WS-12-1015Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 174387 Permit Number: WS -6 -12 -1015
Scheduled Inspection Date: August 23, 2012
Inspector: Rodriguez, Jorge
Owner: , BARRY UNIVERSITY
Job Address: 11300 NE 2 Avenue Sage Hall
Miami Shores, FL 33138 -0000
Project: BARRY UNIVERSITY
Contractor: PP3 CONSTRUCTION CORP
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number
Parcel Number 1121360010160 -15
Phone: (305)389 -0065
Building Department Comments
REPLACE EXTERIOR ENTRY DOOR TO DORMS
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
August 23, 2012
For Inspections please call: (305)762 -4949
Page 6 of 31
NOTICE OF COMMENCEMENT
A MOWED COPY MUST BE POSTED =THEM WEST TOBE OF FMST INSPECTION
.414
PERMIT NO. "7: tV/41 'MX FOLIO No//2560010/60
STATE OF FLORIDA:
COUNTY OF mas-DAce
THE UNDERSIGNED hereby ghtes radios that hnprovemerds we be made to certain real
propert% end fn accordance wan Chapter 713, Roads Statutes, the *Wooing information
ts provided in this Notice of COMMentrenIMIL
CF7t4 2012R04031351
OR Bk 28141 P9 2363; (1p9)
RECORDED 06/07/2012 15:45:28
HARVEY RUVIMp CLERK OF COURT
MIAMI-DADE COUNTY, FLORIDA
LAST PAGE
1
Since abate resented for use of reactant dike
1.1-egaigissortptinapfpasp!tywr4streevaddrss: Barry University, 11300 NE 2nd Ave
Miami Sho s F 3316
thescriptionofimprovemen
3.Os)eiddmss Barry Univergitv, 11300 NE 2nd Ave. MS. FL 33161
Interest in properly:
Name and address of fee *via Mien:d=
4..octiftwotm9maddm=wwoovammbm PP3 Construction. 750 NE 96th Street
Miami Snores, FL 33138
5. Surety: (Paymerd bond retorted by owner tom contractoc if mot
Name, address and phone runnben
AMOUnt of bond $
6. Lender's name and arida=
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){a7., Rorkia Statutes,
Name, address and phone number
8. In addtfon to himself, Owners designates the **Mktg person(s) to receive a copy *Me tlerroes Notice as provided in Seaton
713.13f1X4 Rod& Statutes.
Name, address and phone number:
8. Expiration date ea* Notice of Commencement
Ohs /IRO/Matt datiiis 1 yearlearnihe dated aloorteng unfassa difklivedatelsepedged)
wARNING 10 OVIINMANY PAYMENTS MADEBYTHE OWNERAFTER THE EXPIRATION OPINE NOTICEOFOOMIVENGSANTAREOONISIDEREO
TA/MOM MOMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA SMITE% AND CAN RESULT IN YOUR PAYING TWICE FOR
0.1FR0vE)4ENTS TO YOUR PROPERT% A NOTICE OF COMMENCEMENT MUST SE RECORDED MD POSTS) ON TM JOB WE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO ORM RNANCINS, CONSULT INI114 YOUR LINDER OR AN ATTORNEY BEFORE COMMENCV33 BAIRN
OR RECCROING YOUR NOTICE COMMENOBADIt
The
Instrument
I
1;7 . fir
;Personally Mown, or U produced the following type of
Indvdually, or
Signature of Notary Public:
Print
before me this 366 daY cf MAY
2Olti
.1> ' r.1
Under penalties of perjury, I declare that I have read the
the& the facts stated inft are true, to ths best of ray
aroma _ srs Atomized attemectrdparinermanager veto egned abovec
By ay
=MAW PACE* aft
Miami Shores Village IM@METMr-ii
Building Department
e ®
�p � y �'i,• " �t/� � r� 1 DOS° N.E.2nd Avenue, Miami Shores, Florida 33138 B Y: ' . --------- ---°°' o
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
FBC 20 jt�''�j
Permit No. 1 o��1�J 1�
PERMIT APPLICATION Master Permit No.
Permit Type:
JOB ADDRESS: //3 0 0 /V a „,,Z/vo Ave
City: Miami Shores County: Miami Dade Zip: ,3-31
Folio/Parcel#:
ROOFING
(3k96-
Is the Building Historically Designated: Yes NO
Float. Zone:
OWNER: Name (Fee Simple Titleholder): 8000it'y C//VI is rent, /y .C�f . Phone#: 30S- 8 9 C--300 d
Address: / /..Z D 0 /VG aZ''dd /Per
City: e`'ii Soil Sid o.r..wast State: 17.6 Zip: .3-1/4040
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: PFJ (OA14 4'ua/i eo Kam* . Phone#: +3 V 3•" 4 137' d Od,s`
Address: 7s'0 /ledr 9'40 ee4 31 •
City: /i 0401 t . n it Pies State:
Qualifier Name: 60-46/1/ -/ jv7 $ De faG�t► 7G
zip: ..3,3 /Jig
Phone#:Jd' r '38 ? i% 045
State Certification or Registration #: CG C /.S/ (v.S"o9 Certificate of Competency #:
Contact Phone #: 4044s' Email Address: 6004 & De 3 Co me Afa r .0"1". l
'. coo
DESIGNER: Architect/Engineer: ,iu4 SyNA /o04,4; Awe- Phone#: PSy AO/. 6 1106
Value of Work for this Permit: $ lcf, e C1 Square/Linear Footage of Work:
Type of Work: °Addition °Alteration
°New
Description of Work: Rr%hC Aa""Ol er
Vitepair/Replace °Demolition
5.0109. Poors /o t i €# '
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
CCF $ CO/CC $
DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ '361.1 • (J
a' Ilk
Bonding Company's Name (if applicable) ,,
Bonding Company's Address f /d,t
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 FTFCTRICAL 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 inspection fee will be charged.
Signature
/j
Owner or Agent
The foregoing instrument was acknowledged before me this
day of M Ay , 20 a_ by 1 9 VOLVS
Signature
The fore
day of
who is known to me or who has produced who
As identification and who did take an oath.
APPROVED BY �'�'�iL!_J �. -4/ 1•C Plans Examiner
instrument wasnackn
20)2'; by
personally known
,I_ befor-� .
L ��-
� �� 1 (I
or who has prod
tification and who did take an oath.
NOTARY ' UBLIC:
Sign:
Print:
My Co
• Coin ission # EE t Assn.
+3`S'oc mm Nattoo tNotaty
'- ,5•,�ri:o:,� onded TMou9ti
Zoning
Structural Review Clerk
(Revised 3 /12t2012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09)
PERMIT #:
Miami Shores V
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RECEIPT
v -10 1S DATE: '&19-01 `17-
1, 616U9YLLI
'NAContractor
Owner
Architec
Pi
vre 2-
ed up 2 sets of plans and (othe
Address:
AEI
e) CoreEilOrkS
From the building department on this date in order to hpve corrections done to plans
And /or get County stamps. I understand that the plan
Shores Village Building Depa -ntto continue pe
Acknowledged by:
to be brought back to Miami
rocess.
PERMIT CLERK INITIAL:
RESUBMITTED DATE: (ti
PERMIT CLERK INITIAL:
Permit No: 12 -1015
Job Name:
June 7, 2012
Miami Shores Village
Building Department
Building Critique Sheet
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
1) Provide the wind Toad design criteria.
2) The plans show compliance with the 2001 FBC. Please correct.
Page 1 of 1
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 - 762 -4859
MIAMI-DAD'
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
WARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33j75-2474
T (786) 315 -2590 F (786) 315 -2599
www.mlamidadegov /sera! •
Genteel Doors Inc.
4950 Hickmore Street
Ville St. Laurent, Quebec, Canada H4T1K6
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction material§.
The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by
the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas whore 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
Section (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 Section 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 " GenStorm" Inswing Opaque Steel Doors
APPROVAL DOCUMENT: Drawing No. AD11-04, titled. "Genstorm Opaque inswing Door - LMT", sheet 1
through 8 of 8, dated FEB 21, 2012, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E.,
bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and
approval date, by the Miami -Dade County.. Product Control Section.
MISSILE IMPACT RATING: Large Missile Impact Resistant
Limitation:
1. See Design Pressures & corresponding Hardware in sheets 1 & 6. Max. Exterior (positive) DP= +33 (double),
+65 (Single) w/ PEMKO -177 AT threshold, where water infiltration requirement is needed.
2. Options #1 , 2& #3 require total two (2) flush bolts (top.loottom) on in- active panel.
LABELING: Each unit shall bear one of the following permanent labels:
Gensteel Doors Inc. Gensteel Doors Inc. North American Doors Corp.
4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike
Ville St. Laurent, Quebec, Canada H4TIK6 Cornwall, Ontario, Canada K6H7M4 Plattsburgh, NY 12901 -1911
and series/model and the statement: " Miami -Dade County Product Control Approved ".
R ENEWAL of this NOA shall be considered after a renewal application has bee 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 aliange 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 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda, P.E.
NOA No 11- 0907.01
Expiration Date: February 23, 2017
Approval Date: March 08, 2012
Page 1
O EXCEPTIONS TAKEN ❑ MAKE CORRECTIONS
NOTED
0 REVISE AND RESUBMIT 0 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
specifications. Contractor is responsible for: Dimensions
which shall be confirmed and correlated at the job site;
fabrication processes and techniques of construction;
coordination of work with that of all other trades and the
satisfactory performance of work.
MANUEL SYNAJ VSft1 ASSOCIATES, LLC
By Date 5.23.
GenSteel. Doors Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. AD11 -04, titled "Genstorm Opaque Inswing Door - LMI", sheet 1 through 8 of 8,
dated FEB 21, 2012, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E.
B. TESTS
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 (w/ PLMO 177 AT)
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 2411 3.2.1 and TAS 202 -94
7) Tensile Test, per ASTM A370 -05
Along with marked -up drawings and installation diagram of Genstorm Opaque Double & Single
Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s). 6491,
dated 05/31/11, signed and sealed by Martin D. Brinson, P.E.
Note: This test report has addendum letter dated Nov 11, 2011 issued by Fenestration Testing lab,
signed and sealed by Martin D. Brinson, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2007 & FBC
2010, prepared by MCY Engineering, Inc, dated 08/31/11 and last revised on 12/03/12, signed
and sealed by Yiping Wang, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Tensile Test, per ASTM A370 -05 item B (1) (7)
2. Tensile test report NO. FTL 6745 per ASTM A370 -05 dated 12/01/11, issued by Fenestration
Testing Lab, signed and sealed by Martin D. Brinson, P.E.
F. STATEMENTS
1. Statement letter of conformance dated 12/04/11, prepared by MCY Engineering, Inc, signed and
sealed by Yiping Wang, P.E.
2. Statement letter of no financial interest dated 08/04/11, prepared by MCY Engineering, Inc,
signed and sealed by Yiping Wang, P.E.
3. Statement letter of Lab. Compliance, as a part of above test reports.
4. Addendum letter dated 11/11/11 issued by FTL, signed & sealed by Martin D. Brinson, P.E.
G. OTIHER •
1. Test proposals # 10 -0769R dated 11/27/11 and e-mail 11 /01/10 approved by PERA.
2. Distribution agreement between GenSteel Door, Canada & North American Door Corp,
N.Y. dated 10/22/10, signed by Bruno Gervasi and Antonio Gervasi, respectively.
'shag I. Chanda, P.E.
Product Control Examiner
NOA No 11 -0907.01
Expiration Date: February 23, 2017
Approval Date: March 08, 2012
E -1
7r MAX.
(FRAME WDTH)
72' MAX
r
(DOOR OPENING) ..
TWO MOORS
ONE EHMAANCHORT TOP
AT MATER FOR ANCHOR
Ri20 WOOD ONLY
. ,•
y • y
+ t +a
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• 411
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+•44.144 +4 \• 4+4+444�•Y
ME OVAL — +`• PU18Net1Lr. O +++•4.7+
ON SHEET 2- 4, -worm
y' • +� +t..
SILL CORNERS ✓� MAX. • }
TYPICAL EXTERIOR ELEVATION
(DOUBLE PANEL INSWING DOOR)
SERIES OENSTORM OPACUE Oa8WIN0 STEEL DOOR1WI0
-TFs PRODUCT HAS BEEN DESIGNED AND TEBTEQTO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 200712010 EDITION 1N .UD NG
HIGH VELOCITY HURRICANE ZONE (11Vt2).
- DOORS RATED FOR LARGE MISSILE IMPACT AND 00 NOT REQUIRE SHUTTERS.
• SEE DOOR DESIGN LOAD CHART FORAPPI.ICABLE WATER M12N; WITH SILL
PEMKOI7T -AT OR PEMK02009AT
- ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO.
- ANCHORING OR LOADING QONDmon NOT SHOWN IN THESE DETALS
ARE NOT PART OF THIS APPROVAL
MATERIALS INCLUDING BUT NOT UMTTEDTO STEEU6EcTAL SCREWSTHAT CAME
INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS.
- METAL STRUCTURES NOT SY GENSTEEL DOOR CO. MUST SUPPORT LOADS
IMPOSED BY DOOR SYSTEM AND TR NSFER THEM TO THE BUILDING STRUCTURE.
•+ +•
• +' • + •, 4 ,•+F •
• • ♦ • • \ •
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Ir
MAX.
(X)
TYPICAL EXTERIOR ELEVATION
(SINGLE PANEL INSWING DOOR)
-WOOD SUCKS BY OTHERS MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE.
•A LOAD DURATION FACTORIN ALLCANADLE STRESS IS USED
IN DESIGN OF ANCHORS INTO WOOD ONLY.
-ODOR PANEL' MIN. 20 GA. STEEL MIN. Fy .47.3 KM MTN.
DOOR FRAME MIN.18 GA. STEEL MIN. Fy ■ 47.31031 MIN
- DOOR PANEL STAINLESS GPTTON:20 GA STAINLE88 STEEL
DOOR PANEL MEETING MIN. Fy•47.3IAOR BETTERMAY
QUALIFY HAVING IML.0E TIFICATE'AS AVERIFICATION OF
ME AVAILABLE MIN. YIELD STRENGTH.
-DOOR FRAME STAINLESS OPTION: 18 GA STAINLESS STEEL
DOOR FRAME MEETING MIN. Fy o 47.3 kaI OR BETTER MAY
QUALIFY HAVING "MIL•GERTIFICATE'AS A VERIFICATION OF
THE AVAILABLE MIN. YIELD STRENGTH.
Tea
EGRESS REQUIREMENTS TO BE REVIEWED
BY BUILDING OFFICIAL
WIRE ANCHOR LAYOUT
DOOR DESIGN LOAD
FOR Oea?BWOW
"WI AB A EDBYF2O
DOME DOOR
MOW DOOR
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OPTIONAL EMBOSSED DOOR LEAF PATTERNS (MIN Fy =47.3KSt)
SEE TYPICAL
ANCHORS IN SHEET
(SEE ELEVATION FOR
SPACING SHEET 1)
i
SEE TYPICAL
ANCHORS INSHEET3
(S£EEL£VATIONFOR
SPACING MEET 1)
EXTERIOR
DOUBLE RABBET ANCHOR I.00MION
SINGLE RABBET ANCHOR LOCATION
WW2 ME COMET
ttt c sta toitmo q "0,,
TA
OF
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SBEXT 2 0P 8
SUBSTRATE
l ' ... . • v lima "?a' L ?_3. : d'. a...
B DNA. TAPCCPt8 Brr W Fw:)O KSI Fu a 120 K81
DIRECTLY INTO 2BY W000 BUCK
DIRECTLY INTO CONCRETE BLOCK 101000 PSI
DIRECTLY INT01d 3000PSICONCRETE
1 -112` MIN. 04BED
2-112` MIN. EiX E DISTANCE
SPACIN
#6 x 5/8° SMS
@ 6" O.C. TYP.
0
re
HEAD DETAIL
HEAD DETAIL
(DOUBLE RABBET FRAME)
1
TYPE TI<
ZOLL
TYPES
TYPE G.
?M'DIA.HLCSLEEVEA! 10RBY4ILTI'
D1REC1tY INTO1•3000 PSI CONCRETE 3° MEL EDOEDIST.
DIRECTLY INTO fd PSI cONORETE D0.00K we MIN. EDGE DINT:
1.114" MIN. EMBED & V4'Y00H. SPAM=
3 J B " C I A . BCE EVE ANCHORSIC EMr
DIRECTLLYINTOtd 0PSICONCRETE,2. r mat EMaED
DIRECTLY INTO 102000 PIN OONORETE BLOCK 1414"1204. EMBED
3412941118. EDGEDISTANCER4MIN.O0.SPACING
3Ir DML POMI6l BNX.TBY 9RTWfS S
DIRECTLY INTO fd"3000 PSI CONCRETE
242" MT N. EMBED
3" MIL EDGE DISTANCE & MIN. 4' GC. SPACING
STEEL : Fy • 36 K$I MIN.
INTO METAL STRUCTURES (STEEL OR ALUMINUM VS" MIN. THICK)
ALUMINUM :808348 MR
(STEEL IN CONTACT WITH ALUMINUM TO SE PLATED OR PAINTED)
WIRE ANCHOR (FY =1)0M U
0.173 DIA. STEEL WI EANCHORS EMBED PRO FILED CONCRETE BLOCK
TYPICAL ANCHORS m THRESHOLD
AS X 1" EMS
41eO.O.
PUNCHED HO
/SX 1"8M6
eac.
._ _L la.. «_4. -_ -- -_ .ci . 1
DIRECTLY INTO fd P81 MAN. CONCRETE
1 -12" MIN. EMBED
We M1N. EDGE DISTANCE
114"TAPCONSYRW FY ■110108 Fits 120KMI
DIRECTLY INTO fd PSI MN. CONCRETE
142" MIt EMBED
2- 11rmin EI EDISTANCE
ALL FRAME JOINTS AND comps TO 8E SEALED
WITH SIWOONEATP TER
MIN.
EDGE GIST.
TYPICAL. ANCHOR
(SEE ELEVATION
FOR SPACING)
TYPICAL PEMKO 177 -AT THRESHOLD
WATER RATED THRESHOLD
(SEE Op TABLE ON SHEET 1)
r..ABAs
X /z.
ttttttttt 1,17*
MIN.
•EDGE DIET.
TYPICAL ANCHOR
(SEE ELEVATION
FOR SPACING)
TYPICAL PEMKO 2005AT THRESHOLD
NON WATER RATED THRESHOLD
(SEE Dp TABLE ON SHEET 1)
• •� "
Fatrivir
Anse -04
SLIM 3 07 8
.,,..,..
SEE TYPICAL
ANCHORS IN SHEET 3
(SEE ELEVATION FOR
SPACING SHEET .1)
118x818' SMS
8* 0.0. TYP.
GROUT FILLED INACTIVE
FRAME JAMB AS
ACTIVE
SEE LOOK OPTIONS
WIRE ANCHOR WIRE ANCHOR
(SEE SHEET 1 (SEE SHEET 1
FOR SPACING) FOR SPACING}
ci'
WIRE ANCHOR EMBED
®OR
SEE LOCK OPTIONS AT EA.
IN SHEETS ACTIVE ANCHOR
GROUTFIU.D
FRAME JAMB
Te=3.000 PSI MIN.
NOTE: JAMB MUST FULL
BEARING ON SUBSTRATE.
DOOR SECTION DETAILS
FOR DOUBLE RABBET DOOR FRAMES
8HEE7 4 08 8
114" MAX
SHIM SMcE
' SEE TYPICAL
ANCHORS IN SHEET 3
(SEE ELEVATION FOR
SPACING SHEET 1)
SEE TYPICAL
ANCHORS IN SHEET 3
(SEE ELEVATION FOR
SPACING SHEET 1)
SEE LOCK OPTIONS
IN SHEET
GROUT FILLED
v
SEE TYPICAL •
ANCHORS IN SHEET 3
(SEE ELEVATION FOR
SPACING SHEET 1)
NOTE: JAMB MUST FULL
BEARING ON SUBSTRATE.
DOOR SECCION DETAILS
FOR SINGLE RABBET DOOR FRAMES
PIWONO
AD11 -04
LOCK \ O 1 ION . CAN AOP Y TO SINGLE DOUBLE R DOORS ACTIVE PANEL
(EXTERIOR ELEVATIONS - INSWIMG DOORS)
OPTION 1
ACTIVE LEAF:
DOREX 12 SERIES LOCK SET
40 5/16" FROM BOTTOM
INAC"11VE LEAF:
STRIKE FOR LOCKSET.
IVES F8458 MANUAL FLUSH BOLT
(TOP & BOTTOM)
OPTION 2 .
ACTIVE LEAF:
SCHAGEAL SEES LOCKSET,
. 40 6118• FROM BOTTOM.
& SCHUIGEB SERIES DEADLOCK,
48 5118" FROM BOTTOM.
INACTIVE LEAF:
STRIKE FOR LOCKSET.
STRIKES FOR DEADLOCK
IVES FB 458 MANUAL FLUSH BOLT
TOP & BOTTOM
OPTION 3
ACTIVE LEAF:
DOREX FH SERIES 10CKS6T.
40 6118" FROM BOTTOM.
DOREX TLA SERIESDEADi C,
48 5118" FROM BOTTOM.
(STRIKE tOCKSET.
snows FOR DEADLOCK
IVES F8 458 MANUALFLUSHBOLT
TOP &BOTTOM
HINGES: STEEL BUTT HINGES 3 PER LEAF. LOCATED
AT 12" MAX. FROM TOP OF THE DOOR TO CENTER
. LINE OF 1ST HINGE AND TO BE SPACED OUT NOT TO
EXCEED 33" FROM CL TO CL OF HINGE. TO BE
FASTENED BY (4) 812-24 x 4" FLATHEAD MACHINE
SCREWS.
HARDWARE LOCATIONS: ALL THESE DOORS WERE
MANUFACTURED WITH THE CYLINDRICAL., LEVER, OR
KNOBS AT 40-5/18" C.L. FROM THE BOTTOM OF THE
FRAME. ALL THE DEADLOCKS WERE POSITIONED
48 -5/18" FROM THE BOTTOM OF THE FRAME
(X)
(X) •
OPTION 4
ACTIVE LEAF:
SWAGE AL SERIES LOCK SET,
40 5/16" FROM BOTTOM.
& SCHLAGE B SERIES DEADLOCK,
48 5/16" FROM BOTTOM
OPTION 5
ACTIVE LEAF:
DDOOREX FHA SERIES LOCKSET,
405/18' FROM BOTTOM.
OPTION 6
ACTIVE LEAF:
DOREXFH SERIES LOCKSET,
405/18" FROM BOTTOM.
DOREX T A SERIES DEADLOCK,
48 5/18" FROM BOTTOM.
OPTION 7
ACTIVE LEAF:
SCHLAGEAL SERIES LOCKSET,
40 5118" FROM BOTTOM.
CONTINUOUS VERTICAL
LACK SEAM SPOT WELDED
AT EACH END
DOOREDGE CON5TRUCTtON
MU DAME COUNTY
1
13
Ye' 4
ra :f
8•
20 GA (0.0 STEEL STRAP
4. TOW
a
t%' 3Yfi _ REINFORCEMENT
310 9121
41
Ij
n 3 i17MDl •
I 1 �p
^`
_18 GA(O.048 STEEL BARREL
SUPPORT
1S GA (0.098') STEEL EDGE
_ REINFORCEMENT
1 .1090
��.� H01.E80Rq.LE0
ANDTA SCREWS
��DRf�O
;�, I
A
S MAO 177ATPU HOLE
M!4
3"
O '
/12-24x1/2"
O
o
RIM
,
mow
C�THttGSMC)1D
►:�
.
!";
oixe
) •
FHMB
(4 PER LEAF)
0.04•THIKSTEELHug
di•Mk
_Y
�`
s.••�-
)FRAME 1164D 18&1t004878im
to
FAiMeeMDOd ti44040.O/aiaan
1EIOIRIE
?.
4. - "`,. '••_
L.!(G11.01DRIC•ALDX&
REINFORCEMENT ASSEMBLY
ALSO FOR DEAD 80I.T)
r • • • ' :
ti '
gg
gig
g i g
Thfl
1 (SINGLE RABBET)
RABBET)
V roo*24
FASOSO STEEL
.
.
JJ��
O
B9A
prs
•
i
V
i
•
ea
i
*(m)
I�
FFLOOR 0
+070
01%3010 y MA50NRYANCHOR
t:HOR A
1
® MASONRY WIRE ANCHOR
OPRAMEJAMB
18GA(04MSim
i '
rA r
s ,
�°
. �
„�.�
1.00
001I
,DOT
FN
d4
el
0 n
MUM
APEDPO
HOLES DRILLED
AND TAPPED FOR
I12Z4WRENS
o -na?
re
01NGLE RABBET)
;1
y(
1
.1.0 n
a
a la ;
7
��
� IOOD 1eC,�lro.O�895(EEL
a
i._•
•
' tri p .
T ^^
I n .J...
.0011111141/20,
.�
�w `
1401E8 DM=
ANDTAPPED1OR
Al2.24
.
.�-
'
•
- r:
�OG1Dsour=me O ffiir
Q ASAaTR1/12DOi .. +.
• •
....................
42.
OPTIDFW.
w
F.
:tLii'BIW .')C
* c&t..
� w
FRAME
(;)FRAME
IIII�
YAK
JAMB
JAMB OPTION
taat/3404
130' 101
i
.�
r
I8
0 s.
's'CO5 . +`'�, mmo-a
0 04
i S1ONP`‘' Anil -0
ffP
. t i _
P
MW a1DE COMM
tGO.)n4 MET 4 OF 8
® OPTION
4
BILL OF MATERIALS
ITEM •
.PART No,
MATERIAL
QTY,
_
DESCRIPTION
MANUFACTURER/SUPPLIER/ REMARKS
•'
,11
1
-
STEEL DR ST /ST
AS READ,
FRAME HEAD
18 GA, C0.048M1NJ Fym 47.3 KSI MIN,
2
2
-
STEEL DR ST /ST
AS REM
FRAME JAMB
18 GA. C0.048MIN.) Fye 47.3 KSI MIN.
a
3
PMK177 -AT .
ALUM,
1
THRESHOLD WITH THERMO SEAL INSERT
PEMKD 177AT
{ ►�!
a
r
..
I
4
PMK 2005AT
ALUMINUM
1
OPTIONAL TH INS
RESHQLD WITH THERMD SEAL INSERT
PEMX0.200547
5
-
STEEL DR ST/ST
AS READ,
DOOR PANEL 1 3/4' THK,
20 GA. (0.036MIM Fy@ 47.3 KSI MIN.
'k4
g`�
g$
.gI
In
ggg�
dd71
1
E
E
6
DR1600
STEEL
AS READ,
CYLINDRICAL LOCK REINFORCEMENT
GENTEEL. PROGRESSION WELDED TO THE PANEL
7
fRI000
STEEL
AS READ
DEAD BOLT STRIKE REINFORCEMENT
GENSTEEL PROGRESSION WELDED TO THE PAM
8
FA0010
STEEL
AS RECD.
BUTTERFLY MASONRY ANCHOR
GENSTEEL
.9
FRI300
STEEL
AS READ.
ASA STRIKE BOX
GENSTEEL PROGRESSION WELDED TO THE FRAME AHD/DR THE DOOR
10
FA3030
STEEL
AS READ.
MASONRY WIRE ANCHOR 0.173 D1A.
GENSTEEL Fy=60 KS! Fv 24 KSI MIN.
11
FA1040
STEEL
2
FLOOR ANCHOR 18 GA. C14 x 1-j') COPTIDN) _
GENSTEEL
12
HRE000
STEEL
3 PER LEAF
HINGE•DUSTBOX
GENSTEEL
13
HRI030
• STEEL
3 PER LEAF
HINGE REINFORCEMENT MELDED TO FRAME & DOOR
GENSTEEL PRDDRESSRIN WELDED TO THE FRAME AND/OR THE DOOR
14
HINGE
STEEL
3 PER LEAF
4 1(2' LONG HINGE
HAGER USA DR EQUAL
1,
15
FA3012
STEEL
AS READ
ANCHOR CLIP COPTmN)
GENSTEEL PROGRESSION WELDED TO THE FRAME
16
PEMKD P375R
-
AS READ
PEMCO 3738 ASTRAGAL WITH SPONGE NEOPRENE
PEMKO WITH 06x5/8' ST/ST SMS 8 6' ELM)
17
PERKO 303 S
STEEL
AS REA0.
' PERIMETER GASKETING WEATHERSTRIP ADAPTER
PEMKD (WITH 06x5/8' ST/ST SMS B 6' 0.0.)
i
1'
}W
v
18
PEMKD 387
-
AS READ.
ADHESIVE CLOSED CELL SPONGE WEATHERSTRIP
PEMKD.
19
PEMKO 88
SILICONSEAL TM
AS READ.
ADHESIVE GASKETING WEATHERSTRIP
PEMKO
20
PEMKO 315J'I
-
1 PER LEAF,
DOOR SWEEP WEATHERSTRIP AT BOTTOM DF PANEL
PEMKO (WITH 06x1' ST/ST SMS 0 6' O.0),
21
HONEYCOMB CORE
.-
AS READ
INSIDE DF DOOR, PANEL
GENSTEEL
22
IVES FS 458
STEEL
AS READ.
IVES TOP & BOTTOM FLUSH BOLTS
IVES
23
CH3601
STEEL
AS READ.
1' X 1 -5/8' X 1' X 18GA DDDR END CHANNEL
GENSTEEL
•
g,
' SLOTS
BRACKET
GUSSET
MS ON
Li.
•
CO FoR NNECTION
FOR INIEGRAIED
Jam
NoWELOINGFoR
Ai
.41
.
1
Ire,
41;..4
.40
J`
.
I
1
i
TABS
mvAKE
678
li
�
�7
4
•L
.... yd :NQ$��`e
MIAMI DADE CWMTY
C ;:fi 2X77 jlif::
.
CORNER FRAME CONSTRUCTION
THE JAMS AND-HEAD MEETING CORNERS ARE
NOT REQUIRED TO BE WELDED TO EACH OTHER.
ALL THE FRAMES WERE TESTED AS 'KNOCK -DOWN" UNITS.
• H `
.
% '. 1: L q
' '_i�FSSIO4 '�,ADii
J
`'
-04
F f f L
MET 8 07 0
•