WS-13-223Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 185238
Permit Number: WS -2 -13 -223
Scheduled Inspection Date: February 19, 2013
Inspector: Bruhn, Norman
Owner: , BARRY UNIVERSITY
Job Address: 11300 NE 2 Avenue Gamer Building
Miami Shores, FL 33138 -0000
Project <NONE>
Contractor: CC DOOR CORP
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number
Parcel Number 1121360010160 -22
Phone: (754)234 -7543
Building Department Comments
REPLACE FRAME AND 2 DOORS
Infractio
Passed Comments
INSPECTOR COMMENTS
False
Inspector Comments
Passed
AJ:93.9
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
February 15, 2013
For Inspections please call: (305)762 -4949
Page 18 of 32
Miami Shores Village
Building Department
90050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
*BUII,D�IlNG
PERMIT APPLICATION
FEB 0 6 2013
FBC 201D
Permit No.
Master Permit No. W 5 I 3-
Permit Type: (BUILDING) ROOFING
JOB ADDRESS: 6-ec r ft e ( i-k 1 I 19 'c' We" god Ave
City: Miami Shores County: Miami Dade Zip: 3-3 (G 1
Folio/Parcel #:
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): & 01 v" V t 1 i V P° d'5/ %�Y Phone#: ' ' der
Address: I (3 3600 t) A to d Ave f
City: AA 4t (41 i 6 4p�'L° State: Fie, ib V' Q Cl' e? Zip: 3'.9(4,1
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: (7- ( Y I 1P r �1 r Phone #: iel',� 1-759 3
Address: 5.3 67 0 1,44° 3 f Skr/'e- Re ea ' I / 6
City: 6a (/T l°�j p State: Ft c'r (dc/
Qualifier Name: C I, r( C_.. _ ' '%
State Certification or Registration #: Certificate of Competency #: �8S 0'1 /
Contact Phone#: 291- g3 i - 7 9#3 Email Address: ee'r eant 'iGc2 s t el Z' /
DESIGNER: A r c h i t e c t / E n g i n e e r : frterri t i e ( _Syrtei `® 1751C-; A1106. t ■Ci Phone#: g6{°44 j-6
Zip: 33%4f
Phone#: 2�/ z3� 7� 3
J
Value of Work for this Permit: $�, Square/Linear Footage of Work:
Type of Work: Addition !Alteration
Description of Work: r e J!Q e -� Mt e Cf Viet d ee 1''s Pei ; t")
❑New kepair/Replace
❑Demolition
Color thru tile:
**a ********* **** ******v ****** **** ******Fees******** ***** ** **** *************************
Submittal Fee $5-6 �0 Permit Fee $ CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
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 FT.FCTRICAL 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 approv . and a reinspection fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this e>
day of 341U41/ , 20 13 , by It G ErA
whe is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Ex
Contractor
The foregoin instrument was acknowledged before me this -5
day of 2013, byrvy
who is personally known to me or who has produced rt.-4
as identification and who did take an oath.
,�� tt111uN►rNo,
Sign:
Print:
NOTARY PUBLIC:
My Commission Expires:
::e 4 =o =
Z
******************************* *** * ******** * ********* ***** **axe **** x****************** *** ** * ********* ********
APPROVED BY \ o 3 . Plans Examiner
Structural Review
(Revised 3 ///2012)(U €vised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Zoning
Clerk
111111111111111 1 11111111111 11111 11111 11111111
NOTICE OF COMMENCEMENT cFN 201380106391
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIONORRBkO28481OPsri2018; (12si9 <s.3
HARVEY RUVIth CLERK OF COURT
MIAMI-DADE COUI4TYs FLORIDA
LAST PAGE
PERMIT NON4/5-40 I3`" 3
TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements 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.
1. Leg description of pr pe and street / address: , �..
a. rki i �'q � N' 13®67 � on S1-IOrrS, F
iff W) � GLf''� ►
3316
2. Description of improve ent:
s) name and address:
Interest in property:
Name and address of fee simple titleholder.
4. Contractor's Dame and address: wt-5/- 1149'e- eccrei
3331
n
5. Surety: (Paymn t bond requir�d�by owner from contractor, if any)
Name and Address: V //�Pr
Amount of bond $
6. Lender's name and address:
7. 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 and Address: •
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and Address:
9. Expiration date of this Notice of Commencement:
different date is s•ecified)
the
git
rip
date . of
HEREBY CERTIFY that thtslsa true copy ate
of
odg1 ft4 filed 1: tf Al
r ` A D 20�--
VI 1TNESS rrWW
Signature of Owner HARVEY
Print Owner's Name
fekirrets ®tae
Sworn to and subscribed before me this day of Marty , 20
Address:
and and Official S
less a
Notary Public:
Print Notary's Name:
My commission expire
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Quality Engineered Products, Co., Inc.
4506 Quality Lane
Tampa, FL 33622
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 (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 High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Series "IIMF" 16 ga Outswing Full Louvered Commercial Steel Door- Impact
APPROVAL DOCUMENT: Drawing No. QEP005, titled "Full Louvered Steel Doors ", sheets 1 through 5 of 5,
prepared by manufacturer, dated Nov 12, 2009, signed and sealed by David M. Schonacher, P. E. , bearing the
Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date
by the Miami -Dade County Product Control Division,
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitation: 1. Not approved where Air & Water infiltration is needed
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.
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 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 & renews # 04- 0823.03, consists of this page, evidence sheet E -1, as well as, approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.miamidade.gov/buildingcode
MIAMI•DAD0 COUNTY
APPROVED
NOA No 09 -0812.17
Expiration Date: October 28, 2014
Approval Date: December 23, 2009
Page 1
I
NO EXCEPTIONS TAKEN 0 MAKE CORRECTIONS
NOTED
0 REVISE AND RESUBMIT ❑ REJECTED
Review is only for general conformance with the design
concept of the project and general compliance with the
information given in the contract documents. Any action
shown is subject to the requirements of the plans and
cifications. Contractor is responsible for: Dimensions
h ch shall be confirmed and correlated at the job site;
tbrication processes and techniques of construction;
c orlination rk with that of all other trades and the
s *tis actory peitor ancq f tyrk. ,
.
LQVXSi�d SObIATES, LLC
Quality Engineered Products, Co., Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS (transferred from file # 04- 0823.03)
1. Manufacturer's die drawings and sections.
2. Drawing No. QEP005, titled "Full Louvered Steel Doors ", sheets 1 through 5 of 5, prepared
by manufacturer, dated Nov 12, 2009, signed and sealed by David M. Schonacher, P. E.
B. TESTS (transferred from file # 04- 0823.03)
1. Test reports on 1) Air Infiltration Test, per FBC TAS 202 -94 (Not Performed)
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202.
3) Water Resistance Test per FBC TAS 202 -94 (Not Performed).
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC and TAS 202 -94
Along with marked -up drawings and installation diagram of double Outswing full
louvered Commercial Steel Doors, prepared by Certified Testing Laboratories
Inc., Test Report No. CTLA 1255 -W -R, w/ revision dated September 14, 2004
(original test report dated July 28, 2004), signed and sealed by Ramesh Patel, P. E
C. CALCULATIONS
1. Anchor verification calculations, dated 10/25/2005, prepared, signed and sealed
by David M. Schonacher, P.E.
D. QUALITY ASSURANCE BY:
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS (transferred from file # 04- 0823.03)
1. Tensile test report prepared by Certified Testing Laboratories Inc., Test Report
No. CTL 1023J (CTLA114W), tested per ASTM E- A370 -97, dated December
02,2003, signed and sealed by Ramesh Patel, P. E.
2. Notice of Acceptance No. 07- 1107.08 issued to Dyplast Product, LLC (Former
Apache Products Company) for `BPS- Expanded Polystyrene Insulation ", expiring
on 01/11/12.
F, STATEMENTS
1. Statesman letter of conformance to FBC 2007 and "No financial interest ", dated
12 -01 -2009, signed and sealed by David M. Schonacher, P. E.
2. Statement letter of compliance, as a part of the above referenced test report,
issued by Certified Testing Laboratories Inc.
G. OTHER
1. This NOA revises & renews # 04- 0823.03, expired on Oct 28, 2009
\ t 1.4,1 ,
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No 09- 0812.17
Expiration Date: October 28, 2014
Approval Date: December 23, 2009
E -1
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT
EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS
DEPICTED IS THE MINIMUM NUMBER OF
ANCHORS TO BE USED FOR PRODUCT
INSTALLATION.
SHIM AS REQUIRED AT EACH INSTALLATION
ANCHOR WITH LOAD BEARING SHIM(S).
MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4
INCH. SHIM WHERE SPACE OF 1/16 INCH OR
GREATER OCCURS. SHIM(S) SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER.
4. FOR INSTALLATION INTO WOOD FRAMING USE
3/8 INCH DIAMETER WOOD LAG SCREWS OF
SUFFICIENT LENGTH TO ACHIEVE 2 1/2 INCH
MINIMUM EMBEDMENT INTO WOOD
SUBSTRATE. WOOD LAG SCREWS TO BE USED IN
3/4 INCH EMT PIPE SLEEVE.
5 FOR INSTALLATION THROUGH iX BUCK TO
CONCRETE /MASONRY, OR DIRECTLY INTO
CONCRETE /MASONRY, USE 3/8 INCH DIAMETER
DYNABOLT SLEEVE ANCHOR BY ITW /REDHEAD OF
SUFFICIENT LENGTH TO ACHIEVE 2 3/8 INCH
MINIMUM EMBEDMENT.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE
EXCLUDE WALL FINISHES, INCLUDING BUT NOT
LIMITED TO STUCCO, FOAM, BRICK VENEER, ANO
SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED
HARDWARE MUST BE MADE OF CORROSION
RESISTANT MATERIAL OR HAVE A CORROSION
RESISTANT COATING.
FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,
DO NOT INSTALL INSTALLATION ANCHORS INTO
MORTAR JOINTS. EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF
MORTAR JOINT INTO FACE SHELL OF BLOCK.
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BY THE ANCHOR MANUFACTURER.
10. INSTALLATION ANCHOR CAPACITIES FOR
PRODUCTS HEREIN ARE BASED ON SUBSTRATE
MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF
0.55.
0. CONCRETE -MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO
ASTM C -90, GRADE N, TYPE 1 (OR
GREATER).
QUALITY ENGINEERED PRODUCTS
FULL LOUVERED COMMERCIAL STEEL DOOR
GENERAL NOTES:
1. THE PRODUC7SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201- 94 /TAS 202 -94 (STRUCTURAL ONLY)/TAS
203 -94
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE /MASONRY AND 21 FRAMING AS A MAIN WIND
FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING
AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. (2) 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION 15 THE
RESPONSIBIUTY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH
THIS DOCUMENT.
S. THIS PRODUCT IS LARGE AND SMALL MISSILE IMPACT
RESISTANT APPROVED IMPACT PROTECTIVE SYSTEM IS
NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING
IMPACT RESISTANCE.
6. DOOR FRAME MATERIAL: 16 GA. STEEL
7. STRUCTURAL MEMBER AT DOOR HEADER MUST BE
DESIGNED TO CARRY 1796/FT LOAD AN D TO BE REVIEWED
BY BUILDING OFFICIAL
(OUTSWING)
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
INSTALLATION & GENERAL NOTES
2
-
ELEVATIONS & DETAILS
3
-
ANCHOR LAYOUTS
4
-
VERTICAL SECTIONS & DETAILS
5
-
HORIZONTAL SECTION, BILL OF MATERIALS, & DETAILS
DESIGN PRESSURE RATING (OUTSWING DOORS WITH LOUVERS)
WHERE AIR AND WATER FILTRATION
REQUIREMENT I5 NOT NEEDED
WHERE AIR AND WATER FILTRATION
REQUIREMENT IS NEEDED
MISSILE IMPACT RATING
POSITIVE
+70.0 PSF
NOT APPROVED
LARGE AND SMALL IMPACT
RATED
NEGATIVE
-70.0 PSF
NOT APPROVED
LARGE AND SMALL IMPACT
RATED
6
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4506 QUALM' 0
TAMPA, Fl. 33634
P6: (8131885-1693 911: (813) 884 -2673
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DWG #:
QEP005
SHEET: 1 OF 5
2.00"
1
30.50"
56.00"
5.00"
81.50"
100.00" MAX, UNIT WIDTH
96.00" MAX.
(48.00' MAX. WIDTH PER LEAF)
-•-- 2.00"
2.00"
INACTIVE
ACTIVE
@ INTERIOR
SIDE
EXTERIOR
ELEVATION
98.00"
96.00" MAX.
MAX. UNIT
PANEL HEIGHT
1 HEIGHT
48.00"
38.00"
36.00" MAX.
LOUVER
WIDTH
9.00' 9.00"
9.00 9.00"
2.00"
98,00"
MAX. 96.00"
UNIT MAX.
HEIGHT PANEL
HEIGHT
52.00" MAX.
UNIT WIDTH
48.00" MAX.
WIDTH
80.00"
MAX.
LOUVER
HEIGHT
6" O.C.
001
2.00'
2.00"
5.00 "1 f
4f
30.50"
56.00"
48.00" 1
38,00"
ACTIVE
81.50"
EXTERIOR
ELEVATION
(3) PIECES, EACH LOUVER,1 /2" SQUARE
BAR STOCK FROM TAMPA STEEL & SUPPLY
WELDED TO LOUVER FRAME AND TACK
WELDED TO EACH LOUVER BLADE
EACH LOUVER ATTACHED TO THE
DOOR WITH (38) #6 X 1/2" SQUARE
DRIVE SCREWS
14 - (LEFT)
14 - (RIGHT)
5 - (TOP)
5 - (BOTTOM)
ILLUSTRATRED SEE DETAIL A
INTERIOR VIEW
LOUVER
1/2" SQUARE BAR STOCK
WELD
DETAIL A
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Pooduele, 160., 9no.
4506 QUALITY LN.
TAMPA, FL, 33634
PH ;(613)685 -1693 F)1 (613)604 -2673
PREPARED BY:
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DWG #:
QEP005
SHEET: 2 OF 5
100.00" MAX. UNIT WIDTH
8.00" MAX.
FROM CORNERS
TYP.
20.00" MAX.
_
O.C. TYP.
8.00" MAX.
FROM CORNERS;
11 TYP. • r..
TOTAL (5) ANCHORS
AT EACH JAMB
TOTAL (10) ANCHORS
AT SILLS
98.00"
MAX.
UNIT
HEIGHT
8.00" MAX.
FROM CORNERS
TYP.
8.00" MAX.
FROM CORNERS
TYP.
II 1 1 1 1 1 1
t'�
ANCHOR LOCATION
INSTALLATION INTO MASONRY
(GROUT FILLED BLOCKS)
52.00" MAX.
—UNIT WIDTH —..._
9.00" MAX.
0.C. TYP.
20.00" MAX.
O.C. TYP.
8.00" MAX.
[FROM CORNERS
TYP,
TOTAL (5)
ANCHORS AT
EACH JAMB
TOTAL (5)
ANCHORS AT
SILLS
98.00"
MAX.
UNIT
HEIGHT
8.00" MAX.
FROM CORNERS I 9.00" MAX.
TYP. O.L. TYP.
ANCHOR LOCATION
INSTALLATION INTO MASONRY
(GROUT FILLED BLOCKS)
8.00" MAX.
FROM CORNERS
TYP.
9.00" MAX.
O.C. TYP.
100.00" MAX. UNIT WIDTH
8.00" MAX.
FROM CORNERS
TYP.
TOTAL (10) ANCHORS
AT EACH JAMB
TOTAL (10) ANCHORS
AT SILLS
7.
98.00"
MAX.
UNIT
HEIGHT
f 8.00" MAX.
FROM CORNERS
TYP.
8.00" MAX.
FROM CORNERS
TYP.
9.00" MAX.
O.C. TYP.
1 1 1 1 1 1 1 1 1 1
ANCHOR LOCATION
INSTALLATION INTO WOOD STRUCTURE
52.00" MAX.
UNIT WIDTH
9.00" MAX.
0.C. TYP.
f
8.00" MAX.
FROM CORNERS
TYP.
1
TOTAL (10)
ANCHORS AT
EACH JAMB
TOTAL (5)
ANCHORS AT
SILLS
98.00"
MAX.
UNIT
HEIGHT
t 8.00" MAX. I 1 1 900" MA
FROM CORNERS I"-'
TYP.
ANCHOR LOCATION
INSTALLATION INTO WOOD STRUCTURE
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PH: (813)485.1693 00 (813)894 -2679
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SHEET: 3 OF 5
#6 5.M.5. 16 GA. STEEL
6" O.C. LOUVER RAID
NO ANCHORS
REQUIRED
IN THE HEAD
OF THE FRAME
(SEE NOTE *)
1 1 1/4"
EXT. I
#6 S.M.5.
6" O.C.
18 GAUGE STEEL
TOP CAP TACK
WELD AND CAULK
4 13/16"
SEE DETAIL B
INTERIOR
LOUVER, SEE
DETAIL
SHEET 2
16 GAUGE STEEL
FULL WIDTH
TOP CHANNEL
SPOT WELD 4" O.C.
16 GAUGE CLOSER
REINFORCEMENT
TACK WELD TO
CHANNEL
EXTERIOR
SEE DETAIL C
SEE DETAIL D
\
4
(4)16 GAUGE
CHANNELS CENTER
REINFORCEMENTS
AROUND LOUVER
DOOR
(4) 16 GAUGE FULL
WIDTH BOTTOM
CHANNEL SPOT
WELD 4" ON
CENTER
SEE ELEVATION
FOR ANCHOR
SPACING 11
11/4" MIN.
EMBEDMENT
DETAIL B
16 GA. LOUVER
COVER 16 GA. STEEL
CUT CHANNEL
16 GAUGE
STEEL FRAME
SPOT WELDS
(3) HAGER
HINGES 43/2°°
x4Y2"
7 GA. STEEL
HINGE PLATE
SPOT WELDS
1 1/4"
STEEL HINGE PLATE
7 GAUGE X 1 -1/4" X 10"
d n'
3" MIN. *NOTE: STRUCTURAL MEMBER
EDGE AT HEADER MUST DESIGN TO
DISTANCE CARRY 179 # /FT LOAD AND
MUST BE REVIEWED BY
VERTICAL SECTION BUILOINGOFFICIAL
CONCRETE /MASONRY
T
47/"
INACTIVE DOOR
0
\ t i
‘11/2..
EXT. I
/
/
DETAIL C
DEADBOLT
STRIKE
ATTACHED
DIRECTLY TO
CHANNEL
WITH 8/32 X
1/2" SCREWS
LOCK STRIKE
ATTACHED
DIRECTLY TO
CHANNEL
WITH 12/24 X
1/2" SCREWS
LOCK/DEAD BOLT STRIKE PLATE
REINFORCEMENT
16 GAUGE STEEL BOTTOM
CHANNEL SPOT WELD 4"
ON CENTER
EXT.
VINYL BULB SEAL /
16 GAUGE
STEEL DOOR
SPOT WELDS
2 1/4"
DETAIL D
(3) HAGER
HINGES
4 1/2" x 4 1/2"
7 GA. STEEL
HINGE PLATE
SPOT WELDS
1 1/4"
2 1/4"
DEADBOLT
STRIKE
ATTACHED
DIRECTLY TO
CHANNEL
WITH 8/32 X
1/2" SCREWS
LOCK LATCH
ATTACHED
DIRECTLY TO
CHANNEL
WITH 8/32 X
1/2" SCREWS
STEEL HINGE PLATE ACTIVE DOOR
7 GAUGE X 1 -1/4" X 10" LOCK/DEAD BOLT REINFORCEMENT
4506 QUALITY L51.
TAMPA, FL. 33634
PH. (B13) 887.1693 F %:(813)889 -2673
REVISIONS
O
Ow
0
S
Q
PRODUCT RENEW
as Balding Code
a the Ne
Acceptance Noa —B t.
Enphrnon Dm y
871 1 ti�-
Dt3Mion _
ea
0
tO
2
DWG #:
QEP005
SHEET: it OF 5
Lf
IVES 360
SURFACE BOLT
3" MIN.
EDGE
DISTANCE
3000 PSI
MIN. GROUT
0
SEE DETAIL
SHEET 4
17/8" MIN.
EMBEDMENT
m
STEEL HINGE REINFORCEMNT
7 GA. X 1 i" X 10 WITH
(4) #12 SMS HINGE SCREWS
CD 5B HORIZONTAL SECTION
JAMB - CONCRETE /MASONRY
15/8"
1/2" ) 1/4
T
�Y-
5"
PEMKO 2005AV THRESHOLD
WITH VINYL SEAL
BBL OF MAIEIOALS
MARK
QUANTITY
DESCRIPTION
1
1
16 GA. (.083) MIN. STEEL HOLLOW METAL FRAME
1
SEE ELEV.
3M" 119' WOOD LAG SCREWS WI Sir EMT PIPE SLEEVE
7
2
10 GA. (.0836) MIN. STEEL HOLLOW METAL DOORS W/ LOWERS Fy M114. -
41,200 P81/FU MIN. ■ 57,800 PSO
4
0
RANGER HINGES 6131218 4-117' z 4A /2' z .13418100
5
2
IVES 380 SURFACE BOLTS
6
6
114" 6 3" STAINLESS STEEL FLAT HEAD BOLTANASHER/NUTS
7
1
1111E811010 PEMKO 62005ev INSTALLED 001010 WOOD SCREWS OR 3/16' 11W
TAPCONS (SEE ELEV, PER SHEETS)
8
1
SCHLAOE AL53P010C31 W/ 8050 DEADLOCK
B
1
RUSWINN C13355 LOCK W/ DL2113 DEADLOCK
10
1
MARKS 195A6 LOCK WI 1306 DEADLOCK
11
AS REQ.
Ef6ANDED PDLYSTYRENE (809) BY APPACHE PRODUCTS (CURRENT RDA)
12
SEE ELEV.
UP OM. DYNABOLT 11 WIREDHEAD SLEEVE A)(C OR (3)6' DIA.9011) X4 -112'
SLEEVE ANCHOR 0/34" DIA. WELDED PIPE SLEEVE W /1 -7/e' MIN.
EMBEDMENT6 3' MN. EDGE DISTANCE
13
AS REQ.
16 GA CUT OUT CHANNEL
14
AS REQ,
16 GA. LOUVER RAIL
15
AS REQ,
18 GA. LOWER BLADE
16
AS REQ.
16-0A. LOWER COVER
INTERIOR
ACTIVE
EXTERIOR
m
(2) 2" X 6" WOOD
BLOCKING
"Ai
isobuovisit
H/3 /9" EMrf
2 1/2" MIN.
EDGE DISTANCE
12 GA. STEEL BOX CHANNEL
1 1/2" X 41/2" FULL HEIGHT
OF DOOR LOCKS AND LATCHES
ATTACHED DIRECTLY TO CHANNEL
HORIZONTAL SECTION
ASTRAGAL
2 -3/8" PIPE WELDED TO
BACKSIDE OF HOLLOW
METAL FRAME
5 3/4"
2"
5/8"
115/16" I 1 115/16" f
17/8" h
16 GA. (.063 MIN.)
STEEL FRAME PROFILE
F3/8"
2 1/2" MIN.
EMBEDMENT
STEEL HINGE REINFORCEMNT
7 GA. X1i "X10WITH
(4) #12 SMS HINGE SCREWS
HORIZONTAL SECTION
JAMB -2X WOOD FRAME
3/8"
1 1/4"
-1 I~
1 5/8"
3/8"
r 11/2" 14
3/8"
2 5/8"
11/2" j-•—••-1
16
md..cld (.,, 9,w
4506 QUALITY LN.
TAMPA, PL. 33634
PH: (519)663 -4693 FX: (813)884 -2673
PREPARED BY:
O • �
sr co
Rn r;
6 1-4
W 1+f
M xx
W.( LL
w • F
01
REVISIONS
0
m
DESCRIPTION
PRODUCT RENEWED
o complying with Ru Rlo,Wi
8I4dIng Code
Aec6pinnp No • �/
EapinUog I36 f/
M4q , l,.w
Dhielen
QEP005
SHEET: 5 OF 5