HomeMy WebLinkAbout23-726060
BAR-0072•-2023
Issue Date: 11/21/2023
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
TTRIFIMM 11 1 11 -- I . 0
Complete Plans, Specifications add fee Must Accompany Application, All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
I -a 4 IN J4,1111 1111XV4 U 1 N *M111111102JI1101,1111 11: WIT
P.ui
PEfAIT OFFICE()
ITWOUT APPROVED INSPECTION
813-780-0020 City of Zephyrhills Permit Application Fax-813780-0021
Building Department
MONICA WATSON
Date Received 11 /20/2023 Phone Contact for Permitting ( 8 33 ) 269 -- 9965
Owner's Name REBECCA MEDINA Owner Phone Number 813-804-854,5
Owner's Address 39326 9TH AVE Owner Phone Number �—
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 1 39326 9TH AVE ZEPHYRHILLS, FL 33542 LOT #
SUBDIVISION SUNSET ESTATES PARCEL ID# 12-26 21-0300 00000-0370
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH
INSTALL X REPAIR
PROPOSED USE Q SFR Q COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK REPLACE 1 DOUBLE DOOR UNIT SIZE/SIZE FL15474.1
BUILDING SIZE—�� SQ FOOTAGE HEIGHT
=BUILDING $4299.00 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE O PROGRESS ENERGY W.R.E.C.
=PLUMBING 1$ 0
'72 -
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION t.
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY LOWES HOME CENTERS / PETER ANTHONY CAFARO III
SIGNATURE __ __ REGISTERED Y / N FEE CURREN Y / N
Address PO BOX 781993 ORLANDO, FL 32878 License # CGC1508417 ^�
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN I Y / N� j
Address License # �— I
PLUMBER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License #^T
MECHANICAL COMPANY
SIGNATURE REGISTERED Y / N--J FEE CURREN
Address License # �T
OTHER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN I Y / N
Address License #
�;fFitt#3��fB�i4�#i�5�€l1t€tiff€f�€€€Btlttt�#��f�Q@��Er
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans, (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
-PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations, The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy' or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowners Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner' prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection- Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida,
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
1 0 .
w Tag L I L - 41 ot A
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to (or affirmed) before me this Sub cribe a swor r i ed, before thl
� _ K
b il
022 has/have produced
0 is/ r me 0 as_have_ _duc�j Who is/are personally known to me or has/have produced Who is/ar me a h v prod -it ,X as identi
fication.
as identification. 0\ as identification,
—Notary Public f V V11
Commission No. Commission
Public
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped
A
.4
k
X 46 to MN
v,, STATE
Name & address
de&nck,
393ao q�h Ave
zep�\ y I F--
l I
ift
FLORIDA SERVICES SOLUTIONS INSTALLED SALES CONTRACT
LOWE'S AUTHORIZED REPRESENTATIVE SALES ID DATE CUSTOMER NAME
Laurence Izzo 1542164 10/24/2023 Rebecca Medina
STORE NO. STREETADDRESS
1854 7921 GALL BOULEVARD
CITY STATE
ZEPHYRHILLS FLORIDA
TELEPHONE
(813)838-9000
EMAIL
larry.izzo@lowes.com
STREETADDRESS
39326 9th Ave
ZIP CITY
33541-4319 Zephyrhills
TELEPHONE
8138048545
EMAIL
bebacita29@gniail.coni
LOWE'S CONTRACTOR LICENSE,7 LOWE'S REPRESENTATIVE LICENSE CREDIT/DEBIT CHECK
CGC1508417 (Certified GC), n/a
CGC1531687 (Certified GC),
CCC1326824 (Certified Roofing
Contractor) and #5990 (Valparaiso)
STATE
Florida
LCC CARD
ZIP
33542
GIFT CARD
This is only a quote for the merchandise and services printed below. This becomes an agreement upon payment and issuance of a
Lowe's receipt, upon pay -meat, the entire agreement, including the specifically completed pages of this document, the Terms and
Conditions included with this document and any other addenda and attachments hereto, shall be referred to herein as this "Contract,"
PLEASE READ THIS ENTIRE DOCUMENT, INCLUDING THE "NOTICES," "TERMS AND CONDITIONS," AND "ADDENDUM"
CONTAINED WITHIN THIS CONTRACT ON THE FOLLOWING PAGES BEFORE SIGNING.
INSTALLATION STREET ADDRESS
39326 9th Ave
A Lasma"T 1KWM"M1U"
CITY
Zephyrhills
STATE ZIP
Florida 33542
MERCHANDISE AND INSTALLATION SUMMARY: (LE, ITEM NUMBERS, COLORS, DIMENSIONS, CONSIDERATIONS):
MMI
am,
Lowes will install a Jeld-Wen steel French door. Door will be primed white, full-lite glass with grids between the glass.
Permit included.
Work is to commence upon reasonable availability of Contractor and/or any special order or customer made Good(s) which is
anticipated to be 01/31/24 . Estimated completion date is 02/29/24
CONTRACT TOTAL $4,299.00
Payment (100%) $4,299M
Store 1854 LOWES OF ZEPHYRHILLS— FL - Contract - 1339972 - Page 2 of 30
PL# FL15474-RG
Application Type Revision
Code Version 2020
Application Status Approved
*Approved by DBPR. Approvals by DBPRshaU be reviewed and ratified bythe PDC
and/or the Commission if necessary.
M.
Product Manufacturer JELD-WEN
Address/Phone/Email 3737Lakepnrt Blvd
Klamath Falls, OR970V1
(000)535-3936
fbc1@je|d'wen.com
Authorized Signature Rylem6ummer Fricks
rbcI@je|d+wen.com
Technical Representative ]ELD-WENCorporate Customer Service
Address/Phone/Email 3737Lakeport Blvd.
Klamath Falls, OR976O1
(800)535-3936
customeoemiceagenrs@je|d-wen.ounn
Quality Assurance Representative
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By National Accreditation & Management Institute
Referenced Standard and Year (of Standard) jtgjjg1Ud
YSM
ASTME330
2002
AsTME331
ZODV
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/29/I020
Date Validated 10/05/2020
10/11/2020
Fl. # I Model, Number or Name
15474.1 Contours Steel, Wood Edge
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure. +35/-35
Other:
EM13 =.
12'-0" x 8'-0", Glazed Inswing and Outswing Door with
Sidelites
Certification Agency Certificate
EL154Z4 R5 Q CAC 1JjQJ1QL4-R3.p_df
Quality Assurance Contract Expiration Date
04/30/2026
Installation Instructions
FL15474_R5,_�11D �_SWE
FBC SS 20_2Q-02-25,p•jf
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL15474 R5,, 6E PER6Z94 SS 2020-09-25Lp_df
Created by Independent Third Party: Yes
JELD-WEN DOOR
INSTALLA71ON DETAILS
STEEL 24 GA, WOOD EDGE
FULL LITE NON -IMPACT
UP TO 12'-0" X 8'-0"
O S ING/INSWING GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (LB.C.) & INTERNATIONAL RESIDENTIAL
CODE (I.R.C.) AND THE CURRENT FLORIDA BUILDING CODES (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE
TO ASTM E283-04, E330-02, E331-W AND AAMA 1304-02.
2. 1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK
MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.65 OR GREATER.
3, PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS
FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,
4. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS
FOR NON -IMPACT RATED DOORS. FOR OTHER IMPORTANT 148 7/8" MAX. FRAME
INSTALLATION INSTRUCTIONS, REFER TO JELD-WEN 37 112' MAX. _ _-.74" MAX. FRAME —�
DOCUMENT PJIIi06 (INSTALLATION INSTRUCTIONS FOR FRAME TYP.
PRE -HUNG ENTRY DOORS) FOUND ON THE JELD-WEN D.L.O.
WEBS(TE: JELD-WEN.COMAEARAVRESOURCEN SHT.
INSTALLATION & FINISHING/
[5�>FLORIDA APPROVED SHUTTERS
r / r
ARE NEEDED WHEN IMPACT PROTECTION F
IS REQUIRED, z /
D, / \
6. FOR DESIGN PRESSURE RATINGS,
SEE TABLE 1, SHEET 1. ifl g
7. ALL FASTENERS IN WOOD SHALL Z Z LL
O
BE COUNTERSUNK 3/16" DEEP. # a
ar
O
EXAMPLE: 3l16"----{
J O � /
i
37 112" MAX. O.A.
FRAME
I��`I
i
NON -IMPACT
SEE SH'
E
LLI
z Ie
e
�zo
O /
�
1
"
t
gcTIVE
FIXED
OPAQUE
FULL LITE
3-0 X 8-0 ELEVATION
SINGLE
(X) & (0)
6-0 X M ELEVATION
DOUBLE (OX)
r X :r ELEVATION
r• r�r- v r • �
— DESIGN PRESSURE
SIZE
QUALIFIES: FULL LITE ACTIVE PANELS WITH NOWNPACT GLASS SOELITE 6
MAX. PANEL WIDTH 2 35 3!4
8-0 TALL SYSTEMS:
(XX)(XXO)(OXXO)(x)(OX)(xo)(oxo)
PQSITM1/E
OUTSWING
—... _____-- + 35
NEGATIVE
INSWNG POS7TNE
+ 35
NEGATIVE
_ 35
COMPONENT LIST
ITEM DESCRIPTION
MA�EQ.
.
1 NON -COMPRESSION SHIM (0.25" MAX. THK.)
2 : 2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER)
EO.
3 1x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER)
4 #10 WOOD INSTALLATION SCREW W/ 1 112" MIN, EMBEDME
WOOD
STEEL
AS REQ.
AS REC.
5 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT
STEEL
AS REO.
6 19 X 2 1/2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
2 OR 4
7 #8 X 2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
AS RECI.
8 #9 X 314" PHILLIPS FLATHEAD WOOD SCREW
STEEL
30 OR 60
9 1" OA. IG NON -IMPACT FRAME GLAZED BY ODL
_
PDiypropy)ene
1 OR 4
10 LOCK SERIES 400
STEEL
I
11 DEADBOLT SERIES 660
12 FLAT LITE KIT
t 3 ADA THRESHOLD
—_
STEEL
ALUMINUM
--
ALUMINUM
1
1
1
NOTE: IF PRODUCT IS CONSTRUCTED USING THE OUTSWING ENDURA
FOB4566 (SHOWN BELOW), THEN PRODUCT DOES NOT REQUIRE
eK
OVERHANG PROTECTION. OTHERWISE, REMAINING SILLS LISTED ON
I
SHEETS 3 THRU. 6 HAVE NOT BEEN RATED FOR WATER INFILTRATION.
IF AUTHORITY HAVING JURISDICTION VALIDATES OVERHANG
o
I > n M e
THAT PRODUCT MEETS THIS ANDIOR OTHER LENGTH
I c,
m a, v `
1
REQUIREMENTS,
LISTED PRODUCT
MAY BE USED
r
O v�
C
WHEN INSTALLED
AT LOCATION ENDURA F0645645 _
PROTECTED BY
E i<
m ro
OVERHANG SUCH THAT OVERHANG (OH) RATIO = m
OH LENGTH _ OH HEIGHT IS ? 1.0
OVERHANG
RATIO C
i-�-75" MAX. FRAME 112 112" MAX. FRAME �-^- 74" MAX. FRAME-{ i w
I I �>
r• a
IOTES....6.o.N, & ELVATICMtS
- ___ ___
RSWING BOX MULLING DETAILS
iL AND HORIZONTAL SECTIONS IN WOOD 1 oilTa#o "NUM. CHANGE nz ie..
HORIZ. SECTIONS IN MASONRY/CONCRETE """" ""
152O12FL TO DOM59
AND HORIZONTAL SECTIONS IN WOOD "-""-"— --
AbA THkE5r10lb AfYC1ED
INSWING "—OHS IN MASONRY/CONCRETE N� DAT€
14RII. SECII
..._ ANCHORING DETAILS___—..-_____.__
9-0 X B-0 ELEVATION
TRIPLE (OXO)
Digitally signed by Hermes F Norero
Reason: I am approving this document
Date: 2020.09.26 09:01:52 +02'00'
a
�
r
l�
Lu
In
J F.J
u- UJ
00
x
® L
M
La a�
s �
Z
Ui
LU o
F- z
N
=: z12s12o12
NONE
G.LUBBECXE
a K s S.SAFFELL
D.wW No.:
D015859
v ee 1 ar 7
MAX. 4 UNITS
EXAMPLE: OXX0, OXO, OX
7-#8X2"
APPLY DAP ALEX PLUS SILICONE
PFH SCREW AT
EACH MULLION TYP,
OR EQUIV. BETWEEN
JAMBS BEFORE MULLING
Z
FIXED
ACTIVE
0
CL
t
INTERIOR 1/8'TEMPERED
9 SIDE GLASS
SIDE
1 3/4" I'MAX.
L3/4' AIRSPACE
3/8' MIN.GLASS
1318" � BITE
DETAIL B2
NON -IMPACT GLAZING DETAIL
MAX. D.L.O: 21 1/8"X 79 1/8"
DETAIL A2
(7) FASTENER LOCATIONS AT
DOtJR[ fV�-'_-AWACWlfPlJT
ODL LIP -CITE NON -IMPACT
3-0 X 8-0 SHOWN
Ir2 MIN_
SEALANT INTERIOR
GLASS BIT
7/8- TEMPERED GLASS
Lu
z:
w, >
0
• 6
0 m
E o
(n
z
CA
ui
L U,
L
x
C4
z
<
•
•
Rr
10
w"Ifig ff�-�
1 1/2" MIN,
EMB.
T- F-
717
1/4"
47V�aRIOR
MAX.
SHIM
SEE NOTE #7 J
INTERIOR
ON SHEET I
VERTICAL GROSS SECTION
HEAD JAMB
I 112"MIN,
EMBED
MA
X.
/EMBED.
LNOTIE #7
ON SHEET 1
I- MIN. 1" MIN. 4 1
INTERIOR EXTERIOR EXTERIOR
1 112" MIN.
2
EMB. i
1 112" MIN.
MBE'.
1Df4:>4
1/4"
I
V MIN
INTERIOR
MAX.
MIN
SHIM EXTERIOR
OUTSVWNG OPERATING UNIT
I 10MIN
SEE NOTE #7 INTERIOR
VERTICAL CROSS SECTION
EMBED.
ON SHEET 1
OUTSWING FIXED UNIT
,f4
VERTICAL CROSS SECTION
INTERIOR EXTERIOR
HEAD JAMB
1 1/2'MIK
2
EMBED.
HINGE DETAIL:
TOP = 6 SCREWS (ITEM #8),2 SCREWS (ITEM #6)
CENTER = 8 SCREWS (ITEM #8)
BOTTOM = 8 SCREWS (ITEM #8)
V 1" MIN.
I'MIN
SEE NOTE 4
ON SHEET 1
1/4'MAX.
SHIM
1/2"MIN.
EMBED.
OUTSWING LATCH JAMS AT FRAME
- M HORIZONTAL GRSSSECTION
1" MIN.
TI//,/ /\j, 1"MIN,
1/4" MAX,
SHIM "
SEE NOTE #7
ON SHEET I
EXTERIOR
1" MIN —
OUTSWING FIXED UNIT
Wifft"ll,
T 1" MIN
V MIN
OUTSVWNG OPERATING UNIT
VERTlCAL--CROSS SEC-716W
[DE> 4 6
0 0
13 to
m UT
1 3/4'MIN
EMBED.'I -------- --o
z
V MIN 1"MIN -------- uj 0
OUTSWWNG OPERATING UNIT Lu kn
VERTICAL CROSS SECTION
ADA SILL LL 2
Ld
NOTES: C? 1 6
co N
FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X SUCK OR x w
1X BUCK CONCRETEIMASONRY OPENINGS, SEE SHEET 4. C, 00
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION z
OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND La II <
EDGE DISTANCE ARE ACHIEVED.
Lu 0
[3::> ITEM #6, (#9 X 2 V2-) TWO SCREWS TO BE uj Z 0�
w
HINGE AT JOB SITE, CLOSEST TO WEAT >
AT SILL, PLACE ANCHOR IN SILL BAS E
4
MAXIMUM SUPPORT.
N .7
dZ: 2/23/2012
� s OF NONE
G.LUBBECKE
11/2'MIN. "I S.SAFFELL
EMBED.
OUTS HINGE JAMS AT FRAME 398 E. D 81�0 t038 � D015859
L 4.100� r --- ---- ---- -
HORIZONTAL &Ro§s-`SEcfroN FBPE CER'. ". 6.29s78 3 7
CONCRETE/ 6--- 1" MIN. 1" MIN. ----
II-- - 1" MIN. -- l" MIN. - -- t" MIN. _--- 1" MIN. -----! MASONRY SEE NOTE #7 1 1/4' ^
8Y OTHERS TYP. ON SHEET 1
1* MIN. — 1" MIN. -- INTERIOR MIN, t"MIN. -._-
1 1 /4' �- EMB.
MIN. 1' MIN. t" MIN.
EMBED � � a 5 INTERIOR EXTERIOR EXTERIOR
-- 5 1 114" MIN. f / 5 a j j j 5
` EMBED j% /
2 2 CONCRETE/ -L _ 3
CON RCETE/-/ 1 1 a" + ti MASONRY _�_-_
MASONRY —__-- ' MIN. }_ a ! 1 1/4' MIN • a o BY OTHERS 114-
BY OTHERS / EMBED / , - `f • a 6� �., EMBED SHIM
/ / l" MINI- MIN T. -......- i" MIN ----•i INTERIOR
1/4" / EXTERIOR MAX. / 3 5---{ 1" MIN EXTERIOR
MAX. SHIM EXTERIOR OUTSW►NG OPERATING UNIT
SHIM VERTICAL CROSS SECTION OUTSWING FIXED UNIT SEE NOTE #7 OUTSWING OPERATING UNIT
INTERIOR SEE NOTE #7 INTERIOR VERTICAL CROSS SECTION ON SHEET 1 VERTICAL CROSS SECTION
SEE NOTE #7 ON SHEET 1 SILICONE AT SILL OPTIONAL 1X SUCK
ON SHEET 1 OUTSWING OPERATING UNIT OUTSWING FIXED UNIT
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
5 2(1 HEADJAMe HEAD JAMB � i
INTERIOR EXTERIOR CONCRETE/MASONRY '"'�
+ 1 HINGE DETAIL: BY OTHERS
t TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6) 1 1/4" MIN. - 5 3 -
C y CENTER TOP = 8 SCREWS (ITEM #8) EMBED
} CENTER BOTTOM - 8 SCREWS (ITEM #8)
1" MIN(a \ BOTTOM = 8 SCREWS (ITEM #8)--
1" MIN. o t 1" Fi
a
�\ INTERIOR $ • N: \0 m m m
8 4X �-- 1°MIN 1"MIN -� a ,v
2X \ OUTSWIN 3 OPERATING UNIT \\ w o m
9° MIN.( i" MIN. \ } VERTICAL CROSS SECTION \
1' MIN.
+
\\\ 90 u u
¢ i14" MAX. SEE NOTE #7 1' MIN. ITEM #7 -SE SHEET t y M o m
SHIM ON SHEET 1 /
1 114" MIN ` ,.� 1J4" MAX. m le a L-
SHIM
a.
EMBED' FIXED UNIT 2 Ci 2X /
/ t 1
HORIZONTAL CROSS SECTION / � MIN. EMBED
OUTSWING snowN / 1 2 7 2X OUTSWING OPERATING UNIT
HORIZONTAL CROSS SECTION J w
EXTERIOR 9 " MIN. OPTIONAL 1X BUCK J
EMBED JJ
1' MIN. " a T O K
• 1" Ico
N. 5 2 f X J Z
!'MIN. \ / 1" MIN. o 00
\ INTERIOR / " [ t"MIN. z }
a zZ
1"MIN. � ui � < vpppZ�
1* MIN. IN
•• \\ �,.�`i"M. a \ `®tt`iIIIJtD)J®, w O
uj
W \\ SEE NOTE #7 // 1" M1N. + (\ SEE ,. �I/ z
t" MIN. 1 ON SHEET t 5
f ? 5 1/4" MAX, L�� 1" MIN. < \\ ® +®` J 3
+r
1/4" MAX. SHIM np ° rn
j 1 114' M1N. SHIM I EMBED. ( 1" MIN. + j
(
EMBEp. oft:2/23/2012
OUTSWING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME 1/4" MAX. ^; HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION NONEttt--------- SHIM .r., '� Q
NOTES: 4 .-G.LUBBECKE
11�
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CRETE/MASONRY
MIN.
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. BY OTHERS EMBED P® S.SAFFELL
ITEM #6, (dI9 X 2 9/2") TWO SCREWS TO 8E INSTALLED IN TOP HINGE AT JOB SITE ,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALLosavrtxcwo-
CROSS SECTION OF HEAD JAMB OR SIDE .IAMB 398 E. B T4s 38 D015�53
�®A AT SILL. PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE CER� s 0. 25578tT 4 7
1" MIN. 1" MIN. 4
i__ — a 2
1 V2" MIN.
EMS.
MAX.
SHIM
SEE NOTE #7 EXTERIOR INTERIOR
ON SHEET 1
INSWING OPERATING UNIT
VERTICAL CROSS-SECTION
HEADJAMS
1 1/2" MIN.
EMBED
114' MA.
SHINI
_�. �SEE NOTE #7
'rON SHEET 1
11 MIN F,
EXTERIOR
1* MIN
INTERIOR
FIXED UNIT
HORIZONTAL CROSS SECTION
INSWING SHOWN
[T>l* MIN.
m
1" MIN.
VMIN. 4
1 1/2' MIN..
EMS.
114"
MAX.
SHIM
1 1/2' MIN.
SEE NOTE #7
EMBED.
ON SHEET
1 EXTERIOR
INTERIOR
INSWING FIXED UNIT
VERTICAL CROSS SECTION
HEAD JAMB
HINGE DETAIL:
TOP = 6 SCREWS (ITEM #8), 2 SCREWS (ITEM #6)
CENTER TOP = 8 SCREWS (ITEM #8)
1" MIN
1. MIN ----�
INSWING OPERATING UNIT
VERTICAL CROSS SECTION
i—
EXTERIO
i-- I
I 1/2"MIN.
EMBED.
I- MIN 1-MIN
INSWING OPERATING UNIT
INTERIOR VERTICAL CROSS SECTION
CENTER BOTTOM = 8 SCREWS (ITEM #8)
1 1/2 'AIN,
2
BOTTOM 8 SCREWS (ITEM #8)
M
D
EMBED.
C2X
0
>
rn T 8
w 00 0
Z 0 co m
00
li
INSWING OPERA77NG UNIT
1 "
VERTICAL CROSS SECTION
13/4'MIN.
EMBED.
EXTERIOR
INTERIOR
1"MIN "MIN 11
•
a.
INSWING OPERATING UNIT
2 6 3
VERTICAL CROSS SEC77ON
ADA SILL
INTERIOR ^1 1/2' MIN
amm=lwl
1" MIN
SEE NOTE #
T_ 4 1 ON SHEET 1
.1/4" MAX
SHIM
I 112'MIN.
LA EMBED.
INSWING LATCH JAMS AT FRAME
HORIZONTAL CROSS SECTION
EMBED.
x cp
0 po
VMIN.®1-
MIN
Lu
8
4
1-
MIN -�--
<
INSW
uj 0
NOTES:
7rF
ER
V T,
as
W
F_
(A
04
Lu
>
FOR PLACEMENT OF ITW TAPCON ANCHORS
IN 441b
2X BUCK OR I X BUCK CONCRETE/MASONRY
OPENINGS. SEE SHEET 6
1" MIN.
N
cv
OPTIONALLY, ANCHOR CAN BE PLACED IN
.7
wFE. 2/2312012
NARROW SECTION OF HEAD OR JAMB AS
LONG AS MINIMUM EMBEDMENT AND EDGE
E
SHIM
DISTANCE ARE ACHIEVED.
s
OF
NONE
vw. e : G.LUBBECKE
1 1/2"MIN.
c— � S.SA FELL
EMBEDITEM #6, (#9 X 2 112-) TWO SCREWS TO BE
INSTALLED IN TOP HINGE AT JOB SITE,
IF
.73
INSWING HINGE JAMB AT FRAME CLOSEST TO WEATHERSTRIP,
HORIZONTAL CROSS SECTION
398 E_
%
B�_ Tlj�% 38
DRAW NG Na.:
D015859
[:4D AT SILL, PLACE ANCHOR IN SILL
D &)a
L $
BASE MATERIAL FOR MAXIMUM SUPPORT
FBPE CERT.'
MM.146. m7$
-11T 5 OF
7
CONCRETEIMASONRY
OTHERSBY- V MIN. -T' MIN, CONCRETE/MASONRY
1'MIN. 1 MIN
11MINI I MIN, BY OTHERS
C11 EXTERIOR INTERIOR EXTERIOR
N. VMIN. MIN D 1' MIN. /j,05
EMBED EMMSE
t 114*
MIN EMBED
Ry EXTERIOR JLN- =3 EXTEROR
14* MIN_
EMEIEEi
2
MIN I" MIN I"MIN 1` MIN F4
MAX..
MAX INTERIOR SHIM INSWING OPERATING UNIT INSWING OPERATING UNIT
S H t*WM SEE NOTE 97 EXTERIOR INTERIOR VERTICAL CROSS SECTION VERTICAL CROSS SECTION
4�'_m 4n
114" ON SHEET I
SEE NOTE #7 J INSWING OPERATING UNIT INSWING FIXED UNIT
ON SHEET t VERTICAL CROSS SECTION VERTICAL CROSS SECTION
HEAD JAMS HEAD JAMS
EXTERIOR INTERIOR EXTERRUPR K7E
RfOR
"3
14* MIN. T2 �l (_5�73
EMBED, 3
54
I 114"mlN, 1 1/4" M'I EMBED EMBED
INTERIOR
171
r MINJ
HINGE DETAIL:
I, TOP = 6 SCREWS (ITEM #8),2 SCREWS (ITEM #6_��
— I-miN. 1. MIN,
1 1/4"
MIN.
Li
E
5
CONIC R
MASONRY
BY OTHERS
MAX.
SHIM
INTERIOR
EXTERIOR
SEE NOTE #7 1
ON SHEET
I INSWING OPERATING UNIT
VERTICAL CROSS SECTION
OPTIONAL IX BUCK
I'MIN, CENTER = 8 SCREWS (ITEM #8
I -MIN I* MIN ®�
EXTERIOR BOTTOM = 8 SCREWS (ITEM #8) 1'MIN
INSWING OPERATING UNIT INSWING FIXED UNIT
VERTICAL CROSS SECTION VERTICAL CROSS SECTION 'o' C�
11 MIN 4) 4
TE #7 CONCRETE/MASONRY
FIXED U ON SHEET I 2X I I 4X BY OTHERS
HORIZONTAL SECTION
rl E o m
�5 INSWING SHOWN INTERIOR �c 13
E�)o 2 6
'I'MIN. uj 0
7 2X
EXTERIOR
Li 521 < tu
4 C>
I 7/4'MIK fn
MIN \-SEErrEM*7 104 lw
x z
11 MIN. EMBED 1- MIN.'* ON SHEET I C,
11 MIN. 1-MIN 00
IWMAX - = �4
EF)i TID b mg,
0 2 1 SHIM u� < z
RIM
NN. MIN. EMBED
"M
EtNO
NIT �40
2X
11 MIN. z
IN
ON SHEET 11 MI I "u)Vf,�,
MIN. H 0
>
1W MAX t PAC
SEE NOTE #7 I'MIN. uj
uj
IN U z
5 z
1/4* MAX SHIM SEE NOTE #7
1 114' N. L IWMIN. ON SHEET I
SHIM EMBED. -ft
EMBED. I'MIN_ L -7
INSWING HINGE JAMB AT FRAME IINSWING LATCH JAMB AT FRAME .M N_ 2123/2012
HORL70NTAL CROSS SECTION HORIZONTAL CROSS SECTION Z�:NONE
1/4'MAX. G.LUBBECKE
NOTES: SHIM
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED, 4 e S.SAFFELL
ONCRETEIMASONRY 1 112- MIN. . .... .73
BY OTHERS EMBED 398 E. B '�'Y38 D01Qeavm 5859
D21TEM #6, (#9 X 2 1/2-) TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRYICONCRETE INSTALL D A
AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. CROSS SECTION OF HEAD JAMS OR SIDE JAMS FBPE CERT..29578 — 6 o,, 7
uj Lu
I I III , W
9A*l=wil0*lV!Iz4
49" MAX. O.A. FRAME
C7 3" Typ.
j jJ
-7-7 Fi —"I'll—I
74' MAX. O.A. FRAME
3" TYP. 1 3" TYP.
Z
C7 C7
z
o z
I B
Lu Lu -
ILL.
A
0)
to
) -- —u/
II x ii I
-- ----
6-0 X 8-0 OUTSWING/INSWING
107 Lj (30) ANCHOR LOCATIONS D'Ll 0 (FROM EDGE OF FRAME)
0. .
----''-75" MAX FRAME --- ems{
6—
12-0 X 8-0 OUTSWING/INSWING I
1----3" P. 3- P, ni 31 Ty
(50) ANCHOR LOCATIONS
(FROM EDGE OF FRAME)
112112" MAX FRAME 'z
3- TYP.
6-0 X 8-0 OUTSWINGANSWING
6 . TYR
P:f 1143—Typ)�)
3- -VP.1--'-TJY
9-0 X M OUTSWINGANSWING
(38) ANCHOR LOCATIONS
(FROM EDGE OF FRAME)
1- BOTTOM ASTRAGAL
-2- #8 X 3" PFH STRIKE PLUG
SCREW
I TOP ASTRAGAL
STRIKE PLATE
_ 1- BOTTOM SHOOTt— DETAIL 137
_DETAIL C7 C7 DETAIL _D7-D7 BOLTINSERTPLUG DE A[ D7-D7
(10) ANCHOR LOCATIONS
001SWING OR INSWING OUTSWr ONLY INSONr ONLY AT ASTRAGAL
37 112' MAX, CL L
O.A. FRAME
3" TYP.
0
DETAIL A7
(LEFT MULL SHOWN,
RIGHT MULL OPPOSITE SHO=
I FoA
90"
I
orr <
7 ' o
2/2312012
NONE
W.9f:
OF
Z**. ay: G.LUBBECKE
CEIN 8
E% 3
0- D015859
29578 sHET 7 cl 7