HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY:
Date:
Fee Due:
Receipt#
Permit #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 Virginia Avenue SCANNED
o
. . . . . . Ft. Pierce, FL 34982-5652 BY
772-462-1553 St. Lucie County
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
1. LOCATION/SITE ADDRESS: ZAy� �, 1021 Va'-1
2. PROJECT NAME: SITE PLAN NAME:
3. PROPERTY TAX ID ':2 4-n -,?A j :2,9 0 5-0
4. LEGAL DESCRIPTION (attach extra sheets if'necessary): wsg—(geg�'@-
5. PLAT BK PAGE BLOCK LOT
6. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS
7. SETBACKS (ACTUAL) FRONT: BACK: Alft RIGHT SIDE: k LEFT SIDE:
8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
TYPE OF CONSTRUCTION
N=New
A = Addition
SG = Slab on Grade
SR = Raised Slab
DIMENSIONS
SQUARE FEET OF
R = Rebuild
WD = Wood Deck
CONSTRUCTION
El SCREEN ROOM
1-1 NEW El EXISTING
X
El CARPORT/PATIO ROOF
1:1 NEW E EXISTING
X
1:1 HABITABLE GLASS ROOM
El NEW El EXISTING
X
El CAT 1, 2 OR 3 SUNROOM
❑ NEW 0 EXISTING
X
1:1 ALUMINUM COMP. SHED
❑ NEW [?—EXISTING
X
9-'POOL ENCLOSURE
❑ NEW EXISTING
2- X 72-
❑ M H ROOF OVER
El NEW ❑ EXISTING
X
❑ ROOF SYSTEM OVER
❑ NEW ❑ EXISTING
X
EXISTING ACCESSORY STRUCTURE
1:1 OTHER:
El NEW El EXISTING
X
El ALUM POOL FENCE
Linear feet
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
9. VALUE OF CONSTRUCTION: $
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to
question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with
similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted
PRIOR TO FIRST INSPECTION.
SLCCDV Form No.: 001-02 Rev.0412612010
OWNER INFORMATION
�`
NAME: V 4C ,e J J e --74A, 9
ADDRESS: S / / .f "*0
CITY: & /21 G/ STATE: ZIP
PHONE (DAYTIME): 9d1 / 6 S Z. EMAIL: q -r J U'v a. Can
3 S`" �d'
FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIME): �)
CONTRACTOR INFORMATION
STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT #:
BUSINESS NAME:gJ`�
QUALIFIER'S NAME: U
ADDRESS:
CITY: / STATE: ZIP
PHONE (DAYTIME): () FAX NO. email:
ARCHITECT/ENGINEER:
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIME): �)
NOTE: I F APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING,
AND HVAC
ZONING REQUIREMENTS
All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks
including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan.
❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for
inspection verification. ( not required for construction unrelated to storms)
OFFICE USE ONLY,
SECTION
TOWNSHIP
RANGE
MAP NO.
ZONING
LAND USE
C
LOT CVG %
Additional
Permits
-.
V
Required
REPORT
BIMS FEE
$
MISC FEES
$
TOTAL FEES
$
CODE
BUILDING & ZONING REVIEW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
DATE
320113
�' r
COMPLETE
INITIALS
1
CERTIFICATION:
This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a
certificate of capacity, if applicable, for the permitted work.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO
ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO
DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE
PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A
CONDITION PRECEDENT TO THIS PERMIT
1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify
that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind
zones established by the county and take full responsibility for complying with the submitted design of the structure being
permitted.
2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the
issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and
zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not
otherwise included with this building permit application.
3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of
Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not
exceed t footprfift of thQ,structure tl3at was in existence prior to removal by t e storms.
ATURE
STATE OF FLMIDA
COUNTY OF 15)r . L V c
The foregoing instrument was acknowledged before me
me this 4 hday of -MOg f - , 2013 ,
by GT. ^a`3 Samka
V i
who is personally known to me, or who has
produced TVD L C-2%W —9kA8
as identification. DEANPIA GIVENS'
Notary Public - State 01 Florida
• .: My comm`. ExPU EE 8587611
Signature of Notary :,�Jy�f oQo� Comm)
��i�„OF FN� Bonded Through National Ugly �s
IMPORTANT NOTICES:
CONTRACTOR SIGNATURE
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me
me this day of , 20 ,
by
who is personally known to me, or who has
produced
as identification.
of Notary
(Seal)
• TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS
BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE
LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR
AFFIDAVIT.
• ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR
STAMPED REPRODUCTIONS ARE PROHIBITED.
• WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER
NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN
ADDITIONAL FEE WILL BE CHARGED.
Planning & Development Services Department
Building & Code Regulations
2300 Virginia Avenue
Fort Pierce, Florida 34982
(772)462-1553
OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT
F.S. 489.103 (7) EXEMPTIONS
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even
though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You
may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of
under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially
improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within
one year after the construction is complete, the law will presume that you built or substantially improved it for sale
or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or
to supervise people working on your building; it is your responsibility to make sure that people employed by you
have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done.
Any person working on your building who is not licensed must work under your direct supervision and must be
employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide 7rkKs'
compensation for that employee, all as prescribed by law. Your construction must comply with all applica s
ordinances, building codes, and zoning regulations. Initial
I understand that the building official and inspectors are not there to design or give advice on
the minimum code. Initial
I understand that as an owner -builder that any contract disputes with sub -contractors and ymu
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
Initial
I understand that if I compensate any person or company for work performed they acre
licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and
cost of the license. Initial
I understand that if any person that is unlicensed and uninsured gets injured on my con:
they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer ant
cost, which could include loss of wages during recovery from their injury. Ini
To qualify for this exemption under this subsection, an owner must personally appear andG
permit application and initial the above.
I hereby acknowledge that I have read and understand the above disclosure statement and that I further
understand that any violation of the terms of the owner/builder ex
Zoning Department to the Florida State Department of Professional
day of of 20 —
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me thisAst_60 day of Yq , 20 3 ,
by &i-V. A vJ % who is personally known to me, or who has
produced Dt -00 -� -l-R-a as identification.
�n G v 4 V S DEANNA GIVENS
�� Y P h
Signature of Notary Type or Print Name of NotaV `rMr."
� jM)public - State of Florida
Title: Notary Public Commission Number � sd��.= My Comm. Expires Dec W'1016
°�- 858761
• -a1 Commission W Cr
SLCPDSD Revised 07/22/2010
Bonded Through National Notary Assn.
Property Appraiser - St.Lucie County, FL
Page 1 of 1
PROPERTY RECORD CARD
Gregory J Sawka
Record: 1 of 2
<<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
��t1CIE CO
Site Address:
4511 S INDIAN RIVER DR
ParcellD: 2436-321-0005-000-6G�
y
Sec/Town/Range:
36 :35S :40E
Account #: 33851
€
Map ID:
24/36S
Use Type: SF Res
Zoning:
RE-2
City/Cnty: St Lucie County
Ownership and Mailing
Legal Description
Owner:
Gregory J Sawka Donna M Smith 36 35 40 BEG AT PT ON E R/W LI FEC RR 227.65 FT
NWLY OF S LI
Address:
4511 S Indian River Dr
OFN 11.36 CHS OF GOV LOT 2, TH CONTALG
Fort Pierce FL 34982-7732
More...
Sales Information
Assessment 2012 Total Land and Building
Date
Price Code Deed
Book/Page 2012 Final: 201900 Land Value: 130000 Acres: 0.57
12/14/1989
103000 00 WD
0668 / 2578 Assessed: 145799 Building Value: 71900
3/1/1988
84200 00 CV
0580 / 0514 Ag.Credit: 0 Finished Area: 2946 SgFt
10/1/1985
89500 00 CV
0481 /0870 Exempt: 50000
1/1/1981
72800 00 CV
0346 / 2272 Taxable: 95799
12/1/1979
65000 00 CV
0322 / 1026 Taxes: 2132.41
BUILDING INFORMATION
Exterior Features
View:
RoofCover:
SD - Dim Shingle
RoofStruct:
GA - Gable
ExtType: HC+- HC+
YearBlt:
1909
Frame:
Grade: C+ - C+
EffYrBlt:
1955
PrimeWall:
WS - Wood/Sheath
StoryHght: 0020 - 2 Story
No.Units:
1
SecWall:
Interior Features
BedRooms: 4
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath: 2
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
1/2Bath: 0
HeatFuel:
ELEC - Electric
Prm.Flors:
HW - Hardwood
%A/C: 100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S Qty.
Units Qual. Cond.
YrBlt.
No. Use Type
Type
Measure Depth
PA01 - POOL DK-AVG Y 1
438 AV AV
2004
1 0100-SF Res
225 -Front Ft
101.2 247.5
SPA - SPA -HOT TUB Y 1
36 AV AV
2004
SWAY - RES POOL AVG Y 1
450 AV AV
2004
ENC2 - POOL ENC-AVG Y 1
924 AV AV
2004
THIS INFORMATION IS BELIEVED TO BE CORRECT AT
THIS TIME
BUT IT IS SUBJECT TO CHANGE AND IS
NOT WARRANTED.
http://www.pasle.org/paslc/prc.asp?prclid=243632100050006 3/15/2013
FROM:SOUTH COAST
7723446042
P.1/1
1-JUL-2012 05:1-
1
12.40
PERMIT # i A;,L r Q O3-
BUILDER/CONTRACTOR:
PEST CONTROL CONTRA
PEST CONTROL LICENSE
We, the undersigned, hereby
subterranean tttrmft$ 1nam
Square tfeet if arm treated:
Perce tage of solution:
Vwx of T?o�Mert!~
- —foo rig
- V0 Trutt
ae-,1et
---1, Treatment
� e-Treatr
R&Treat
There mint be a mo ptitled A
a& 0 be ~ upby Me AVe cmr
A* d
reel .46 cvma&p arm
stha�llx►prravbiedGp n�l{�t dtr
Pmwft a aqwfhrbbeprr" d*P
DMtal*W &88ft] 7t. ffb*o--W ld)W,
be au> dp *r4p AWbu&ft aW
SLC
AMe
cart Pie m FL 34982
462-2173 !ON 772462-�.H
ti
TE OF TERMITE
WC SOIL TR
ADDRESS:
T0:4626443
TMENT
PACE 01/01
19f r,4ci1:-/v
UR:
y tW we hm pretreakd flte Am des;MW won for
e wfth the standards of the National Past Control Assodadom
a,wWaft used:.
Total galore used:
-Z --" Time of
,stab
.Pertmetier for . rtal ktspectfon
�, _ e
5lgrt wm of [6ctermrmebtir
Ar Awd mqu kw &w&naw ar
dv of earn kaWacUm ord`tes
I w;t hrp+ ri offt7nAm A
gone* Q mgwr ae awh lequierl,
!dart w7d wfi9w►d'#a&W rnxd, 0
h rA!rmeefred1br>b m#fprelvle*
�t sir thb �brm mw6ttbrr cn b'x job
esther�b�►XjraGtsAep biarrd
680mirtr
ft"W ^YW fibm >he rnbnnt
+dr cf d*bwbner jo bavn am
popw i "mom Ierard of
St Lucia Coualy r+equkes fbr th4 floal inspecdon for CD, a Perrnn�*" SUcketr W be platted on
St. Lucie Coulnty
Building & Zo>Ining DepalrUlueint
2300 Virginia Avenue
Fort Pierce, Fr, 34982
772-462-2105
Fax 772-462-6443
Request for 30-Day Temporary Power Re.ea ie
s
Date: Permit Nuxber.:_0
�. �.�..-
Property Address,--�.-1-
THE UNDERSIGNED .HEREBY REQUEST RELEASE OF ELECTRTCAI POWER TO THE
ABON7E DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED I HIRTY (30) DAYS, FOR
THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PRE PAI;ATTON FOR FINAL
INSPECTION. IN CONSIDERATION OF .APPROVAL OF THE REQUE�,T WE HEREBY
ACKNOWLEDGE AND AGREE AS FOLLOWS:
1. This temporary power release is requested for the above stated purpose only,
during this time period.
2. As witness by our signatures, we hereby agree to abide by ali terms and conditOns
of this agreement, including Building Division Policy, which is incorporated lie- ein by reference_
3. All conditions and requirements listed in the attached document entitled
"Requirement's for 30 Day Power for Testing" have been fulfilled and the prep; ise is ready for compliance inspection.
4. All requests for an extension beyond 30 dayq must be made in writing to the Building Official stating the reason
for the request. knower may be removed from the site and/or a Stop Work Orc er issued if the Final Inspection
has not been approved within 30 days. A, fee of $100.00 will be required to lifl the Stop Work Order_
WE IT:I REBY RELEASE .AND AGREE TO HOLD HARMLESS, ST. LUC(E COUNTY, AND
THEIR EMPLOYEES FROM. ALL LIABILITIES ,AND CLAIMS OF ANY TYPE OF NATURE
WHICH MAY ARISE NOW OR IN THE .FUTURE OUT OF THIS TRANS 4CTION, INCLUDING
ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNI MON OF
ELECTRICAL POWER .T.N ' , EVENT OF VIOLATION OF THIS AG)R EFMFNT.
RICAL CONTRACTOR SIGNATURE
n\\" %l W-
�Ax.
DATE
RECEIVED
JUL 13 2012
CONTRACTOR: VH Exteriors'_ 1c.
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 2010 Florida Building Code specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A
of the Aluminum Design Manual prepared by The Aluminum
Association, Inc. Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table
1604.5: Risk Category 1.
2. Basic Wind Speed, Table 1609C State of Florida Debris Region &
Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1
Equivalent Basic Wind Speed: 150 MPH.
3. Exposure Category, Paragraph 1609.4.3: C
4. Screen roof enclosure, Table 2002.4.
Foundation Design
Footing Size: Existing concrete. No additional concrete footing or
slab is required to resist the loads imposed by the proposed
construction if the existing slab is a minimum 4" thick with an 8"
x 8" thickened slab edge and in sound condition, free from
structural cracking, spalling, or other deterioration.
Specifications
The following specifications are applicable to this project:
1. Where concrete specifications are required, whether in the screen
enclosure scope or not, by one or more regulaiory agency, the
following specifications are applicable:
a. Concrete shall conform to ASTM C94 for the. following
i. Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- 1 % - ASTM C 260
iv. Water reducing agent - ASTM C 494 _
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM Al85
c. Concrete slump at discharge chute not less than 3" or more
than 5". Water added after batching is not permitted.
d. Prepare and place concrete per American Concrete Institute
Manual of Standard Practice, Parts 1, 2, and 3 including hot
weather recommendations.
e. -Moist cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area
for termites in compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall
be coated with a bituminous paint or epoxy.
2. Aluminum extrusions shall be 6005 T5 Alloy
3. Fasteners are required to be SAE Grade 2 or better zinc plated.
4. All Self Mating Beam Sections are to be stitched with either #14
screws 6" from ends and 24" center to center or #12 screws 6"
from ends and 12" center to center.
5. The minimum nominal thickness of protector panels (kickplates)
shall be an industry standard of 0.024 inches.
6. Screened enclosures containing swimming pools shall comply with
the applicable requirements of FBC R4101.17 Residential
Swimming Barrier requirements.
7. Screen material shall be 18/14 screen unless approved by Suncoast
Architecture & Engineering, LLC.
8. Door location shall be determined by contractor in the field.
9. When installing pavers over concrete slab or footing which are
supporting aluminum members, such as continuous screen tracks
or upright, the pavers must be bonded to the concrete with an
epoxy, thinset, or 3,000 PSI grout to ensure full positive contact
with concrete.
10. Design shall be based upon "pinned" upright analysis unless
approved by Suncoast Architecture & Engineering.
Roof Type
Roof Type: Mansard
8'-1" 6'-6" 7'-1"
c-1 1X2(TYP)
1X2 1X2\,7+-+
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2X.
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X
in 0
N N
N N
(0
X
N
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T ESE PLANS AND ALL PROPOSED WORK,
,.ARE SUBJECT TO AWF CORRECTIONS
REQUIRED E r ELD INSPECTORS TKAT
PRE NECESSA.RY.d19 ORD TO
�9�0:MAY
0iPLT .
_ - ALLPL9�A®CE CODES,
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(TYP) W
36'-6"
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S. LUC E COUN i Y ALTI.LDING DrMION,
REVIEWED -FOR OMP
REVIEWED B
� DATE
]PLANS AND PLIOUT 1viUST BE KEPT ON JOB
UZNO INSPECTION WILL BE MADE.
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DATE DRAWN
02/12/13
REVISION
SHEET NO:
A-1
ALUMINUM MEMBERS DIMENSIONS
o9o�a a
: a a ;'i
BB
Joe
HOLLOW SECTIONS
2x2: 2"x2"x0.044"
2x3: 2"x3"x0.050"
2 x 4: 2" x 4" x 0.050"
NEW CONT. 2" X 0.046" "H"
,•
"
s `1' •- • O
t
!Y �9
2 x 5: 2" x 5" x 0.050"
SECTION BETWEEN THE
NEW 2" X 2" X 0.046" SECTION
c e (o CD
CO
LL• o
AND EXISTING 2 X 5 SMB
WITH #10 AT 12" O.C.
z
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OPEN BACK SECTIONS
(2)
1x2: 1"x2"x0.040"
1x3: 1"x2"x0.045"
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SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
1/8" X 2" X 2" X 2" WIDE
EXTRUDED ANGLE EACH
I
UPRIGHT
11/8"X2118"X11/8"X2"
LONG X 0.040" RECEIVING
CHANNEL (2) #12 X 3/4" SMS
I I 'e
--?°r S • •
(1
, 6
• • s�Q ,ram
2 x 3 Snap: 2" x 3" x 0.050"
SIDE #14 X 3/4" SMS INTO
INTO EACH FLANGE/WEB
dp�,#
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(2)
i I
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2 X 4 Snap: 2" x 4" x 0,045"
UPRIGHT (1) 3/8" X 2 1/4"
�RoF
�$jQNAO �EAL
SELF MATING (SMB)
CONCRETE SCREW ANCHOR
I I '
1/8" X 2" X 2" X 2" WIDE
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
EXTRUDED ANGLE EACH
I
�'
2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
SIDE (3) #14 X 3/4" SMS INTO
W
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
•
UPRIGHT (1) 3/8" X 31/2"
• •
— — — —
I
LLJ
Z LL!
2 X 7 SMB: 2" X 7" X 0.057" X 0.120"
I • • CONCRETE SCREW ANCHOR
I
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
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2" x 2" OR 2" x 3"
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SMB UPRIGHT SEE S/A-3
DATE DRAWN
REQ'D - (1) EA SIDE OF BEAM - MAY BE
INTERNAL OR EXTERNAL
02/12/13
2. AS BEAM SIZE CHANGES, ADD OR
SUBTRACT SCREWS TO MAINTAIN 1 114"
REVISION
C/C SPACING.
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WIDTHS CHANGE TO MATCH BEAM SIZE.
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DATE DRAWN
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02/12/13
SCREW X 2 12"AT24"
,
REVISION
C-_ 9X2 TO HOST STRUCTURE DETAIL
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CONCRETE
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DJ-1 DOOR JAMB TO CONCRETE DETAIL
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CP-1 CORNER POST TO CONCRETE DETAIL
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DATE DRAWN
02/12/13
REVISION
SHEET NO:
A-4