Top
Fasten Sheathing
� Simpson and
to Exist. russes
CONNECTOR SCHEDULE
TRUSS
MEMB.
BEARING
POINTS
TRUSS M0
UPLIFT
LD(LB)
TRUSS MAX
GRAVITY
LD(LB)
CONNECTOR
ID
CONNEC Tot
ALLOWABL
UPLIFT LD(LB)
NAIL TYPE
FASTENERS
REMARKS
A USE SIMPS❑N META18/14 ANCHOR (CONCRETE TO WOOD TRUSS MEMBERS)
WITH 8-10dl(1/2)" NAILS EMBEDDED INTO 8-IN POURED CONIC, BOND BEAM
TRUSS MAX UPLIFT 11234LB CONNECTOR UPLIFT META18/14 11450 LB
-DIFFERENT ANCHOR IS REQUIRED FOR TRUSS MEMBERS THAT ARE
LISTED IN THE TABLE
w USE SIMPS❑N LTS20 CONNECTOR ( BETWEEN TWO WOOD MEMBERS)
WITH 12-10D NAILS TO THE PLATE AND 12-10Dxll/2 NAILS FOR
THE TRUSS MEMBERS.
-TRUSS MAX UPLIFT I 425LB CONNECTOR UPLIFT SIMP LTS20: 620 LB
-DIFFERENT ANCHOR IS REQUIRED FOR TRUSS MEMBERS THAT ARE
LISTED IN THE TABLE
COVERED
PORCH ADDITION
DESIGNED BY
ABRAHAM CHABAB, Inc. Q
Neal
Wilkins
AC
117 E.
ALDEA ST.
PORT ST
LUCIE, FLORIDA
DRAWN BY AC
FL. BOARD OF PROF. ENG. AUTH.#26790
1391 NW ST. LUCIE WEST BLVD #411
DATE 12 / 8 0 / 18
PORT ST. LUCIE FL. 34986
TRUSS
LAYOUT
Email agchababl®msn.com
CONNECTOR SCHEDULE
772-475-6630
SHEET 4 OF 5
3,
JO V
1119,
l' 12'0' 111 JY.
6"x6" 6"x6" 61Ix6"
PT Post PT Post PT Post
3"
PTxI
21?X121J❑IST 2(2X12)JDIST 2(2X12)J❑IST Simpson
,.5
impson
HB412 HB412
Simpson PC4Z Simpson PC4Z
w.148x 2 Y2Nails, w/"
I— /.148x 2 Y2"Nails, I—
Fill All Holes Fill All -Holes o
0
Simpson HB412
12
22-0.161 x3(1 /2) NAILS TO PLATE (3-2x12) (U
X 10-0.14W(1/3) NAILS TO HEADER (2-2x12) x
fU (1J
M M
Simpson ECQ66SDS2.5
Simpson ECQ86SD52.56"x6"
V
6"x6"
—
PT Post � PT Post
TOP VIEW
Metal Roof on
Weatherlock Underla
on 1/2 in CDX Plyr
on PRE ENG Woo
Trusses 24 in C
�k Soffit ShallConsist of
Cement Stucco over Wire
Lath w/11Ga.x2" long Nfls
w/ fig" head @ 6" O.C. Over
Metal Rib Lath ® 6" O.C.
�c Provide (2) Layers of #15 Felt
Over Each Framing Member
* 2 W AL. Drip Edge
Over 1x3 P.T. Nailer
18'
* 1x8 Fascia Board
* 2x4 Cont. Sub Fascia Borad
Nailed to Truss Tail vlw ) -
16d Nails (Or Better) ,
Simpson ECQ66SDS2.5
\ 14-Y/4" x2%"SDS Screws to Plat
14-Y/4"x2Y2'SDS Screws to Post
3" Min_
Side Cover
Finished Grade
Ki
2x12)
.C.
let.
Post
Fastened To Post
LA w/ 2—"x8" Bolts
—�
�a v
•a
'.. Foundation
CEILING MATERIALS
1/2' CDX NAILED W/10d NAILS
@ 6' O.C. W/7/8' STUCCO ❑VR
W.
2x6 SECURED TO
BOTTOM OF BEAM
1/2' CDX PLYW❑DD-KERF
NECESSARY TO BEND
2x4 BLOCKING ASREQUIRE
SIDE VIEW REAR VIEW
COVE
O O
e���r- ONE Or' wTu1uJP+ MAn nATreo&I
8d RINK SHANK NAILS
@ 5" O.C. IN ZONE®&Q
8d RINK SHANK NAILS
@ 7" O.C. IN ZONE
1/2' CDX PLYWOOD
EACH SIDE OF FRAMED AREA
NAILED W/10d NAILS @ 6' ❑.C.
7/8' STUCCO ❑VR SELF
ERRING HI -RIB LATH FOR
DRIZ❑NTAL APPLICATI❑N
W/#30 FELT ON SIDES &
BOTTOM
3(2X12)J❑IST
ee Arch/
Framing Det.
SIDE VIEW
8d RINK SHANK NAILS
8d RINK SHANK NAILS
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ALL STRUCTURAL SHEATHING ° ° ° °
PANELS TO BE 1/2" MIN. o
THICKNESS (4-PLY) CDX a °
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ROOF SHEATHING LAYOUT
NTS
COVERED PORCH ADDITION DESIGNED B\
ABRAHAM CHABAB, Inc. Neal Wilkins
117 E. ALDEA ST. DRAWN BY
FL. BOARD OF PROF. ENG. AUTH.#26790
PORT ST LUCIE, FLORIDA
1391 NW ST LUCIE WEST BLVD 411
MEN
AC
PORT ST. 'LUCIE FL. 34986 # DETAIL PLAN DATE 3 / 5 / 21
Email agchababl@msn.com
772-475-6630 SHEET 5 OF 5