HomeMy WebLinkAboutRevision; Engineering stated Dens Board being changed to Concrete BoardOFFICE USE ONLYI
DATE FILED: PERMIT # 2004-0332
REVISION FEE: RECEIPT#
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
83 Nettles Blvd Jensen Beach FI 34957
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
engineering stated Dens Board we are changing to concrete board
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CR0005706
BUSINESS NAME: Smithomes INC
QUALIFIERS NAME: Robert smith
ADDRESS: 2903 industrial Ave Two
CITY: Ft Pierce STA
PHONE (DAYTIME): 772-223-1179
OWNER/BUILDER INFORMATION:
ST. LUCIE CO CERT. #:
FI �',. ZIP: 34946
FAX:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: A -C.\1
CITY: S�
PHONE (DAYTIME):
SLCCC: 9/2JI09
Revised 06130117
STATE:
VAX: _
copy
REVISION
ZIP:
9/15/2020 National Gypsum Company
Nationa/aw
Gypsum
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Use a keyword or CSI numbs
Products I Resources SOS
Specs I Submittals I Sales Terms I LEED-GPS I Continuing Education I Sustainability I About Us
I Careers I Mews
Products
PermaBase® Cement Board
09 28 00
New Inno_v_ative Products
Technical Data
Description
0Fire Rated Assemblies
GridMaox Gypsum Board
PermaBase® BRAND Cement Board is a rigid substrate made of Portland cement,
C) GWBeSpec EDE PM
Customer Service a Product
aggregate and glass mesh that provides an exceptionally hard, durable surface that is
O Literature M
Avagabllity Information
able to withstand prolonged exposure to moisture.
O SDS M PPL(W-aRol)
Details/DraWinep
Basic Uses
�) Submittal PPF
Code Reports
PermaBase is ideally suited as an undertayment or backing surface for tub and shower
surrounds, countertops, Flooring and a variety of other interior and exterior applications.
Checked items above will be available for
email and download on the Submittal
General Terms and
Builder page.
Comlitions of Sales
Advantages
• Lifetime Limited Warranty on PermaBase Interior Applications. Other Resources
Click here to view warranty • Substitution Reeuaat
• IS -Year Limited Warranty on PermaBase Exterior Applications.
Click here fo vVew warranty
• 30-Year Limited Warranty on PermaBase Interior Commerical Applications.
Qdr hereto view warranty
• Reinforced edge with EdgeTech technology allows for doser fastener application of
nalis or screws at the edge without crumbling or spinout.
• IRC and IBC 2006 Compliant - Meets ASTM C 1325.
• Resists the growth of mold per ASTM D 3273 with a score of 10, the best possible
scare.
• Can be cut utilizing a standard utility knife and straight edge. With PermaBase's
unique core composition, little or no additional labor is needed to dean the edge
after a cut.
• PermaBase is Impact resistant, extremely durable and dimensionally stable. It has
excellent overall Flexural, compressive, and tensile strength characteristics.
• PermaBase is highly moisture resistant, and will not rot, disintegrate or swell
when exposed to water.
• 1/2" PermaBase may be used in 1 hour and 2 hour rated assemblies and is UL
Classified.
• PermaBase has a smoother finish than other brands and has no open edges, which
reduces hand chafing.
• Lowest water absorption of any cement board per ASTM C 473.
• Suitable for both Interior and exterior applications.
Sustainablilty Documentation
Click here for HPDs
Higgs I CONTACT US I PRIVACY
aLoq- o33Z
FILE COPY
REVISION
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https://nationaigypsum.Com/products/Product.asPx?Product D=2393
1/1
STRUCTURAL NOTES:
* SOIL BEARING CAPACITY MIN. 2500 PSF
* ALL STRUCTURAL CONCRETE SHALL DEVELOP
A MIN. COMPRESSIVE STRENGTH OF 3000 PSI
AT 28 DAYS.
* ALL REINFORCING STEEL SHALL BE GRADE 60
MEETING ASTM SPECS A-615
* MIN. GONG. PROTECTION FOR RE -BARS:
FTGS:3" BEAMS: 1\" SLABS: 1"
* LAP REINFORCING BARS 30INCHES MINIMUM
EXPOSURE "C" - 170 MPH 3 SEC GUST
NOTE:
THE FOUNDATION/PIER SYSTEM IS DESIGNED
TO RESIST FLOOD ELEMENTS OF FLOTATION,
COLLAPSE AND LATERAL MOVEMENT PER
FEMA CRITERIA FOR EXPOSURE "C" LOCATIONS.
ACCESS DOORS TO BE BUILT ON A 1 " X 2" OPEN BACK FRAME SECURED
WITH #1 O X 2" SHEET METAL SCREWS.
WITH A HALF-Z WRAP (#8 X 3/4" TEKS ON THE FACE);
DOOR SLAB IS SCREEN DOOR MAINFRAME #1 O X 1" SHEET METAL
SCREWS INTO AN INTERNAL ALUMINUM CORNER WITH .024 STUCCO
COIL FOR THE FACE OF THE DOOR. ATTACHES TO FRAME WITH 2
STANDARD SCREEN DOOR OFFSET HINGES, STANDARD SCREEN DOOR
LATCH FOR HARDWARE..
SECTION B-B
SCALE: 3/4" = F-0"
2X SYP -
TIE DOWN STRAP PER SPECIFICATIONS
I -BEAM —
8"X8"X16"-
CBS BLOCK
PIERS
4" SLAB W/ RB
SEE TIE -DOWN/
PIER REQUIREMENTS
CONCRETE THICKENED EDGE:
8110 X 8•W W/ (1) #5 RB CONT
CONCRETE EXTENSION
REQUIRED ALONG ENTIRE
LENGTH OF CARPORT
(FOR FUTURE IMPROVEMENT)
HYDRO VENT
[3) THIS SIDE
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UNIT TO BE
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PROVIDE (2) #9 X 2-4'
V
DECK SCREWS TOE -NAILED
AT EACH VERTICAL MEMBER
OF KNEE WALL
WALL COMPLIES WITH UNIT
MANUFACTURER'S PERIMETER
WALL BLOCKING REQUIREMENT
HYDROVENT
SEE PLAN
2X4 SYP KNEE WALL W/ STUDS @ 16" OC
W/ ANSI" TAP -CONS @ 24" OC (BOTTOM PLATE)
-
'
W/ �' CDX PLYWOOD
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N O 0
MICS2 ANCHOR %"x7" WEDGE J
(SEE DETAIL) ANCHOR (RED HEAD)
SECTION A -A
CONCRETE THICKENED EDGE:
8"D X 8"W W/ (1) #5 RB COW �¢
O
4'
� p� p'
^bay 5\J I
SCALE 3/4" 1'-1
PROVIDE (4) MIAMI TECH
CUTD BRACKETS
01 �
a
01 CONDENSING UNIT
(3) SELF TAPPING
(� METAL SCREWS
3/1s' X 1 Y4' TAPCON
A/C TIE -DOWN DETAIL CONCRETE PAP
I -BEAM 1 PART It 59002
STRAP/SWIVEL
CONNECTOR
FACTORY J _
WELDED
BRACKET
FRAME ATTAC MENT FOR FACTORY BRACKETS
SOME HOMES MAY HAVE FACTORY BRACKETS WELDED TO THE I -BEAMS
FOR LONGITUDINAL ANCHORS. ATTACH THE STRAP/SWIVEL CONNECTOR TO
THE FACTORY BRACKETS USING A 2' GRADE 5 BOLT & NUT. ANCHORS/TIES
MUST BE INSTALLED TO PROVIDE A 45171 OR LOWER STRAP ANGLE.
CONCRETE
CROSS HATCHING 4 4
DENOTES SO. FT. V-4" 82 4'-9z° 4,_*„ 4'l 4'-92" 4'-9�
FOR VENT CALC'S
HYDRO VENTS IN KNEE WALL TO BE ° — - -- n - - ° _ - ° - - ° - — - n - — - ° - — - o — - ° O
MODEL FFNF05 (67 SO. IN. NET] �\ O
PER 322.2.2. (1) SO. IN. `MICS2 ANCHOR
�ENCLOSEDAREA.
OF®------ ------------------®--
EACH VENT COVERS 220 SO. FT. 0 b
PER PRODUCT APPROVAL. I -BEAM
PROVIDE Y,' MACHINE BOLT THRU I -BEAM
1296 SO. FT. / 220 = 6 VENTS W/ [2) TIE DOWN STRAPS AT BOLT
I (2) MICS2 ANCHORS AT CONCRETE
SHOWN d
` PER 408.2. EXCEPTION (1 ] SO. FT.
! PER 1500 SO. FT. OF FLOOR ARE I (SEE TIE DOWN ENGINEERING
WITH VAPOR BARRIER. FOR DETAILED INFORMATION)
[1) SO. FT. 144 SOL IN.
NET VENT AREA IS67SO. IN. _____ �O- _____ ____ _
144/67=3VENTS I C __------- 1ciL ----- ----- -----------®-- �
O oi�J�� -- 0 �° LL��JJ0000� mo
1 HOUR RATED WALL THIS SIDE
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WALL TO INCLUDE CEMENT
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SEE STAIR DETAIL
& DECK DETAILS
UNIT WIL 360 Las
35.3 #/ Ff
C.ONCENSI
n�
SIMPSON I
iBX16 BLOXT
4 COURSE
UNIT
06' HIGH
VINYL RAIL
HYDRO VENT
(3) THIS SIDE
POST
PICKE
HAND RAI
N.T.S.
(2) #14 SHEET METAL
\/
SCREWS TO CONDENSING
(1) Ill X 2]a" LG 7APCON PER BLIX�C
UNIT. 20D LB. SHEER
# 10 S.S.S. MIN.
& [2) AT CONCRETE: 180 1WORKING
CAPACITY
2' EMBEDMENT.
4-REQ'D.
PIER DETAIL
3-BOLT 5/B'-11 2-3/a"I, COMPOSITE
DECKING
tLS:
GALV.'BOLTS%'-11 X2-V4'LG. RAILING BASE
/ HEX. SQ.NECK W/ NUTS
N.T.S.
TENSION BOLT LABELED [A] FOR
FRAME ATTACHMENT ONLY.
%"x7" WEDGE. ANCHOR
[RED HEAD) TENSION BOLT LABELED [B] FOR
VERTICAL TENSION.
MICS2 ANCHOR
BY: TIE DOWN ENGINEERING
MAX UPLIFT PER
DEVICE IS 4,750 LBS
2-#1 O X 1' NON -CORROSIVE
S.M.S. @ EACH PICKET
CONNECTION.
TOP PLATE TO POST &
POST TO CHANNEL W/
#10 X 1-J2"S.M.S.
L DETAIL
VINYL 2X2 RAIL POST
ATTACHED TO VINYL
CASTERS
ya° S.S.S. MIN. 1"
EMBEDMENT.
4-REQ'D.
2X6 SYP
STRINGER
2X8 SYP DECK JOIST SUPPORT W/
[21 %" GALV LAG SCREWS
AT GARAGE DECK OR
(21:z' GALV MACHINE BOLTS
AT EXTERIOR DECKS
0--------------------]
I [
PROVIDE kz" MACHINE BOLT THRU I -BEAM
W/ f2) TIE DOWN STRAPS AT BOLT
(2] MICS2 ANCHORS AT CONCRETE
I AS SHOWN 1
(SEE TIE DOWN ENGINEERING
FOR DETAILED INFORMATION)
------�-----9-----—,—--�
0MICS2 ANCHOR I -BEAM O
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ALL MATERIAL BELOW FLOOD MUST BE CONSTRUCTED
WITH FLOOD RESISTANT MATERIAL, IN ACCORDANCE WITH
SECTION R322 OF THE 2017 (6TH EDITION) RESIDENTIAL BUILDING CODE"
4X4 SYP POST
SEE STAIR DETAIL
2X6 SYP DECK ,
JOISTS @ 16" OC
]III m
2X COMPOSITE DECKING
ATTACHED W/ (21 #10 2X6 SYP STRINGER
GALV DECK SCREWS
AT EACH BEARING POINT
2X8 SYP STRINGER
2X COMPOSITE DECKING
ATTACHED W/ (2) #1 O
SCREWS
GALV DECK FRAMING C). AIL ACHBE BEARICK NG
�g ' AT EACH BEARING POINT
SCALE: 1/4" 1'-0" -- -
VINYL POST
VINYL RAIL
VINYL PICKETS
--2X12 SYP STRINGER
2X12 SYP STEP
.I
2X6 SYP STRINGER
io
,I
1-1
SIMPSON LU28 AT STAIR
1 XB SYP W/
STRINGERS TO 2X8 DECK cN
DECK SCREWS
JOIST SUPPORTS OR m
(2) %m GALV LAG SCREWS
s" X 3" GALV.
AT STRINGER TO POST
HEX SCREWS
4X4 PT POST W/
SIMPSON AB44
2X COMPOSITE DECKING
ATTACHED W/ [21 #10 at70y d 3Z
GALV DECK SCREWS REVIEWE FO
AT EACH BEARING POINT
CODE COMPLIA
ST. LUCIE*1/�
COU
B®CC
TD REVISION
m
i - e
#8 GALV SCREWS
CONCRETE (2)EACH SIDE
WEDGE ANCHOR 4X4 SYP POST ATTACHED TO GONG
W/ 3' EMBEDMENT MIN W/ SIMPSON AB44 POST BASE
CONNECTION DETAIL
SCALE: 112" - 1--1
SIMPSON FACE MOUNT
HANGERLU26
(� 2X6 SYP DECK
I JOISTS @ 16" OC
LENGTH VARIES
SIMPSON Mi 2
STRAP
4-REQ'D.
�pii RISER
r
f,
ALUM. ANGLE
tiPi
W/s' TAPCONS
CONCRETE _
+ N1
STAIR DETAIL NOTE:
HANDRAIL BRACKETS OR BALUSTERS
N.T.S. SHALL NOT BE CONSIDERED TO BE
OBSTRUCTIONS TO GRASPABILITY.
BOTTOM OF HANDRAIL SHALL CONTINUE
TO SLOPE FOR A DISTANCE OF THE DEPTH
OF ONE TREAD FROM BOTTOM RISER.
HANDRAIL HAS CIRCULAR
CROSS-SECTION
W/ 1-X" TO 2" DIMENSION.
NOTE:
GUARDRAIL SHALL COMPLY W/
FBC. 2014 1 ADDITION)
Pke Cop
TYPICAL ELEVATIONS FOR DECKS REVISION
N.TS. (FOR VISUAL PURPOSES ONLY)
THIS SETUP HAS BEEN DESIGNED
FOR A FLOOD ZONE INSTALLATION
DESIGN CODE FBC 2017 (6TH EDITION)
LBJ Architecture
AA20005774
517 SW MULL AV[nU[
POPT SAM LVIE FL. 54955
772-800-5700
www.lbjar(hite(ture.(om
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SHEET TITLE:
FOUNDATION
PLAN &
DETAILS
SNUT MAW: