HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE US ONLY )
Date: a LD- ee Due: Receipt# Permit # Q
r 1 PLANNING & DEVELOPMENT SERVICES
�s
Otlz BUILDING& CODE REGULATION DIVISION SC,l
VI
2300 Virginia Avenue �N"�
— ";{ Ft. Pierce, FL 34982-5652 8t
772-462-1553 C/o C,
ounty.
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
I . LOCATION/SITE ADDRESS:-?- o1 ,--Zpp -- --con l icp� Q ��- `Q ✓', ; �� Ij(AR75\
2. PROJECT NAME&r-1-e,\ �C SITE PLAN NAME:
3. PROPERTY TAX ID #: ����{ `.a 8G1�"Z QU' •(-.p
4. LEGAL DESCRIPTION (attach extra sheets if necessary):�/S�'/� `O. ✓� jry�p��wQpp�
5. PLAT BK_1 2� PAGE --� !S71— BLOCK LOT L�S
6. PARCEL SIZE: ACRES/SQ F J LOT DIMENSIONS - U r x
7. SETBACKS (ACTUAL) FRONT: -lQ BACK: �3.� RIGHT SIDE: ��1,� LEFT SIDE:
8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
TYPE OF CONSTRUCTION
N = New
A = Addition
R = Rebuild
SG = Slab on Grade
SR = Raised Slab
WD = Wood Deck
DIMENSIONS
SQUARE FEET OF
CONSTRUCTION
i SCREEN ROOM
NEW ❑ EXISTING
X
❑ CARPORT/PATIO ROOF
❑ NEW ❑ EXISTING
X
❑ HABITABLE GLASS ROOM
❑ NEW ❑ EXISTING
X
❑ CAT 1, 2 OR 3 SUNROOM
❑ NEW ❑ EXISTING
X
❑ ALUMINUM COMP. SHED
❑ NEW ❑ EXISTING
X
❑ POOL ENCLOSURE
❑ NEW ❑ EXISTING
X
❑ M H ROOF OVER
❑ NEW ❑ EXISTING
X
❑ ROOF SYSTEM OVER
EXISTING ACCESSORY STRUCTURE
❑ NEW ❑ EXISTING
X
OTHER:Ak
NEW EXISTING
(X
❑ ALUM POOL FENCE
"6
Li ear feet
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
9. VALUE OF CONSTRUCTION: $ --) O .
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.04/26/2010
OWNER INFORMATION
^1
-�Ielk Ci.,�YI � O-
NAME: C) Q
ADDR Z ��•
1
CITY: ''C PAC STATE: r Z_ ZIP �c1 q �!;— 1
PHONE (DAYTIME): () EMAIL:
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 #: c ST. LUCIE COUNTY CERT #: ce
BUSINESS NAME:
QUALIFIER'S NAME: C 01n ✓�
ADD SS-: \ 'r•
` ,
CITY: STATE: �C_ ZIP s 'C, S 1
PHONE (DAYTIME): (17 5•(a7772. FAX NO. Zemail: pTC'�'1
ARCHITECT/ENGINEER:
k�
ADDRESS:
CITY: Cl e arvo STATE: r L ZIP-S1S-?CQCD
PHONE (DAYTIME):
NOTE: IF 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.
Additional
ZONING
LAND USE
LOT CVG %
Permits
Required
REPORT
L�3lf
BIMS FEE
$
MISC FEES
$
TOTAL FEES
$
CODE
I
BUILDING & ZONING REVIEW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
DATE
COMPLETE
a i3 rq
0. lye
INITIALS
0200"
J
` II 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 the footprint of the structure that was in existence prior to removal by the storms.
(!�O A '.'�IA--
O E O CONTRACTOR SIGNATURE CON CTOR SIGNATURE
S ATE OF FL A / \ a 1� o ATE OF FL q \ i
COUNTY OF r L� '� _ UNTY OF q-
llJl� : l!
c
The foregoing instrum nt was acknowledged before me %;•,,'�`' . a foregoing instrument was acknowledged before me E
�a
me this day of , 205 e this --_7 day of 0 ,
Y ` _
Crr
r y.
y. I
who is personally known �o me, or who has T y a o is personally known ✓ to me, or who has
T G to C T ,
N
produced m :N .T oduced CD
r w
hi= O= (O r
G N
as i tification. Im identification.
�eal) a
ignature of No ignature ofN
IMPORTANT NOTICES:
• 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.
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3924402 OR BO< )503 PAGE 1381, Recorded 02/12/2014 , °'1:37 AM
J
NOTICE OF COMMENCEMENT
To be completed when construction value exceeds $2,500,00 �p
PERMIT#: / yC,� -i�/ TAXFOLIO# 1 `-�� L�Q �OOZ •VW.\O
STATE OF FLORIDA COUNTY OF
The undersigned hereby gives notice that Improvement Will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following
Information is provided in this Notice of Commencement
GAI, DES RIPTION QF PROPERTY (AND 57REET ADDRESS, IF AVAILAB
YI'�a�=� a�.�v� C�n,�
GENERAL DESCRIPTION OF IMPROVEMENT: QC4%
CONTRACTOR'S NAME: THE PORCH FACTORY LLC Phone No.:772465-6772
Address: 7356 Commercial Cirde Unit 40 Ft Pierce FL 34951
SURETY COMPANY (If applicable, a copy of the payment bond is attached):
Name and Address:
Phone No.: Bond amount
LENDER'S NAME: Phone
Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a)
7, Florida Statutes:
Phone
In addition to himself or herself, ownerdesignales of
to receive a copy of the Lienors Notice as provided in Section 713.13 (1) (b), Florida Stautes.
Phone number of person or entity designated by Owner.
Expiration date of Notice of Commencement
(the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of
recording unless a different date Is specked):
I declare that I hate- ad the foregoing and that the facts In it are true to the best of my knowledge and belief.
Signatory's TttlelOfffce
The foregoing instrument was acknowledged before me this I day ofr� 20
m lK1kY1(�a0, 1 --
Name of Person n Type of authority (e.g. officer, truslee) Party on
(Print, Type, or Stamp Commissioned Name of Notary)
T:19LDOIdg_FomislNew ApplicationsWormskNotice of CommencementDocx
Of whom instrument was executed.
Personally known ❑ or produced Identifi Ion 3--�
Type of idenfiration produced
F:,:•:':`° dERALYf1NE A
SELt
Notuy Public • Still Florida
' � C"",19111" JW tt, totE
'w, CWah1tob I FF OSjM
STATE aF FLORIDA
ST. LUCIE COUNTY
THIS IS TO CERTIFY THATTHiSISATe,f5ttr�f.f
TRUE AND CORRECT COPY Of THE ,-_t� `
ORIGINAL. h //=
UCIR
Dr e: v,TCD - 2
99.67
O„
6
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C� Z
5
I'D PCP 99.97� 9.9a3613Op
LB#2391 OR�� 100.01 E
Vv 6 /v$y2yQ
100.17 / 0 /
PROJECT BENCHMARK _3 9 Q 0Q Q� p 99.83 �t
ELEVATION = 100.0
o I ASSUMED 99.99 IRC. ; R _
LB �� 6 V ,�j + 2 %k�� ATER METERS
100.13 L=81.01'P _i,9.85 D 9� y�9 10JPUE
100.10 L=65.50
1 4x4 CM — ID /5 IRC _
LS #2391 L8 14286 w 4 6'
0.12'N 0.3'S o
B
LIMITS OF PLAT
101.39 x EAST LINE
19.3' 0.7'
;o
2.0' r
M
MIN, SETBACK REQ, - '00
_ ..�„ N 5 LOT 44
FRONT °° °JAY x VACANT
SIDES % 43'',�� as x 101.65 0
CNR 54�e,�A�A1 w co a o
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REAR
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:n 1 STY RESIDENCE ci7
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x 101.61 r1610YA
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18.3'
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LB #4286 LB #4286 "? ID 5 IRC
7.06'S,0.03'W 0.02'S,0.01'E LB #4286
0.02'S,0.01'E
10' PUdcDE — —
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0.02'N,5.06'E 0.04'N,9.96'W
NOT PLATTED SIDSS��a
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ZONINGI
TECH.
y Search Results for Map Page 1 of 1
Hoene About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact
Search Results
Latitude: 27.4806
Longitude:-80.4253
ASCE 7-10 Wind Speeds
(3-sec peak gust MPH*):
Risk Category I: 144
Risk Category II: 156
Risk Category III -IV: 167
MRI** 10 Year: 87
MRI** 25 Year: 105
MRI** 50 Year: 118
MRI** 100 Year: 129
ASCE 7-05: 135
ASCE 7-93: 99
•MPH(Miles per hour)
••MRI Mean Recurrence Interval (years)
Users should consult with local building officials
to determine if there are community -specific wind speed
requirements that govern.
Download a PDF of your results
Print your results
WIND SPEED WEB SITE DISCLAIMER:
While the information presented on this web site is believed to be correct, ATC assumes no responsibility or
liability for its accuracy. The material presented in the wind speed report should not be used or relied upon for
any specific application without competent examination and verification of its accuracy, suitability and
applicability by engineers or other licensed professionals. ATC does not intend that the use of this information
replace the sound judgment of such competent professionals, having experience and knowledge in the field of
practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the
results of the wind speed report provided by this web site. Users of the information from this web site assume all
liability arising from such use. Use of the output of this web site does not imply approval by the governing
building code bodies responsible for building code approval and interpretation for the building site(s) described
by latitude/longitude location in the wind speed report.
Sponsored by the ATC Endowment Fund • Applied Technology Council - 201 Redwood Shores Parkway, Suite 240 • Redwood City, Califomia 94065 • (650) 595-1542
http://www. atcouncil.org/windspeed/index.php?option=com_content&view=article&id=10... 2/3/2014
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CONTRACTOR: THE PORCH _ . 'CTORY
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 7-1 O.
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: VuLT =150 MPH, VASD =116 MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Paragraph 2002.6:
Building Category 1- Screen Room : Non -Habitable, Unconditioned
Foundation Design
Existing concrete slab. No additional concrete footing or slab is required to
resist the loads imposed upon the existing slab by the proposed
construction if the existing slab is a minimum of 4" thick and in sound
condition, free from structural cracking, spalling, or other deterioration.
Roof Type
1. Roof Type: EXISTING
2. Roof Material: EXISTING
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the Florida Building Code, 2010
Edition, and any other applicable local codes and regulations.
2• The minimum wall thickness of aluminum extrusions shall be in accordance
with the Florida Building Code, 2010 Edition and the 2005 Edition of the
Aluminum Association Manual, but not less than 0.040 inches.
3. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues,
no manufacturer substitution is acceptable without the specific written,
signed and sealed authorization of Suncoast Architecture & Engineering,
LLC.
4. Screen Material: Design based on 18/14 or 20/20 Better View. Any other
material must be approved
5. Fasteners are required to be SAE Grade 5 or better zinc plated.
6. 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.
7. Where concrete specifications are required, whether in the screen enclosure
scope or not, by one or more regulatory agency, the following specifications
are applicable:
a. Concrete shall conform to ASTM C94 for the following components:
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 A185
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.
8. The minimum nominal thickness of protector panels (kickplates) shall be an
industry standard of 0.024 inches.
9. All flashing and weatherproofing shall be provided by the contractor.
WIND SPEEi_v ,..'fD EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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T. LUCIE COUNTY
BUILDING DIVISION
REVIEWED BY—` �
DATE `
PLANS AND PEANT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
EXISTING
`,COVERED PATIO,.
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r �\�
8'-5"
19'-10"
24" INSULATE[
KICKPLATE(TYP
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY DE NECESSARY Ifs ODDER TO
COMPLY WITH ALL APPLICABLE CODES.
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DATE DRAWN
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REVISION
SHEET NO:
A-1
ALUMINUM MEMBERS DIMENSIONS
(1) 1/2" CAP SCREW w/ NYLOCK
JAM NUT - IN LIEU OF NYLOCK
r i
HOLLOW SECTIONS
1/e x 2"x r EXTRUDED
JAM NUT, JAM NUT w/
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2 x 2: 2" x 2" x 0.046"
ANGLE5052H32ALLOYEA I I
THREADLOCKER MAY BE USED
TIGHTEN
THESE PLANS AND ALL PROPOSED I ORIS
2 x 3: 2" x 3" x 0.050"
SIDE
TOCOMACT-Do
2 x 4: 2" x 4" x 0.050"
NOT OVERTIGHTEN
ARE SUBJECT TO ANY CORRECTIONS w ��`"
f<
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2 x 5: 2" x 5" x 0.050"
I 3" RECEIVING CHANNEL
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REQUIRED
REQUIRE® BY FIELD INSPECTORS '1 HAT
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OPEN BACK SECTIONS
Ix3: 1"x2"x0.045"
MAY BE NECESSARY IN ORDER TO %�
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I x 3: 1" x 3" x 0.045"
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2 x 4 Snap: 2" x 4" x 0.045"
SEE PLAN
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UPRIGHT
PROFE
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SIONAL SEAL
SELF MATING (SMB)
SIDE VIEW
OPTION 2:
2 x 4 SMB: 2" x 4" X 0.044" X 0.100"
I x 1 x x 1 vs'
2 x 5 SMB: 2" X 5" x 0.050" x 0.100"
OPTION 1: RECEIVING N
RECEIVING CHANNEL
C
2" x 2" x 1/8" ANGLE W/ W/ (3) #10 x 3/4" INTO
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2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
(4) #10 x 5/8" EACH SIDE GIRT EACH FACE & (3)
LLI
2 x 7 SMB: 2" x T' x 0.05T' x 0.120"
(2) 3/8" DIA CONCRETE
UPRIGHT
010 x 314" INTO UPRIGHT
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2 x 8 SNM: 2" x 8" x 0.072" x 0.124"
SCREW ANCHORS I I
1" x 3" ALUM RECEIVING
2" x 7' OR 2" x a' I I
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2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
(21/4" CONC. EMBED)
CHANNEL ANCHORED TO
CHAIR RAIL MEMBER
Z Q
2 x 10 SNM: 2" x 10" x 0.092" x 0.398"
PAVERS W/ 1/4" x 21/4"
W (J o
CONCRETE SCREW ANCHOR
_ _ _ _ _ _ _ _ _
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MINIMUM FASTENER EDGE DISTANCE:
1/2"
24" O.C. MAX
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MINIMUM FASTENER SPACING: 3/4"
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LL
3" COMPOSITE��
WALL PANEL
FRONT VIEW
W
B -x 3" OR LARGER SECTION POST TO CONCRETE DETAIL
C GIRT TO POST DETAIL
A-2 SCALE: NTS
SCALE NTS
A-2
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WOOD:
#10 x 3" WOOD SCREWS, 6"IA—
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CONC:
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CONC. HEADER:
WOOD HEADER:
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W o oc C
1/4" x 3" CONCRETE
(1) 3/8" x 3" LAG SCREW INTO HEADER
Vi
1"x 3"
SCREWANCHOR 24" O.C.
NCRETE HEADER:
WOOD HEADER: EXISTING
/8" DIA. x 3" CONCRETE SCREW
2" x r OR r X 3" HOLLOW
#10 x 3" WOOD SCREWS HEADER
CHOR INTO HEADER
SECTION GIRT W/ (4) #10 x 1
@ 17' O.C.
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1/2" INTO SCREW BOSS
6EXISTING
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SECTION
1" x 3" HOLLOW
Ll'3"W/ #10 x r SMS - 6"
Q W W
wV
SECTION
EACH SIDE OF POST
Z
3" COMPOSITE
WOOD:
#10
AND 24" O.C. MAX
W
W O FL Lf)
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?i WALL PANEL
x 3" WOOD SCREWS
1r O.C.
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O W
r„a ck`
s
@
CONE
r x 2' x 0.125" ALUM ANGLE W/
N
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1" x 3" ALUM RECEIVING
1/4" DIA x 3" CONCRETE
(4) #14 x 3/4" SMS INTO UPRIGHT
d W CV LL LL
CHANNEL W/ #10 x 314" SMS
SCREW ANCHOR @ 24" O.C.
"fl
DRAWN BY
_ @ 24" O.C. EACH SIDE OF
r x uPRIGHT
PANEL
1" x 3" HOLLOW _
EB
SECTION
EXISTING HOST
DATE DRAWN
02/05/14
C-, 1X3 TO HOST STRUCTURE DETAIL
B�-
B-2
REVISION
A-2
SCALE: NTS
1X3 TO HEADER DETAIL
POST TO HEADER DETAIL
-
Q
A-2 SCALE: NTS
A-2 SCALE: NTS
® -
SHEET NO:
A-2
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THESE PLANS ANO ALL PROPOSED WORK
� N s �
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
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COMPLY WITH ALL APPLICABLE CODES,
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1/8" x 2" x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY
a. ..5
2114'MIN CONC "
SLAB / FOOTING a :.a ANCNON EMBEOMENIT
SEE PLAN
s' as '
' K
SIDE VIEW
(1) 3/8" DIA. CONCRETE
SCREWANCHORS
(21/4" CONC. EMBED)
LLI U
U S
ry
w
1#14x 3/4"SMS
W OR
_
TO DJ
N W t� m Q-X
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F-
to
0
x 3" RECEIVING-
1ANNEL
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z
3
Z z y 1 3 ry ry
W OdaC
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F
N 06
DOORJAMB
1"x 3" RECEIVING CHANNEL a
ANCHORED TO CONC W/ 1/4" .• ? ';�
CONCRETE SCREWANCHOR a + v b•+
(MIN.11/4"EMBED)•a'
6" MAX EACH SIDE OF POST A
AND 24" O.C. MAX
FRONT VIEW
DJ UPRIGHT TO CONCRETE PRE -HUNG
A-3 DOOR LOCATION DETAIL
SCALE:NTS
N
N a
W Ir
OC W
af lz
Q p cc
w
Q W f
W O CL
Q W c%j
G. WNOLL
DRAWN BY
EB
DATE DRAWN
02/05/14
REVISION
SHEET NO:
A-3