HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY:
DATE FILED:
PLAN REVIEW FEE 00.00 RECEIPT NO.: PERMIT NUMBER:y3 i — 40-I4
CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.:
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue S
Ft. Pierce, FL 34982-5652 C A NNISD
772-462-1553 3.
Jr. Lucie Co urlry
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
1.
LOCATION/SITE ADDRESS: /mil j to %%GU �lriEi�%�./ c2
2.
PROJECT NAME: SITE PLAN NAME:
3.
PROPERTY TAX ID #:-
4.
LEGAL DESCRIPTION (attach extra sheets if necessary�.%f�ie3oy/? / G�
��1�
5.
PLAT BOOK /Z 6. PAGE NO. 7. BLOCK NO.
8. LOT NO.
9.
PARCEL SIZE (ACRES/SQ FT.): l LOT DIMENSIONS:
10.
COMPLETE DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY:
i� G�u� ��oa2t rl Q �i`oo2 2C�P E
.nnot�� r! O�
1�►4C
75r n lei ) LeJr-*i
11.
SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE:
LEFT SIDE: moo i�
12.
13.
14.
TYPE OF CONSTRUCTION (Check all appropriate boxes)
[ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION
[ ] RESIDENTIAL COMMERCIAL
[ ] OTHER (SPECIFY)
DESCRIPTION OF PROPOSED USE:
SQ. FT OF CONSTRUCTION:
16. VALUE OF CONSTRUCTION: $
[j/ll1NTERIOR RENOVATION
[ ] INDUSTRIAL
15. SF. FT 1st FLOOR:
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 with this application.
SLCCDV Form No.: 001-02
UPDATED 6/25/09
i
OWNER 114FORMATION
/� /►
NAME: ::j i o k n --:p -b YY) C
ADDRESS: 1.5 97 eG /--7 GC, ( 2
CITY: /M C i 4-- STATE: %L
ZIP:
PHONE (DAYTIME): 73 Email:
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE:
ZIP:
i
PHONE (DAYTIM[E):
CONTRACTOR INFORMATION
ST. of FL REG. CERT #: C (3 C �a 5S 5957 ST. LUCIE COUNTY CERT #:
a2 % S�
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS: �O �%� /�1 E v 5 i2 ►4-� �� .
CITY: ` � Sin % �/�� STATE: FL-
ZIP: z� `ic/� %
PHONE (DAYTIME): 77 &00 -%/ V/ FAXNO. 7Z2 (00-7(Email:
-B(2prZ> \ o c S
ARCHIT/ENGINEER:
ADDRESS:
CITY: STATE:
ZIP:
PHONE (DAYTIME): �)
BONDING COMPANY:
ADDRESS:
CITY: STATE:
ZIP:
MORTGAGE LENDER:
ADDRESS:
CITY: STATE: ZIP:
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided and returned to you by mail.
i
CERTIFICATION:
This application is hereby made 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits
may be requiredi for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS,
AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application.
St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO
ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN
GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO
THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
n . � 4Z::=1
Ir rrfl�
STATE OF FLORIDA
COUNTY OF 1 _7—
The foregoing instrument was acknowledged before
me this I day of / � ® d 20 43 ,
who is personally known ✓ or has produced
identification.
Signature of 1,6tary
f
CONTRXCETORSIGNATURE
STATE OF FLORID
COUNTY OF
The foregoing instrument was acknowledged before
me this O-Aday of 20 ,L3
by / 4,,Q-nil
who is personally known
Signature of
has produced
M PHILLIPS Commissi
Commission 'o.
p° KELLY M Ptgbdi�PS
No. !''`'a� Pue��`t If�uY .• J. `�`�
MY COMMISSION #FF043972 ?, . MY COMMISSION #FF043972
A. o• :!4` 'ca,'' EXPIRES September '•''e P EXPIRES September 29, 2017 0. P.,,.•' p ember 29, 2017
OF PLC,,.., p
4071 398.0153 FlorldallotaryService.com 140n 398.0153 FloridallotaryService.com
NOTE: TWO, (2) SIG IGNATURE MUST BE NOTARIZED. IF APPLYING FOR
THIS'BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS.
For specific instructions see appropriate permit checklist.
OFFICE USE ONLY BP #:
SECTION
alp
TOWNSHIP
S
RANGE
O
MAPNO.
i
lv
ZONING
v
LAND USE
LOT CVG %
TAZ NO.
FLOOD ZONE
j
FIRM MAP #
1ST FLR ELV
MAX HGT
CONST TYPE
I
OCCUP TYPE
MAX OCCUP
# OF FLRS
WATER
I
SEWER
SPRINKLERS
STORMWATER
LOT OF REC
LOT OF REC
LOT SPLIT
LOT SPLIT
Before 1/1990
After 1/1990
REQUIRED
APPROVED
REPORT
HABITABLE
RADON
PERMIT
CODE
O L�
AREA
FEE
FEE
(RADON)
LIBRARY
PUBLIC BLD
PUBIC BLD
PARKS
IMPACT
IMPACT FEE
IMPACT
IMPACT
FEE
CORRECTION
FEE
FEE
GENERAL
SCHOOL
ROAD
CREDIT
Y
N
LAW ENF
IMPACT
IMPACT
IMPACT
FEE
FEE
FEE
FIRE/EMS
DRIVEWAY
Y
N
DRIVEWAY
ADMINISTRATIVE
IMPACT
REQUIRED
FEE
VARIANCE FEE
FEE
SPECIFY
MECHANIC ROOF
NON -CONFORMING
MISCELLANEOUS
SUBS
ELECTRIC GAS
LOT OF RECORD
FEES
REQUIRED
PLUMBING
FEES
DATE SENT TO ADDRESSING:
I
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
% 5' L310-31-13
DATE
COMPLETED
`'/
INTITALS
I
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE COMPLIANCE DMSION
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
1:,�>0125 will be using the following sub -contractors for the
(Company/Individual Name) j
project located at
(Street address or Property Tax ID #)
It is understood that if there is any change of status regarding the participation of any of the sub -contractors
listed below, I will immediately advise the Building and Zoning Department of St. Lucie County.
I
(Trade
Name of Company/Contractor
St. Lucie County/
State of Florida
License Number
Electrical
I
706
I
Plumbing
i
HVAC/
Mechanical
I
Roofing
Gas
i
I
I
)FFICE USE ONLY:
PERMIT ISSUE DATE:
NUMBER:
PLANNING & DEVELOPMENT SERVICES
Building & Code Compliance Division
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. 'Lucie County Contractor Certification Number:
/State of Florida Certification Number (If applicable): G� ��yO 42 7 O LO
have agreed to be the
(Company Name/Individual Name)
sub-contractor for
(Type of Trade) (Primary Contractor)
for the project located at �/�' lv /�Gl/ ��
(Project Street Address or Property Tax ID #)
It is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
i
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDv
i
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
I
ORIGINAL SIGNA RES ARE REQUIRED
i
SIGNATURE PRINT NAME DA
Business Name:
Address:
City/State/Zip:-7�5E7�1�1
Phone: (�00 — s email:
OFFICE USE ONLY:
PERMIT # ISSUE DATE
I
JOSEPH E. SMITH, CLERK OF '1'9E CIRCUIT COURT — SAINT LUCIE COUNTY
FILE # 3904037 OR BOOK ;' PAGE 2352, Recorded 12/05/2013 at -06 PM
NOTICE OF COMMENCEMENT
Permit No. Tax Folio No, yy�& - g03 - po_3,-) - C? oo -
State of Florida County of St. Lucie
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. � J
9
Legal Description of Property: (and street address If available), ei
General description of Improvement /c&MO0E/ �Ev�tcr r 1 /Co�.r15
I '
Owner Information or lessee Information If the Lessee contracted for the Improvement:
Name -T—vkn 1 - 'Zo I r'Y1c C�4 �
Address /-S3 L� Y7 [d �E /39� (sue Fr i m 0 i:E,4
Interest in property:
Name and address of fee simple titleholder (if different from Owner listed above):
Cgnr actar'sName:
Contractor Address: Lo /1 Phone Number: 77—Z-- /ado — 74, Y�
Surety (If applicable, a copy of the payment bond is attached): Amount of bond: $
Name and address: Phone number:
Lender Name: Phone Number:
Lender's address:
I
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:
Name: Phone Number:
i Address:
In addition to himself or herself, Owner designates of to receive a copy of the
Llenoes Notice as provided in Section 713.13(1) (b), Florida Statutes.
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 specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A N0710E OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 108 SM BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
my kno .ledge and bellef.
yq
(Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager
(Signatorly/s Title/Office)
I
The foregoing Instrument was acknowledged before me this / dayaf Y oy , 20L5,
ByC 2a F r'` ,� as for
Na a Per n , Type of authority (e.g. officer, trustee) Party on behalf of whom Instrument was executed
Personally known_ or produced Identification_
(Signature Notary Public - State of Flo a
(Print, T r Stamp Commissioned Name of Notary Pi b KELLY M PNWI:IN81ent (cation produced
(`}9 MY COMMISSION *FF043972
EXPIRES September 29, 2017
STATE OF FLORIDA (407) 39&0153 FrorldnNotaryservice.com
ST. LUCIE COUNTY
THIS ISTO CERTIFYTHATTHIS ISA
TRUE AND CORRECT C PY OF HE
,OR IG!NAL
Do-zn�.' 4v Clerk �n?�
Date
THESE PU.,_ _,AND ALL PROPOSED WORK Page. ,l �
SUBJECT TO ANY CORRECTIONS
;REQUIRED BY FIELD INSPECTORS THAT
tWAY 9E NECESSARY IN ORDER TO
' S E ODES.
4420-303-0032-Iarpumber: 1
SPAtI
(g )
b$M4
fIq
j� 1$
AIRCO�U�I'Yzron-G DIVISION
REVIEWED FOR OMPL V
REVIEWED BY
DATE
FLANS'AND PERMIT MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE MADE.
12
12
30
1$
GAA
( 552 )
24
Freedom Homebuilders, Inc.
1084 NE Industrial Boulevard
Jensen Beach FL 34957
W W R W Building Consultants, :�
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product
Category
ry
Sub Category
Manufacturer
Product Name
Swinging
Plastpro Inc.
Smooth / Wood Grain I White Wood Grain
Exterior
Exterior Door
5200 W. Century Blvd.
Rustic / Mahogany
Doors
I Assemblies
Los Angeles, CA
Series N Fiberglass Door
Phone 440.969.9773
InswinglOutswing - "Non -Impact"
Scope: Product Evaluation report Issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for
Plastpro Inc., based on Rule Chapter No. 9N-3, Method 1 D of the State of Florida Product Approval, Department of
Business & Professional Regulation.
i
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the
"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering
that complies with Section 1609.1.2 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered
architect.
6. See drawing FL-15213.17 for size and design pressure limitations.
Supporting Documents:
1. Test Report) No.
CTLA 900W5-3
CTLA 900W5-4
2. Drawing No.
No. FL-15213.17
Test Standard
101 /I.S.2-97
101/I.S.2-97
Prepared by
RW Building Consultants, Inc. (CA #9813)
Testing Laboratory Signed by
Certified Testing Lab. Ramesh Patel, P.E.
Certified Testing Lab. Ramesh Patel, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
3. Calculations Prepared by Signed & Sealed by
Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E.
4. Quality Assurance
Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro Inc. is
manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53.
Lyndon F. Schmidt, P.E.
FL PE No. 43409
2/24/2012
PF 1587 1 Sheet 1 of 1
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series N Fiberglass Door
INSWING / OUTSWING
"NON -IMPACT"
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 2010 Florida Binding Code
(FBC) structural requirements excluding the °High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as Fisted and spaced as shown on details. Anchor embedment to
base material shall be beyond wag dressing or stucco.
3. When used in areas requiring wind borne debris protection this product is required to be
protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the some as that shown
for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering
analysis by a licensed engineer or registered architect.
TABLE OF CON MS
SHEET#
DESCRIPRON
1
Typical elevation, design pressures, & general notes
2
Door panel details
3
Hor¢ontal cross sections
4
Vertical cross sections
5
Buck and frame anchoring - 2X buck masonry construction
6
Frame anchoring -1X tuck masonry construction
7
Endura astragal details
8
I B1 of materials, glaring detarl & components
a
74.OtP MAX OVERALL FRAME WIDTH +{
0 Z
z 3
� O
w 0
x
:v =
O O
b�
C b
4�VL RACG
D4)iR
iES[Gt t Pt(E SStiRE �Pj'
SWth1G
`
Pt�f11E
D9i1REttStbN .:
btA9):N;yfON
GIASS
�Y��
t't�Sf7lVJ;`.-
NEGA71�lE '..
INSWING
74.00" x 82.00"
21.00" x 63.00"
+47.0
-47.0
G1
OUTSWING
74.00" x 80.50"
21.00" x 63.09'
+50.0
-50.0
hr- ar: JK
r+c ec LFS
ROING rro_
Fi-752f3.1
RM7 _L OF 13
36.0
DOOR
PANE. WIDTH
21.W MA)L
D.L.O. WIDTH
40 DOOR PANEL
TERIC
TMOR
(1 HORIZONTAL CROSS SECTION
2
41 43 g "
<i
z n ov
42
41 8900 os
�dar$s
m
1.57
TOP RA►L LATCH i HINGE STILE
I3 Ceplff VC 17 Wood refnforcemenT
�- ::� I � �--1.�•--jam
Ur
�-- � Ll f`•�1 La
(FHINGE i LATCH SDLE �ZREINFORCEMEM WOOD BOTTOM BALL
CeL1Aor PYC For boic C PVC
11N I CRIVR CAIcmium
2 VEIMCAL CROSS SECTION
2
8
Q J
m
z u
re 02 16 12 =
N.T.S.
_ JK
K er us
wnro Im.:-- a
FL-15213.17 0
M.:r :z O 6
1-1/4' MIN.
EMB. (IYP.)
!L
1-1/4" MIN.
EMB. (1YP.)
EXTERIOR U H
y 11
4 HORIZONTAL CROSS SECTION
$ Shown w/1 X sub -buck
NOTE:
1. As noted in the test report astragal was attached
to the inactive leaf with I10) #8 x T psh sms and
(4) # 10 x 2-1/2 pfh sms for all 6'-8" (outsMng).
Astragal was attached to the inactive leaf with
(9) #8 x 3" psh sms and (4) #10 x 2-1 /7' pfh sms
for all 6'-9' (inswing).
1-1/4" MIN.
DAB. (TYP.)
p,
P ..
EXTERIOR
U v SEE EXTERIOR
U
v0
B 11 �v
9
27
2 NOTE t
11
6
— rl HORIZONTAL CROSS SECTION- — — —
2- HORIZONTAL CROSS SECTION —r-3-"\
HORZONTAL CROSS SECTION. —
\,jj aOftwingos-ituwing
390 Inswing3fl,
-hng
No. er: JK m
CW- an LFS 3
DFOLM No--_
_
FL-15213.17 "-
0
smr 3 a 8 "
— — ea
- Y
r_nZryr
O � C
EXTERIOR-""7f"`- INTERIOR
�1 VERTICAL CROSS SECTION
4 O� n�go awn -Inswing
EXTERIOR INTERIOR
- — — 1- VEIMCAL-CROSS SECnON
q Outswing configuration
za
fL
�m
t
A .� d d: a
. ' ®
EXTERIOR .."yf"`— INTERIOR
f-21 VERTICAL CROSS SECTION
4 Shown WIX sub -buck
EXTERIOR INTERIOR
%41 VEJMCAL-CROSS SECUON
Inswing configuration
oak ew 4JK
arc ew
LFS
-- -- DPAWM nFL-15m.4
i
g
8
T;.........................
N
II
�
- I
I I
Y
L I I
SE
"7E DETAIL
lea
bM-',gTT
n 1.
vN
MASONRY TYP. . HEAD I I2.
MASONRY^
TYP. HEAD & I I
27
$ 9 . 2 a
OPENING & JAMBS I I
OPENING
JAMBS I I
a m a a m '� y
I I
LATCH 3 DEADBOLT DETAIL
'; BUCK ASTRAGALRHOF�WN
FRAME
ASTRAGAL
FOR � i
I
REFESHOWRENCEENCE
2X BUCK
I I
�
F
No
ONLY I I
_ z3
O
w 9
I I
I
i
SEE DETAIL I I
I TYP. CAP SILL Z K
z
II
1.1° II
10
_
EJE
o YY
BUCKANCHORING
HINGEJAMB
FRAMEANCHONNG ASIRAGALSMKEJAMS
al
a ram
Masonry 2X buck construction
rm
HINGE DEUIL
L 3
• •
in
z
0
in
CONCRETE ANCHOR NOTES:
DETA112
1. Substitution of equal concrete anchors from a different supplier may have different edge
distance and center distance requirements.
2 Concrete anchor locations at the comers may be adjusted to maintain the min. edge
distance to mortar joints. If concrete anchor locations noted as hMAX. ON CENTER" must be
3
i
adjusted to maintain the mtn. edge distance to mortar(ofnts, additional concrete anchors
may be required to ensure the MAX. ON CENTER" dimensions are not exceeded.
3. Concrete anchor table:
0
� <
a 5
0
; fN.:ii:::
:fi
°zo
>.::::::.......:.......;:::•:G
.::a: l: EMEdNE4T:
:,:::::::D.,.....N:,.:........
1f -.57
i
z::::-:,,N,o
9408
e
z
N.T.S. °
ITW 1/A' 1-1/4
2-1/4" 3"
N 3
KELCO
1/4" 1-1/4"
-Iruwingconfiguration
1"DETAIL
I DEGIL I
r. LFS—
rFFL-15213.17
— Outswing configuration - — -
rro.:--
IT1N 3/16" 1-1/42-5/B"
2-1/�"
5 of 8
a,
J
TYP. HEAD 1L
MASONRY JAMBS
OPENING
FRAME
1 X BUCK
SEE DETAIL
II z
I I
II ASTRAGAL
SHOWN FOR
REFERENCE ONLY
TYP. ® SILL
SEE DETAIL
tl.
N
c HINGE JAMB FRAMEANCHORING
Masonry iX buck construction
N CONCRETEANCHORNOTES:
1. Substitution of equal concrete anchors from a different supplier may have different edge
o distance and center distance requirements.
2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge
distance to mortar joints. If concrete anchor locations noted as "MAX. ON CENTER"must be
adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors
emay be required to ensure the MAX. ON CENTER" dimensions are not exceeded.
3 3. Concrete anchor table:
i4j!1CHt5lt
:•<;:>71'P� _ a
:Afit,G .r lt'
;t;•;
.........
..................................;:s.
aE11.1................. .:i:
_.........EOA+FE........
t kA:i 4N s141�s:
.,.,,...:::...:: >::::::
_......AtlL.i�Si!!lRl'.............
> 11rf e2 ►:i t ::r s
,•:.::::::..;. ....,.:.., ...:::?i
I�tJA �AtLNrICHf?t%....
—11W - —
-1/4'
— 1-1/4'
-- - 2-1/2'-- —
— 3— -- -
I1W
3/16'
1-1/4'
2-5/8"
2-1/4'
ASTRAGAL SMXE JAMB
HINGE DETAIL
LATCH a DEADBOLTDEfA1L
� 3
O
DEiIL2
3
— -- — WAIL 1 — — — --
bowing configuration
sxa7 6 or 8 3
Al
LATCH (BLIND HOLE)
N
5
P
� a
DEAD BOLT (THRU HOLE) 125"
3 ^ aS
o �
3
f S2 o o a
2.%.l�
2.W
T
pi I
y0
U N •: � c
3.75'
— &&T
m�
Z* .6
10.75'
10.50"
8 9 0 o E s
g
18.7S 18M
26.75" i I 26.50'
0
�I
O
D
p
�o
O
0 ISM0
0�
Qa
68 A WMINUM ASTRAGAL AU MDLY
m
w
By Fnduro Product
a
a4
"Ilk
c
�
62 61 1 ��
67 65
�ZroP eo11'BETAINER
MATL 93I ANminum
VIEW A -A
19 Aluminum Asiragol Assembly
T
67 SUDEBOLTROD
t
MAIL Steel C4
1.75
I
�� WMINUM ASTRAGAL TOP MOLT RETAINER
-- -- — — — - — - By-EnduraProduct _ -- — - — — 61 -MATLTMHOPE_
w W. JK m
K BY: LFS 3
FL-15213.17 "
0
mEr 7 of $ d
BILL OF MATERIALS
ITEM
DESCRIPTION
MATERIAL
ITEM
DESCRIPTION
MATERIAL
A
1X BUCK SG >= 0.55
WOOD
20
FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS
WOOD
i 2
B
2X BUCK SG >= 0.55
WOOD
21
POLYFIBER JAMB
COMP. / VINYL
' N
C
1 /4°MAX SHIM SPACE
-
27
LATCH STRIKE PLATE
STEEL
p o z
D
1147 X 23/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
28
DEADBOLT STRIKE PLATE
STEEL
R ; ix
E
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
30
WEATHER -STOP 3647 HOLM INDUSTRIES
VINYL
a > m L $
31
OUTSWING BUMP THRESHOLD
ALUM./ WOOD
1 /4" X 23/4" PFH ITW CONCRETE SCREW
STEEL
32
VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND.
PVC
9 z o =
PG
3/16"X 3-1/4PFH ITW CONCRETE SCREW
STEEL
33
INSWING ADJUSTABLE THRESHOLD BY ENDURA
ALUM. / WOOD1/4"
x 3-1/4" PFH TTW CONCRETE SCREW
STEEL
34
INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP
ALUM./WOOD1
/4° X 2-1/4" PFH ITW CONCRETE SCREW
STEEL
40
DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
-
a $
J
1 X X 33/4" PF i ITW CONCRETE SCREW
STEEL
41
DOOR SKIN MIN. 0.075" THICK
FIBERGLASS
E
K
#9X 2-1 /7' PFH WOOD SCREW
STEEL
42
TOP RAIL
CELLULAR PVC
A
L Too
X Tim PFH WOOD SCREW
STEEL
43
LATCH & HINGE STILE
CELLULAR PVC
M
#9 X 2-1/4" PFH WOOD SCREW
STEEL
44
LOCK REINFORCEMENT
WOOD
o
N
3/16" X 3-I/T PFH ITW CONCRETE SCREW
STEEL
45
BOTTOM RAIL
CELLULAR PVC
z
0
3/16" X 1-1 /T PFH ITW CONCRETE SCREW
STEEL
46
POLYURETHANE FOAM BY NAP YA
POLYURETHANE
1
#10 X 2-1 /T PFH SMS
STEEL
47
CONTINUOUS LATCH & HINGE STILE REINFORCEMENT
WOOD
C3 o
"o
2
#8 X 3" PSH SMS
STEEL
49
GLAZING COMPOUND DOW 995
SIUCONE
a
3
FLUSH BOLT STRIKE PLATE
STEEL
55
UP LITE ODL/WESTERN REFLECTIONS HP
POLYPROPYLENE
m S
7
Q-LON 650 WEATHER STRIP SCHLEGEL
FOAM
56
GLAZING SPACER
ALUM.
8
COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL
FOAM
57
#8 x 11-1/T PFH LITE FRAME SCREW
STEEL
a
`'
9
4" X 4" BUTT HINGE
STEEL
61
43/4" LENGTH TOP BOLT RETAINER
HDPE
10
#9 X 1" PFH WOOD SCREW
STEEL
62
9-8/4" LENGTH TOP BOLT RETAINER
ALUMINUM
cl
11
#9 X 3/4" PFH WOOD SCREW
STEEL
65
ASTRAGAL BY ENDURA PRODUCTS
ALUMINUM
a
17
KWIKSET KEYED ENTRY - SIGNATURE SERIES
STEED.
67
SLIDE BOLT ROD
STEEL
18
—
KWIKSETDEADBOLT-SIGNATURESERIES 780
i 4.5---�{ 6"
xM
I
F-- 2.44' 213' —d
HEAD i SIDE
20 lamb
— 33 -ADJUSTABLE WWNGTHRUHOLD -- —
STEEL
4.W —
II I I
I-�— 2A4 � 213" —�1
HEAD i SIDE
21 PdY I�
4S6'
- - 3, ADJUSTABLE 1NSW H HRESHQLD
4.687
N THRESHOLD -
31 G BUMP TH
O.T GLASS 1" MIN.
BITE GLASS THK.
49 3 ?i: I ff TEMPERED
S i GLASS
AIR SPACE
OPTIONAL
DECORATIVE INSERT
j AIR SPACE
Y.,. 1/8"TEMPERED
- - - -- -- GLASS -
� 57
cn
z
0
in
o
z
Diw 914,
08
sum N.T.S.
DW& BY. K6
fff LF3
Dw- e%
� i �
st