WS-14-1443'BUILDING
-Pf.RMIT APPLICATION
miami shores .
%.,
Building Department
1U0 -N E ndAvenue,-Miami Shpres, M: iw� �31 -'
INSPECTION LINE PRONE NUMBER: (305) 762-4949
ZUILDING ❑ ELECTRIC ❑ ROOFING
i
JUL 07 2014
-FBC20/®
Master Permit No.Ns I,/ sl
suh;Permit Na.
❑ REVISION ❑ EXTENSION RENEWAL
OtLvM1016- 01 N Oft ttt WORKS ❑ CHANGE OF ❑ CANCELLATION p SHOP
CONTRACTOR DRAWINGS
.,,.M:s 17-5 ULD 95331
City: Miami Shores County: Miami Dade Zip: 26) 50
Folio/Parcel#; Is the Building yistoriclly peslgngteLl; ygs NO -_,�—
Occupancy type: 15 Fjt. Load: Construction Type: Flood Zone: SFE: FFE:
OWN€R� Flame #fee Simple Titleholder)- I`� lC'Ft"A->;L- L-fEk-Z1"Q' — -Ph e#c -- 0 G,l
Address- iZ5 NIU) �i5-rti
City:._.°MI8M1 50CMF-5 State: Fi mDA• zip: 1�(l
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Pt1`r11:VGft) QT[ )�M R-OTIFMIC0Phone#:
Address i ` o it4 1�i �1-- � 1®.:,
City: M I AM 1 State: T:9
Qualifier Name: ;)QQft1-ft1.Q 'P:-flP,IC(� Phone#: 3D5 ^ 613 ®514
State Certification or Registration #: GGC151 ?3 ?-A 19 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address; City: State. rip..
Vakw of Work for this Permit: $ 11--1 ,11 S-13 , C Square/Unear Footage of Work:
Type of Work: ❑ Addition EAlteration L * 'New ❑ Repair/Replace ® Demolition
Description of Work: Neje 00MC'AIDE I (?A -C, -r E2'2l- ,Icl71KtA .11DE
Specify color of color thru tile:
Submittal Fee $ Permit Fete $
CCF $ co/CC
Scanning Fee $ Radon Fee $ DBPR $
Notary $
Technology Fee $ . Training/Education Fee $ Double Fee $
Structural Reviews $
Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
llr p herW e ties+r Estatlt a -permit to d�t`� Work and lnstallatians as Indicated. i:cerf%i'y that no wu c,or tr ii�n has
4000"016w . to the isstiartr0 of a p elt and that all work aunt be performed to meet --the standards of all laws resting-
trud t: to This Jurisdiction., I understand that .a separate permit must be secured for ELECTRIC,. pLUww SIGNS, poot,$
i=URNAM SOILEK HEATERS, TANKS, A R CIDNIDi` IONER,5 ETC.....
%WVW$ "VlT* I cet * that ON the foragoftlaformation is accurate and that, all work will be- done in compliance with all
applii ble laws rtgulwns construed'*00 and zoning.
'WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT IAV
RESULT IN YOUR PAYING VICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENT
TO OBTAIN FiNANONG, CONSULT WITH YOUR LENDER OR:AN ATTORNEY BEFORE RECORDING
YPUR NOTICE OF COMMENCEMENT"
1 to Applr:f:' ASO taodit to- the cfa#iiitdhrtg permit ayith arr estimated value; exceedln»g;, d.w.qp#k0t,,mW
plroWft 4h Oadf4f4h Mat,t-p cc of the notice of commencement and construction lien law brochum will be ddw+ red to the pecan
w pray" lssuNect io stent.. ; , *d a certpy of the recor&dm*t a of commencenvnt mus.t.be_ at thejabske
hr die fiw t n whxh yrs seven (T) days wafter the building pe It 0 issued. In the abseil of suck part noilm the
oyt of t �e gjspl d eHd4 reftWettonfie hill be charged
Swwture Signature
FR or AGENT 00INITIRACIVIt
ThefbBl wrn wars:sdm*wiedged before methis
.. y of _. u Al . 20'/z/ ., -by
oc,,wh*161 personally knownto.
meorwhohas produced I�e4vus L., ce»sp as
1004010000ahO WhO did tam an oath.
MAWice .
f
prim Ri o
MY COMMISSION # EE 051340
EXPIRES: April 27, 2015
�'9rsOF fl Oa�O� BonM Thru Buda Notary Semca
s%
The foregoing Instrument was:adnoudedged before me this
e dais Gaff 20by
r,Ad, tto Is sorrily known to
me or who teas produl a
Identification and who did take an oath.
140TltRY PUBLIC. -
Sign: f'
Print.
Seat °s"R PUB�� RIGOBERTO JESUS CUESTA
r "•, n
* * MY COMMISSION # EE 051340
EXPIRES: April 27, 2015
Bonded Thru Budoet Notary Swvlm
Plaits Eominer
Structural Rev%
Zoning
Clark
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
July 7, 2014
Permit No: ws14-1443
Building Critique
1. Provide wind load calculations.
Ismael Naranjo, Building Official
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.
0
T. f
KA
l
FIELD VERIFICATION
THESE DRAWINGS WCORPORATEBUMNG NFORMATION
COMPB® FROM VARIOUSSOIIRCES ASSOCWED WRHTHSPRO=
AND DEEMED AS RELIABLE CONDRIONS DRECTLYAF ECINGTHE
PRODUCT OR ITS BSSTALLVON MUST BE FIELDVHGF®BYTHE
CONTRACTOR OR A CONTRACTOR APPOINTEDREPRMOATNE PRIOR
BIDDING.
y-4
JUL 0 7 2014
PLAN MM NOTES:
OEXWTNG W7NDO4Y iOR8NAIN
ONEW WNDOW
OWINDOW NUMBER
766 „
�9 I
►HOPI tZ-b►,30 ®�
1 EXISTING FLOOR PLAN
SCALE: 1/ -r-r4r
0
O •w
Lu ug'=
Lu
06 h ?
DRAWN BY: J.B.
W.213
DWG. Na
A-2.1 3
CATEGORY
Engineering Services, Inc.
Property: Lewis
125 NW 95th St
Miami Shores, FL
2010 FBC/ASCE 7-10
WIND PRESSURES FOR COMPONENTS AND CLADDING
1600 S. Federal Hwy Ste 207, Pompano Beach, FL 33062
(954) 784-6991 Tel / (954) 781-5708 Fax
amanda@c5es.com/ CA #25854
Contractor 0
Prepared By AS
Opening
ID
Product Opening
Approval Description
Location
Zone
Opening Opening Dimensions Required Pressure Product Design Pressure
Elevation Width Height (per ASCE 7-10) (per NOA)
WINDOWS/DOORS
0.18
(in) (in) Positive (psn Negative (ps0 Positive (psJJ Negative (psfi
1 12-0113.02 Door
4
9 38 1/2 x 853/4 37.9 -41.3 66.3 -75.8
Ultimate Wind Speed (V„s) (.ph)
175
Exposure Category
C
Internal Pressure CoefRent (Gcpi)
0.18
Direcfionality Factor (Kd)
0.85
Mean Roof Height(n)
15
Width of Edge Sirip(/ry
6
These wind pressures have been prepared in accordance with 2010 Florida Building Code. The allowable pressures
provided here (Wd) are given as 0.6°W„4i, where Wwt is the wind pressure calculated in accordance with Chapters 26 and
30 of ASCE 7-10 using the ultimate design wind speed (Vwj and the parameters given herein. W„d as provided here is an
appropriate load for use when:
1) Evaluating tested products for components and cladding;
2) Designing mullions, framing, and other supporting structures using Allowable Stress Design;
3) Specifying fastener schedules using Allowable Stress Design.
The load combinations specified in Chapters 2.3 and 2.4 of ASCE 7-10 shall be applied No further reduction in allowable
stress shall be taken (other than load duration per Chapter 23 FBC).
Emma T. Mellinger,
FL PEO 5(
DK
Digitally signed by Emma
T. Mellinger, P.E FL 50049
-04-5)71/014 1159:58
-04'0%I/
W1Li]40715
MIAMI DE MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, .Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) _ www.mlamidad re
Labrador & Fundora Corp dba V & V Windows
2355 W 4"' Avenue
11Ii0leah;.FL 33010-1454
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 PERA-
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
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. PERA
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,
includin the Hi VelocityHurricane Zone.
DESCRIPTION: Series " 300" Outswing 81011 Glazed Aluminum Entrance Door - L.M. I.
APPROVAL DOCUMENT: Drawing No. W10-08, titled "Series Aluminum Out -Swing Entrance Door
sheets I through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepared'by A1-
Farooq Corporation, signed and sealed by Javad Ahmad, 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. The maximum positive exterior design pressure shall be + 66.30 psf where water infiltration requirement
is needed.
.2. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/ series 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 NOA No. 10-0406.04 and consists of this page 1, evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
!A !-DADS COUNTY NOA No. 12-0113.02
A • �� Expiration Date: September 01, 2015
Approval Date: April 19, 2012
Page 1
Labrador & Fundora Corn dba V & V Windows
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1: Manufacturer's -die drawings and sections.
(Submitted under previous NOA No. 10-0406.04)
2. Drawing No. W10-08, titled "Series Aluminum Out -Swing Entrance Door (L.M.L)' .
sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepared
by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind'Pressure Loading per FBG, TAS 203-94
6) Forced Entry Test, Type "C" swing door, Grade 10, per FBC
2411.3.2.1, TAS 202-94 and per ASTM F 842.--04
along with marked—up drawings and installation diagram of an Aluminum outswing
French door, prepared by American Test Lab of South Florida, Inc., Test Report No.
ATLSF-0403.02-0$, dated 01/18/10, signed and sealed by William R. Mehner, P. E.,
Henry Mattern, P. E: and-Edmundo J. -L' argaespada; P. E.
(Submitted under previous NDA No. 10-0406.04)
C. CALCULATIONS
1. Anchor calculations and structural analysis, complying with FBC-2007, dated March
18, 2010, prepared by Al Farooq Corporation, dated 08/10/10, signed and sealed by
Javad Ahmad, P. E.
(Submitted under previous NOA No. 104406.04)
2. Statement letter of conformance and compliance with the FBC 2010, prepared by
Al-Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E.
3. Glazing complies with ASTM E1300-04
r. D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite@ PVB Interlayer" dated 09/08/2011, expiring on
12/11/2015.
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 12-0113.02
Expiration Date: September 01, 2015
Approval Date: April 19, 2012
E-1
Labrador & Fundora Corn dba V & V Windows
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, no financial interest and compliance with the
FBC 2010, prepared by Al Farooq Corporation, dated 11/21/11, signed and sealed
by Javad Ahmad, P. E.
2. Statement letter of no financial interest, conformance and compliance with the
FBC 200'1, prepared by A,1—Farooq Corporation, dated 04/30/10, signed and sealed
by Javad Ahmad, P. E.
(Submitted under previous NOA No.10-0406.04)
3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and
Mr. Candido D. Vega.
(Submitted under previous NOA No. 10-0406.04)
4. Laboratory compliance letter for Test Report No. ATLSF-0403.02--08, issued by
American Test Lab of South Florida, dated 01/18/10, signed and sealed by William R
Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. I1L-0406.04)
G. OTHERS
2. Notice of Acceptance No. 10-0406.04, issued to Labrador & Fundom Corp dba V &
V Window for their Series "300" 8'0" outswing Glazed Aluminum Entrance
Door — L.M.I.", approved on 09/01/10 and expiring on 09/01/15.
f
l
Jaime D. Gasc*bp, P. E.
Product Control Section Supervisor
NOA No. 12-0113.02
Expiration Date: September 01, 2015
E-2 Approval Date: April 19, 2012
HEAT STREN'D GLASS
080° INTERLAYER
BUTACITE PVB BY 'DUPONT'
�1/8' HEAT SfREN'D GLASS
SILICONE
20 \
25 �
11 �
GIAM TTtP$ 'A'
5/1W OVERALL IAM. GLASS
GLAZING OPTION
HEAT SfREN'D GLASS
086' INTERLAYER
BDTACITE PVB BY 'DUPONT'
3/18" HEAT SI7WD GLASS
SWCONE
LI 25
t �
GLASS TYPR 'B'
7/1V OVERALL LAM. GLASS
m
GLAZING DBTATL
AT SMXLTTB/TRANSObt
• y"v
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h
a
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0
Oil
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
ALUMINUM OUTSMG ENTRANCE DOOR
SINGLE X AND DOUBLE XX LEAF DOORS W 0 TRANSOM SEE SHEET 2. a �'
DOORS WITH TRANSOMS SEE SHEET 3. I $
SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4. ay>
SINGLE AND DOUBLE LEAF DOORS WITH SIDEM AND TRANSOMS SEE SHEET 5. o l d
LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL>� $
APPLY TO ENTIRE SYSTEM. g s
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ). .
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER OR
LOADS TO THE STRUCTURE. P
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS o $
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL, o
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IMO WOOD ONLY. '^G
MATERIALS INCLUDING BUT NOT LIMBED TO SfEE,/METAL SCRERPS, THAT COME INTO 0 a m .
CONTACT WITH OTHER DISSIMILAR MATT_RWS SHALL MEET THE REQUIREMENTS
OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4.
0 0
FAgn
1—m 17-
0111
1
JAVAD, N U Q
cm�7PRODUar Runsm33
08 cmmpb tnB wNh Wo vb d&
AcwNo "OIL
ZQ� gI drawing no.
pV. coaaot wi 0-08
sheat 1 0412
DOORS LOAD CAPACITY - PSF
SINGLE DOORS BITHOUT TRANSOM
GLASS TYPE
GLASS TYPE.
DOOR DIMS. 'A'
'g
FRAME FRAME DCT.(+} INT.(-)
IXC.(+) .INT.(-)
37-8/8" 88„ 70.0 80.0
70.0 80.0
88.3 1 75.8
.8
78"
DOUBLE DOORS VITHOUT TRAN30M (%Rj
MAX.
GLASS TYPE GLASS TYPE
DOOR DIMS.
WIDTH -
FRAME
IXT.(+) I OTT.(-) DCT(+)
88
70.0 80.0 70.0 1 80.0
12"
78"
5" MAX.
HEAD 'LL A
.CORNERS /�--�``
MAX.
�
G
HEAD ANCH
AT SRLE ENDS
(4) AT 3" O.C.
n
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ACTIVE
WACTIVE
SURFACE APPLIED
FALSE MUNMNS ORJ
=}
DECORATIVE ORIEL 28 3/4" 61AX.26
MAY BE USED D.L. OPO.
3/4" MAX.
tP
D.L OPO.
38 3/4" MAX.
LEAF WIDTH
(XX)
DOORS LOAD CAPACITY - PSF.
DOUBLE DOORS VITHOUT TRAN30M (%Rj
GLASS TYPE GLASS TYPE
DOOR DIMS.
A,
VJ H�OHT
IXT.(+) I OTT.(-) DCT(+)
88
70.0 80.0 70.0 1 80.0
88.3 75.8 88.3 1 75.8
78"
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05—DEC-219
An
4ftv
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LLW��
Ll"H:11,
drawing no.
W1O-08
38 8/9" M 76" MAX. O
F12AIdE WIDTH FRAME WIDTH 3
3g° 71 5/16° 0
D.L. OPG.12, D.L.OPG. 12, F
a.
8' MAX. H S. MAX.. �F
AdIM RENF.
cNSsaLQS HEAD
roRF
ao
g(2) ANCHORS - (4) ANCHORS q
(A /''AT TRANSOM ENDS
-R4
/-SINGLE DOM o , / DOUBLE DOORS 91 Q 8
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t
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SUJVAC�
o.
�g(" SURFACE APPLIED !263/4-,r
PALS RATNTINS F FALSE
B o.DE00 MMUNTINS OR-/
NE GRII1 28 3/4° MAX.
DECORATNE GRILL 26 3/4' MAX.MAY BE USED FL OPG. D.L OD.L OPG.
3a 3/4° MAX. 36 3/4• tAax. NOTE:
WmTH Leaf �DTM GLASS CAPACITIES ON THIS SHEET ARE
(OLX) (O/XX) BASED ON ASTM E1300-04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION w B
DECLARATORY STATEMENT DCAO5--DEC-219 <
DOORS LOAD CAPACITY — PSP
DOUBLE DOORS.WM TRANSOM (O/SX) o §
GLASS TYPE GLASS TYPE ZVI AAP AHM D
DOOR DIMS. 'A' 'B. FtA:'Pc qq 71
FRAME HF FRAME E1R (+) IM.(—> F7CI.(+) ca N� 363a. PRODUCT REVISBp
WIDTH ctuvlyimv 12 ftPIwi,
72' 1�, 70.0 80.0 70.0 80.0�l+trtNo �► t�t 1�Z
78• 96.3 78.9 66.3 78.9 21;111 ` 5 drovrtng no.
mm Delo Pm ud onlrol
w�O—os
' ahaet 3 of 12
DOORS LOAD CAPACITY - PSF'
SINGLE DOORS T7P1'H TRANSOM (O/X}
GLASS TYPE GL938 TYPE
DOOR DA46.
FRAME FRAME �..(+) INT.(—)
WIDTH
HEIGHT' E7CI'.(+) WT.(-)
37-a/e'
12D, 70.0 eo.o Tao eo.o
88.3 75.8 88.3 759
39-8/8°
145'
FRAME WIDTH
.CLUSTER OF 31 3/frSIDE= FRAME ge
(4) ANCHORS: D1. OPO, z
3. AT HEAD/SILL MOrVE-.
Q
TYP. BILL 2 8
I ao
II 8 h
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it ii it \ Oaf
0
It n I
I
w a o =❑v ��{ -- �f I � //
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Ii \II /
12 STIFFENAl-
Li
ALUMINS
- ACRVE ' INACTIVE So y
SURFACE APPLIED iS
FALSE MUNnNS ORDECORATBIE GRILL 28 3/4" MAX. 28 3/4" MAX. �o
J SIDELRE WITH f DOOR WIDTH MAY BE USED D.11 OPO. DL OPG. C'�
SI WIDTH 36 3/4" A4Ak ALUM REINF.
MAY.SEE CHART AT LEFT LEAF WIDTH USE as PER CHART
NOTE: (OXXO)
FOR DOORS CAPACITIES SEE SHEET 2.
FOR SIDELITE CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR OR SIDELITE CHART
WILL APPLY TO ENTIRE SYSTEM.
94.
O O
Engr. JAVAD AHMa � 0
CAN' @@ RODUCrRXMHD N
3S3B�92 [d1a5COdowitththoFw a to-.�
No
NOTE: ,g
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS) i drawing no.
AND FLORIDA BUILDING COMMISSION Q Iem1 adoProdw4 W10-08
DECLARATORY STATEMENT DCA05-DEC-219
BhBet 4 of 12
HffiIGN LOAD CAPACITY - PSF
SIELff6 WITH SINGLE OR DOUBLE LEAF D91,7RS WITHOUT TRANSOM
GIe139 TYPE 'A' GLASS TYPE 'H'
$IDBLITIr BTDELITE. BIDF.LT'f& HIDBLPPL
WIDTH HEIGHT' 17/0 RTSiNF. W/ ALUM RETNF. ,4/0 AgINF. 4F/ ALUM HEINF.
INCHES INCHES EXT.(+) INT.{-) EXT.(+) INT.{-) EXT (+) INT. -) EXT (+)
INT.(-)
24
ze
3z
38
40
Bo
7ao
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Tao
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70.0 -
aob-
7oA
Bo.o --
70.0 �.0 7ao Boo 7ao BOA 70.o
BOA
7o.a Boa 7aa soo 70,0 80A 7oA
80A
70.0 50.0 70A 80.0 70.0 80.0 70.0
80.0
70.o Boo 7ao eD.o 70.0 �A 70.o
eo.o
z4
�
32
as
4D
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7a.D
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so.o
70.0 80.0 70A 80.0 7a0 BOA 70A
80.0
70.o Bao 70.o eo.o 70.o so.o 7oA
Bao
7oA aao 7oA Bo.o 7D.o Boo 70.o
eo.o
24
28
32
38
40
00
7a0
80.0
70.0
80.0
70A
80.a
70.0
8a0
70A BOA 70A 80.0 7a0 80.0 70.0
80.0
70A 8a0 70A BOA 7pA BOA 70A
BOA
70A 80A 70.0 BDA 70A Sao 70A
80A
7a0 80A 70A SOA 7a0 8a0 70A
80.0
24
28
32
38
98
70A
7BA
70.o
BOA
7oA
7H.B
7oA
BOA
70A 71.2 70A 80A 7a0 71.2 70A
80A
87.4 87.4 70A BOA 87.4 87.4 70A
8a0
84.1 84.1 70A 76.8 84.1 84., 70A
Bao
DESIGN LOAD CAPACITY - PSF
IDEIDES W/ WM0LE OR DOIAU LEAF DOORS {V/ TRANSOM
SIDEM
µ DTH
INCHES
FRAME
HUMW/
INCHES
GUSS TYPE 'A' GLASS TYPE 'D'
SrDL%m SIDIRM
STL. IMW- / SRL EELNP.
EXT.(+) INT.(-) EXI:(+) W.(-)
24
28
32
36
40
98
1
70.0
80.0
70.0
80.0
70.0 804 70.0
80.0
704 804 704
80.0
70.0 804 70.0
80.0
70.0 6D.o 70.0
80.0
24
28
32
36
40
102
70.0
80.0
70.0
80.0
70.0 804 70.0
80.0
704 804 70.0
80.0
704 80.0 704
80.0
70.0 80.0 70.0
80.0
24
28
32
38
40
108
70.0
80.0
70.0
80.0
70.0 804 70.0
80.0
70.0 8" 70.0
80.0
70.0 80.0 .70.0
50.0
704 80.0 70.0
80.0
24
28
32
38
114
704
80.0
70.0
80A
704 80.0 70.0 1
804
70.0 80.0 70.0 1
80.0
704 77.4 70.0
77.4
24
26
32
SB
120
70.0
73.8
70.0
73.8
70.0 70.1 70.0
70.1
66.8 68.8 66.8
88.8
83.9 63.9 83.0
83.8
NOTE.
FOR DOORS CAPACITIES SEE SHEET 3.
FOR SIDELITE CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR OR SIDELRE CHART
WILL APPLY TO ENTIRE SYSTEM.
FOR
AND
CLUE
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
AND FLORIDA' BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
droWing no.
W90-08
11CK I OR
tl
R
WOOD
ANCHORS
I
WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS
SEE ELID ATIONS
FOR SPACING
N
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4' DIA, TAPCON BY 'DW OR 0Fa=120 KSI. FY -92 KSn
,1a" DIA. ULTRACON BY 'ELCO' (Fu 177 KSI, Fy=155 KSI)
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1-3/8" MIN. PENETRATION INTO WOOD
THRU IBY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4' MIN. EMBED INTO CONC. OR MASONRY
014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.
_ .090")
INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAI
)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2' MIN.
INTO WOOD STRUCTURE = 1' MIN.
INTO METAL STRUCTURE = 3/4" MIN.
c =
C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN.
SEALANTS:
Engn WAAD AHMAD
FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL
...
F iSi ga.
METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE.
wisps:
3/16" X 3/4" WEEP SLOTS AT 3' FROM EACH END
Ig
o aJ>
c�
DOOR DETAILS
0
RlcrRSvilm S
Vitt Wi�he �ft Tloridta�j
muceNoK+ }f�7�Qzr
/$I drawing no.
.0 ,..� __... W10-08 11
�w
!Q
Z
F
�o
9 <g
0g�g►►;a
DOOR DETAILS
0
a��
N
Rb lives Florida �,
IZ 0II3.t32 i 1 � 4
crowingno.
W10-08
_« ANCHORS
_ __e
��
$
ƒ
_ ,
@
■
a
\_
2
, « N.
, ___
.
\
.
. •
7
° ®
OU
M¥®
/REQ
§$
e
_ _RSSEE ELEV. \
SPACING
��
k
%
_E._
'
§||2
'■■2
2
§
}{\§)
§
Q/AII"'
}
\
2
PRWU2MWM
T�p» n TA ? ,a_.,
`
w10-0
.
. ..
T(PICAL ANCHORS ��V _
SEE ELEVATIONS
O
FOR SPACING
•.. 6'• a e;, e y •.
\rte #10 X 3r4' FH TEXS �: O e'
21 AT ,0 FROM ENDS O V g n
MA
1 AND 24' O.C. X. Gpp7 q0 a�
,o t O�ae
Z p1
10
1
D.L. OPO. JD.L.OPG.
21 4 .
DOOR
a
K 1/4" MAX X10 X 3 4° FH TEKS / SCAN BE
R W/O TRANSOM
N�ALU RM EtNFORCING
SHIM .,.. A7 10'�FROM INDS t N 1 DOORS W/ TRANSOM ARE WITH STEEL REINF. ONLY p
\J SEE SHEETS 4 AND 5 FOR CAPACITYWITH
c� 8
AND 24° O.C.
�r , aI>
NJ
~ to it >�_
4'
L
TYPICALSEE HO 4 • •` _ I I
do FOR SPACING '• •• .' J L. ppp
e •4
. 771.LPG. D.LO. _ 0
LEAF WDT14 $ $
FRAME WIDTH
10 0
2, t °eS mv
o 1�
e`CANEggr. JAV�AT iW�
Aim 70892 n01)UCTITSVISPA g n
_ covg8ytn0.vtmOa+morias y
la
•' '.." • • a' • �}. 0/J� draWfrtg no.
v TYPICAL ANCHORS g ` e
FOR SPACINGDETAILSSIDELITE DETAILS stn c"^crad— '^� W10-08
. � sheet 9 of 12
3 POINT LOCK ASSEMBLY BY 'SULUVAN AND ASSOC.'
7/18' X 3" THROW BOLTS AT TOP AND BOTTOM
ENGAGING FRAME AT HEAD AND SILL.
THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS
LOCK LOCATED AT 52-3/4- FROM BOTTOM
LOOK HANDLE AT 49-1/2' FROM 130TTOM
OPTION #2
CONVENTIONAL DOOR LOCKSET WITH HANDLE BY
'SULUVAN AND ASSOC.' LOCATED AT 39" FROM
BOTTOM
KEY OPERATED ON EMRIOR AND THUMB TURN ON
INTERIOR THROW BOLT LOCK BY 'SULLIVAN AND ASSOC.'
LOCATED AT 48" FROM BOTTOM
1NAaM LEeF
CONGEALED FLUSH BOLTS BY 'SUUJVAN 8r ASSOC.'
1/2- X 2" THROW BOLTS ENGAGING FRAME AT
HEAD AND SILL
MANUALLY OPERATED LEVERS MOUNTED ON
MOE FACE OF LEAF STILE LOCATED AT
10-3/4" FROM TOP AND BOTTOM
LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2" FH MS
NOTE: LOCKS MUST BE ENGAGED DURING
PERIODS OF HURRICANE WARNING.
Egg
4-3/4" BALL BFARING HINGES 3 PER LEAF
BOTTOM HINGE AT 8-3/8" FROM BOTTOM RAIL
TOP HINGE AT 11" FROM TOP RAIL
CENTER HINGE AT MDSPAN
HINGES FASTENED WITH 112-24 X 1/2- FH MS
7-13/18' THREE PIECE HINOES 3 PER LEAF
BOTTOM HINGE AT 8-3/8" FROM BOTTOM RAR.
TOP HINGE AT 11- FROM TOP RAIL
CENTER HINGE AT MIDSPAN
HINGES FASTENED WITH #10-24 X 1/2- FH MS
mm. g
PART 0
BKQD. -
DESCRIPTION
MATMU"
MANP'./SUPPLnM/RSMABR9
1
V501
3/ DOOR
FRAME HEAD/JAMS
6063-T6
-
2
V502
1
FRAME SILL
6063-T6
3
V503
1
SILL COVER
8083-T6
4
V504
AS READ..
SIDE.ITE STILE
6663-T6
-
5
V505
2/ LEAF
TOP AND BOTTOM RAIL
6063 -TB
6
V506
1/ LEAF
HINGE STILE
6083-T6
7
V507
1/ LEAF
LOCK AND ASTRAGAL STILE
5083-76
8
V513
AS READ.
INACTIVE ASTRAGAL STILE
6063 -TS
8
VMS
2/ LEAF
SWEEP ADAPTER
6083-T8
-
10
V509
AS READ.
SIDELTTE ADAPTER
6063-76
- 11
V511
AS READ.
GLAZING BEAD - 5/16- GLASS
8083-T8
-
11A
V517
AS READ.
GLAZING BEAD - 7/16' GLASS
8053-T6
-
12
V812
AS REQO.
REINFORCING STIFFENER
8053 -TB
-
12A
AS READ.
REINFORCING CHANNEL
STEEL
38 KSI
13
2/ LEAF
3/8" THREADED ROD
STEEL.
14
_
15
V514
2/ LEAF
FLUSH BOLT SUPPORT ANGLE
6083-T5
1-1/2- X 1-1/2' X 3/16"
16
17
3/ LEAF
BALL BEARING HINGE ASSEMBLY
17A
3/ LEAF
3 PIECE HINGE ASSEMBLY
18
19
AS READ.
FTN SEAL PILE WEATHERSTRIPPINO
20
V516
AS READ.
BULB WEATHEIb4TRIPPINO
SANTOPREdE DUROMETFR 60±5
21
#8 X 1/2'
AS READ. GLAZING ADAPTER SCAM
ST. STEEL.
PH MRS, AT 2- FROM ENDS WS'; O.C. MAX.
22
#10 X 2-
AS READ.
FRAME ASSEMBLY SCREWS
S. STEEL.
PH SMS
23
AS READ. SIDE LTTE ADAPTER SCREWS
ST. STEEL
I-
24
32 X 1/2"
2 ANGLE SUPPORT ANGLE SCREWS
I ST. STEEL
lFm MS
25
AS REQD.
BUMPER SPACER
SIUCONE
-
26
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
PTI SILJCONE.
m
crowing no.
W10-08
4.000.
_ A78
4.898
V
W
'
2.125
094
o
2' o
I o ° °
a .4- °
�� o 9
it' 0 3-1/2° o o �3/da
�
1.500
I
g�
829
1.750
Ll 7YP.
Z
qy
2.01
4A00
zQ ° o o
c
a
n
1 FRAME HEAD/JAMB
a HINGE STILE
o
12-24 % 1/2' FH MS
TYPE 23
eRS WK 232• FH MS
Q 6
9.780
5.313
Typ.
.928
17A 17
a000
1
-T 1.750
3 PIECE HINGE BALL BEARING HINGE
b
o7s
�•
3.500 aes9
t.210
a.000
125
7YP.
V
II
.6261
a INAMWE ASTRAGAL STILE
3.532 3.752
s TOP &BOTTOM
RAIL
4.000
625
�ao
1 r
080 386
1.808
1.780 078
TYR
1.984
1 A00
o
a`1 >
Al
-9
.094
5.313
7 LOCK/ASTRAGAL STILE
sbo
2.200
e SWEEP ADAPTER
3.720
�
1.134
08AW._..�.
2
'
2.251lyp
1.010
4.176
1 STIFFENERS
$ $
1.164
078
TYP.
.580
$
o
a
s SILL COVER
.719 _048
S
O s
m v
2.163
1.575
1t .BaO
Sol
.088
��-ymg`vt�ml
4 SIDELITE
STILE
GLAZING BEAD - 7/16" GLASS €+ JAV u'A 3
FRODUCr10
1°rlde
an lgce&AA-pi
liz
k
.
a
33498N.7t199z'
•
4.000
.082 1.313 •814
.709 050 �1
No W -0
U� n _ t
"
drawing no.
BY-
Wl 0-08
2 FRAME SILL
to SIDELITE ADAPTER
GLAZING BEAD - 5 16" GLASS Miauitrnivpm
/
sheet 11 of 12
e
g"
Crowing no.
W10-08
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-215396 Permit Number: WS -7-14-1443
Scheduled Inspection Date: August 06, 2014 Permit Type: Windows/Shutters
Inspector: Rodriguez, Jorge
Inspection Type: Final
Owner: ALEXANDRA CORDERO, MICHAEL Work Classification: Door Replacement
E=IMQ
Job Address: 125 NW 95 Street
Miami Shores, FL
Project: <NONE>
Contractor: AMERICAN STORM PROTECTION
Building Department Comments
Phone Number
Parcel Number 1131010240320
Phone: (305)264-0446
NEW HURRICANE IMPACT FRONT ENTRY DOOR ' ' ' ____
REPLACEMENT INSPECTOR COMMENTS False
August 05, 2014 For Inspections please call: (305)762-4949 Page 14 of 37
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
August 05, 2014 For Inspections please call: (305)762-4949 Page 14 of 37