WS-10-1161Inspection Number: INSP - 146851 Permit Number: WS -6 -10 -1161
Scheduled Inspection Date: July 07, 2010
Inspector: Bruhn, Norman
Owner: KENNEY, JOHN
Job Address: 136 NE 96 Street
Project: <NONE>
July 06, 2010
Miami Shores, FL 33138-
Building Department Comments
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Contractor: BECNAN CONSTRUCTION SERVICES, INC
For Inspections please call: (305)762 -4949
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number
Parcel Number 1132060132680
Phone: (305)962 -0052
FRENCH WINDOW /DOOR REPAIR
Passe
,
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
C
Page 17 of 26
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER (305) 762.4949
BUILDING Permit No. (AC 1
PERMIT APPLICATION Master Permit No.
FBC 20
Permit Type: BUILDING
OWNER: Name (Fee Simple Titleholder): IC e AA"
Address:
/ 3
ci t / -c-4-c
Tenant/Lessee Name:
Email:
JOB ADDRESS: /t/6
Miami Shores County: Miami Dade Zip: 3 / 3ef•
City:
Folio/Parcel#:
IttIP
as& Miami Shores Village
Building Department
State:
Is the Building Historically Designated: Yes NO Pc Flood Zone:
CONTRACTOR: Company Name: e a r a A
Address: 1 0 g/S Cat JA 12.4`41e--4
City: l! c ` 9 w/ State:
Qualifier Name: r�4-4 Ls C Q et
State Certification or Registration #: � � c I >a 3/.5
Contact Phone#: �a f7J ? v 7r?)- Email Address:
DESIGNER: Architect /Engineer:
Value of Work for this Permit: $ 45 Square/Linear Footage of Work:
Type of Work: O O
Address DAlteration New L epair/Replace ODemolition
Description of Work: C i.tr '' Y °
COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by:
******* �* **** ** * * **** ** *** * * *a*** **** *** F es *****#, �, �, �, �, r***** s* � �a , , , t***ax*** **** ** ***** * * *rr
Submittal Fee $� v /J() 0 CCF $ 0' CO /CC $
Scanning Fee $ CO ) Radon Fee $ !! $ Bon 0
0 Tec hnology Fee $ 0 '
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
Phone#:
� 44
Zip: C � P
fe bra r -GTO C .1 Phone#: 3er
Zip: SZ 6
Phone#: 36.r, 511 . 7 C �-1—
Certificate of Competency #:
Iec..i��c 62
Phone#:
TOTAL FEE NOW DUE $ YO,10
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
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: As a 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 teer4-657-4-41--
Contractor
k -� The foregoing instrument was acknowledged before me this 211
1
day of r l�(. — Kd , 20 by' V e- 1C (Z , day of S•1 , 201 by 3&4 N i �'''Q- 1*! —rr ZN
who is personally known to me or who has produced P
As identification and who did take an oath.
NOTARY PUBLIC:
er or Agent
The foregoing instrument was acknowledged before me thisRLt
Sign:
` F. . , ,
Print:
My Commission Expire:A oA
�.® d, N .O OCis��
i
APPROVED BY
it
„tit 11111/11
* Mfr, Y ihi4 ,00eiririieiree ii! #, *************i*****toy trift lithe i* **** *
" Plans Examiner iiitunintOs
State
(Revised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09Xrev6/4/10)
14' (
Structural Review
Zip
who is personally known to me or who has produced '
as identification and who did take an oath.
NOTARY PUBLIC:
`\ \ „►►ttu in i
Sign�� �
• ' y
F
Zoning
Clerk
L L F M T #: 0- WO_
M am i Shores Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
5;252/0
FEDERAL
SUBJECT 1 COMPLIANCE WITH ALL
STATE AND C(UN il' RULES AND REGULATIONS
1
JUN 2. 4 2010
RAMMS ENGINEERING INC. Kd = 1.00
2100 W.76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2007
Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7 WIND CODE
DESIGN WIND LOADS (LBS/SQFT) FOR 146 MPH ZONE
Interior & Exterior Zones (4&5 - Walls) Positive Pressures
Exposure C For the 146 mph Wind Zone
Height
(Maximum)
Effective Wind Area (or, Tributary Area) in Square Feet
10
20
30
40
50
- 60
1.00
0.95
0.92
0.89
0.88
0.86
15
54.7
52.3
50.8
49.8
49.0
48.4
20
58.0
55.3
53.8
52.7
51.9
51.2
25
60.5
57.8
56.2
55.1
54.2
53.5
30
63.1
60.3
58.6
57.4
56,5
55.8
40
67.0
64.0
62.2
60.9
60.0
59.2
50
70.2
67.0
65.2
63.9
62.8
62.0
60
72.8
69.5
67.6
66.2
65.2
64.3
Interior Zone (4- Walls) Negative
Exposure C For the
Pressures
146 mph Wind Zone
Effective Wind Area (or, Tributary
Area) in
40
-
Square Feet
50
60
Height
(Maximum)
10
20
30
-1.10
-1.05
-1.02
-0.99
-0.98
-0.96
15
-59.4
-56.9
-55.5
-54.4
-53.6
-53.0
20
-62.9
-60.3
-58.7
-57.6
-56.8
-56.1
25
-65.7
-62.9
-61.3
-60.2
-59.3
-58.6
30
-68.5
-65.6
-63.9
-62.8
-61.9
-61.1
40
-72.6
-69.6
-67.9
-66.6
-65.6
-64.8
50
-76.1
-73.0
-71.1
-69.8
-68.8
-68.0
60
-78.9
-75.7
-73.7
-72.4
-71.3
-70.5
Exterior Zones (5 - Walls) Negative
Exposure C For the
Pressures
146
Effective Wind
mph Wind Zone
Height
(Maximum)
-
Area (or, Tributary Area) in Square Feet
10
20
30
40
50
60
-1.40
-1.29
-1.23
-1.19
-1.15
-1.13
15
-73.3
-68.4
-65.5
-63.4
-61.8
-60.5
20
-77.6
-72.4
-69.3
-67.2
-65.5
-64:1
• 25
-81.0
-75.6
-72.4
-70.1
-68.4
-66.9
30
-84.5
-78.8
-75.5
-73.1
-71.3
-69.8
40
-89.7
-83.6
-80.1
-77.6
-75.7
-74.1
50
-94.0
-87.7
-84.0
-81.3
-79.3
-77.6
60
-97.4
-90.9
-87.0
-84.3
-82.2
-80.5
Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller,
but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet).
AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROO
i
MIAMI DE
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Jeld -Wen, Inc.
31725 Highway 97 North
Chiloquin, OR 97624
SCOPE:
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 (m 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 AEU 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: Jeld -Wen Series "Premium Wood Doors" In swing Double Opaque Wood Doors w/ wo
Surfacebolts
APPROVAL DOCUMENT: Drawing No. S - 2039, titled "Wood stile & rail door, opaque 6 -8/8 -0 Inswing
Double Doors" Sheets 1 through 7 of 7, prepared by manufacture, dated 07/00 and last revised on 08/22/05
signed and sealed by James J. Dobrowski, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division.
MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying with FBC, as
applicable, are required
LABELING: Each unit shall 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.
' 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 literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer 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 - 072207 and, consists of this page 1 and evidence pages E-1 & E-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda, P. E.
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUII DING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.buildingcodeonline.com
NOA No 04- 1022.06
Expiration Date: December 06, 2010
Approval Date: September 22, 2005
Page 1
Fe ld -Wen. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS (transferred from file #02- 0722.07)
1. Manufacturer's die drawings and sections.
2. Drawing No. S -2039, titled' Wood stile & rail door, opaque 6 -8/8 -0 In swing Double
Doors" Sheets 1 through 7 of 7, prepared by manufacture, dated 07/24/00 and last
revised on 08/22/05 signed and sealed by James J. Dobrowski, P.E.
B. TESTS (transferred from file #02-0122.07) Test conducted per SFBC, PA202 -94, now
termed as FBC, TAS 202 -94
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94 (Not performed)
4) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202 -94
Along with marked up drawings and installation diagram of single outswinglinswing
opaque wood doors with sidelites, prepared by Certified Testing Laboratories, Test
Report No. CTLA572WA, and 570WB dated July 22, 2000 and July 19, 2000 and
revised on May 16th, 2001 and May 2nd, 2001 respectively respectively, signed and
sealed by Ramesh Patel, P.E.
Note: The above test reports have been revised by addendum letter dated July 12,
2005, issued by Certified Testing Laboratories.
C. CALCULATIONS (transferred from file #02- 0722.07)
1. Wood strength referenced properties data from, "Wood Handbook" and table prepared
by manufacturer
2. Anchor verification calculations, dated 8 -24-00, prepared, signed and sealed by Mark
Fetherman, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS (transferred from. file #02- 0722.07)
1. Addendum letter dated July 12, 2005, issued by Certified Testing Lab, clarifying in-
swing bolts installation for test reports # CTLA572W, CTLA570W & CTLA572WA.
2. Statement letter of conformance, "No financial interest" and manufacturing remains
the same as original dated July 24, 2000, signed & sealed by James J. Dobrowski, P.E.
3. Statement letter of conformance and "No finacial interest" dated July 24, 2000, signed
and sealed by Mark C. Fetherman, P.E. (file #02- 0722.07)
4. Statement letter of compliance, as part of test reports No. CTLA572WA, and 570WB
dated July 22, 2000 and dated July 19, 2000 respectively, issued by Certified Testing
Laboratories, signed and sealed by Ramesh Patel, P.E.
E -
is l Lc,la
�. L Chanda, 1'. E.
Product Control Examiner
NOA No 04-1022.06
Expiration Date: December 06, 2010
Approval Date: September 22, 2005
,TeM -Wen, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT ED
F. STATEMENTS: Continue (transferred from file #02- 0722.07)
5. Letter of explanation dated May 22, 2001, issued by Certified Testing Laboratories for
test reports CILA -570 W, CTLA -570 WB, CTLA -570 WB and CTLA -572 WA,
signed by Jim Blakely.
6. Letter of explanation dated May 23, 2001, issued by Ramesh Patel, P. E., witnessing
engineer Certified Testing Laboratories for test reports CTLA -570 W, CTLA -570
WB, CTLA -570 WB and CTLA -572 WA, signed and sealed by Ramesh Patel, P. E.
7. Letter of clarification for laboratory data, issued by Certified Testing Laboratories ,
signed by Christopher Benett (Lab Manager) for test reports CTLA -570 W, CTLA-
570 WB, CTLA -570 WB and MA-572 WA, signed and sealed by Ramesh Patel, P.
E. (witnessing engineer).
8. Addendum letter dated July 17, 2001 and August 02, 2001, issued by Certified Testing
laboratory, Ramesh Patel, P. E. (witnessing engineer).
9. Statement letter dated July 15, 2002, issued by Jeld -Wen for the extent of revision to
the approved NOA# 01 -0206.28, signed by Steve Frey.
G. OTHER
1. This NOA revises/renews # 02- 0722.07, expired December 04, 2004.
2. Addendum letter dated July 12, 2005, issued by Certified Testing Lab, clarifying in-
swing bolts installation for test reports # CTLA572W, CTLA570W & CTLA572WA.
3. Jeld -Wen proposal letter dated May 09, 2002 and BCCO response dated 05 -18 -02
4. Revised test reports CTLA -570 W, CTLA 570WA, CTLA -570 WB, CTLA -570 WC
and CTLA -572 WA, issued by Certified Testing Laboratories, signed and sealed by
Ramesh Patel, P. E.
5. Faxed Laboratory Worksheet data, dated July 05, 2001 supplied by the Certified
Testing Laboratories and the Lab notes provided tbru manufacturer, for test reports
CTLA -570 W, CTLA -570 WA, CTLA -570 WB CTLA -570 WC and CTLA -572 WA.
6. Various letter of explanations and addendum letter referenced above.
7. Manufacturing plant address of Jeld Wen series "Nord / Morgan".
8. Glazing (Not applicable)
E -2
1 lga' �q � P. E. L
Product Control Examiner
NOA No 04- 1022.06
Expiration Date: Dpi' 06, 2010
Approval Date: September 22, 2005
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
COMMON (GENERAL NOTES TYPICAL ELEVATION)
2
VERTICAL CROSS SECTION & B.O.M.
3
HORIZONTAL CROSS SECTIONS
4
ANCHORING LOCATIONS & DETAILS
5
DOOR RAIL DETAILS
8
FRAME COMPONENTS
7
DOOR MODELS
DESIGN PRESSURE RATING (INSWING DOORS)
WHERE WATER INFILTRATION REQUIREMENT 15 NOT NEEDED
DOOR SIZE
OPTION 1
2t/_Q SURFACE BOLTS
ON ACTIVE DOOR
OPTION 2
2/.118 SURFACE BOLTS
ON ACTIVE DOOR
6-8
+47.0 pef —47.0 pef
+85.0 pet —70.0 pef
8-0
+47.0 pet —47.0 pet
+85.0 pat —70.0 pef
JELV
PREMIUM WOOD DOORS
88 AND 8 - 0 OPAQUE INSWINS
SOME AND DOUBLE/OCRS
l
GENERAL NOTES
1. DNS PRODUCT IS DESIGNED TO MEET THE FLORIDA BUILDING CODE 2001
MUD= 9MI2'. 65TALMATIQN OF DRS SYSTEM M 'Mr AREA REQUIRES
DIE USE OF APPROVED SMITTER/E$IERNIL PROTECTION DEVICE COMM
WITH '4MIY REENADOBITS.
INSTALLATION OF BIS SYSTEM OUTSIDE OF We. SHALL HEFT THE APPLICABLE
CODE =M EM FOR WIDSORNE DEBRIS PROTECTION.
2. 8000 BUMS BY OIHERA W.JST M ANCHORED PROPERLY TD TRANSFER LOADS
TO DE STRUCTURE.
J PST NICHORS SHALL BE AS USTED AND SPACED AS PER OETA14S. AI040R
EMBEDMENT TO MBE WTERIAL BOLL BE BOVND WAIL GINSSAIO OR STUCCO.
4, FOR DESIGNED PRESSURE RATING SEE TAME I, PAGE 1.
FremaCow:77re heedendEda jambs ere finger jointed ponderosa p6re
measuring 4.50' X 1 SS*. T e head erestidejambseremmtiae4buttedand jolned
u3) 16SA. 2'X fir crow stsplss of The top camera The adjustable Inswing
thresh afd 1e afteehod to ga floor.
P •Pamal Darf9UrleBWf: The panel De see and mil fin. TheeJee sad
ralis are consbuafedeon soffd wood of either Dwarfs Rror Western Her iak
Thayer& lambowed with a Aar thk wood v ra/Ore following apedder (See
13001 Item el fortes), The veneer face sheet 1s ggwdW The Bement! refs.
The fop sal Lvconneeedto the pe,lmstsr seas w/(2) dle.x4' long wooden
dowels and the bottom ad D canneoled foThe perimeters w/(3) 7,?dla x4'
long wooden dowels.
NOTE f
THE SURFACE BOLTS ARE AN OP77ON ON THE IO AOTNE D 0OR WHEN
USING THE WOOD ASTRAGAL. THEY ARE USED TO ACHIEVEA HIGHER
PRESSURE RATING. ALL INACTIVE DOORS HAVE SURFACE BOLTS.
SEE SHEET 3 FOR SURFACE SOLT OPTIONS
37 3/4 TM FRAME
WW
38 PANEL
SEE WE MTH
I BELOW
SEE MOE
I BELOW
ALL MODELS ARE VIEWED FROM TAMEIA TERIOR
4 71IMe_� Rtaw ow ExamierLsZELABITISS
erspiparrithibelltedis
No0 402/.06
..ar
(Mt
=g"
L'7)6
tzw
MAUI
7 -24 -00
1 32
ma. en TJH
0NR. en SS
ORAI70 N04
5 -2039 u'
SST 1 OF 7
? P-0 e
%MA Ola •
Item DESCRIPTION 1 Material
1
NORD /MORGAN/NICOL4 STILE & RAIL 6 -8/8 -0 WOOD DOOR
(OOUGLAS FIR, WESTERN HEMLOCK, PONDEROSA PINE, NORTON RED OAK,
RED MAPLE, BLACK CHERRY, YELLOW POPLAR, TRUE HICKORY, TRUE
MAHOGANY, BLACK WALNUT, & RED ALDER)
2
HEAD JAMB 1 1/4" x 4 5/8" PONDEROSA PINE)
PINF
.3
HINGE JAMB (1 1/4" x 4 5/8" PONDEROSA PINE)
PINE
4
(1) PIECE W000 ASTRAGAL PINE
5
INSWING ADJUSTABLE THRESHOLD (051" WALL BY IMPERIAL)
ALUMINUM
STEEL
6
118 x 2 1/2" PHILLIPS FLATHEAD WOOD SCREW
7
KWIKSET TITAN 400 SERIES LOCK
8
KWIKSET TITAN 780 SERIES DEADBOLT
9
1/4" x 2 1/2" LG. TAPCON OR
ITW BUILDEX TAPCON, OR ELCO TAPCON
(PER CURRENT NOA)
STEEL
10
SILICONE CAULK (CR LAWRENCE .33S)
SILICONE
11
INSWING VINYL DOOR ; , TOM SWEEP
VINYL
12
2x WOOD BUCK
WOOD
13
1/4" MAX. SHIMS
WOOD
14
COMPRESSION WEATHERSTRIP (0 -LON 005 -650)
FOAM
15
1110 X 2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
16
WOOD CAP FOR DOOR EMBOSS PANEL
PINE
17
BRAD TRIM NAIL 1 1/2" L.
STEEL
18
4" x 4" BUTT HINGE 120A. 6089" MIN)
STFFI
1 9
119 x 1" PHILLIPS FLATHEAD WOOD SCREW
STEEL
20
118 x 2" PHILLIPS FLATHEAD W000 SCREW
STEEL
21
SURFACE BOLT (IVES, .25" STEEL MODEL 454)
STFFI
22
SURFACE BOLT STRIKE PLATE (IVES, .125" STEEL)
STEEL
23
1/4 -20 SEX BOLT W/1/4 -20 FEMALE END x 1 1/2" L
STEEL
24
1110 x 1 1/4" PHILLIPS FLATHEAD WOOD SCREW
STEEL
IF P 9 0
Illlllflllllillllllllll 1111
0
e e e
1-
IM
Q F
I, I. J
Ci z O_
LJ
o W
I— I
YQW
�
z
x N W
8
4
O'
. O
..s
.25" MAX.
SHIM
1,15"
MIN. EMB.
L .15" MIN.
C -SINK
L.40 "
82.5 6 -8 OVERALL FRAME HEIGHT
98.5 8 -0 OVERALL FRAME HEIGHT
W
r d z
0
6
ii
P ,\�
..........._...
IF !Lt
' r ��rmlral
1
z �
co to
0
O
80.0" 6 -8 MAX PANEL HEIGHT
96.0" 8 -0 MAX PANEL HEIGHT
1.25" MIN.
EMB
0
1 5/8
b a
PM= REVISED
1r FI.oM
Code
kakesses No - oa 6
taprodo Rye
a�
0
0
LY
0
CC
0
z
OLZ
�yA
•-•
CC I
CO
"D C
at3
.J�
y
j
Soy
ce
c
N
0
z
0000
L t ) e g
CC CY tt LC
Ogg
www
OCMCOCM
y ti
n
N
care: 7 -24 -00
SCALE 1 2
on. BY: TJH
Cie(. 0Y: SS
Derffrot
.0
n4O
S -2039
z
0
In
re
1--
0
Z
mat 2 OF 7
Ex BUCK TO SUBSTRATE
FASTENING TO BE
ENGINEERED SEPERATLY
SEE NOTE 5
SHT. 3
HORIZONTAL CROSS SECTION LATCH JAMB TO BUCK
OPTION #1 (W/O SURFACE BOLTS ON ACTIVE DOOR)
mQe70 m 0 0
INACTIVE
SEE NOTE 1
SHT. 3
SEE NOTE 5
SHT. 3 3 HORIZONTAL CROSS SECTION AT ASTRAGAL
O OPTION #1 (W/O SURFACE BOLTS ON ACTIVE DOOR)
GO Gee ®®
SEE NOTE 1
SHT. 3
Ex BUCK TO SUBSTRATE
FASTENING TO BE
ENGINEERED SEPERATLY
j
INACTIVE is [? t'1` 1111144 ACTIVE
SEE NOTE 5
SHT. 3 HORIZONTAL CROSS SECPONATASTRAGAL
3 OPTION 42 (WITH SURFACE BOLTS ON ACTIVE DOOR)
EXTERIOR
.`. f igea 4 j ACTIVE
HORIZONTAL CROSS SECTION LATCH JAMB TO BUCK
OPTION#2 (WITH SURFACE BOLTS ONACTIVE DOOR)
EXTERIOR
INTERIOR
INTERIOR
NOTES: (TYP. TO ALL FRAME CONFIGURATIONS)
1. SPACING FOR ITEM #20 ( #8 x 2" SCREW) TO ATTACH
THE WOOD ASTRAGAL TO THE INACTIVE DOOR IS AS
FOLLOWS: FOR THE 6 -8 UNIT TOP DOWN; 3 ", 12" &
21 ", FOR THE 8 -0 UNIT TOP DOWN; 3 ", 14 ", 25 &
36 ° . THE SPACING FROM THE BOTTOM UP IS THE
SAME FOR BOTH UNITS; 3 ", 13 3/8 & 24 1/8 ".
2. THE SURFACE BOLT IS INSTALLED AT THE TOP AND BOTTOM.
ON BOTH THE ACTIVE AND INACTIVE DOOR.
OPTION 1- SURFACE BOLTS ON INACTIVE DOOR ONLY.
OPTION 2- SURFACE BOLTS ON ACTIVE & INACTIVE DOORS.
SURFACE BOLTS ON BOTH ACTIVE & INACTIVE DOORS ARE
AN OPTION TO ACHIEVE HIGHER DESIGN PRESSURES AS
INDICATED IN DESIGN PRESSURE RATING TABLE ON SHEET I.
3. THE THRESHOLD IS NOT ATTACHED TO THE FRAME, IT
IS NOTCHED AND ATTACHED TO THE FLOOR WITH ITEMS
#9 2 1/2" TAPCON & #10 (CR LAWRENCE 33S
SILICONE CAULK). APPLY A CONTINUOUS BEAD .125"
THK. x .375" W. AROUND ALL (4) OUTER EDGES
WITH A MINIMUM OF (2) ROWS IN A ZIG ZAG PATTERN
IN THE MIDDLE THE ENTIRE LENGTH OF THE
THRESHOLD, .125" THK. x .375" W.
4. THE TOP CORNERS OF THE DOOR FRAME, ARE STAPLED
TOGETHER USING (3) 16GA. x 2" LG. x 1/2 CROWN
STAPLES.
5. SPACING FOR ITEM #17 15 A MAX. OF 12 0.C.
I ' I a EXTERIOR
55 HORIZONTAL CROSS SECTION AT HINGE JAMB
3
INTERIOR
PRIMO' REVISED
with tledilaiMMe
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SHEET 4 OF 7
PREMIUM DOOR .50 WOOD
DOWEL x 4.0 LO.. 3 PLCS
BOTTOM RAIL
NOTES:
1. DOWELS ARE GLUED AND PRESSED 2.0" INTO
THE RAILS AND STILES AT PANEL ASSEMBLY
WITH PVA TYPE "1 EXTERIOR GLUE.
2. THE INSET PANELS ARE NOT GLUED INTO THE STILES
OR RAILS. THEY ARE LEFT TO FLOAT WITH THE
DOOR AS IT EXPANDS AND CONTRACTS TO ELIMINATE
DOOR CRACKING.
PREMIUM DOOR .50" WOOD
DOWEL x 4.0 LG., 3 PLCS
.408"
1 OCK RAIL
MULLION
INTERMEDIATE STILE
DIM. VARIES W /DOOR MODEL
(MIN. 9 3/16'
t INSET PANEL,
N. T.S.
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PREMIUM DOOR .50 WOOD
DOWEL x 4.0" LG., 2 PLCS
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WEFT 5 OF 7
WOOD FRAME
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SURFACE BOLT STRIKE (IVES .125" STEEL)
4.58"
ADJUSTABLE INSWING THRESHOLD
.051" WALL THK.
3"
1.75"
(1) PIECE W000 ASTRAGAL
1
EXTRUDED VINYL INSWING
DOOR BOTTOM SWEEP
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8 -0 DOOR MODELS (OPAQUE) N,T.S.
6 - DOOR MODELS OPAQUE N.T S,
BUILDING yl
ELECTRICAL 0 PERMIT
R00FIN6 ❑
Owner of
Building
Architect
Contractor
or Builder
Legal
Description
Add of /310 /� , e q `" S
Buildin ress I v [
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica-
tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any
plane, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked
at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this
permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether shown on the plane or drawings or in the statements or specifications and that he assumes respon-
sibility for work done by his agents, servants or employees.
„1,1hk7
0
MIAMI SHORES VILLAGE, FLORIDA
Date
N_
. 48257
Work to be performed under this Permit
Ailietos
Sq. Ft.:
Value of 4.
Project $
Contractor's
License No.
Permit:
CCF:
Notary:
Bond:
Radon:
Amount of
Permit:
BY AUTHORITY
/f J
Signed • r.�1'�:jr (INSPECTOR) BY
In consideration of the issuance to me of this p f i t I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.