WS-08-2172•
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 120359
Scheduled Inspection Date: July 28, 2009
Inspector: Bruhn, Norman
Owner: DIAZ, MARIA
Job Address: 245 NE 99 Street
Miami Shores, FL 33138-
Permit Number: WS -12 -08 -2172
Project: <NONE>
Contractor: SIBILA DEVELOPMENT & CONSTRUCTION CORP
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number
Parcel Number 1132060134550
Phone: (786)286 -4732
Building Department Comments
REPLACE REAR FRENCH DOOR WITH COMPARABLE
Passed L
7
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 119890. 1. DOOR MUST BE
FASTENED PER PRODUCT APPROVAL.
1..1.. 17 7flflfl
For Inspections please call: (305)762 -4949
D....e 47 ..f 74
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle).
Owner's Name (Fee Simple Titleholder)
Owner's Address
City 94.`"fat.4- c ��JttiC',S
Tenant/Lessee Name
Roofmg
}`1A A. Di
State
Job Address (where the work is being done)
City Miami Shores Village County . Miami -Dade Zip s 13 a
FOLIO /PARCEL #
d -,
- L hC 1 7 T113
BY:
Permit No. l✓ I S °� fs
Master Permit No.
Phone #
30 .3CZs -Yg00
Zip
Phone #_
Is Building Historically Designated YES
Contractor's Company Namur L `° i\ t\)
Contractor's Address € (l 0
AA l State 4--
City
Qualifier Name
NO
Phone #
State Certificate or Registration No.C.GC 1--CO
Zip 1
Phone # 7 ?G — V 6" 4 7 3 2_
Certificate of Competency No. - --`r"
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ 260
Type of Work: _ ['Addition ['Alteration
Describe Work: eVlt R.,e.A�.
Square / Linear Footage Of Work:
['New Repair/Replace
ca e .J (2, , � eau MA,
0 Demolition
:V ` * *****�**** *** ** * ** * *** * ** ** ** ** * ** ***Fees* *** *******
I221 ttal F eeS ICJ Permit Fee $
Notary $
Scanning $
Bond $
Structural Review.
Training/Education Fee $
Radon $
DPBR $
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
CCF $ Cia/CC
Technology Fee $
Zoning $
Double Fee $
Total Fee Now Due $
-. hr.
O 1,17E8 §i l Se f�zi .
JAN 87 ,
MIAMI Si ORES VILLAGE
if`
Bonding Company's Name (if applicable) ( C
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. 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 a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR -`
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: Asa condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job,site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice,' the
inspection will not be approved and a reinspection fee will 'be charged.
Signature
The foregoing instru
day of , 20 A., by krifIc 66 , day of ' . , 20 , by I K – Sii3 IL /1- ,
who is nersonallxknown to me or wired who is personally known to me or. educuct—
who did take an oath. i tentification and who did take an oath.
Ow, or Agent
nt was acknowledged before me this /344 —The foregoing instrument was acknowledged before me this
Signature
Contractor
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
* * * * * * * * * *. * * * * * * ** * * * * * * * * **
APPLICATION APPROVED BY:
(Revised 07/10/07)
Fr' %''••
EXPIRES: November 30, 2012
* es* BondedThru Notary Public Underwriters
RECO M. SE CA
NOTARY PUBLIC:
Sign:
Print:
My Commissio
* * * * * * * ** ** * * **
Plans Examiner
Engineer
Zoning
Re'- Lio,A 0 : r
EE„ 1 7 2N8 i_
BY: 11\-----
WINDOWS/DOORS /SHUTTERS
WIND LOAD CALCULATIONS
Please fill in the information requested:
ADDRESS OF HOME
-z P3E 6,9 s!
HIGHEST POINT OF ROOF (6 -9
SAVE HEIGHT OF ROOF Sts
,� a
BUILDING WIDTH `J" 1
29
BUILDING LENGTH
J,d MLao nuS
The site specific plan must show the distance of the openings from the nearest corner.
Wind Loads per RFBC 301.2(2) & 301.2(3) 150mph exposure C
Mean Roof Height Zone 4 & 5 ( +)
1' —15' + 49.0
15' —20' + 52.3
20' — 25' + 54.7
Zone 4 ( -) Zone 5 ( -)
- 53.1 - 65.6
- 56.6 - 69.9
- 59.3 - 73.2
*Zone 5 is any opening within the corner distance from any corner.
*Corner distance is .4 x mean roof height or .10 x width , but not less than 3'
PERMIT #:1 NS
Miami Shores Village
APPROVED BY
ZONING DEPT
BLDG DEPT
SUBJECT TO COMPLIANCE MTH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
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BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVLSION
NOTICE OF ACCEPTANCE (NOA)
Jeld -Wen, Inc. (OR)
3737 Lakeport Boulevard
Klamath Falls, OR 97601
SCOPE:
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 372 -6339
www.miamidade.gov/buildingcode
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION:
Series 6'8" W/E Outswing Opaque Steel Doors - L.M.I. -w/wo Sidelites—N.I.
APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel
Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites", sheets 1 through 8 of 8, dated
09/11/2001 with revision D dated 07/11/2007, prepared by PTC, LLC, dated 07/19/2007, signed and sealed
by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING:
Large Missile And Small Missile Impact Resistant/ Non - Impact Resistant
LIMITATION:
Miami -Dade County Approved Impact Resistant Shutters are required for Double Doors and for Sidelites.
LABELING: Each unit ghall bear a permanent label with the manufacturer's name—or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed
by the expiration date may be displayed in advertising t eratvr g. If way p ion •of the NOA is displayed, then
it shall be done in its entirety. •
INSPECTION: A copy of this entire NOA shall be p� ovic4e t0 a;Or Wtheclanufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA # 02- 1211.18 and consists•Qi:tlu §page•l. andavidence page E -1, as well • • as approval document mentioned above. . • • •
Th 'tted •
documentation was reviewed b J p •aedn Is.• •
Y aim G �• • •
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to
o T (;%
121411•")
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NOA No. 07- 0731.04
• • • J pigation Date: August 15, 2012
Approtal Date: December 20, 2007
• • • . • Page 1
••• • •
Jeld -Wen, Inc. (OR)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door
Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8,
dated 09/11/2001 with revision D dated 07/11/2007, prepared by PTC, LLC, dated
07/19/2007, signed and sealed by Eric S. Nielsen, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 202 -94
4) Forced Entry Test, per PA 202 -94
5) Cyclic Wind Pressure, Loading per PA 203 -94
6) Large Missile Impact Test, per PA 201 -94
along with marked -up drawings and installation diagram of Outswing and Inswing
wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report
No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E.
(Submitted under NOA# 02- 1211.18)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2004,
prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E.
Complies with ASTM E 1300 -02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None •
F. STATEMENTS
1. Statement letter of conformance, no financial interest and compliance, dated
07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E.
2. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified
Testing Laboratories, dated 04111/2002, signed and sealed by Ramesh Patel, P.E.
(Submitted under NOA# 02- 1211.18)
3. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified
Testing Laboratories, dated 11/1112001, signed and sealed by Ramesh Patel, P.E.
(Submitted under NOA# 02- 1211.18)
G. OTHER
1. Notice of Acceptance No. 02- 1241A& ifsiec tp 3eJxI -yen, Inc. (OR) for their Series
"Outswing Opaque Wood Edgy Steel Doti 1p to:1C►7"x • 6'-8" Units ", approved on
01/30/2003 and expiring on 08#1,3/2047 ..• • • • ' • • •
•
• ••• • • • ••• • • • CT �Jafine D. Gascon, P.E. • • • • • •
• • • • • • . • : Chief, Product Control Division • • •• • • • • NOA No. 07- 0731.04 •
Expiration Date: August 15, 2012
Approval Date: December 20, 2007
... 1• • • ••• •
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• .• .. • • • .. •.
.•• • • • ••• • .
GLAZING DETAIL
ODL LITE FRAME SINGLE PANE
1/8" TEMPERED GLASS
SPARTECH
POLYCOM PP5530 C13
GLAZING DETAIL 3
TRINITY LITE FRAME
1" INSULATED TEMPERED GLASS
LUPOY EU -5007
EXTERIOR
• •
• • •
•• •
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'ROtUCT REV1SEo
s cnmgiyin8 with dre Florida
Deding Code
Accepts= ��'��
$hya� ade Pro ud Coatr.l�
Division
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0.50' MW. 0.125' TEMP. 0.250" AIR •
GLASS THK. GLASS SPACE • • •
• • ••••
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•• • •• •
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INTERIOR
SEE NOTE 8
ON SHE 4
0.125` TEMP.
0.50 .25" x .50" GLASS
GLASS INTERCEPT
BilE STEEL. SPACER
OIAZING DETAIL 2
TRIMLY LITE FRAME
1/2` INSULATED TEMPERED GLASS
LUPOY EU -5007
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Ronda P. E. N. 41323
f RaoWedye. Florida 32985
AWE WOW* d Patborisalke Na
Prepared By:
AllwAlr
Ptionfr 321- 690 -1788
For 321 -690-1789
OGEt 9— 1 -0
s N.T.S.
DWG. •r: .JW1
9C. sr: S. SAFFELL
DRAM rm.c
S -2104
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JEL ®Steel
OZr'DOORLSWTAt # ELIFE8
OENER+U.NOTES
1. TItiS PRODUCT IS DESIGNED 10 COMPLY WITH THE 2004 FLORIDA BUILDING
CODE 2005 & zoo summons) AND HIGH VELOCITY HURRICANE
ZONE REOUREMENTS.
2. WOOD BUCK BY OTHERS, MUST 88 ANCHORED PROPERLY 10 TRANSFER
LOWS TO THE STRUCTURE
3. ANCXXIGT ANCH0RS MAJ. 8E AS USIED AND SPACED PER ANCHOR LOGAWtl
DRAWINGS. ANCHOR EMBEDMENT TO RASE' MATERIAL SHALL RE BEYOND WALL
MEMO OR STUCCO.
4. SEE TABLE 1 ON THIS SHEET FOR DEMI PREP R4TINGS.
5. THIS PRODUCT !dam THE WADER REQUIREMENTS FOR 94571' ZONES. SEE
THE BMW PRESSURE CHART 8ETAF!
6. SIDELITES REQUIRE MIAMI-ME APPROVED IMPACT RESISTANT
SHUTTERS
7. MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED
FOR DOORS W/ AN 07160 & XX CONFIGURATION, BUT NOT ON 04 X
OR OX0 CONFIGURATIONS.
8. SWEL11ES ARE AN OPIMON AND CAN BE USED IN A SINGLE OR DOUBLE
CONFIGURATION.
REBIDENf1AI BStXA1l�B1FH .lXXXtlOwmnanmea/voneomd5reet
iX71YP0A'8V7Cq�lSTRUCTIONB:
Face elm& 24 ga. (0.0201 mlydmmwn lhkknes, Gatranized Seel A -525
commerskd gustily - AXDQ per ASTM 620 wlth average mhbmen yield
strength Fy(ove.)m24,6oO psi
catLASIWG E'nrparted Potystyreri with 1.0 to 1.25 lbs./cf de ty, by
JaD-WEN, INC.
Ikon Pm•1 Cmsmc6mr The active amt Inactive panels are constructed from
24GA. (0. 020' min.) galvanized steel. The faro sheet tops and bottoms are
bent 90' over the Isp and bottan rails The top LA4 rail measures 1.67'
wide x Low high. The steel bottom mil is roil form 0.021" gab/antra(
steel measuring 1.87" wide x 1,21' high. The sides of the face sheet am
rob formed onto the LW. hatch sae and Ponderosa Piro hinge a Ve which
measwe 1.67" x 1.o'. The interior cavity Is (tiled *Rh polystyrene. The
face sheets me glued
The to the polystyrene. •
2404. (0.020' ruin.)) gavanized
steet The edges of the face sheet are bent 9(7 over the and hued The skte8fe panels we routed to receive the Lite
Frames or the optional Trinity Light Franey (See sleet,7 for gto3Tng
details.) The We frames are sealed w/ 050 glaring compound an the
Fromm Cm inmtt",a: The fames are constructed from Ponderosa Pine Jambs
measuring 1.25' rile x 4.5625' dap The door and Weft head Jambs
are mortised and butt Joined to to side Jambs and attached with (3) 18tA
2' x 7/16' amen w4'e staples. The wits use a standard bwnp face Per
thr shofd measuring 4.041" deep x 1.0" high. The threshold is attached to
the frame r8h (3) 160A. 2' x 7/16" crown wire staples.
TAW.E�CONIEMB
SHT 1
DESCRIPTION
1 GERM. NOTES AND 1YPICH, EIEVAIONS
2
3
4
5
8 qA
8 :
VERTICAL CAS MORONS AND BILL OF MAIFJUALS
HORIZONTAL CROSS =IONS
HORIZONTAL CROSS SECIOS AND NOTES
ANCHORING LOCA1l0NSOETAILS
ANCHORNO LOCATIONS AND DETAILS
.875" TYP.
81.25"
AJAX
0A
ERNE
maw
74.5' MAX. 0.4, FRAME WIDTH ---
.125'
36' AWL 0A
PANEL WITH
36.625' AJAX OA
PANEL NM
W/ASIRM4L
0.825'
975" TIP
80'
MAL
0A
PANS.
HEIGHT
81.25'
MAX.
0A
FRAME
HEIGHT
0.825"
L'\
DOUBLE OUTSWING IMPACT UNIT (7171)
37.75' WX. 0A :
FRAME WIDTH
36' MAX OA
PALL MTH
51AIG1E OWNING IMPACT UNIT (x)
TABLE 1:
80'
MAX
OA
PANE!
HECHT
81.25'
MAX
OA
FRAME
HEIGHT
0.75'
DESIGN PRESUME 1416ID -01E9 E 1)6
INZTRQAON Mane aneT Is NEEDED
SINGE DOOR mg c04 Aix aO)
Wm NON-MPACr SIODIRS
+88.67 pat -70 Pat
00tELE DOOR UNT OWE 74 ono)
WAN NON -MPICT SOEIAFS
+57 psi -57 Pa/
80'
MAX.
0A
PANEL
HECHT
81.25'
MAX
OA
FRAME
FEJGFR
70.25' MAX. 0A FRAME WIDTH
75' MULL.
BAR ?VP.
.875' ,' 38' MAX 0.4.
PANp. WIDTH
15.5' MAX. OA
SMITE FRAME WIDTH
14' MAX 0A
PANEL WIDTH
PRODUCTRI?VISED
es complying with theFlorlde
Eselaba, Code _w
f.Gcc:, �;tco No 9 . g
Er:icJo -� D •
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• •
Product Control
•• •
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0.75'
.875"
WP.
107" MAX. 0A FRAME WIDTH
.125' . 75' AORL.
38.625' AWL OA BAR ttP.
p4 WIDTH 36' AWL 0A
W/ASTRAGt PAtffi.16"
•
ACTIVE
v c
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155•L87X 0.*. • • •
SWEETIE FRAME • WIDTH • • • • • •
14' MAX. OA
PANEL WIDTH
6' MAX
OA D.L.O.
Ws17H
83.125'
MAX
0A
DLO.
MORT
DOW11E OUISl6 IMPACT
WILT (071X0) W/ NON- IMPACT
Ss1flI1ES VIEWED FROM DITERIOR
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1635 aee Street. w.s , 4+R4 ate
Rook**, rmr.. 32255
Raw 088 cane at Outteeaseon t•. 221935
Prepared 8y:
PTC, LLC
Phone: 321 -690 -1788
Fay 321-690-1789
sae 9- 1 -01
Batas N.T.S.
owe. sr: JWJ
er: S. SAFFELL
nravuwrxs
S -2104
per i_ orb,
PRODUCT REVISED
as complying with the Florida
Building Coda
Acceptance No
Expiration Date 0 e
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• •.
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ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH)
0.31 " DMA x 9.0` LG. AT TOP c BOTTOM
00 4 I 1111 1
1111101*,
811��.��2yy5"
OA
FRAME
HEIGHT
74.5" MAX. OA FRAME ?4D1H
SEE DETAIL 2
/- ON THIS SHT.
5
SPACES
0 13.85°
111
5.50 "I
9" TYP. 125"
6" TIP. I I
TYP.
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tlt
SEE DETAIL 5
ON THIS SHf. —
L
7.375.
•
31•
31°
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^i Y IY P. I- -112'125'
N_ SEE DETAL 3
a ON THIS SHT.
L141.111LESZILIMILLSOELDELMMIUDWIM
YTEWED FROM NVTER70R
DETAIL 2 - 0 1TEAD J.4M8 DETAIL 3 - 0 THRESHOLD
ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE FW4GES TO JAMB & DOOR
SEE DETAIL 4
ON THIS SHT.
6"
SPACES
0 13.85
61,25"
MAIL
OA
FRAME
HEIGHT
70.25° MAX. 0.A. FRAME WIDTH
4.5" TYR
3° IYP.
3" TYP. —{
6.58"
SEE DETAIL 4
ON THIS SHT.
7375•
TYP.
— SEE NOTE 5
014 SHEET 4
SEE DETAIL 6
ON THIS SHT.
1 3
Imo"
ml
36.625"
DETAIL 4
DETAIL 6
STRIKE PLATES TO ASTRAGAL
3"
31•
11
3" TYP.
r TYP
• •
• • •
•• •
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••••
• •
• • • •
• •
•• ••
• • •
• •
• •
• • •
•• •
PRODUCT REVISED
as complying wilt tha Florida
Building Coda
Acceptance No
Expiration
By
Miami '• • Product Control
Division
•
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1 FF DQOR WITH ADEUTES ANGt'OR LOG",IT0;'S
1r?EWED FROM ANTERIOR
STRIKE PL4TES TO JAMB
DETAIL 7
COUNTERSI I( FOR INSTALLATION ANCHORS
((7 r'g7
Florida P. E. No t323
1535 Cogswell Florida SirsoL. Silts C25
NNW atlisaN.•A NO. 211923
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Prepared 8y:
Alr"'�
RTC LLC
Phone: 321 -690 -1788
Fox 321 -690-1789
DAM 9- 1-0
scar: N.T.S.
rem 8r: AU
auc. ert S. SAFFELL
/MAIM NO«
S-2104
swEr
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3
TYP. -►
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13.41" TYP
9" TYP.
6" TYP.
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3° TYP.
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1 1
,
5.501
38.625"
1 1
1
k l l l 1
m
TYp.
SEE NOTE 5
ON SHEET 4
SET: OETA1L 5 ..
ON SHEET 5
! ®
�11J1
111
1
1
0
Co
ii��� T i
TY�P --t
t'-
+�
r TYP.
r TYI'
H-
7" P.
SEE DETAIL 4
ON SHEET 5
SEE DEAL .3
ON SHEET 5
DOUBLE 0008 WITH StncrIT S ANCHOR LO ATK»
— VIEWED FROM INTERIOR
6" NP.
6
SPACES
A 11.54"
81.25"
MAX.
MA. - r--I�n
IT
H 5.50'
SEE DETAIL 8
..ser.ON SHEET 5
36.525"
3 .75" MAX OA
F W7D 1
PRODUCT REVISED
as comp3•iug with the Florida
Building Cade
Acceptance No O -0 (.04.
Exp Date rig_
By
Division
Product Control
• •
• •
: SEE 4.
7.314 1. ON 5 •
• • •
• •
3• • •. •• •
•• • • ••
•• •
•
•
• • •••• •
i,
•
•
Saral . D0OR WiTNDUT SIDELJTES AM CR LOCATIONS
VIEWED FROM INTERIOR
1.1
d� 1/6)
•
•
•• •
• • •
•• •
•••
0
1
13
9
a
(3
co
Nk
Florida P. E No. 41323
PTC, LLC
1
Rockledge, Florida 32989
FMK a aamw of AW.t an M.
Prepared By.
PTC, LI.0
Phone: 321 -590 -1788
Foe 321 -690 -1789
0111E: 9 -11-0
som N.T.S.
cHN. or S. SAFFELL
DRAWING NO:
S -2104
%NEE* A. of A_
0009
SEE NOTE 3
ON SHT. 4
1.75" MIN.
PANEL THK.
SEE NOTE 7
ON SHT. 4
0000 0004I
000
Q'7 iE
PRODUCT REVISED
as coa.plyiug with tits Florida
Ruilding Code
AcccptaticeNoO
Expiration
rK ■N.,: 'w4eosi
SEE GLAZING
DETAILS,
SHEET 7
SEE NOTE 6
ON SILT. 4
1p'
\' •
•
•
\ \ IES COTE 2
� \\ • al VT. 4
•
•�,� � 4
SEE NOTE 5
ON SILT. 4
••
a75"
HORIZONTAL CROSS SECTION
\Ai AT SIDELITE TO LATCH JAMB
CONCRETE/
1. SPACING FOR ITEM 126 THE 110 x 1' PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS BY AS FDLLOHYS FROM THE TOP DOWN & THE BOTTOM UP; 1.0', 2.5. 4.0", 5.5", 13.0; 18.0' & 26.0'. OTHERS
2. SPACING FOR ITEM /23 THE %8 x 1 1/2' P1ASCREW IS AS FOLLOWS:
TOP & BOTTOM. HORIZONTALLY. MUTE PANEL; 10' IN FROM EACH CORNER.
ON THE SIDES. VERTICALLY. FOR THE SIOEUTE PANELS; 3.0; 13.0; 26.0; 39.0; 52.0' & 63.0'.
3. SPACING FOR REM /31 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIOEUTE AND
ITEM 19 THE 18Ct X 1' BRAD TRIM NAIL. ATTACHING THE MULLION CAP 11) THE MULLION BAR VERTICALLY, 15 AS
FOLLOWS; TOP & BOTTOM J108IZONT$ (FOR THE 3/8' QUPTER ROUND); 1.25' IN FROM EACH CORNER WITH
(1) NAIL MID -SPAN.
ON 114E SIDES VERTICALLY (FOR LOTH 3/8' QUARTER ROUND & MULLION CAI* 1.25' FROM EACH END & SIX MORE
EQUALLY SPACED ON THE FIELD.
4. WWI ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2' PFH WOOD SCREW.
WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE REM 124, A 18 x 2"
PFH WOOD SCREW.
5. SPACING FOR ITEM 125 THE 18 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLON,
IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER 101 (4) MORE SCREWS EQUALLY SPACED ON THE FIELD.
lL THE SJDEUIE PANEL IS SECURED INTO THE SIDEUTE JAW W/ ITEM 129 SIUCOIC CAULK ON THREE SIDES AND
3/8' QUARTER ROUNDS SECURED WITH REM /31 BRAD TRIM NAILS x 3/4' LONG.
7. WHEN ATTACHING THE HINGE TO TIE JAMB AND BUCK USE REM 127, A 110 x 2' PFH SCREW. WHEN ATTACHING
THE HINGE TO THE JAMB AND SLDELHE JAMB AT THE MUUJON USE ITEM /14, A /10 x 1 3/4' PFH WOOD SCREW!
8. SPACING FOR REM 149 THE /6 x 1 1/2' PANKOW SCREW (TORY LITEFRAME) IS AS FOLLOWS:
$IDELITE LITERATE FROM THE TOP DOWN VERTICALLY; 3.25; 18.0625", 32.81251 47.5625' & 62.625'.
SIDELITE LREFRAME TOP & 80TTOAl. FROM THE LEFT: ONE (1) SCREW AT 4.4375 ".
9. ALTERNATE CONCRETE /MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE
USED UPON APPROVAL OF THE ARCHITECT OR ENGIIEER OF RECORD FOR THE PROJECT OF INSTALLATION.
10. USE ITEM /51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO
MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SYDEUIE SILLS.
SEE DETAIL 5
ON SHEET 5
g HORIZONTAL CROSS SECTION
\.4.../ AT SIDELITE TO HINGE JAMB
0000
SEE NOTE 3
ON SILT. 4
••
0.75' ••• •
•• SEE C►APNG
• **MA SHEET 7 •
• • •
• •
• •
• • •
•• •
SEE GLAZING
OETAILS, SHEET 7
•••• R%i
•
••
•
•
• ••
•fir•
•l
0.125' MIN.
GLASS THIL
EXTERIOR
1
INTERIOR
SEE NOTE 2
ON SILT. 4
SEE NOTE 6
ON 571. 4
ON HORIZONTAL CROSS SECTION
`4/ AT SIDEUTE 7O BUCK
_SEE DETAIL. 5
ON SHEET 5
1.50' MIN.
EMBED.
0.25' MAX
SHIM Fl S. Erle No. , 41323 Side C25
Rockledge, Florida
e6P1 CatxkaEr at km:At tla, NO. 16976
210(5)
Prepared 8y'
ArilivarMir
P1C. LLC
Phone: 321- 690 -1788
Fat: 321- 690 -1789
o,•E: 9— 1-0
SCALE: N.T.S.
OWL SY: JWJ
Cwt. B S. SAFFELL
MEOW NO.:
S -2104
slaw j or 8
1.6r
*
ILJL 1.21
r-;\ matimaauta
V.fl 240A (0.021, STEEL
I-- 1.645* 1_,
0.831"
--1-
O=EMU EQR
IZELEXEDLIIIL
MDF x 3.0' LONG
ri1.50'
1.75*
1.02'
0.62*
1.00"
1
(2)Qaalabrijillg
FINGER JOINTED PONDEROSA
PINE W000
ASTRAGAL HAS TWO 0.5125'
014. x 9" LONG BOLTS;
1 ON TOP, 1 ON BOTTOM
C)6■383653424jimeM-T6 ALUMINUM
0.38
0.5.3*
1
0.53'
t 0.50'
0.14'
1.87"
OLVL
00211 S71LE
O QQAIRSESSQUEMEERVE
SORREL 0-LON CDS 550
1.25'
1
2.50'
r
0
0
("ASSIBBOLS
1 TEK_ELBX
V.:, (IMPERIAL 0.125' STEEL)
1.00'
r0.513'
1.75" j
2.52'
OVILLQ.2WE
POLYPROP.
1.67*
002QURERei.
LW.
1.54*
1.74' 0.87'
1
1.11'
0
amousassumax 000R LA7t1LtAD
Onartsizin
STEEL
62221SKILI1S2i
C)F1NGER JOINTED PONDEROSA PINE
1.0142'
1.71'
11.013* I-
POLYPROP.
0.375'
0.375' -1 f•-71-
03/8' QUARTER ROUND
$0EUTE STOP
PINE
L375*
, .
®MULLION CAP
PINE (81.25* LONG)
PRODUCT REVISED
swillrlying willt the Florida
Code
Acoeptax=1.400/^0
ExpirauBm
By --
r PsoductOMInti-
Maiden
•
•
owilfkr. 0.125*
• ***
•
•
•• • •
• ••(5°
• •0*•
•
• cow
••••
...
..t . 13 E•••.\...
to • •
•
• •tr,
• • *.t5
• •
• sriA
• • •
•
•
• • •• • •
•
•
• • •
•
°sr
4.000"
O 4
* x 4* x o.osr MK. STEEL
am>
4.041' I t
maistrummuumuszumaw
EXTRUDED ALUMINUM - BY PEMKO
WON WOOD INSERT
Erto S.
Florida P. E. No. 41323
KC. LLC
1535 0o Strad, Sada C25
Raaltilaga. Florida 52903
Mt Coda.* of madams, NM allala
Prepared Els
PIC. liC
Phone: 321-690-1788
Fax 321-690-1789
DATE:
SOLIS
OM. BY:
S. S4FFEU
DIMING NO.:
S-2104
seam OF iL
1.50•
MIN.
0.25• EMa
MAX.
SHIM
CONCRETE/
MASONRY
BY OTHERS
EE DETAIL
ON SHEET 5
81.25"
MAX.
0.A.
FRAME
HEIGHT
80.0'
MAX.
0.A.
PANEL
HEIGHT
SEE NOTE 9
014 SHT. 4
1.34"
1.75• .50•
MIN. EDGE DIST.
(n VERTICAL CROSS SECTION
\V
WITH HIGH DAM THRESHOLD
.625•
CONCRETE/
MASONRY
BY OTHERS
CONCRETE/
MASONRY
1.50• BY OTHERS
oe
fAIN.
0.2e a intirtall
MAX
SHIM plilt !Well
cf)
O
EE DEVIL N SHEET 5 7_,.■•ifor
SEE NOTE 6 et,
SEE NOTE 3
ON SHT. 4'.' ON VT. 4
1.75" MIN.
PANEL THK.
ss,
SEE NOTE 2
ON SPIT. 4
81.25•
MAX.
0,A.
FRAME
HEIGHT
0.125" MIN.
CLASS THK.
SEE GLAZING
DETAILS,
SHEET 7
SEE NOTE 2
ON Stit 4
SEE NOTE 6
ON SHt 4
SEE NOTE 8
ON SHT. 4
80.0'
MAX.
O.A.
PANEL
HEIGHT
SEE DETAIL 7
ON SHEET 5
SEE
NOTE 3
ON 4
1.25•
MIN.
EMB.
.50" MI
MIN. EDGE DIST.
/IA VERTICAL CROSS SECTION
2.1 Al SIDELJTE SASH
CONCRETE/
MASONRY
BY OTHERS
OA
DScR1P7QN
WM&
1
DOOR STEEL FACE SHEET 240A. 0.020VIN.)
STEEL
2
FRAME HEAD (F7NGER JOINTED PONDEROSA PINE)
WOOD
3
FRAME HINGE JAMB (FINGER JOINTED PONDEROSA PINE)
WOOD
FRAME LATCH JAMB (FINGER JOINTED PONDEROSA PINE)
W
• . * ,I SI ir I. ,) 1 ., :1 A ..t li
'MS
-Ima
InirsiLiniesact.stiqa&W.3..
HDOOR
,illimAllp .......01111111■1
LATCH STILE
LVL
VIL111
takiI 0 Pa....* BUMP ACE -ix-,..P 0
ix XI
rI
- TRIM 160A X 1 FOR MULLION CAP
STES.
.. tait.1,-ION stlixii -
000R TOP TOP RAIL
LW-
, t« - ;Au.
DOOR HIN STILE FINGER JOI PON - SA PINE
14
10 x 1 3 4 PFH WOOD SCREW
..,,d
15
LOCK BLOCK (FINGER JOINTED PONDEROSA PINE) 1
..0
18
3/18"11W TAPCON ANCHOR W/ 1 1/4• MK WED. .
..sirkEl,
• t.„
1
EXPANDED POLYSTYRENE 1.0 to 1.25 I. • cf 0 2 ' OY JELD-WEN
E2JNOTVSEO
•
• •
2x WOOD SPB BUCK
SHIM (0.25 MAX MK, HIGH DENSRY PLASTIC OR GREATER),
.t,IKSET -T.-1;1?- 0
ra
whirarzwifiLir=Kolow
24
KWIKSET AN 00 I T NOT SHOWN
1141.
646/Li 4
-
111112:7-M7FROMMIESA
t x 2 PFH WOOD SC- •
25
r8 x 2 vr PFH WOOD SCREW
STEEL
• .1.4_..,
-5
8
10 x 1 PFH WOOD IM,01._ ASTRAGAL TO DOOR •
10 x 2 PFH WOOD SCREW
•
MULLION CAP •
e 0,
SIUCONE CAULK (CR LAWRENCE .33 C) •
SILWONE
GLAZING COMPOUND QSD BY ODL •
«. E
BRAD TRIM NAIL MCA x 3.aire1lv8 QUARTER. ROUND.
.1,_
3 - QUARTER ROUND S1DELCTE STOP
CO' 2; SA/. xl. - 'IRA , Mir BO k., i...1_
SOMA KNOB SET lommilmemommomil
SCH Dams 2":•141aCillOEM
R.
VA
-113g
,. I
SICEUTE STEEL FACE SHEET 240A. 0.020 MIN. STEEL
STEEL
N
1/8• TEMPERED GLASS Ow PPG)
GLASS
REM
• , II V ■ , " NI • 4) Y..M • • ,ft 1
€745.10117ALItillITLWIll
- ,J.....
...1-11-i:
341.
lig.7.
wiitx
irnIV-u-n4
i ,,ii, w, ill 11 1. 4.71L11-1 i.L',Art,- all';14.11
mr--%,:oavraLgisirm=
. : sLOii i'.1 -..lit k•
43
YALE DEADBOLT HERITAGE SERIES NOT SHOWN
STEEL
44
SIDEUTE FRAME HEAD, SU AND JAMBS (FTNOER JOINTED
PONDEROSA PINE)
WOOD
45
LITE FRAME BY TRINITY FOR 1/2" 14.U.
POLYPROP.
48
1/2" INSULATED TEMPERED GLASS (BY TRINITY/AMPAC)
GLASS
47
11 3;,.... rl 1Z<Is a a•i. " --i.
POL - -OP
iglilda:Ucaollig
Ikl.o..P.CWNiirag5gh
riliP1121F
z71911--10-ixilaW2 LONG PANHEAD at-',Itea
103
SILICONE
50
OWING COMPOUND DOW 1199
51
#10 WOOD INSTALLATION SCREW W/ 1.50• MIN. EMBEDMENT
STE'S.
52
DOOR _. • laKE P TE
5.3
DOOR LATCH DEAD BOLT STRIKE PLATE
STEEL
Erin S. aial
FlorWo P. E No. 41323
PTC.
1S3S Colima Sired. Suite CO
Rockledge. Florida 32955
MPS
C.fl,N 1 sossottoiso ND. PM
PRODUCE REVISED
as complying with De Florida
Building Cede
Acceptance No0/4.
Dote s,:l/E'sv
Product
Division
• •
•
• • •
• • •
• e •
•
• •
•
• •
•
• •
•
•
• • •
• • •
• • •
•
• 00 •
•
• • •
• • •
• • I
• • •
• • • •
• •
• • •
la • • •
Prepared By:
4/81/60/81.41MW
APIMW4WILI
PTC• LLC
Phone: 321-690-1788
Fox: 321-690-1789
DATE:
9- 1-0
sou.
me we JWJ
et S. SAFTELL
NO,
S-2104
sHtEr _2_ Or