WS-13-2187t Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
m
j
�M� i SEP 6 ui3
FBC 2010
Permit No.
Master Permit No L�
Permit Type: BUILDING ROOFING
JOB ADDRESS: 10 QI 1y t✓ ID 4 S_190-:7
City: Miami Shores County: Miami Dade —zip:3 , 3g
Folio/Parcel#: It
Is the Building Historically Designated: Yes NO ✓ Flood Zone:
OWNER: Name (Fee Simple Titleholder): , F EM4 CLPr< tC Phone# ,. '�t 1(r� -1 u 12 -
Address: IV IR 1JE 1,P L4 A;1-
City:
"rCity: M IAm t 55tht71ft-5 State: kc7ej 0 A Zip: 3313
Tenant/Ussee Name: Phone#:
Email:
CONTRACTOR: Company Name, �E .Sc>GS Phone# tit-33�'b8�"1.
Address: _-L42(g0 G:&raEfI_ Jfta2 PC1414 -30Q
City: A-C�Pit-�) State: GTA
Qualifier Name: eQqs to 0AIMO (A—t— Phone#:
State Certification or Registration #: CAG D 4 & 8 STr Certificate of Competency #:
Contact Phone#: 3"S Fig
DESIGNER: Architect/Engineer:
Address:
Value of Work for this Permit: $ S A L 4 fo Square/Linear Footage of Work: _(0
Type of Work: DAddition Alteration ONew C1Repair/Replace ODemolition
Description of Work:
Color thru tile:
Submittal Fee Permit Fee $ CCF $ CO/CC $
'ryt $
Scanning Fee $ Radon Fee $ DBPR $ Bond
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
k
`w
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable) JA
Mortgage Lender's Address
zip
City State Zip
is
.a
l .. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
ld commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
+; construct pn in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
a,
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.
} "0"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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection w1qch occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be appved and a reinspection fee will be charged.
Signature.
Signature-`�
O ror Agen
Contractor
The foregoing instrument was acknowledged before me this Z-41=�
The foregoing instrument was acknowledged before me this :>0
tat.
day of Sti=1't' , 2013 , by`'`('� S�T'c�, ...
day of .St�'i 20 'L, by �.i.%s I i0l�K-
a.
who is personally known to me or who has produced
who me or who has produced A
As identification and who did take an oath.ification
and who did take an oath.
,N1,PTARY P IC:
C:
7,,.r,,,
Y
rT
t
Sign:
Print: �: • -
7 -%y p" MORALES
My Commission E ices:°�.R'" B`'° MARiUSKA MORALES
MY COMMISSION # EE 079312
M Commission Expires: c MY COMMISSION # EE 079312
y p �` * EXPIRES: April 11, 2015
EXPIRES: April 11, 2015
�WIT,
re F OP Bonded Thru Budget Notary Senicss
�'7 "` it j j 'rFGF F�oP Bonded Thru Budget Notary SeMms
k�k�k�'wk�le�k�kaia�k�k�k�k�k�k�k�k�k�k�ta�e�k�k�kHs �Ia da �a`��k�k ffi8a �k�k&�k,d��k�k+kdatk�k9��kK��&&rtedeacH��kk�kk�k8�+kded��k�k�iw�s�k$s�kdada4�kd��k9��b�8+kH��k�kd��kd��kd��IsKcdsNs�k�kxaH��bdak
,
APPROVED BY !6 j Plans Examiner Zoning
4L
i
Structural Review Clerk4L L
k
I ,
(Revised 3/12/2012 Revised 07/10/07
)( )(Revised 06l1012009)(Revised 3/15/09)
�
u.
1
LEVUTED POWER OF ATTORNEY
BE IT KNOWN, that J8 PRE 7 iO4'tk?1
("Principal'I has made and appointed, and by these presents does make and appoint THD At -
Home Inc, /a, The Home Depot At Home Services and/or its agent
Apllic;k'e.S4'hna rtl true and lawful Attorney -in -Fact for
him/her and in his/her name, place and stead, for the following specific and limited purposes
only:
To execute any and all documents reasonably necessary, including without
limitation any permit applications, for the sole, specific and limited purpose
of obtaining a permit for home improvements on behalf of the homeowner(s)
-L– i*9,6q Com,k– and for the nroverty located at:
giving and granting said Attorney -in -Fact, full power and authority to do and perform all and
every act and thing whatsoever necessary to be done in and about the specific and limited
premises (set out hereinabove) as fully, to all intents and purposes, as might or could be done if
personally present, with full power of substitution and revocation, hereby ratifying and
confirming all that said attorney shall lawfully do or cause to be done by virtue hereof.
I have hereunto set my hand and seal this J J �h day of
Signed, seal d delivered in the presence of:
witnes Prin
Witness V
STATE OF )
COUNTY OFDO'P�--
I, Pa -W Y— ►MFaf .a Notary Public in and for the State of Florida, do hereby
certify that c ,who is either () personally known to me, o who
provided as identification, appeared be me
this day in person and acknowledged that he/she signed, sealed and delivered the said instrument
as his/her free and voluntary authorized for the uses and purposes herein set forth.
GIVEN under my hand and official
2t1. .
My commission expires:.6^ 3 I " )
SCOTT RA NDALL NIMER
MY COMMISSION #FF026573
EXPIRES June 11, 2017
5-20-08
seal this this iday of
c
I
Installation Address:
a : . 9
P"aser(s):
IN U. Jut ±K 51yr µ r i fes(.. '-b3-ms
City State Zip
HomeAddress:
(If different from Installation Address) City state zip
E-mail Addn , (to r=ive project communications and Home Depot updates):
El I ISO NC F17 wish to receive any marketing emaiis from The Home DLII t
Protect Information: Undersigned ("Customer"'), the owners of the property located at the above installation address. agrees <$ 1
to buy, and THIS At -Home ',Services, Inc:. (17he Home Depot') agrees to furnish, deliver and arrange for the installaticni .,�;;:.
("Installation") of all materials described on the below and on the referenc ed Spec; Shcct(%). all of which arc incorporated Into ;
this Contract by this reference, along with any applicah1c Statc Supplement and Payment Summary attached hereto and any
Change (kdcm (collectively, "Contract"):
Customer agrees that, immediately upon completion of the work lbr each Pnxiuct, Customer will execute a C:4mpictH1V" "
Certificate (one for each Product as defined by an individual Spec Sheet) and pay any balance due. As applicable,
Customer under this Contract agree% to he jointly and severally obligated and liable hereunder.
The Nome Repot reserves the right to issue a Changc Order or terminate this Contnwt or any individual Pnxluct(,4) included
herein, at its discretion, if The Home Depot or it% authorized service provider determines that it cannot pcTlirm its obligations
due to a structural problem with the home, envircmmuntal hazards such as mold, asbestos or lead paint, other safety concerns,
pricing errors or bLeause work required to complete the job was not included In the Contract.
Payment Summary The Pa meat S # 99 d o}
y Summary . included as part of this Contmict. seta forth the
total Contract amount and payments required for the deceits and final payment% by Product (as applicable),
NO'L'10E'ro CYJSTOMER
You are entitled to a completely filled-in copy of the Contract at the time you ssiig� Do not sign Completion
Certificate (note: there is one Completion Certificate for each listed Product as dellned by individual Spec Sheets)
hef'to roe work on that Product is complete.
In the event of termination of this Contract Customer agrees to pay The Home Depot the casts of materials, labor, '
expenses and services provided by The Home depot or Authorized Service Provider through the date of termination,
plus any other amounts set Porth in this Agreement or allowed under applicable law. THE HOME DEPOT MAS'
WITHHOLD AMOUNTS OWED TO THE HOME DEPOT FROM THE DEPOSYT PAYMENT ox ariiw
PAYMENTS MADE, WITHOUT LIIVIaM NG THE HOME DEPOT'S OTHER REMEDIES FOR RECOVERY 'lift
SUCH AMOUNTS. I
s
Accet7tance and Authod='ou: Customer agrees and understands that this Agreement is the entire agree n s=ween
Customer and The Home Depot with regard to the Products and Installation scrvico:s and supersedes all prior disci: ,ons and
agreements, either oral or written, relating to said Products and Installation. This Agreement cannot be asslgneei � nmeade d �
except by a writing signed by Customer and The Home Depot. Customer acknowledges and agrees that Cust,57mk bas read;,•
understands voluntarily accepts the terms of and has received a copy of this Agreement°
ACeep +� Submfilt b • /*j� yy+gy' aw'"k"�
K Y
Cost s Signature llate Sale C font's Signet c i)rabs
X Tel one 1Va.
Customer's Signa(urc _ _. a
,
Sales Consultant License No._�
t a n�nt�
LANrur .r _artt iN: G[!u'TUMMb:Et MAY i:ANCE.. THIO
AGKrI:n:n E—M WyIUOUI I'P'.NM "Y Old! D13Y.1CA110N
BY DELIVERING WRn m NOTICE TO THE HOME
DEIN)'!' BV MIDNIGUrON UIE111M BU109ESS DAY
AH M SIG ,QNG TM AGREEMENT. TM 'NATE
S 1 A 11: Of- FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
r 1940 NORTH MONROE STREET
.ab TALLAHASSEE FL 32399-0783
RAMDIAL, BOYSIE GANGA
THE HOME DEPOT AT-HOME SERVICES
2690 CUMBERLAND PKWY
SUITE 300
ATLANTA GA 30339
(850) 487-1395 ASL°1'I
of I'$-.-
> ware ai�R►na
Congratulations! With this license you become one of the nearly one million AC# 6 b S 4 6 3 � r.
Floridians licensed by the Department of Business and Professional Regulation. bEFARTMENT ' OF-- BUS=NESS AICD a r
Our professionals and businesses range from architects to yacht brokers, from'RQSSIONII+ REGULATION
boxers to barbeque restaurants, and they keep Florida's economy strong,
Every day we work to improve the way we do business in order to serve CRC046838i6%pSJ._12 ].281993,6 !
you better..
For information about our services, please log onto www,myfloridaiicense.com• RES
CERTIFIED 1?LI�1'�IAI,CONTRA
There you can find more information about our divisions and ;
the regulations that RA
, 'BljySL;
impact you, subscribe to department newsletters and learn more about the ?`
Department's initiatives. • THE.. HOME-DR�O'I A_.: SERVICES t
Our mission at the Department is: License Efficiently, Regulate Fairly. We
constantly strive to serve you better so that you can serve your customers.
Thank you for doing business in Florida, and congratulations on your new license! . ; Is CERTIFIED "ate � P= vui� of ch.489 as
Ecpiration date: AVG 31; 2014 L-12060601558
DETACH HERE
110-;
AC # 615 4 6 3.6 .. ST-�rE.OF FLORIDA-. ,
bEPART'MENT 0' BIIS NESS .'A� PRbFESSS(?%TAL REGULATION
CONSTRiTCTI T+T
1,
a: IN.P9.1 TRY LYCENSI�+q BOARD SE 12
WL 060601554
LICENSE NBR
06/06%2012 1. 81.9�306� •CRC046858
SMS
The' RESIDTAL CONT2ACTt1R
Named below IS CEtTIFIED
U Ucloar the . provisions of °Chapter X139 FS
,`
Expiration date: AUG 31, 2014 ""3" b . n..
RAMDIAL, BOYSTE GANGA
•
f•sa
THE HOME DEPOT AT=HOLE r 4
2690 CUMBERLAND PKWY .. 1: ` ,
a
;;
SUITE 300
,.,
ATLANTA GA 30339
2.
RICK SCOTT f KEN_LAWSON
GOVERNOR
iM
2013-2014 HILLSBOROUGH COUNiYBUSINI:-SSTt-,XRECEIPT EXPIRES 9-30-2014 FOLIO NO.
STAMPS ES OR WC-HIFA EMPLO
0 c*mS 0 1 RENEWAL 182589.0000
OCC. CODE BUSINESS TYPE H. HASTE TAX
SURCHARGE
090.022 RESIDENTIAL CONTRAa.rlok 40,00 18.00
BUSINESS 207 KELSEY LN K
LOCATION TAMPA 33619
NAME RAMDIAL BOYSIE GANGA
MAILING DBA/THE HOME DEPOT AT-HOME SERVICES
ADDRESS 2690 CUMBERLAND PKWY STE 300
ATLANTA GA 30339
BUSIlam"'ESS TAX RECEIPT DOUG BELDEN, TAX COLLECTOR
HAS HEREBY PAID A PRMLEGE TAX TO EWAM 81,1-636-5200
IN RI JStNF&q. PROFFS810N. OR OCCUPATION 8I'F(' 3FIED FIERI:0N THIS BECOMES A TAX RECEIPT WHEN VALIDATED.
PAID - 28641 - 6
07/16/2013 *** 58.00
���'� �✓"� OR Bk 2883 r9 F's 4797; Ups)
i
Permit# C�if1tYGG i3'aa`�c�,,t21113 12,'27-443
Folio tf — �i��+—b(3- D (n HARVEY RUVINr CLERK OF t:ti.JR-T
NOTICE OF COMMENCEMENT LAST PAGEE oUF iYr FLORIDA
The undersignedand In no== nouce that Improvement will be made to certain real
is provided in
9h� of Comme�cem� Florkla Statutes, the following wormauon
1. Legal Description of ProPeKy: Lot I Black Unit Bldg ALen
❑ gthy legal auwhad
Subdivision 1 Condominium:
Street Address Ifavailable:
2 General description of Improvement:3. a. a. Owner name and address. Jy G� ) i p Gi t
b. (merest in property: `yam 4 1 �L Wtl A1irY�' �L
C. Name and address of fee simple (�
titleholder (H outer than Owner):
4. a. Contractor name and address:
b. Contractor's phone number:
8• a. Surety name and address:
b• Surety's Phone number.
c. Amount of bond: $
8, a. Lender name and address:
b. Lender's phone number:
rsons
7. a by Sectin171&13(1) athe State , Florida S Of Florida deWgmftd by Owner upon whom notices or other documents may bre served asprovided
Address:
b. Phone number.
& a. In addition to himself or herself, the Owner designates
to reeehre a aalgrof Uenofs Notice peraeaton 71&13(1)(bL FW&a '
b. Phne number of parson or amity designated by owner
9. Expiration date of notice of commarmmwd : �IY
dWr MWdft onkW a d8fererd date Is spadfk4
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signatures) of�048)�Owner(SY �Au�th7ofized OfficerlOiresYoriPareneHMarhager
31Prftg
Name �G Print Name
Tlua0ffice 614A.) LA=2,
TbuelOffice
STATE OF FLORIDA
COUNTY OF BROWARD
�e fon�ointg instrumem w� acknowledged before me this �_ day of yjC b— ��
6
Dkwwftftor Elea -- O vA for
�own,or ❑PradutsdumfoUowkrgbpsof .
Signature of Notary Public:
Print Name:
1. (SEAL)
VERIRCATION PUS MIT -03 7nQy 92526. FLORIDA SiA1AM
Under penalties or perjury, I declare that I have read the foregoing and
thatthe facts stated n it are true, to the bast of my knowledge and belies
Signatures) of np AOr Ownsr(sp Authorized OliiceNDirec
By
MY COMMISSION #FF026M
EXPIRES June 11, 2017
39&0153
fa 1rr OF DARE
�'W�rNESSA.D. ao
HARb'EY Prid oflk4w Seg.
�lyd
ey
7�II7AM
r
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No: �� 9-4 8�9—
Structural Critique Sheet
Page 1 of 1
W t N Imo! L-rH
®S I$ ®rll.. use-0 to LaA-D a -Z g®z:rp
2 0-f- AT CIE 4-10
STOPPED REVIEW
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.
Mehdi Asraf
JOB# 7118207
clark
Opening
Location
No
Location
Comer
Zone
or
PRODUCT
ACCEPTANCE
NUMBER
Style
PRODUCT
APPROVAL
APPROVED
REQUIRED OPENING
DESIGN PRESSURE
Window Opening
Dimension
MULTIPLE
WINDOW
MULLION
REQ.
ARE
SHUTTERS
REQUIRED
{+) PSF (-) PSF
(+) PSF (-) PSF
Wdth IN Height IN
1
4
11-1114.06
SGW
60.00 70.00
40.10 43.40
1
73 62
1
N/A
NO
2
4
11-1114.06
1 SGW
1 60.00 70.00
40.10 43.40
1 73 51 1
N/A
NO
SGW= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD=
PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN=AWNING
SEP Z 6 4913
bt--
Miami Shores Village
APPROVED
BY
DATE
70NING DEPT
f
BLDG CREPT
R
SUE3JFCT TO COMPLIANCE WITH ALL FED
L
I A.?F AND COUNTY RULES AND RFG[J[ ATIONS
1 OF 1
j
SYMBOLS
. : . . . . . . Kitchen Room Name
Exterior Ckwr
: : : : MCAT► �obrF�� 1z✓�
qmr-
. . :....::::::
. t
FRONT.., Ifikkal4�r;'rNE d4C }-!+lobe:. 13 k4catte1st, 2nd, etc i jj-xir of house at fop of tempiate; 2j create outlinedOuse and indicate all wind�aws.Irs, and rooms;
3) nurnberthe windows to. -•olaced with corresponding number from Spec Sheet ~
Wlndow°Dftram Sheet -
_ 11/912012
�,4•
> _
-WIWMWS DIAGRAM SHEET
Job #:
Customer: r Consultant:
a
Date:
oor REAR
SYMBOLS
. : . . . . . . Kitchen Room Name
Exterior Ckwr
: : : : MCAT► �obrF�� 1z✓�
qmr-
. . :....::::::
. t
FRONT.., Ifikkal4�r;'rNE d4C }-!+lobe:. 13 k4catte1st, 2nd, etc i jj-xir of house at fop of tempiate; 2j create outlinedOuse and indicate all wind�aws.Irs, and rooms;
3) nurnberthe windows to. -•olaced with corresponding number from Spec Sheet ~
Wlndow°Dftram Sheet -
_ 11/912012
FLORIDA BUILDING CODE 2010 - ASCE/SEI 7-10 - WiND LOAD TABLES -170,176 mph - Enclosed -
Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D
WIND PRESSURES IN PSF
170 MPH VELOCITY - EXPOSURE C
Building
Height
Roof Slope less than
10 degrees
Roof Slope greater
than 10 degrees
Positive
Positivel
Negative
Positive
Negative
z4 & z5 z4 z5
z4 & z5j
z4 z5
z4 & z5
z4 z5
0-15
34.6
37.5 46.1
37.8
50
41.0 .6
16-20
36.8 1
39.8 49.0
40.2
43.6 53.8
21-30
40.0 1
43.4 53.4
43.7
47.4 58.6
31-40
42.5
46.1 56.7
46.5
50.4 62.2
41-50
44.6
48.3 59.4
48.7
52.8 65.2
51-60
46.3
50.2 61.8
50.6
54.9 67.8
LOCATION
EXAMPLE
BROWARD COUNTY, PALM BEACH AND
OTHER COUNTIES
GENERAL_NOTE&.
WIND PRESSURES IN PSF
175 MPH VELOCITY - EXPOSURE C
Building
Height
Roof Slope less than
10 degrees
Roof Slope greater
than 10 degrees
Positive
Positive
Negative
Positive
Negative
z4 & z5 z4 z5
z4 & z5
z4 z5
z4 & z5
z4 z5
0-1 ':
36.7
39.7 48.9
44.2 47.8 58.9
48..2
f6:20-
39.0
42.2 519
42.6
46.2 57.0
21-30
42.4
46.0 56.6
46.3
50.2 62.1
31-40
45.1
48.8 60.1
49.2
53.4 1 65.9
41-50
47.2
51.2 63.0
51.6
56.0 1 69.1
51-60
49.1
53.2 i 65.4
53.6
58.2 71.8
LOCATION
EXAMPLE
M A
WIND PRESSURES IN PSF
170 MPH VELOCITY - EXPOSURE D
Building
Height
Roof Slope less than
10 degrees
Roof Slope greater
than 10 degrees
Positive
Positive Negative
Positive
Negative
A & z5
z4 & z5 z4 z5
z4 & z5
z4 z5
0-15
42.0 45.5 56.0
45.9
49.8 61.4
16-20
44.2 47.8 58.9
48..2
52.3 64.6
21-30
47.4 51.3. 63.1
51.7
• 56.1 69.3
31-40
49.8 54.0 66.4
54.4
59.0 72.8
41-50
51.8 1 56.1 69.0
56.6
61.3 75.7
51-60
53.4 1 57.8 71.2
58.4
63.3 78.2
LOCATION
EXAMPLE
BROWARD COUNTY, PALM BEACH AND
OTHER COUNTIES
1- THESE TABLES ARE APPUCABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS. 1MN[X�WS AND
OMRS1 APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING
CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES.
2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON
THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBUCATION.
3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BYTHE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY
OFFICIALS.
4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas andother terrain with numerous closely spaced obstruction having the size of single family dwellings.
For building <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 R For building > 30ft exposure B prevails In the upwind direction for a distance greater
than 2600 it or 20 times the building height, wichever Is greater. Based on the FBG HVHZ, use Exposure C when building Is located In Exposure B
5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 3V, open country and grasslands. Exposure C will apply when exposure D
and B do not apply.
6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than WOO it or 20 times the building
height, whichever Is greater
7- BUILDING CONSIDERED ENCLOSED - AN glazing shall be impact resistant glazing or protected with an Impact resistant covering.
6- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH.
9- TOPOGRAPHIC FACTOR Kzt=1 -(FLAT TERRAIN)
10- DIRECTIONALITY FACTOR Kd -.85 (WInd Directionality Factorl
11- TRIBUTARY AREA: 10 SQF -
12. EDGE STRIP (a): The smaller of 10% offt least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or
3L a
�z4
WIND PRESSURES IN PSF
175 MPH VELOCITY - EXPOSURE D
Building Roof Slope less than
Height 10 degrees
Roof Slope greater
than 10 degrees
Positive
Negative
Positive Negative
A & z5
z4 z5
z4 & z5 z4, z5
0-15
44.5
48.2 59.3
48.6 52.8 65.1
16-20
46.8
50.7 62.4
51.1 55.4 68.5
21-30
50.2
54.4 66.9
54.8 59.4 73.4
31-40
52.8
57.2 70.4
57.6 62.5 77.1
41-50
54.9
59.4 1 73.1
60.0 65.0 80.2
51-60
56.6
61.3 1 75.5
61.9 67.1 82.9
LOCATION
EXAMPLE
MIAMI-DADE COUNTY
RcaF Slope
'a.Il r
a<=BWx0.1 ora<=hx0.4
BW less or equal than BL
a must not be less than
a=3feet ora=0.O4xBIN
E N 6 C 4; Inc.
Engineering Services - CA 8116
5595 Orange Drive 201
DAVIE - FLORIDA 33314
Tei: (954)
E-mail: Engoo O -.corn
AUG 13 2013
PEDRO DE FIGUEIREDO
PE52WS
NOT VALID WIOUT SEAL
3/6/2012
E'Afl
"i I i l�lif3l'�
uf, i FV
F.
M., IAM.F ML4MI-DADS COUNTY, FLORIDA
(• PRODUCT CONTROL SECTION
wq�
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) 3152599
NOTICE OF ACCEPTANCE (NOA) www.roiamidade. er
PGT Industries
1070 Technology Drive
Nokomis, FL 34275
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 deusci herein_ and has_hesn deigned to comply with the Florida Building
e �o �Plnrrfv Hurricane Zone.
DESCRIPTION: Series "nR-510" White PVC Horizontal Roller Window - L xL
sheets 1 through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11,
signed and sled by Anthony Lynn Miller, P. E., bearing the Miami Dade County Product Control Revision
stem a Miami -Dade County Product
on I Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
shall bear a Dermanent lahpl •s,ifl+ �" e���ru�n. �rer's name or logo, city, state,
modellseries, 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 Na 09-0901.07 and consists of this page 1 and 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.
Mt MI�AD8 �etlt+i
NOA No. 11-1114.06
IIs ` ROS D] Expiration Date: February 17, 2016
21�i/i �?,r Approval Date: February 09, 2012
1 1'a
i
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 09-0901.07)
2. Drawing No. 5191 2, titled "Vinyl Horiz. Roller Window, Impact resistant", sheets 1
through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C",
dated 10/17/11, signed and sealed by Anthony Lynn Miller, 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 FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of HR -510 vinyl horizontal
sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report
No. V17,5916, dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under NOA No. 09-0901.07)
C. CALCULATIONS:
1. Anchor Calculations, and structural analysis, complying with FBC 2007, prepared by
manufacturer, dated 08/20/09, signed and sealed by Robert L. Clark, P. E.
(Submitted under NOA No. 09-0901.07)
2. Glazing complies with ASTM E1300-02/ 04.
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
F. STATEMENTS
1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009
supplement) and FBC 2010, dated 10/25/11, signed and sealed by Anthony Lynn
Miller, P. E.
2. Statement letter of no financial interest and independence, dated 10/25/11, signed and
sealed by Anthony Lynn Miller, P. E.
1
Jaime D. Gascon, -P. L
Product Control Seedlon Supervisor
NOA No. 11-1114.06
Expiration Date: February 17, 2016
Approval Date: February 09, 2012
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
3. Letter of Adoption of as his Own, the Work of another Engineer per Section
61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn
Milder, P. E.
4. Statement letter of conformance, dated 08/20/09, signed by Robert L. Clark, P. E.
(Submitted under NOA No. 09-0901.07)
5. Statement letter of no financial interest, dated 08/20/09, signed and sealed by Robert
L. Clark, P. E.
(Submitted under NOA No. 09-0901.07)
6. Laboratory compliance letter for Test Report No. FTL-5916, issued by Fenestration
Testing Laboratory, Inc., dated 06/18/09, signed and*sealed by Julio E. Gonzalez, P. E.
(Submitted under NOA No. 09-0901.07)
G. OTHERS
1. Notice of Acceptance No. 09-0901.07, issued to PGT Industries, Inc. for their Series
HR -510 White PVC Horizontal Roller Window-L.M.I., approved on 02/17/10 and
expiring on 02/17/2015.
C
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 11-11U.06
Expiration Date: February 17, 2016 i
Approval Date: February 09, 2012
E--2 J
,�F
® 111ADA-t'�[�17ECtQTa
12 GIS° MAX TYP. 4.0.&W- fyP,
92314 VENT DLO WmTH 528/18 FIXED DLO WIDTH+
73° MAX
78114• FRAME O.D.
77 MAX
32 0118 FIXED DLO WIDTH
32314 VENT DLO WIDTH
t � t t t
r- ® Deslgn Pressure Raft w1pad
+801--70P$FLaw
e
+601-70 PSP Lenge liA%*."poat
f�•�a••�®
NOA DRAWING TABLE OF CONTENTS
SHEEI
• GENERAL NOTES—__—1
ELEVATIONS....»...._.....»..«........1
�S 5� GLAZING DETAILS ..»»...................»—.» 2-3
y� SECTIONS, I.F. FRAME ..........................4
SECTIONS, BOX FRAME--.-- G
PARTS LIST__ _ _ 8
EXTRI IONS_........»..»._. » » 117
ANCHORAGE SPACING, BOX FRAME... 8
ANCHORAGE DETAILS, BOX FRAME » 8
• ANCHORAGE DETAILS, I.F. FRAME»..».10
INTEGRAL FIN
MAX. SIZE - 73" X Or
X O 11111tt7
LYNN Ay�ii
0112• MAX `•` t�:
��£NS@
>k ;
413w SEE SHEET 7 FOR 1G• ddax O.C. �- BOX FRAME = * : No. X705
ANCHOR REQUIREMENTS 8112' Max-
isMAX SIZE 73 X82° _ M1
� F�-
J f0If7/tt FBC2010 CHANGE J -�°� '
+wo7EarwoLa+rtxme EL.EVATIONSBANCHORA13E O ' , �iocnoP: C9�'
J. 01H8/10 A Added DPN box flame Ch floe above NtxtOM1LiB, R sorra sa< — SS% ` C,
nates P.o.egxta� VMi I Hw1z; RoilerWfidow. Im Stnes�tet►t r,,,�tONAt���
a JA oww �, NOK�I8 F194274 � S 1 tl 40 51812 B L P.eAmm P'a'
_i TF,
GENERAL NOTES. ' 3 S
1. GLAZING OPTIONS:
X
A: 718' IG -5/10° H1H - SOP + 711W - AIR+ 118 A CAP
O
B.7ffIG W6"H/H SGP+71181-AIR+IWT.CAP
2. CONFIGURATIONS: XO AND OX Q
g
3. DESIGN PRESSURES: +=-'M PSF (ALL GLASS TYPES LISTED)
A YEON TESTED.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST p
PRESSURE AND GLASS TABLES ASTM E 1300-02. :r
4. SHUTTERS ARE RVOT REQUIRED.
& ANCHORAGE: ANCHOR SHALL BE AS LISTED AND SPACED AS
SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SUBSTRATE
SHALL BE BEYOND WALL DRESSING ORSTUO00. THE 33 0%
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING 13UT NOT LIMITED TO STEEL
SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR
MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE. APPROVED ANCHORS:1, 010 STEEL SCREW (GS)
2, 3110° ELULTRACON.
0. REFERENCES: TEST REPORTS FTL-MO', ELCO TEXTRON NOA
07.0428.01; ANSVAF&PA; NDS -20M FOR WOOD CONSTRUCTION:
ADM -2005 ALUMINUM DESIGN MANUAL.
T. THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
& SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT
FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS.
S. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE
AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY
FOR WATER RESISTANCE OF INSTALLATION SHALL BE
DONE BY OTHERS.
10. MATERIALS USED FOR ANCHOR EVALUATIONS WERE -
SOUTHERN RINE. AND CONCRETE MASONRY UNITS
COMPLYING WITH ASTM C -9M I m
92314 VENT DLO WmTH 528/18 FIXED DLO WIDTH+
73° MAX
78114• FRAME O.D.
77 MAX
32 0118 FIXED DLO WIDTH
32314 VENT DLO WIDTH
t � t t t
r- ® Deslgn Pressure Raft w1pad
+801--70P$FLaw
e
+601-70 PSP Lenge liA%*."poat
f�•�a••�®
NOA DRAWING TABLE OF CONTENTS
SHEEI
• GENERAL NOTES—__—1
ELEVATIONS....»...._.....»..«........1
�S 5� GLAZING DETAILS ..»»...................»—.» 2-3
y� SECTIONS, I.F. FRAME ..........................4
SECTIONS, BOX FRAME--.-- G
PARTS LIST__ _ _ 8
EXTRI IONS_........»..»._. » » 117
ANCHORAGE SPACING, BOX FRAME... 8
ANCHORAGE DETAILS, BOX FRAME » 8
• ANCHORAGE DETAILS, I.F. FRAME»..».10
INTEGRAL FIN
MAX. SIZE - 73" X Or
X O 11111tt7
LYNN Ay�ii
0112• MAX `•` t�:
��£NS@
>k ;
413w SEE SHEET 7 FOR 1G• ddax O.C. �- BOX FRAME = * : No. X705
ANCHOR REQUIREMENTS 8112' Max-
isMAX SIZE 73 X82° _ M1
� F�-
J f0If7/tt FBC2010 CHANGE J -�°� '
+wo7EarwoLa+rtxme EL.EVATIONSBANCHORA13E O ' , �iocnoP: C9�'
J. 01H8/10 A Added DPN box flame Ch floe above NtxtOM1LiB, R sorra sa< — SS% ` C,
nates P.o.egxta� VMi I Hw1z; RoilerWfidow. Im Stnes�tet►t r,,,�tONAt���
a JA oww �, NOK�I8 F194274 � S 1 tl 40 51812 B L P.eAmm P'a'
X
E
O
92314 VENT DLO WmTH 528/18 FIXED DLO WIDTH+
73° MAX
78114• FRAME O.D.
77 MAX
32 0118 FIXED DLO WIDTH
32314 VENT DLO WIDTH
t � t t t
r- ® Deslgn Pressure Raft w1pad
+801--70P$FLaw
e
+601-70 PSP Lenge liA%*."poat
f�•�a••�®
NOA DRAWING TABLE OF CONTENTS
SHEEI
• GENERAL NOTES—__—1
ELEVATIONS....»...._.....»..«........1
�S 5� GLAZING DETAILS ..»»...................»—.» 2-3
y� SECTIONS, I.F. FRAME ..........................4
SECTIONS, BOX FRAME--.-- G
PARTS LIST__ _ _ 8
EXTRI IONS_........»..»._. » » 117
ANCHORAGE SPACING, BOX FRAME... 8
ANCHORAGE DETAILS, BOX FRAME » 8
• ANCHORAGE DETAILS, I.F. FRAME»..».10
INTEGRAL FIN
MAX. SIZE - 73" X Or
X O 11111tt7
LYNN Ay�ii
0112• MAX `•` t�:
��£NS@
>k ;
413w SEE SHEET 7 FOR 1G• ddax O.C. �- BOX FRAME = * : No. X705
ANCHOR REQUIREMENTS 8112' Max-
isMAX SIZE 73 X82° _ M1
� F�-
J f0If7/tt FBC2010 CHANGE J -�°� '
+wo7EarwoLa+rtxme EL.EVATIONSBANCHORA13E O ' , �iocnoP: C9�'
J. 01H8/10 A Added DPN box flame Ch floe above NtxtOM1LiB, R sorra sa< — SS% ` C,
nates P.o.egxta� VMi I Hw1z; RoilerWfidow. Im Stnes�tet►t r,,,�tONAt���
a JA oww �, NOK�I8 F194274 � S 1 tl 40 51812 B L P.eAmm P'a'
y - r-
OP77ONAL
FLANGE
rill
71W LAMI I.G. GLAZING DETAIL `NN"'xLYNIV
CENS�c
WITH 5/96" LAMI GLASS AND 1/8u CAP :
` * ' No. 58705
NAIV�' J.. 7/11 ARO CHANGE THIS SHEET GLAZING DETAILS - BOX OR FLANGE FRAME ;.� .
a .01/1 o make tare Vin Horiz Roller Window Im ctaeslstrant ;'/ONAL�ti�G��`
J.R 7J0a mt I cOPAe F�962�a X1.•1 2 d 10 ' 5181-2 A aL�P.F-#UM
vs
44 4
OVERALL GLASS NOMINAL
---WS"LAMI GLASS NOMINAL
a 18° HEAT STRENGTHENED GLASS
7M8° AIRSPACE
.090 DUPONT
118° ANNEALED OR SGP INTERLAYER
TEMPERED GLASS
HEAT STRENGTHENED GLASS
.�.�/� ,� ir-P Nom.
4"rGLASS
n I I M I I SITE
y - r-
OP77ONAL
FLANGE
rill
71W LAMI I.G. GLAZING DETAIL `NN"'xLYNIV
CENS�c
WITH 5/96" LAMI GLASS AND 1/8u CAP :
` * ' No. 58705
NAIV�' J.. 7/11 ARO CHANGE THIS SHEET GLAZING DETAILS - BOX OR FLANGE FRAME ;.� .
a .01/1 o make tare Vin Horiz Roller Window Im ctaeslstrant ;'/ONAL�ti�G��`
J.R 7J0a mt I cOPAe F�962�a X1.•1 2 d 10 ' 5181-2 A aL�P.F-#UM
vs
44 4
718" OVE r x 1
GLASS NOM M.'
6H8° LAMI OLAP
NOMINAL
i
HEAT STRENGTHENED GLASS
7Mti'AO�ACE
0� DUPONT
SGP INTERLAYER
1J8° ANNEALED
TEMPERED GL
EXTERIOR
OPTIONAL
FUWGE
718" LAMI I.G. GLAZING DETAIL
WITH 5/16" LAMI GLASS AND 118" CAP
IW NOM.
LASS SITE
GLASS
vrEaoumoc�rcKrveGLAZING DETAILS - INTEGRAL FIN FM
tWKDM, PL MM W.
P.O. sgKtsae Vin Holz, Roller Window, /In Cf-re8
ntot�Mie FLsaxra = 1-1.11-3 a 10 1'—
5191-2
` * ' No. 58705
��Q • Q STA O iI ' 1V-:
ZONZmE;a`
YMA PE
P&OWM
w ! •
- _ IMP
19 /,�SEE
8 13
NOTE 1
14 �� TE 4
NOTE 1
SEE NOTE 2—' ( (�)
9
DETAIL A
DETAIL B
DETAIL C
LEFT JAMB SECTION
MEETING RAIL SECTION
RIGHT JAMB SECTION
NOTES:
1. #0 x W FL SMS, LOCATED AT 4 WY
FROM EACH END AND AT 18° O.C.
TT
2.00 x 318 FL SMS, LOCATED AT Me
FROM EACH END AND AT 18° O•C•
1
3.08x W FL SMB, LOCATED AT4Ilr
FROM EACH END.
4. CAM LOCKS.
(2)ATr EACH END
6. WEEMOLES ARE VX 3110'• SEE
SHEET 1 FOR LOCATIONS
T
WELD
HOT WELD CORNER ASSEMBLY
(INTEGRAL FIN)
SEE NOTE
SEE NOTE
DETAIL E
SILL SECTION
ro1soiU•IOI.00YDPoVe ii/��ii
nerocoama,F�aeae
P.O. BQIf t62B
NOiCQbUO, FL,%7/4
tM810
IN WOF17-
F
DETAIL D
HEAD SECTION _
BEE NOTE 3
,7 -err! GVfwd- r r1!
MndDW ! d -res sta
4 a 90 7 69812
LYNN
* ' No. 68705
• h
.���s+S�ONA�+�``�
A lydn.cv P.E
REE MM
19 13
18 -
SEE NOTE 1 r _
14 SEE NOTE 4
SEE NOTE 1 15 16
EXTERIOR
SEE NOTE 2
DETAIL A DETAIL B DETAIL C
LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION
NOTES'
1. H8 x 12 FL SMS, DATED AT 412'
FROM EACH END AND AT 18° O.C.
200 x318 FL SMS, LOCATED AT 41PC
FROM EACH END AND AT 18° O.C. 2
3. #6 x 12 FL SMS, LOCATED AT 412°
FROM EACH END.
4. CAM LOCKS:
(R) AT T EACH END ,HO7-
5. WEEPHOLES ARE VX 3W. SEE WELD
SHEET 1 FOR LOCATIONS. r1 -k y
HOT WELD CORNER ASSEMBLY
(BOX FRAME)
2 c
DETAIL D
HEAD SECTION
EE NOTE 3
EXTERIOR
EXTERIOR
SEE NOTE
DETAIL E
SILL SECTION
M1'O . FL9CL78n
P.o aq, Wms W
.R3W4
mmm
a - ovn rrvur�c
Mndow In acf-tsfa
b m 10 51812
•
90 ...........
LYNN 4g,
., •P cif
�l
No. 58705
ago
O WlffAl
�,���
a, 4bldi�R P.E
P.El6�
I
ITEM DWG_ NO'
PART #Qi
DL93CRIPTION
QTY
1
88188
FRAAI� AD, tiA1 AAD 14MES (FN MY)
4
2
8180
i s 64189
PRAAmmm, an AND JAMS (BOX OWY)
4
4
8102 -
88102
MEDUEEIMPAL
1
S
8123
88123
FO(®61EMPAL -ALUCAMREW
1
8
70XIFPAW
8x1°RLTBp M MLOCK,KEEFIER)
4
8 -
78x312FPA13X SOR80 IWFPT.YFEAB(FD03AIA4$
.- _41-
0
7166OW
330M ALUM SCWNSIJPPORT PLATL39
2
10
.0138
88138
ROLLERTRACK
1
11
8138
86138
AA1. LFT
2
12
71OWN
NBTALLA7ANIHOLEFLU08 OM ONLY)
VARES
13
8108
88105
SASH MERIACKPAL
1
14
6114
80114
NTERLOCICPAIL-ALLAI"RENF.
1
18
78208SLAW
CAMSMIEEPLOCKS
2
18
781336LKW
O1MSWEEPLOCICKEEPER
2
17
1644
81844W
W87P.:187x.270FNSEAL
1
18
8137
88137
SABHSMPAL
1
19
8114
88114
SDERAL-ALI MNLIMNENF.
1
20
1804
61844W
WSTP..197x-270FNSFAL
1
21
8108
.88108
SASHTCP&BOTiOMRAL
2
22
8114 1
80114
TOP&BOTTOMFYLL-ALM MIRBIF.
2
23
1644
61644W
VAnP..187 x.VO FN SEAL
2
24
226.1
42IMP
ROIJ.L3 HOMID
2
25
?WVMU
WVNWWMS
4
28
78121W
8X1t2FHPHL82FTSM
VARIES
27
7836FW
7 x 3A FH PHL NPT $M
VARES
26A
83W WIG
711V SUFER-SPACE R
288
SSylACMS
3W81IF6248PAM
20A
6112
88112
MAZNGEBAD,1-LRE
32A
?W L 4M LQ QLA8 lAr TEMPER®
OUTBOARD-AFJMCE- IJW AMSAUD- MO
PA NIHBAYER- IW AMEALED(8✓1MM4
32B
Mr LAM LO.OLASS: IB ANNEALM
OUBOARD-ARSMCE-IVAAWBU D -.09D
WO NOERLAYER-lir AANEAI.LD (8118° LAht
-
34
SCREEN
1
38
WEEPOM M
4
37
SETTNt3 BLOCK
39
SLEONEDOW 1189
40
�171i�\\\
v7 Tams A toMMOUWq- . elm uDmHula NoxoeBa kVinylHo& Roller Window, !n) of-resfi ntH.B
' is`S/ONA�-����
—n.�max. 08f1T/OB NTS 6 ✓ 1U 51942 P.E98WW
I.F.FRAME
O DWG #5118
RIGID PVC
BOX FRAME
DWG #5189
RIGID PVC
FIXED MEETING RAIL
ODWG #5102
RIGID PVC
.azo •�
SASH INTERLOCK RAIL
1.260 .063
174
T
FIXED MEETING RAIL
REINFORCEMENT
ODWG #5123
A18005 -T6
SASH INTERLOCK RAIL
13 DWG #5105
RIGID PVC
REINFORCEMENT SASH SIDE RAIL SASH TOMBOTTOM RAIL
DWG #5114 14 99 22 A18083 -TS 1B RIGID VC7 (B DWGRIGIDPVC
1.398
mo eeo
936 I
-•+•E f+-.086
I.G. BEAD ROLLER TRACK/ANTI LIFT
DWG #5112 DWG #5138
DUAL PVC RIGID PVC
EXTRUSION CROSS SEC
remowrKt NOKM re.a.UM M.
,,-am Wh l HorlL Roger W/ndow
rQOI�A�. ,334arnedt &vee
#MM 7:1 7 -V
�nurr
LYNN
* ' Na 687054-40
'
5191-2 8 A. EAWM
b `
1 5
HEAD, SILL AND JANE ANCHOR QUANTITIES FOR DESIGN
PRESSURES OF +60/-'1'$F OR LESS
WINDOW HEIGHT n
24 30 1 38 1 42 1 48 54 60 63
WINDOW
WIDTH On)
ANCHOR#
IO
LOCATION
OF ANCHORS REQUIRED (TYPE 1 OR 2)
24
Head and Sill
2
2
2
2
2
2 2
2
Jamb
2
3
3
3
4
4 5
5
38
Head and Sill
3
3
3
3
3
3 3
3
Jamb
2
3
3
3
4
4 5
5
42
Head and Sill
3
3
3
3
3
3 3
3
Jamb
2
3
3
3
4
4 5
6
48
Head and Sill
4
4
4
4
4
4 4
4
Jamb
2
3
3
3
4
4 5
5
64
Head and Sill
4
4
4
4
4
4 4
4
Jamb
2
3
3
3
4
4 5
5
60
Head and SIII
5
5
6
5
5
6 6
5
Jamb
2
3
3
3
4
4 5
5
66
Head and Sill
5
5
5
5
5
5 6
5
Jamb
2
3
3
3
4
4 5
5
72
Head and SAI
6
5
5
5
5
6 6
6
Jamb
2
3
3
3
4
4 5
5
EHead
and Sill
5
5
5
5
5
6 6
6
Jamb
2
3
3
3
4
4 5
5
FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE
ANCHORAGti OTE FOR PQXEMM
E:
®1. ANCHOR : 1- 3H8° ULTRACONS BY ELCO (FOR MASONRY SUBSTRATES)
2-,#N@SKSCREWS:.GRADO(FORMETALAND WOOD SUBSTRATES)
MINIMUM EDGE DISTANCE OF 3W.
2 ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWIING DIMEANSIONS,
GP MAX FROM ALL CORNERS
JAMBS -16.312° MAX O.C.
HEAD/SILL- IV MAX O.C.
* INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRnWM OF
NOTE Z
4, ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT
OPTIONAL FLANGE.
& FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 1 & 10.
��
ror�wC.00ro�ave
NOKOAM FL 34276
P.0.6QX1823 sd ma
NQKO668, FL 34274
461840
8 010 1 5191-2
ME
7=15/b:
ngoirf
i I.7NN
J.
l ° IIS
OF
A IYNt(Id1LLER P9.
p"um
gvr
k
1 #10 SCREW, SEE
SHEET 8 FOR SPACING
1 1 !4° MAX. SHIM 1
IE'?
r
"C SCREW, SEE
EET 8 FOR SPACING-}
�
1 MIN.
1
r •... 114°
REMOVEABLEMX
4°MAX
FLANGESHIM
M HE 0 SCREW, SEE 13/8° MIN. NOTES INSTALLATISHEET 8 FOR SPACINGREMOVEABLE _L TO THE SUBSTRATE
FLANGE OF 1x OR 2x WOOD
REMOVEABLE FLANG BUCKS TO BE
ENGINEERED BY
JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILT, W/ BOX FRAME OTHERS
THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD
APPROVED IiAASONRY 3.6IWI MIN. C
ANCHOR, SEE SHEET 8 .. oR 16 t�1 nml
FOR SPACING
APPROVED MASONRY
ANCHOR, SEE SHEET 8
FOR SPACING
13V MIN.
914°
q• MAX
REMOVEABLE 1w �g
FLANGE MAX
9 ' SHIM
1! r .' REMOVVEEAIBQ v :� •'.i:.: tee'::• `� :.� T
REMOVEABLE APPROVED MASONRY :� , i �'• •'!i ' ' '
FLANGE C . o. v t
3.6 KSI MIN. CONCRETE i' '� " a: •' _ :' �,
OR 1.6 KSI MIN. CMU ANCHOR SEE SHEET 8 3.6151 MIN. CdNG16 TE .,
FOR SPACING OR tb K61 MR CMU
JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME
THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE
1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL
NOTES:
1, FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MfAMI-DARE COUNTY APPROVED 3116' ULTRACON, EMBEDED 13W MIN., DISTANCE FROM ANCHOR
TO CONCRETE EDGE IS 1° MINIMUM.
2. FOR WOOD APPLICAMM IN MIAMI-DADE COUNTY, USE #10 STEEL. SCREW, EMBEDED 13/8° MIN..
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS 18 LESS THAN 1 112'. 1x WOOD BUCK ARE OPTIONAL IF UNIT
CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCK DEPICTED AS 2x ARE 1112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD
BUCK TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
4. FOR ATTACHMENT TO ALUMINM THE MATERIAL SHALL BEA MINIMUM STRENGTH OF Si•TS AND A MINIMUM OF 10 THICK THE ALUMINUM STRUCTURAL MEMBER
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL
BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE
SPACING FOR ULTRACONS MAY BE USED.
J ? 7/11 NO CHANGE THIS SHEET Fl
TION DEYAILSBOX/FLANGE
J. BOW 01 A Ato MsrxeG 10 No>ie°R s INST ,V A� LA
ru.�cu� Vinyl Hartz Roller Window Im cf-tTas/stsnt
J.R. m2/w a•ae NoxowB iia ltR8t0 1:2 1 9 -10 51912
lu
LYNN
No. 58705 •.
�t At
STA
�'.o •• • :�GOtttflp•' •Gam
a��nlidu�rs
p"
114' MAX. SHIM----]
118" (.131') DIA. x 2112° NAIL,
SEE SHEET 1
g FOR SPACING
REMOVEABLE FLANGE—/ L IN (.1317 DIA x 2112° NAIL,
® SEE SHEET 1 FOR SPACING
JAMB W/ NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING
REMOVEABLE
FLANGE
Iff ® DIA. x 2 lir
SEE(SHEET FOR SPA
FLANGE
mql
Iw
MAX
NOTE: INSTALLATION
gm
TO THE SUBSTRATE
OTES:®
OF 1x OR 2x WOOD
1. FOR INTEGRAL FIN APPLICATIONS N MIAMI-DADE COUNTY, USE U8" (.1317 DIA. X2 IM NAIL
BUCKS TO BE
2. WOOD BUCKS DEPICTED IN THE SECTKXVS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 W. 1x WOOD
ENGINEERED BY
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1rY THICK OR
OTHERS
HEAD W/ NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING
Iw
IMA4
SHIM
T
SILL W/ NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING
vla
aae8 — 4
OTES:®
1. FOR INTEGRAL FIN APPLICATIONS N MIAMI-DADE COUNTY, USE U8" (.1317 DIA. X2 IM NAIL
2. WOOD BUCKS DEPICTED IN THE SECTKXVS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 W. 1x WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1rY THICK OR
JURISDICTION. IN ALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED 8Y OTHERS OR AS APPROVED BY AUTHORITY HAYING
LYNN
3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL. SHALL BE A MINIMUM STRENGTH OFT AND A MINIMUM OF U8° THICK THE
ALUMINUM
``�NI
STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN N
;
THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A S10 MEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.
= * NO -58705
IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
Z.
' o . STATE OP `_�
•.
•�� cors o,.• �`��
10/i7/11 NO CHANQE iTi/S SHEET
IIMTECHNOLCOVORM STAU A77ON DETAILS - INT. FIN FRAME
MF'WJ.?
+�
VIM Hork Roller INIndDw, I d-reslstent
J.R. o1Hao0 Corrected na51 to 24 added da. bi deoknd
NM it
''SSS///��O��,�N�����A��ILL.���c��•
m�
PO epx,eae
NC: Ml9.FL362r4
ALYI+BVNRI�R Pm
PN'A=
lawmer
J.R. VWZW
ar4pA M Rmr auue aeXpw by
mwo 12 10 a 10 5191-2 B
•