WS-16-1079 I, ,
Inspection Worksheet
Miami Shores Village I
10050 N.E.2nd Avenue Miami Shores, FL V
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-257324 PermitNumber: WS-4-16-1079
Scheduled Inspection Date: December 07,2016 Permit Type: Windows/Shutters
Inspector: Naranjo, Ismael Inspection Type: Final
Owner: PAUL,GEORGE&CHRISTINA Work Classification: Door Replacement
Job Address:1015 NE 93 Street
Miami Shores, FL Phone Number (305)323-8178
Parcel Number 1132050150050
Project: <NONE>
Contractor: FAB INTERIOR&EXTERIOR INC. Phone: (305)7514447
Building Department Comments
REPLACE FRONT DOOR( 1 OPENING) Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
reinspection fee is paid
December 06,2016 For Inspections please call: (305)762-4949 Page 2 of 29
�� � Miami Shores Village
� \�\ Building Department ' ✓ a F
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 APR 2 1 2016
Tel:(305)795-2204 Fax:(305)756-8972 4y:
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20
BUILDING Master Permit No. �
PERMIT APPLICATION Sub Permit No.
ZBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
J
CONTRACTOR DRAWINGS
/
JOB ADDRESS: /® &)F Ct
City: Miami Shores County: Miami Dade Zip: -34S7
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): ]/1 f/S hi xi AQ L�(r� Au)— Phone#: ,YD5 z k/ L®
Address: 's I
City: F State: T I Zip: 3 s 1
Tenant/Lessee Name: Phone#:
Email:
30
CONTRACTOR:Company Name: ,� j� 1��r1,c ez'cacaA/ K0,5 Phone#:
Address: 4-R-6:1 A'a ka"
City: j State:,z/A Zip: 3
Qualifier Name: SEES ,u % 6,4A_e_i`.d. Phone#: .3 US-314. C
State Certification or Registration#: r a C A6 '7_)2 9: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ Square/Linear Footage of Work: 6-/,:Z 3
Type of Work: ❑ Addition /❑ Alteration ❑ New V ir/Replace . ❑ Demolition
Description of Work: PLC 01,kj i
Specify color of color thru tile: 11
Submittal Fee$ Permit Fee$ `E CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ 2 Notary$
Technology Fee$ ' - V Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ A z®
(Revised02/24/2014)
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS,HEATERS,TANKS,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$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a re' ection fee will be charged.
&r4—Signat r Signature 7
��/ .OWI R orAGENT (� CONTRACTOR
Th of ( instr�u(n�w�s acfc�`n'oybvledid/ re�this The foregoing instrument was acknowledged before me this
day of a. ��✓' 20 /d .by .2 6 day of :::7A- ly/ ,20 //z ,by
7777!,(/wh/obis personally T-7know�n/toi2AF,Qls /b 64&1Q,1'#4-L,who is personally known to
me or who has produced D 7-700/ ,13 me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: 1`'�rr�,,4, NOTARY PUBLIC:
N mor
5
Sign: ""y� r�oele Sign:
Print: Print: O
Seal:s� 1�/� r Seal: • My COMMISSION#EF-209593
NT EXPIRES June 19,2016
�'`' (a0i 399-0153 FbeldaN Senica.eom
s+e *** s�**s�*:***��***■sr*�**�**s*six*s**s*�***•�x�w�**yrs*****�*�**s�*�***t
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
f n
Miami Shores Village 7jlpr�:1IEI� IfShUtt#t$
10050 N.E.2nd Avenue NE
i/Il�r#Gfc3Sw+'tl�Ct��t?i'i''�i>Of��� �
Miami Shores,FL 33138-0000 ` v
`tion
33 Phone: (305)795-2204
��\
'At" Expiration: 10/26/2016
Project Address Parcel Number Applicant
1015 NE 93 Street 1132050150050
Miami Shores, FL Block: Lot: GEORGE S CHRISTINA PAUL
Owner Information Address Phone Cell
GEORGE&CHRISTINA PAUL 1015 NE 93 Street (305)323-8178
MIAMI SHORES FL 33138-
1015 NE 93 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 1,500.00
ALL DADE GENERAL CONST INC (786)307-5891 (786)452-5627
Total Sq Feet: 0
Type of Work:REPLACE FRONT DOOR(1 OPENING) Available Inspections:
No of Openings:1 Inspection Type:
Additional Info:
Window Door Attachment
Classification:Residential Final
Scanning:3 Review Building
Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20 Invoice# WS-4-16-59494
DBPR Fee $2.00 04/29/2016 Credit Card $76.20 $50.00
DCA Fee $2.00
Education Surcharge $0.40 04/21/2016 Credit Card $50.00 $0.00
Permit Fee $110.00
Scanning Fee $9.00
Technology Fee $1.60
Total: $126.20
In consideration of the issuance to me of this permit, 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, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foping information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zo 'ng,Futh �Ie
re the above-named contractor to do the work stated.
April 29, 2016
Authorized n Applicant / Contractor / Agent Date
Building Department Copy
April 29,2016 1
r
CD CM2
i
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. . .... ......
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., W
RAMMS ENGINEERING, INC. Kd = .85
2100 W'76 ST., HIALEAH, FLORIDA FLORIDA BULDING CODE, 2014
Robert S. Monsour, P.E. FI# 11955/0006024 ASCE 7-10 MIAMI DADE COUNTY
DESIGN WIND LOADS (LBS/SQFT) FOR 175 MPH WIND Zd�' .. ...
Interior& Exterior Zones (4&5-Walls) Positive Pressures OW u OAMD NQR •�•
Exposure D For the 175 mph Wind Zone WITH* •• JUSTMENf :. ..:
Effective Wind Area or Tributaryy Area in S uFeet •..• •••
Height CtO 20 30 40 50•0•• 0060 .. ..'
Maximum 1.00 . 0.95 0.92 0.89 0& •• 000.88 •• •;•
15 8.9 46.7 45.4 44.5 4 : . . 4'3.2 '.
20 51.3 49.0 47.6 46.7 4 .9 •• S •••
25 53.2 50.8 49.4 48.4 47.60 : .A.Z.0
30 55.1 52.6 51.2 50.1 49.3 •48.
40 57.9 55.3 53.8 52.7 51.9 51.2
50 60.3 57.6 56.0 1 54.9 54.0 53.3
60 62.2 1 59.4 1 57.8 56.6 55.7 55.0
Interior Zone (4-Walls) Negative Pressures
Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT
Effective Wind Area or Tributary Area in S uare Feet
Height 10 20 30 40 50 60
Mum -1.10 -1.05 -1.02 -0.99 -0.98 -0.96
15 -53.1 -50.9 -49.6 -48.7 .-47.9 -47.4
20 1 -55.6 -53.3 -52.0 -51:0 -50.3 -49.7
25 -57.7 -55.3 -53.9 -52.9 -52.1 -51.5
30 -59.8 -57.3 -55.8 -54.8 -54.0 -53.3
40 - -62.9 -60.2 -58.7 -57.6 -56.8 -56.1
50 -65.4 -62.7' -61.1 -60.0 -59.1 -58.4
60 -67.5 -64.7 1 -63.0 -61.9 -61.0 1 -60.2
Exterior Zones (5-Walls) Negative Pressures
Exposure D For the 175 mph Wind Zone WITH A ADJUSTMENT
Effective Wind Area or Tributary Area in S uare Feet
Height 10 20 30 40 50 60
Maximum -1.40 -1.29 -1.23 -1.19 -1.15 -1.13
15 -65.5 -61.1 -58.5 -56.7 -55.3 -54.1
20 -68.7 -64.1 -61.4 -59.4 -57.9 -56.7
.25 -71.2 -66.4 -63.6 -61.6 -60.1 -58.8
30 -73.8 -68.8 -65.9 -63.8 -62.2 -60.9
40 -77.6 -72A -69.3 -67.1 -65.5 -64.1
50 -80.8 1 -75.3 -72.1 -69.9' -68.1 -66.7
60 -83.3 -77.7 -74.4 -72.1 -70.3 -68
Length of End Zone (a): 10% of least horizontal dimension or.4 h, whichever is fkI ly
but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height i
AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT OF
-MIAMI-a
MIAMI-DADE COUNTY
R00-1 PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONONIiC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE AWKINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wnvw.miamidade.gT/economy
Unlimited Security Doors,LLC
5578 N.W. 161 street,
Miami Gardens,FL 33014
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 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 perforin 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. RER 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"HI TECH"Outswing Steel Entrance Doors-Impact.
APPROVAL DOCUMENT:Drawing No.W08-73 Rev D titled"Series"HI-TECH"OutSwing Entrance Door"
Sheets 1 through 7 of 7, prepared by Al-Farooq Corporation,dated 08-11-08 and last revised on August 21,2011,
signed and sealed by Javad Alunad,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 Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. Max.height.of the door with Wood veneer is limited to 100"(w/min 5 Hinges)and Decorative Steel is
limited to 83"(iv/min 4 hinges). See hinges location in sheet 6.
2. Spot welded steel shear plate#22 is required at frames at head,side jambs and sill.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Yongkang,Zhejiang,China
and series and following statement:"Miami-Dade County Product Control Approved",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 expitation 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 NQ►At AVI to pr9,tLded to 11ouser by the manufacturer or its distributors and
shall be available for inspection at the joUs+ite of the le4a4st hL,$uilding Official.
This NOA revises&renews NOA#13-mit.09 add cdhsi;s 41his page 1 and evidence pages E-1,as well as
approval document mentioned above.
The submitted documentation was re,�esrec gy Ishaq t•dhaulla,I~V.- rte NOA No.14-0616.03
MIAMI•DADE COUNTY ••• + • + . .,• + . Expiration Date: July 22,2019
z, • • • • • • • • 28,2014 Approval Date. August
+ m • . . . . Pagel
••• • • • ••• • •
Unlimited Security Doors,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections(Submitted under files#13-0114.09/#09-0128.07)
2. Drawing No. W08-73 Rev D titled"Series"HI-TECH"Outswing Entrance Door"Sheets i
through 7 of 7,prepared by Al-Farooq Corporation,dated 08-11-08 and last revised on August 21,
2014,signed and sealed by Javad Ahmad,P.E.
B. TESTS(Submitted under files#13-0114.09/#09-0128.07)
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
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 24113.2.1,TAS 202-94
Along with installation diagram of double outswing steel doors,marked-up by Fenestration Testing
Laboratories, Inc. Test Reports Nos. FTL 5478(FTL07190),dated 01/26/09 and FTL 5656
(FTL08090)dated 01/27/09,both signed and sealed by Carlos Rionda,P. E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-2014, prepared by
Al Farooq Corporation,dated 07/30/14,signed& sealed by Javad Ahmad,P.E.
2. Anchor verification calculations and structural analysis,complying with FBC-2010,prepared by
Al Farooq Corporation,dated 08/20/12,signed&sealed by Javad Ahmad,P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS (Submitted under files#13-0114.09/#09-0128.07)
1. Tensile Test report No. FTL5478,Tests#1,2 &3 dated 01-26-09 per ASTM A-370-05 for steel
face sheet,prepared by Fenestration Testing laboratory,signed and sealed by Carlos Rionda,P.E.
F. STATEMENTS (except item#l,all other submitted in previous NOA(s)submittals.
1. Statement letter of conformance to FBC 2014 and letter of no financial interest, prepared by AI
Farooq Corporation, dated 07/30/14,signed and sealed by Javad Ahmad,P.E
2. Statement letter of conformance to FBC 2010 and letter of no financial interest,prepared by Al
Farooq.Corporation,dated 08/07/12,signed and sealed by Javad Ahmad,P.E.
3. Statement letter dated June 24,2013 issued by Unlimited Security Door,LLC of legal name
change and requesting NOA to be issued to new name and existing NOA# 09-0128.07 (NAS
Unlimited Doors,LLC)to be rescinded.
4. Statement letter dated Jan 14,2013 of NAS Unlimited Door, LLC transformed to Unlimited
Security Doors,LLC, signed by Sergio Mattig,MGRM,NAS unlimited.
5. Lab compliance as pail of the above referenced test report.
G. OTHER
1. This NOA revises & renews NOA# 13-0114.09,expired on 07/22/14.
2. Test proposal#07-3338, 07-331$ 4nig07-Q33.8R-1,Oated 06/05/08, approved by BCCO.
3. Distribution agreement dated (X/11/13 Ks&fed 1:0irtited Security Doors, LLC(USA distributor)
and the Zhejiang Yangkang Dggrs,.�Jii;jJnMuJagtufgr), signed by Maylin Matting and Xu Mian
Bo on behalf of the respective companies.
4 Previous NOA(s)# 13-0114.Q95 A09-01U.07.(Fogner IJAS Unnlimitgd Doors, LLC) .
. . . . �, .
•; ;. :. Islinq I.Clianda,P.E.
•• Product Control Examiner
NOA No. 14-0616.03
... ... Expiration Date: Jule 22,2019
:.: Approval Date: August 28,2014
... . 0 0.0 ... . .
40 1/4°MAX. 78°MAX.
FRAME WIDTH FPAME WIDTH
HEAD&SILL ANCHORS i
AT STILE ENDS
CLUED ON +CLUED ON (6)AT 3°O.C. Z /
WOOD 0R PVC VENEER 18°MAX. A W000 OR OPTIONAL
iHEAO/SYLL F
OPTIONAL HEAD/SILL CORNERS
CORNERS . Q
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ACTIVE ACTNE .INACTNFe••••• • tO •••
SEE SHEET a B SEE SHEET 6 8 •••••• c55 I�
FOR(S)HINGE OPTIONS FOR(8)HINGE OPTIONS t • • z I,-`” •
36 1/2°MAX. �a $ 38 1/2°MAX. • • • 7 tsmoo •••
LEAF WIDTH Lam•WIDTH • • •i •
Cx, `xx) • • • eqi•
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MAXIMUM DESIGN LOAD RATING ,a+ 70.0 PSF Aos c R
SERIFS HI-TECH OUTSWING ENTRANCE DOORS (FOR SIZES sHM OR SMALLER — 80.0 PSF
WISH DECORATU WOOD VENEER AS O0 CODE)BY
RATIVE STEEL SURFACE OoORS WITH WOOD VENEER •N YY ii
EGRESS REQUIREMENTS TO BE REVIEWED BY BUILOIND OFFICIAL 8 8
DOORS ARE APPROVED FOR INSTALLATIONS WHERE
WATER INFILTRATION RESISTANCE IS REQUIRED. •
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE S
REQUIREMENTS OF-THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY C o a m u o
HURRICANE ZONE(HVHZ). THESE DOORS ARE RATED.FOR LARGE do SMALL MISSILE IMPACT.
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. 4
LOADS TO THE STRUCTURE. IL JAM _
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DEFAILS,ANCHORS CIA '
EMBEDMENT TO BASE MATERIAL SHALL 13E BEYOND WALL DRESSING OR STUCCO. �p VO"2
ANCHORING OR LOADING CONDRRONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL.
A.LOAD'DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drawing If
MATERIALS NCI UD1NC BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT ' /J W08-73
- .COME INTO CON.iACT WITH OTHER'DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG.CODE.
sheet 7�
D
40 1/4°MAX.
FRAME MOTH FRAME VAOTH W
HEAD&SILL ANCHORS z
GLUED ON (5 STILE ENDS q�
WOW OR PVC VENEER 18°MAX. Al WOW OR OUVENEER Is*MAX. J�(5)AT S°O.C. � 'R
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SEE SHEET C B 1 SEE SHEET 87 BI :f•:•: Z U �cv� •
FOR(4)HINGE OPTIONS 1/2°MAXFOR(4)HINGE OPTIONS 38 1/2 MAX. • f • I��"�+ a•f
LEAF WIDTH LEAF moTH • • a i
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MAXIMUM DESIGN LOAD RATING -+ 70.0 PSF Of t ,o j 0
(FOR SrM SHOWN OR SMALLER — 80.0 PSF
AS LMTED BY CODE)
DOORS WITH DECORATIVE STEEL SURFACE
EGRESS REQUIREMENTS TO BE AMEWED BY BUILDING OFFICIAL
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TYPICAL ANCHORS 1-1/8°X 3-1/2"WOOD BUCK ANCHORSMETAL
SEE ELsVAT04S IYPiCAt ANCHORS S.G. a Obs � � ELEVATIONS STRUCTURE (�
FOR SPACING SEE ELEVATIONS EMBEDED IN EXPANDING FOAM FOR SPACWG
EDGE '
ley
WOOD BUCK FOR SPACWG OR SILICONE
EDt'E Q EO ST. EDGE 01ST.
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19 �� 4 •y 19 all,
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MIAMI–DADS COUNTY APPROVED
MULLION&MULLION ANCHORS
a 1 1 SEE SEPARATE NOA
f8
81— I SPOT 1VELDED TO FRAME EDGE QIST. 1
1 1 1 —Y. ••
—1 U
10 10 1u TO WOOD BUCKS AND METAL STRUCTURES NOT BY UNLIMITED DOORS • • as •• ••••
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM •• a • •
as za AND TRANSFER THEM TO THE BUILDING STRUCTURE. $ • •
TYPICAL ANCHQI2S sEE ELEv.FaR SPAaNcS o
1/4" DIA. R T
URAMN BY 'ELCO' (F.-i77 KSI,FY-155 XS0 FSEEEE.MONS :•• } M ••
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 0000
SEE SHEET 4 • CIY
0 a' 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
a ' THRU i BY BUCKS INTO CONC. OR MASONRY •••••• i•• �7
•••
1-1/4" MIN. EMBED INTO CONCRETE (HEAD) •
8 $
1-1/4- MIN. EMBED INTO CONC. OR MASONRY (JAMBS) •• • z ^ ••
W DIRECTLY INTO CONC. OR MASONRY • • •• :3 •••
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) • • •
1-1/4" MIN. EMBED INTO GONG. OR MASONRY (JAMBS) •••• •• ••:
$14 SMS OR SELF DRiL i iNO SSS (GRADE 2 CRS) •••
INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8")
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) PRODUCT k&VIbED
ALUMINUM : 1/8" THK. MIN. (6063—TS MIN.) at emaplying wHe tke PbrHk
o
18 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AerraraNa13E
�IPIryMoa TENT 2
18 �; MOCAL EDGE OIST ( }
f I INTO CONCRETE AND MASONRY = 2-1/2" MIN.
i INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN. q• S
WOOD AT HEAD.SAI.OR JAMBS SG m 0.55 MIN. o<m m m
1 R $ CONCRETE AT WEAD, SILT.OR JAMBS Po = 3000 PSI MIN.
9 7 C-80 HOLLOW/Ff LED BLOCK AT JAMBS Pm = 2000 PSI MIN.
7 1 En91•JA�AHMD r
I
FLA PE '705112 � n
.>: -. a' rFOR
.x�.�. CAN.
•->tti--..:.ate;».,;.s...°. 'KSICONC1X4�roo0 • 1 rtkt SEE �AnMcHoRsONS SEE ATIONS drawfngS.G.a 0.55 FOR SPACING SPACING
EMBEDED IN I22o�s 1TITH DOORS KITH �/ W08
EXPANDING FOAM {MOOD COVER DECORATIVE STEEL SURF GE ___
OR SILICONE STEEL TO 8E STAINLESS OR PAWTEO CARBON STEEL sheet 3 oi-.
Z
� Z
3/8°MAX. / A
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21 a EXTERIOR 1 M s at \\ u • . •
� TYPICAL.ANCHORS mma....m— •• • • � � •
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38 AF MAX. FOR SPACING A •••••• ••• •••
LEAF MOTH •••i•• `�
ao+/x MAX
§�
'CHORS FRAME WIDTH ZS �„•,,••• •• } ••
SEE SPACINGTfPrA t. SINGLE {X) DOORS DOOR LEAF WXI WOOD 00%&••• : • C���1.• ••
FOR {MOOD COVER REINFORCING CHANNEL LO 00 • U •
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METAL •• • •• .—T� ••
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- \SEE LEYANCHORS
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8 10 EXTERIOR -
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36 Ile'MAX 1-1/8°X 3-1/2°WOOO BUCK gas
LEAF ADH S.G..0.SS a m v 0
EMBEDED IN EXPANDING FOAM
40 1/2°MAX. OR SPICONE
. FRAME WIDTH
SINGLE'(]� DOORS'WITH CARL ay
FIA.PE 70582
DECORATIVE STEEL
AUG 21 41, droving' no.
W08=73
!" sheat 4 of 7
3/8'IAAX. lIi
SHIM
3f8'MAX.'
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14 zz WOOD
2 OR
,CON4RETE'+" 26 13
WOOD
MASONRY' a
a' ti
S
12 BJCfERIOR1
. TYPICAL AH
NCORS
38 1/2-MAX. SEE ELEV.
FEE.S0 D•
ACTIVE LEAF WIDTH 38 1/2'MAX. • --
INACTIVE LEAF WIDTH 0 •• •• • !•••
•• • • e
FttA1E WIDTH c�
rMALANCHORSe••••• ••t 53 IQ •f•
SEE ELEV. DOUBLE (M) DOORS SMITH • 255
•••s•• a •
FOR SPACING WOOD COVER •••• •• won M• ••
3/8'MAX. •'1��'IAAX. • C M 00
SHIM 'S"
•
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ter • $
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s
TYPICAL MCHORS.`'' • • Z e w•
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FOR SPACRIG ••
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OR SPACING •• �•�" D•
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N
28 EXTERIOR
—777 r�.',S• 35 11V MAX. 17
ACTIVE LW WIDTH 37'MAX.
INACTIVE LEAF WIDTH VIRUDUCT kl VRIFA
FRAME MOTH Fe•�'R�Ma1�1W+ds
DQi4LZ (= DOORS WITH E Da aid s
DMORATLYE MEL SURUGE
61L.I Do* sH 97q
Engr:.AV D ANI D ,�
CIVIL '�
FIX P 70592
AUG aA 4 m
drotdng no.
W08-73
sheet 8 of 7
IAOCKS: rm PART g REND. DESCRIPTION MATERIAL MANP./SUPPUER/REMARKS
OPTION 01 1 NAS--102 i FRAME HEAD STEEL ROIL FORMED.MN.Fy-38A KSI
ACTIVE LEAF 2 `NAS-102 1 FRAME SILL STEEL ROLL FORMED,MIN.Fy m 36.0 KSI
MULTI POW LOCK SYSTEM WITH THUMB TURN - 2A NAS-202 1 ALT.FRAME SILL STEEL ROLL FORMED,MIN. Fy_m-_36.0 KSI S r
OPERATOR ON INTERIOR'KEY OPERATED ON EXTERIOR
LOCATED AT 37-1/4'FROM BOTTOM. - -------- _- — ~--- O
3 NAS-103 1 FRAME JAMB STEEL ROLL FORMED,MN.Fy m 38A KSI
/� /' \ rw
FASTENED TO LEAF WITH(8)010-24 X 1/2"FH MS / / \ 3A NAS-303 1 ALT.FRAME JAMB STEEL ROLL FORMED.MIN.Fy-38.0 K51
METALLIC DEAD BOLT LOCK WITH THUNMB.OPERATOR / / \ 38 - 1 ALT.FRAME JAMB STEEL I ROLL FORMED,MN. Fy a 36.0 161
ON INTERIOR AT 35-1/4'FROM BOTTOM / / \ 3C NAS-204 1 ALT.FRAME JAMB STEEL ROLL FORMED,MIN.Fy m 36.0 KSI �
FASTENED 70 LEAF WITH(8)010-24 X 1/2"fH MS / / \ 4 1 TOP RAIL CHANNEL(FULL LENGTH) STEEL ___ "au
10-3/16"LONG ST.STEEL STRIKE PLATE FACING 4A - 1 ALT.TOP RAL CHANNEL(FULL Low") STEEL
DEAD BOLT LOCK AT 39"FROM BOTTOM \ \ / 5 - 1 TKO.RAIL COVER(FULL LENGTH) STEEL
FASTENED WITH(6)3/18^RIVETS \ \ / 6 _ 1 BOTTOM RAIL CHANNEL(FULL LENGTH) STEEL g
INACTIVE LEAF \\ \\ // 7 - 1 BOTTOM RAIZ.COVER(FURL LENGTH) STEEL -
CONCEALED FLUSH BOLTS AT 4'AND \1 \ / 7A - 1 JALT.BOTTOM RAIL.COVER(FURL LENGTH) STEEL - .------- ---_...-_--_--_--
77-1/2•FROM BOTTOM ACTIVE ACTIVE 'INACTIVE 8 - 1 14NOE STALE COVER STEEL -
FASTENED WITH(2)3/18'RIVETS.
9 - 1 LOCK STILE COYER STEEL -
� tl,1
OPTION A 10 NAS-110 AS REOD. LEAF EXTERIOR&INTERIOR SHEET STEEL MN.INK m A28",MIN.Fy-36.0 KSIgm L • eYSi
11 - AS REDD. HONEYCOMB PAPER INSIAATKTN - • • • -- _ ••:•
MULTI PONT LOCK SYSTEM WITH THUMB TURN - 12 NAS-212 1 MULTI POINT LOW
OPERATOR
_-- __---- ----____--
OPERATOR ON INTERIOR'KEY OPERATED ON EXTERIOR 13 NAS-113 1LOCK STRIVE PLATE - - ••
LOCATED AT 38-1/2"FROM BOTTOM. 14 NAS-114 AS RE00. LOCK HANDLE - - •••
FASTENED TO LEAF WITH(4)010-32 X 3/8"FH MS 17 NAS-327 4/LEAF BUTT HINGES-.098"THK. STEEL •- •••••• V,1 •
METALLIC DEAD BOLT LOCK WITH THUMB OPERATOR 17A NAS-227 4/LEAF CONCEALED HINGES-.138•THK- STEEL - SSS 0. •••
ON INTERIOR AT 36"FROM BOTTOM18 NAS-118 2/LEAF RUSH BOLTS - _ • • • 0 •
FASTENED TO LEAF WITH(8)010-24 X i/a•FH AIS
19 NAS-119 AS READ. FRAME EXTERIOR W STRIPPNO EPOM WEATHERSEN.$838 'Mj •••
10-3/18'LONG ST.STEEL STRIKE PLATE FACGiG 20 RLS-120 AS REQO. FRAIME INTERIOR W STRIPPING EPDU WEATHERSEAL •••••• • ••
DEAD BOLT LOCK AT 39"FROM BOTTOM
FASTENED WITH(6)3/16'RIVETS 21 NAS-121 AS REDD. JAMB DaER IR WSTRIPPN6 EPOM WEATHERSEAL 0025 (i
NAI:TNE LFAf ACDVE ACTIVE
INACTIVE 22 NAS-125 AS,REDD. HEAD/SILL/JAMB SHEAR PLA7E A78 STEEL .072•X 3-7/8"X FULL LENGTH.Fy=36.0 KR W y •
23 NAS-128 AS RFAD. JAMB SHEAR STRAP _ STEEL V1-Z •
CONCEALED FLUSH BOLTS AT 4•AND DECORATIIE MOULDING
-- --- - WOOD S.O.-0.45 MM. • • 45 w •••
77=1 24 NAS-138 AS REQA/2'FROM BOTTOM µp!$ _ •
FASTENED WITH(2)3/18°RIVETS. 25 - AS REOD. REINFORCING CHANNELS STEEL
26 - AS RELiD. LEAF WSTRIPPNG VINYL - • • • moo-. •••
wj 5/1 PER HINGE 6-ms ••• z • •
512
HINGES: STEEL LEAF
.035'TN1K.MIN.
136'THK.X 2-3/4'LONG METALLIC TWO PIECE 1 w
.CONCEALED HINGES, . 012-24 X 5/8"FH MS K R
4 PER LEAF'FOR FRAME HT.UPTO 83" w 5g 1 (4)PER HINGE H$
s PER'LEAF FOR'FRAME Ht,naovE 83•&UPTO too• m E ","UCT Ni"'to
ffi yy.eeipt Mg with t1t FimN1c ?�LL
.3/8•STEEL PNS,
MOUNTED TO A STEEL CRAILE panpt4aee m
WELDED TO FRAME Exp1r«1F�a Dasa
•
5.036 SUeufoharP ^�s
w
� STEEL LEAF
q .022"THK.MIN.
MAD
OPTION V ' t" - _ GrtFLI JA A A
CMU. S
• 14
S".LONG SURFACE MOUNT TWO PIECE BUTT HINGES 8 FL cam.�70s92 1Y
EACH FASTENED TO DOOR LEAF ANDm n !
FRAME WITH 010-32 X 3/8"FH US(5)PER HAW, a 'O N .883 $ '
4 P?E$LEAF'FOR FRAME HT. UPTO 83" N uteA^.rac L ee AcH 1 T AUG' ,2 Brewin no.
8 PER-LEAF FOR FRAME HT-ABOVE 83•✓k UPTO 100" iv 9
W08=73
J sheet 6 of 7
4.000 2.122-1 1 7.327 t� 1
.250 ^---X72 ---
1.655 T :a7� 035 Z
2.718 03s
.D7a
e TOP-RAIL CHANNEL aA ALT. TOP RAIL CHANNEL
2351 .812 .430 a 9 i
t FRAME HEAD. g
•� .672 � n
1.967 7.283 .035
.812 2.520 �Q
.032 -� 074 2.532 5 TOP RAIL COVER
1.fis t•� 7475 4.742 ••
• �
4.000 '4.000 035 472
2 FRAME SILL 2A ALT. FRAME SILL o•o o's 0 0 0 -� s•.a
6 BOTOM.44L.CHANNEL °
�R, �S •moo
r-- r-
2.882 U.O74
2.5� p--2.520-�1 • �'s'� f• 0 • F.d• o
i ••.• I-T(-•� lajp •.
�t- w MM
.872 T A40 J J • '�
1545 293
a* ••
1.000 .312 035 �55 U.y • •.•
88 .806 •�•{I.• ,stn •
4.000 4.793 4. 4'� 7 BOTTOM RAIL COVER 7A ALT.iBOTTtM.RAIL COYER o a i•
1.2450 .074 1.878 3
1575 .ataX74.074 7.915 .449 2.325 .035 .035^ ••,
L1.284 2.652
2.852
3 FRAME JAMB 3a ALT. FRAME JAMB se ALT. FRAME JAMB 3C ALT. FRAME JAMB .444881 .430
.759 I- ---
2.593
HINGE STILE COVER a LOCK $TILE COVER
4.407�LA ®2.500 312 ® 1.471 K.PIe"
® 2.262 - -` Etpl 1.773MMad t 2.282 •e
® ® I I �i •253t Enjr.JAVAD
cmL
VLIl
�Gg 201
drawing no.
nA n W08=73
77 2 PIECE BUTT HINGE FRAME CONCEALED HINGE SUPPORT BRACKET PANEL STEEL HINGE LEAF tr sheet.?of 7