HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY:
Date: I Fee-c7 (�V aI Receipgfdt Permit#
PLANNING & DEVELOPMENT SERVICES
® BUILDING & CODE REGULATION DIVISION
o `p` 2300 Vuginia Avenue S CA IV N E D
Ft. Pierce, FL 34982-5652 BY
772462-1553 St. Lucie County
APPLICATION FOR ALUMINUM STRUCTURES ]PERMIT
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
l . LOCATION/SITE ADDRESS: - -,9 ®o? 6 j—, �� x /J2
2. PROJECT NAME: SITE PLAN NAME:
3. PROPERTY TAX iD #: _ j c�,� S — G, �, _� ��� _/
4. LEGAL DESCRIPTION (attach extra sheets if necessary): jr2 ; � e- & !J o ; px -/- e to +
Pk4Sx- 1P8 "--16/1.04 Qt/022ya3-069ti5
5. PLAT BK PAGE BLOCK LOT aS'
6. PARCEL SIZE: ACRES/SQ FT. rxLOT DIMENSIONS
7. SETBACKS (ACTUAL) FRONT:— BACK: i `� RIGHT SIDE: LEFT SM-6:_
S. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
TYPE OF CONSTRUCTION
N = New
A = Addition
R = Rebuild
SG = Slab on Grade
SR = Raised Slab
WD = Wood Deck
DIMENSIONS
SQUARE FEET OF
CONSTRUCTION
❑ SCREEN ROOM
❑ NEW ❑ EXISTING
X
❑ CARPORT/PATIO ROOF
❑ NEW ❑ EXISTING
X
❑ HABITABLE GLASS ROOM
❑ NEW ❑ EXISTING
X
CAT 12 R 3 SUNROOM
NEW EXISTING
X
❑ ALUMINUM COMP. SHED
❑ NEW ❑ EXISTING
X
❑ POOL ENCLOSURE
❑-- NEW ❑ EXISTING
X
❑ M H ROOF OVER
❑ NEW ❑ EXISTING
X
❑ ROOF SYSTEM OVER
EXISTING ACCESSORY STRUCTURE
❑ NEW ❑ EXISTING
X
❑ OTBER:
❑ NEW ❑ EXISTING
❑ ALUM POOLFENCE
Linear feet
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
9. VALUE OF CONSTRUCTION: $
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to
question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with
similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted
PRIOR TO FIRST INSPECTION.
SLCCDV Form No.: Doi-m Rev 04/26/2010
OWNER INFORMATION
NAME:
ADDRESS: C7 a t3 L cir) k
CITY: I%A'-emot, STATE: %/, ZIP
PHONE (DAYTIME): cir - 51 SS i EMAIL:
FILL IN NAME AND -ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIlME):
CONTRACTOR INFORMATION
STATE OF FLORIDA REG./CERT #: k 8 bD a S,- 40 6 ST. LUCIE COUNTY CERT #: G/ �
BUSINESS NAME:
QUALIFIER'S NAME:
ADDRESS: U e.) --e.
CITY: A ' e rZ c T STATE: �- /. ZIP ,9PHONE
(DAYTIME): (??2� L/6 UU FAX NO. email:
ARCHITECT/ENGINEER eicz .5' �,/_ a 2 -<-
ADDRESS: /3 4 3 d 52 A2, .Sam, .'�-P /D /
CITY: ale - A_, c, STATE: /%/_ ZIP 33 266 U
PHONE (DAYTIME): 070 U
NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING,
AND HVAC
ZONING REQUIREMENTS
All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks
'including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan.
❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for
inspection verification. ( not required for construction unrelated to storms)
OFFICE USE ONLY
SECTION
TOWNSHIP
RANGE
MAP NO.
Additional
ZONING
LAND USE
LOT CVG %
Permits
Required
REPORT
u�`t
B%4s FEE
MISC FEES
TOTAL FEES
L$
CODE
7 T
BUILDING & ZONING REVIEW
FRONT
PLANS
VALUE OF CONSTRUCTION
REVIEW
COUNTER
ZONING
SUPERVISOR
EXAMINER
VEGETATION
USING ICC TABLE
DATE
COMPLETE
TNPTTAT.R
CERTIFICATION:
10
This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a
certificate of capacity, if applicable, for the permitted work.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU
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: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO
ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO
DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE
PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A
CONDITION PRECEDENT TO THIS PERMIT
1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify
that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind
zones established by the county and take full responsibility for complying with the submitted design of the structure being
permitted.
2.1 further eertify that aU the foregoing information is accurate, that no work or installation has commenced prior to the
issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and
zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not
otherwise included with this building permit application.
3. 1, the Contracto er Builder, ave verified that the existing foundation meets the requirements o the Engineer of
Record and is i ad uate condi 'o ithstand the uplift and weight of the alum' structure and s ' tructure will not
exceed the fo A of the st c e t was in existence prior to removal by t orms.
f
O R CON OR NATURE CO O I
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF S-: Lesti6 COUNTY OF Sr LuC'1E
The foregoing instrument was acknowledged before me
me this i/ � day of 6 EPTEmneg- . 20 &
by 09,49 ES J.' Dz-lc.r-er-
who is personally known
produced
o me, or who has
The foregoing instrument was acknowledged before me
me this /o 14 day of .rE pre a ue ie _, 20 /3
by-A,t1ES T. 0Ek IGEit
who is personally known
produced
L-�to me, or who has
as identification.
as identification.
,�•►�"'�;: DONALD M HOLMAN
,,,,
;�,''�r�#s,•F':
DONALD M HOLMAN
AU,4e&.
=': ": MY COM4R&PN # EE126749
..
11407)39MI53
=
MY COMMISSI "&ff 126749
Signature ofNotary
EXPIRES September 20, 2015
Signature ofNotary
,,,
S September 20, 2015
FbrldrrNot� rviu.com
407)398-0153
FbrfdeNote rv(ce.com
RHORTANT NOTICES:
• TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE 'NOTARIZED. IF APPLYING FOR TINS
BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICI
LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR
AFFIDAVIT.
• ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR
STAMPED REPRODUCTIONS ARE PROHIBITED.
• WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER
NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN
ADDITIONAL FEE WILL BE CHARGED.
PLAN WVEEW SPECIFICATION4WCKEIS'T
PLEASE PROVIDE ONE OF THE FOLLOWING:
2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license.
❑ 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide to Aluminum Conswuction in High Wind Areas.
❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113.
(1) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT
APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF
A SUBMISSION.
• All plans must be legible and must be designed.in Architect's Scale on pages which are 81/2" x 11" or larger.
• All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists &
drawings.
• The plan view must include all dimensions; the location of the host structure and all materials must be sized and
identified thereon.
• All elevations must be shown, including 4 h wall detail, dimensions and all material must be sized and identified.
• All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"].
• All methods of fastening or other details which are relevant to the design must be identified on the Plans.
• All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"].
• All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component
must be sized and identified.
• All ridge beams and super gutter or fascia attachments must be identified.
• All roof pans or composite panels, with gauges and spans, must be sized and identified.
• - All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications.
• All light metal alloys which are utilized shall be designed in conformity with the Florida Building Code of 2007, Chapter
20, including 2006 revisions.
• Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self -
catching gates with picket spacing.
(II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE
REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS:
(A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding
component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified.
(B) 2 electric schematics, in accordance with the N.E.C., if applicable.
(C) Design pressures, per ASCE-7, identified on the openings of all Plans.
(111) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA
SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE.
(IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE
ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE
FOLLOWING ADDITIONAL ITEMS:
(1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition.
(2) 1f designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy
calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of
Florida Building Code.
(V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS
(Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE:
(a) A 0 wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial
number and current owner's name and street address.
(b) That the complete guide to H.U.D. specifications be strictly adhered to.
(c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall
assume full responsibility for both structures' integrity by site specific documentation. -
JOSEPH E. SMITH, CLF1� OF THE CIRCUIT COURT - SAINy TXCIE COUNTY
FILE # 3876429 OP•' ;OK 3559 PAGE 1900, Recorded( "�1117/2013 at 09:59
NOTICE OF COMMENCEMENT
Permit No. _ Tax Folio No. / S • a • a
Stake of Florida County of St. Lucie
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
the following information is provided In this Notice of Commencement.
Legal Description of Property: (and street address If available): 0l0,.70
te �r(n/��,�-i�;1�:f3C�QR�bOD-�Y��
General description of Improvement: �,w; /�./ �.y�._// T> J2. ^n —2
Owner Information or Lessee Information If the Lessee contracted for the improvement:
Name .Ty„yr1,r 5' Crffrn
Address _._ 7n a rr .. L if n'2 .A A-e" e
Interest in property: __„_,•____T�^
Name and address of fee simple titleholder (if different from Owner listed above):
Cordractor's Name: iTn e e-/- ,I & — -_e. — PA of da e,-i�
Contractor Address:_fljp,.V- 0<ie,Z ,. ",Q— e (si ?*9k �2 Phone Number: 222:yg5i70e0
Surety (if applicable, a copy of the payment bond Is attached): Amount of bond: $
Name and address: Phone number:
Lender Name: Phone Number:
L.idur's address:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
713.13(ll (0)7., Florida Statutes:
Name: ..__..____._.•_„___ Phone Number:
Address: ^
in addition to himself or herself, Owner designates Ae ) i%)4k5 cif &,5-1-624 � /,X— to restive a copy of the
Lienor's Notice as provided in Section 713.13f1) (b), Florida Statutes.
Phone number of poison or entity designated by owner: 7_22-411e L/• 7G a P
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contactor, but will be 1 year from the date of recording unless a different date is specified)
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 1, 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 Wi'rH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
iJ %"'
penalty of per ry,1 dedane that I have read the foregoing notice of commencement and that the facts slated therein are trueto the best of
my ddedge and
A
Srg awre ni Own o essee, or Owner's ortessee s Authorized Officer/Director/Partner/Manager
(Signatory's Trt(e/Office)
The Foregoing instrum
ent was acknowledged before me thiss!t- day of -SE ff , 20JJI
as _.__QAMat _ _ for..
Name of Person Type of authority (e.g. officer, trustee) Party on behalf ofwhomInstrument was executed
Personaltywn kno�orproducedldentiRwtion,,__
(Signature of Notary Public • State of Florida)
(Print naasisdrrar•11 blic)
DONALD M HOLMA
i•• •'= MY COMMISSIONA! EE126749
EXPIRES September 20, 2015
tat 766a153 FWW&40Ar4wAmcAm
Type of Identification produced _
STATE OF FLORIDA
ST. LUCIE COUNTY
THIS ISTO CERTIFY "PHIS ISA
TREE F CORREC C0 OFF �
OIi ,, AL. ,� 9
LE.RK
pmt��
P 117 2013
MIAMI
t
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI--DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26'h Street, Room 208
Miami, Florida 33175 2474
T (786) 315 2590 F (786) 315-2599
www.m iamidade.aovtpera/
)PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275 LE C
SCOPE: OPI
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 A14J (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 f ' iuirements of the applicable building code.
This product is approved as erem, and has een a the Florida Building
Code, including the Hig el Hurricane Zone.
DESCRIPTION: Seri HR-210" Aluminum Horizontal Sliding Window - N.I.
APPROVAL DOCUME rawmg eries orizonial Roller Window
Details", sheets 1 through 7 of 7, prepared by manufacturer, dated 10/14/11 with the latest revision,
prepared by PGT Industries, Inc., dated 03/23112, signed and sealed by Anthony Lynn Miller, P. E., bearing
the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and
Approval date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None.
]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 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.
J,(SAC NOA No. I i-1201:04
Za 1z Expiration Date: April 05, 2017
'3 Approval Date: April 05, 2012
Page 1
GENERAL NOTES: SERIES 210 NON -IMPACT
HORIZONTAL ROLLER WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE
DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE
ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.
MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN
PINE, ASTPA C90 CONCRETE MASONRY UNITS AND CONCRETE WITH
MIN. KSI PER ANCHOR TYPE, SEE TABLE 1, SHEET 1.
4) ALL WOOD BUCKS LESS THAN I-1/2° THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT
EMBEDMENT AS SPECIFIED ON TABLE 1, SHEET 1. NARROW JOINT
SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.
INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE
SCOPE OF THESE INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS
CAPABLE OF TRANSFERRING APPLIED LOADS. SHIM TO BE NO MORE
THAN 1/4" THICK. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY
THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.04.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER
ASTM E1300•04.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED
TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. THE 331/3%STRESS INCREASE HAS NOT BEEN
USED IN THE DESIGN OF THIS PRODUCT, THE 1.6 LOAD DURATION
FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO
WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-6057 & 6658; ELCO
ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAP&PA NOS FOR
WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL.
10) THE 210 SERIES HORIZONTAL ROLLER WINDOW WAS
FORMERLY KNOWN AS THE 201 SERIES.
DESIGN PRESSURE RATING IMPACT RATING
VARIES, NOT RATED FOR
SEE SHEETS 3 & 4 IMPACT RESISTANCE SHEETS 3 8 4 IMPACT RESISTANCE
A
63"
HEIGHT
BUCK
HEIGHT
119"BUCK WIDTH
B SHEETS
5&8
SASH
VISIBLE
FIXED /
FIXED
VISIBLE
LIGHT
""VVV
LIGHT
I
26.8/16'
56.3/i6"FIXED
SASH—
VISIBLE LIGHT
!
VISIBLE
LIGHT
7
A SHEETS
5&6
ALWAYS SEE NOTE A, SEE NOTES B & C.
3-3/16"
REQUIRED THIS SHEET Q CORNERS THIS SHEET 3"
TYP. X-1/2-1/4 ELEVATION
"WIDTH —
73' BUCK W OTH
B SHEETS
5&6
72'
C
IGHT
/
71"
BUCK
HEIGHT
65.7/9
SASH
VISIBLE
LIGHT
I 67-1/8'
FIXED
VISIBLE
LIGHT
33.9/16'
33.9118'
SASH
FIXED
VISIBLE
VISIBLE
LIGHT
LIGHT
-1. -• - r r -
REQUIRED SEE NOTE D, THIS SHEET
@ CORNERS
ANCHOR6BFrJEMAXUa dS........1
ANCHOR SPACING/OUANTITIES-. 2
DESIGN PRESSURES, XOIOX......_ 3
DESIGN PRESSURES, XOX............ 4
INSTALLATION, STD MR ................. 5
INSTALLATION, HD MR ................... 6
GLAZING DETAILS ............... .......... 7
CORNER ASSEMBLY ...................... 7
EXTRUSION PROFILES .......... __.... 8
PARTS LIST ..................................... B
SH ETS
C5&
3.3116'
TABLE 1:
9D" WIDTH
•
89' SUCK WIDTH
B SHEETS
5&6
28-9/8"
A
T
FIXED
VISIBLEI
/
LIGHT
33"
SASHVISIBL
LIGHT
56.1/8"IGHT
VISIBLE
LIGHT
/I
BUCK
HEIGHT
26-7116"
SASH
VISIBLE
LIGHT
ALWAYS SEE NOTE
REQUIRED THIS SHEET
3"
® CORNERS SEE NOTES
B & C. THIS SHEET
TYP. XOX (1/3-1/3-1/3) ELEVATION
Anchor
GroupDistance
Anchor
Substrate
Min. Edge
Min.
Embedment
A
114' Steel
Ullracon
Hollow Black, (ASTM C90)
1"
B
Ste
MS( r
124
P.T. Southem Pine (SG - .55)
9/161,
min
M,
Min. of 3 threads
beyond mated
substrate
Stud 3346' m n. a)
W,
AUmInum, 6083-T5, .
W,
C
4" Steel
Ullraco
Con e (min 2. r
1"
1-318'
edfill , (ASTM COD)
2-1/4"
1 374'
1/4" 410M
CreteFlex
Concrete (min, 3.5 kal)
1"
Hollow Black,(ASTM COD)
1.314"
1-1/4'
oNwNN... .
`a,�`2'.. �10ENSF ••. is
Lu
e:
/L/
A LYNN MILLER, P.E.
A SHEETS
5&6
+- 3-3H6"
WEEPHOLE NOTES. (SEE WEEPHOLE DETAILS SHEET 7 OF 8)'
A. REQUIRED IF WINDOW WIDTH OVER 67".
IS
S. REQUIRED IF WINDOW WIDTH S OVER 45" AND UP TO 67".
C. REQUIRED IF WINDOW WIDTH IS OVER 69".
D. REQUIRED IF WINDOW WIDTH IS OVER 45'.
Approved w oemplybig with the
Flodda o 9 urg
Dxe O_IZ
Fevlsed By: Date: Revlston:
MOAN -
R.Wtr d By: Dale: R-1.1 n:
Comm
Devedplionr
om- 8y:
GENERAL NOTES & ELEVATION
J ROSOWSKI
1070 TECHNOLOGY DRIVE Atb:
Oat.:
FL
N. VENBOX HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
P.O.
29 P.O.
1529,
NOKOMIS: FL 34274 Sedee/Model: Scole: Sheet;
DmWhq No. Rev:
CERT. OF AUTH. #29296 HR-210 NTS 1 OF 8
MD-HR210-01
ff,
1
MIN.3
ANCHORS IN
JAMB FOR
WINDOWS UP
TO 44, MIN. 4
ANCHORS IN
JAMB FOR
WINDOWS
OVER 44'
r MAx. ---� r—
ANCHORAGE
TANCHOR ON
EACH SIDE OF
THE MEETING
RAIL
1 ANCHOR AT
CORNER
6" MAX.
7
1 ANCHOR ON
1 ANCHOR A7 EACH SIDE OF
CORNER THE MEETING
RAIL
MI
ANCHORS IN
JAMB FOR
17" MAX. O.C. FOR
WINDOWS OF
WINDOWS UP TO 03'
TO 44", MIN, 4
TALL, 20' MAX.O.C.
ANCHORS IN
FOR WINDOWS OVER 63"
JAMB FOR
WINDOWS
OVER 44°
J
6" MAX.
6" MAX. FROM
I+-- CENTER OF
MEETING RAIL fX21-,-*'
----------- 1
1ANCHOR0N ANCHOR 1ANCH0R0N
1 ANCHOR AT EACH SIDE OF AT EACH SIDE OF 1 ANCHOR AT
CORNER THE MEETING FIXED THE MEETING TF CORNER 1
RAII I IRAII
MIN. 3
ANCHORSIN
JAMB FOR
WINDOWS UP
TO 44", MIN. 4
ANCHORS IN
JAMB FOR
WINDOWS
OVER 44"
8" MAX. —+
ct
--
6" MAX
rt
--
_
--I I— MEETINGRAIL(X2)
ANCHORAGE FOR ALL XOX (1/3-1/3-1 3)
6" MAX. —
X.
SEE TABLE 2, ,
THIS SHEET. FOR 1 ANCHOR ON
ANCHOR EACH SIDE OF
QUANTITIES THE MEETING 1 ANCHOR AT
/-- —� RAIL CORNER
--- —
__ ---
6"MAX
�1
I
—L
17
I
E>
a
W MAX
I
�i i--- ------- __ __ _
I 1 223/4" 1
X.
xO, Ox & xox:
EGRESS HEIGHT: -4.5/8
XO & Ox:
EGRESS WIDTH: (WW/2-3-12)
XOX (1/4.12-1/4):
EGRESS WIDTH: (W W/4.2-6116;
XOX (113.713.1/3):
EGRESS WIDTH: (WW/3-6)
' --I fo—----]MAX. O.CI--
MEETiNG RAIL (X2)
xo, ox & xox:
ANCHORAGE FOR ALL XOX (1/4-1/2-1/4) CONFIGURATIONS
SASH VISIBLE LIGHT HEIGHT: (WH-6-118)
FIXED VISIBLE LIGHT HEIGHT: WH .4-7/8
XO & OX:
TABLE 2:
SASH & FIXED VISIBLE LIGHT WIDTH: W2 - 3-7/16'
FRAME HEIGHT
XOX (1/4-12-1/4):
SASH VISIBLE LIGHT WIDTH: (W W14-3-7116)
38-W6"
GT'
!>Adl6"
63'•
FRAME
FRAME
FIXED VISIBLE LIGHT WIDTH: (WW2-3.13116)
TYPE
WIDTH
ANCHOR GROUP
ANCHOR GROUP
ANCHOR GROUP
A GROUP
XOX (1/3-1/3.1/3):
SASH 8 FIXED VISIBLE LIGHT WIDTH: (W Wi3.3-Bl18;
A B C
A B C
A B C
A 8 C
1
1
STANDARO
'li
2
2
2
1
1
1
2
2
2
1
1
2
1MEETING
RAIL
67"
2
3
J22
2
2
2
2
1
1
1
1
108"
3
3
3
2
2
2
2
1
2
1
3
2
2
2
2
2
2
1
HEAVY
63.1/8"
1
1
1
1
1
1
1
1
1
1
1
1
74"
2
2
1
1
2
2
1
1
1
1
DUTY
B5"
2
2
2
2
2
2
2
2
2
1
MEETING
17P'
2
3
2
E33
2
2
2
2
2
2
2
RAIL
10B "
3
3
2
3
3
3
2120"3
4
3
3
3
3
3
2
2
2
EGG 1 N6LC i. AI1CC I t rV R XIVIRI VR
VRUUY UCJLIV Y 11 V IVJ.
App:ovcll ur awlp})•Ing with tL•c
Revt¢ed By: Dato: Revteton:
Plodda Bt 0 Tn Ca
Data O _ S 201z
NOAA O , oC[-
o IConfrol
LYNN ����,
M/( �
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Rev7eed E�-
Dote:
Rovterm
�•
No.56705
_ •. ' * w
U:'�;
��� ''• �E I�.
®
De¢arlPOon:
ANCHOR SPACING & QUANTITIES
Drawn or
J ROSOWSKI
1070 TECHNOLOGY DRIVE
F 34275
TOM:
HORIZONTAL ROLLER WINDOW DETAILS
Date:
12/01/11
S1 �'_�
P.O.E,
29
NOKOMIS; FL 34274
SerteM/M¢dot: Scale:
Sheet:
Dmxing No.
Rev:
CERT. OF AUfH. #20286
A.
P.E.7 58705
HR-210
NTS
2 OF 8
MD-HR210-01
INSTALLATION OPTION 1
CONCRETTEIC. U
STANDARD MEETING RAIL Q
1X WOOD
INSTALLATION ANCHORS INTO 2X WOOD.
PER ANCHOR
REQUIREMENT
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
BUCKSTRIP,
SEE NOTE 2,
- '
CONCRET
OPTIONAL 2X WOOD r DISTANCE EDGE
SO
EMBEDMENT
DISTANCE PER SUBSTRATE,
SEE TABLE 1, SHEET 1.
THIS SHEET.
:.
ORRCMU
ADDON
FLANGE Q
11
"
ANCHOR
HEAD, EDGE
SILL BJAM BS — DISTANCE
1/4" MAX
_ SHIM 23
93 30
�(
90 1pti••.
64 X
REQUIRE -
MENT
EMBED
MENT 1
•.. ,- •4_ _
_—. -�
1
1 SASH
TYP. ANCHOR -� VISIBLE
TYPE, EMBEDMENT 57 LIGHT
AND EDGE WIDTH
I II
DISTANCE PER
II II
li li
SUBSTRATE, SEE 75
TABLE 1, SHEET 1. 26 24
BD
j'21 STANDARD
jl j)
I INSTALLATION MEETING RAIL
FIXED
VISIBLE
!
II
II OPTION 2
II INSTALLATION
LIGHT
ANCHORS DIRECTLY
HEIGHT
I�
'. INTO MASONRY.
SASH
TIP -TO
-TIP
j
II I
II VISIBLE
HEIGHT
I
I LIGHT —�{ 1/4" MAX. SHIM
I HEIGHT 1
II it
I I 5
SASH
j
O
VISIBLE
I
LIGHT
EDGE
_____
WIDTH
�
••
DISTANCE
FIXED
� 74
VISIBLE
70
LIGHT
5
WIDTH
STANDARD
B
9X
EMBED -
MEW
EXTERIOR
MEETING RAIL
BUCK
,a
INSTALLATION
0�10 3—
__ BUCK WIDTH
TIP-TO-TIP WIDTH
--
INSTALLATION ANCHORS
THROUGH 1X BUCKSTRIP
HORIZONTAL SECTION A -A
INTO MASONRY.
TYP. ANCHOR TYPE,.'. -
I D12 STEEL
HEIGHT O II Ij EI X SELF-DRILUNG 10 X 17 4 2X WOOD DISTANCE PER SUBSTRATE,•
j
,1 S (135), SEE TABLE SEE TABLE 1, SHEET 1.
li
i� 1. SHEET I.
II
I I
I DADE APPROVED = _ ` ----' ---
�I
it
32 MULLION, ALUMINUM, o
II.
31 STEEL FRAMING OR STEEL I SASH WSIDBL
57 !
I I
STUD. SEE SUBSTRATE III
PROPERTIES. TABLE 1. _ '— --�— --
4• CUT LENG SHEET 1.
S
12 ® EACH
MEETING RAIL EXTE IOR 26 FIXED VISIBLE
INSTALLATION LIGHT WIDTH
STANDARD �1_/� INSTALLATION
TYP. ANCHOR TYP OPTION 4 MEETING RAIL ��JJ OPTION 1
2
EMBEDMENT AND E E
DISTANCE PER INSTALLATION
N BUCK WIDTH --- - INSTALLATION
SUBSTRATE, SEE TIP -TO -TIP WIDTH ANCHORS INTO 2X
SUBSTRATE, SEEET
29
DIRECTLY INTO WOOD.
METAL. HORIZONTAL SECTION C-C
1X WOOD
BUCKSTRIP, NOTES:
SEE NOTE 2, 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1 OF SHEET 1, FOLLOW EMBEDMENT AND EDGE
THIS SHEET. DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. APpro1•ed 411 willplyins wiu, Dle
1f4° MAX SHIM 2) ALL WOOD BUCKS LESS THAN 1.1/2" will I ! ! / / Dato oFlowD IdJn Cb
THICK ARE TO BE CONSIDERED 1X �V , • , /1'1/� 7ii Raked try: Dote: Revlalan: NOAl1 _
INSTALLATIONS. IXWOODBUCKSARE `��A, •" ENS '•(�� w n �.Pl ii1re� `C
1X WOOD CONCRETE PER OPTIONAL. UNIT MAYBE INSTALLED VF
BUCK ANC44O 1 DIRECTLY TO SUBSTRATE. WOOD BUCKS Q' '. FeWeed By: Dote: Rovlalon: By
EXTERIOR REQUIREMENT DEPICTED AS 2X ARE 1-1/2" THICK OR * i N0. 58705
• GREATER. IXAND 2XBUCKS(WHEN _ '
USED) SHALL BE DESIGNED TO PROPERLY : * ® DeearipDon: Drewn By:
INSTALLATION TRANSFER LOADS TO THE STRUCTURE. - O S 3 03 )0 :'BUJ` INSTALLATION DETAILS, STD MR J ROSOWSKI
WOOD BUCKOESIGN AND INSTALLATION 6
p
OPTION 3 IS THE RESPONSIBILITY OF: THE �T F/GRID?• ' (��_ 1070 TECHNOLOGY DRIVE Title: Dote:
VERTICAL SECTION B-B INSTALLATION ANCHORS ENGINEER OR ARCHITECT OF RECORD. i� N. VENICE, FL 34275
THROUGH IX BUCKSTRIP MAXIMUM SHIM THICKNESS TO BE 1/4". %SS�ONA�-�``�� P.O. BOX 1529 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11
INTO MASONRY, //!! 1111111111` NOKOMIS: FL 34274 Seriee/Modet: Soak: Sheet: Oreriny Na. Rev:
A. LYNN MILL ER, P.E. CERT. OF AUTH. #29296 HR-210 NTS 5 OF 8 MD-HR210-01
P.E.N b9705
M1 �� MIAM➢-DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 20h Street, Room 208
AFFAIRS (PERA) Mianii, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/pera/
PGT Industries, Inc.
1070 Technology Drive
North Venice, 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.
'Phis product is approved as with the Florida Building
Code, including the elocity Hurricane Zone.
DESCRIPTION: eri 220 Picture" Aluminum Fixed Window _ N.I.
APPROVAL DOCUMENT: Drawing No. MD P Ix
Window Installation
Guidelines", sheets 1 through 8 of 8, prepared by manufacturer, dated 04/01/11 with the latest revision "A"
dated 10/19/11, prepared by PGT Industries, Inc., signed and sealed by Anthony Lynn Miller, 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: None.
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. 11-0509.02 and consists of this page 1, evidence pages E-1 and F,2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
�MlAt41 DADE COUNTY NOA NO. 11-111 A.14
• . ��l Expiration Date: August 18, 2016
2 b tZ Approval Date: February 16, 2012
Page I
GENERAL NOTES: SERIES 220 NON -IMPACT FIXED WINDOW
"TIP -TO -TIP WIDTH
1) THIS PRODUCT HAS BEEN DESIGNED 8, TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 60' BUCK WIDTH
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 68 SNB" 60" BUCK WIDTH
2) SHUTTERS �iRE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. VISIBLE LIGHT WIDTH 58 u116"
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DATE COUNTY APPROVED MASONRY ANCHORS.
VISIBLE LIGHT WIDTH
MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM 090 CONCRETE MASONRY UNITS AND CONCRETE MAX. I - B MAX. O.C. 4• MAX1 '"�D
WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 3.
C
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. AL WOOD BUCKS LESS THAN 1-12• THICK ARE 70 A A C
BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD
BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. IXAND 21 BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY �, 1
TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR — — BUCK J.—
ARCHITECT OF RECORD, HEIGHT 5• O.C.
TEMP RED GLASS / E
VISIBLE
6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT 84.5/18" VI6IBLE
LENGTH AS SPECIFIED ON TABLE 3 & 4, SHEET 3 & 4. NARROW JOINT SEALANT IS USED ON AL FOUR CORNERS OF THE FRAME 16• MAX. VISIBLE �— LIGHT
INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF /
LIGHT HEIGHT
INSTALLATION SHALL BE GONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. HEIGHT 97"
TIP TD BUCK
8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 18 NOT FLUSH 70 THE SUBSTRATE. USE SHIMS TIP "MAX. O.C., HEIGHT
CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOAD I HEIGHT A LED GLASS
7)DESIG ON THEM ES: WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS
PER ASTM E1300. MAX. B 4" MAX 8" MAX. O.C., ANNEALED GLASS
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED 61 MAX. O.C., TEMPERED GLASS
DESIGN PRESSURE. THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD
DURATION OTHERDSSI�LARMATERIIAOR WAS ELSSHA LMEEFOR THE TTHETION OF ANCHORS REQUIREMENTTSOFTTHHEFFLLRIDABUILLDNGCODEFORME ICORROSIO14RESICONTACT STANCE. TYP. FLANGED FRAME ELEVATIO TYP. INTEGRAL FIN FRAME ELEVATION
9)REFERENCES: TEST REPORTS FTL-5482: ULTRACON NOA, ELCO CRETEFLEX NOA: ANSI)AF&PA NDS-2005 FOR WOOD (TESTED UNIT) (TESTED UNIT)
CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL. n1 Onc Tn T cc•
10) THE 220 SERIES FIXED WINDOW WAS FORMERLY KNOWN AS THE 6000 SERIES(FLANGE FRAME)OR6001 SERIES (FIN FRAME).
SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE 1N A BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2.
Fes-- WIDTH —►{ I- WIDTH ----I I— WIDTH ►{ F. WIDTH +(
T — — T T(— —� T
W
w w = w
a x x
h WIDTH -+I WIDTH ---I
Imo— WIDTH --I f� WIDTH —" I T T
IT �j
1 777 �L J
---I WIDTH -+i WIDTH F—
I
Imo-- WIDTH
w _ = WIDTHuj
-----(
x =li72
WWDOW -
SS
DP
O.C.
SHAPE
TYP
E
TABLE
SQUARE OR
RECTANGULAR
ANNEALED
1
5
SQUARE OR
RECTANGULAR
TEMPERED
2
6
ARCHITECTURAL
ANNEALED
!
7
SHAPE
ARCHITECTU
TEMPERED
2
S
SHAPE
DEBIONPRESSURERATING IMPACTRATING
VARIES, NOT RATED FOR
SEE SHEET 2 IMPACT RESISTANCE
1.YNN 44/Z-'/%"
:�'t��•'\YCENSF • .F�
58705
o`•�' �G 11 'w�
'� '• STA EO �.
F.
A. LYNNtfAII.111, P.E
P.E1158705
1070 TECHNOLOGY DRIVE
N. VEMCE, FL 34275
P.O. BOX 1529
NOKOMIS: FL 34274
CERT. OF AUTH. #20296
GUIDE TO SHEETS:
GENERAL NOTES ..„...... _........... I
ELEVATIONS............„..„..............1
GLAZING DETAILS_.„ ................. 2
DESIGN PRESSURES ............ _... 2
INSTALLATION, FLANGE ............. 3
INSTALLATION, INTEGRAL FIN...4
ANCHOR SPACING, AN......„....... 6
ANCHOR SPACING. TEMP........., 6
ANCHOR SPACING, SHAPES-7
CORNER ASSEMBLY .„.......... _... 8
EXTRUSION PROFILES-..........„-8
PARTS LIST........„.....„.........6
PRODUCE REVISED
us complying "Ah dw Florida
BuilditCode
vLMed By: I Dow RoWelom Acceptance No 1
J.J. 10/19/11 2010 FBC UPDATE L _
v1sed V.1 Data Ravlolon: nn�"^i dnV ,,.Krs,nan
GENERAL NOTES 8t ELEVATION J ROSOWSKI
RDe: Date
-IXED WINDOW INSTALLATION GUIDELINES 4/01/11
Smlee/Modeh Soo1a Shut: Dmwing No. Rev:
PW-220 NTS 1 OF 8 MD-PW220-01 I A
TARI 9 1•
Design Pressure (psf) for all Frame Types Glass : 3116" or WAnnealed Glass, Monolithic or Insulated Frame: All Frame Shapes
Long Side (m)a
53.665
67
60
1 62
65
68
1 72
1 75
BO
84
90
96
702
110
120ki"3014414b19
+1-74.2
+1-
+- 3.
+1- .6
+-7.
- 1.5
+-
.4
+1-
+•89.
a/•Ba3
+1-
a- ,4
a. IL
+-
+1- 4
+1.71.3
-70.4
*!• 69.6
+1- 69.2
+1.68.8
+1- 65.0
+ • 67.4
+!-67.0
♦1. 66.3
+1. 65.9
+l• 55.3
+/.8
+16T
a1- 63.8
22
+1.66.
+1-05.9
-65.4
+1-64.8
+/-64.1
-1.63.6
+1.629
t-62.3
+1-61.8
+-81.2
+1-60.7
7-PeTT
+/•59.6
a/-695
M-58.0
+l-6a1
*1-57.8
+}B2a
+/-61.3
+La
+I-60.0
M-69.3
+/-58.7
+/-58.0
+-57.6
*/-689
?-%4
a•65.8
*/-55.3
a1-54.8
H-69.7
+1-627
28
28
+1- Me
+i- 5"
+1- 57.8 +/- 57.D +1.55.5 +1- 65.8 + • 55.2 +/- 53.4 +1- 525 +/• 50.9 +1- 49.9 +1- 48.4 +/-47.5 +/• 46.7 +1-45.8
+1-54.9 +1-64.1 +1•53,6 +/-51.5 41.49.E +1.47.6 +/-48.6 +1-44.4 -1.43.2 +/-41.5 +/-40.8 *1039.9
41• 62.6 +1.51.6 +1-50.6 +1.47.8 +/- 45.E +f- 427 +F 41.6 +} 99.9 +l- 38.8 +1- 37.1 +!- 35.9
+/-50.4 +1.49.6 +1.4B.7 +/•459 +1•428 +f-10.4 *1-39.2 +}97.0 +1.35.4 +1-33.2
39.5 *1.37.7
+f•47.1 *1-46.1 +r-45.4 +1.44.2 +-41.2 38.8 +-37.0 +/•33.7
+1-4a6 +1.47,6 +/•47,0 +!•44.6 +1-41.8 f.l.
41.45.8 +/•44.7 +1.44A +1-43.2 +/•41.0 3 .4 +/-386
+!•44.7 +/-43.b +1.42.8 0-41.9 7-40.8 3.3
+1-43.8 +1.425 +1. 41.E +/-408 +/-40.0
+1.43.0 41' 11.6 +1.40.9 +r•39.8
+/- 22.9 +/- 00.8 +/-40.1
+/-41.8 +1-40.3
41-41.3
+1-56.1
+1-55.6
30
+/- 33.7
4/- 63.2
V 32
+1•61.7
+1-61.2
34
fn 36
+l•60.0
+/-49.4
+1-48.6
+1-47.9
38
+/-47.3
0-487
w 40
42
+1-46.3
*/-45,8
*/-45A
+/-44.7
44
+/-44.7
+1-44.0
46
+/- 44.2
+1-43.4
48
+/-43.7
4/•429
50
52
53.685
+/-43.6
*/-4Ze
*1.43.3
W4a3
+1.423
TABLE 2:
Design Pressure (pef)for all Frame Types Glass : 3116" or 1/4" Tempered Glass, Monolithic or Insulated Frame: All Frame Shapes
Lmp Sid* (m) n
75.094
77
80
1 02
1 84
67
90
112
08
1 09
1 102
108
110
1 115
120
125
130
1 137
1 144
1 Us
38
-1. 85.4
+1- BKOE-7
8
+1-83.3
a- a
W- .
+-8.0
+ 8.5
a-7 .6
+-79.0
a/-70.
+•77.9
+/-77.1
+ .4
-76.6
+/-75.
+/-]4.7
+-14.D
J.4
-
+/757
D
+/- 84.0
a/- 83.8E
+1-01.8
+l• 61.2
+1- 80.3
+/-79.6
+} 79.1
+} 78.2
+/-77.6
+/-77.0
+/- 7 .9
+/- 75.6
4/- 74.0
+ • 74.2
+1-73.7
a/• 79.1
+/. 72.1
+1-71.8
42
+/•81.5
N-B1,0B
+H 7B.2
r/-70.B
+}77.7
+-78.D
+}70.4
+}76A
H-74.8
+1.74.
+•73.6
a/-72.8
+/-72.1
+}71.4
+r-70.B
+/-70.9
,!•80,6
' 44
+/-78,1
+1-78,78
+}7B,8
+97B2
+!•76.3
a•74.4
+-79:8
+1. 73.0
+-72.3
•71.7
+l•71.0
+/•70.3
+/-80.0
+r-68.0
+/-Ba.3
+/. 87,7
48
+}7L1
+r-7ea6
+/-74.9
+.74.1
+1-73.1
+}7z.3
+r-71.7
+1.70.B
+1-70.1
N-8B.6
a-68.7
+/-6B.o
+.ez2
+/-ee.e
,1-ss.D
46
60
c 62
54
58
w 22
84
66
BB
70
72
74
76.694
a/•76.4
t1-74.97
+/-72.9 +}72.1 +/-71,2 +/-70.3 y-88.8 +/-88.7 H-88.1 a1-87.4 +l•BB.s +/-65.e +/-85.2 +/-84.4
+l•71,2 + 70.E +/•69.5 + 68.8 4!•BB.O r-0&8 +!-8tt.2 +•05.8 a/-g4,6 a1-84.1 +-832
+}8a7 +1-88.9 N-87.9 ,l-66.0 +/-88.3-1.85.3 N-84.6 +C•83.9 +-63.1 +r•82.3
+1-a0.3 */• 87.0 +} 86.5 +1- 65.5 +/• 64.9 +1- 83.6 .1- 03.0 +} 629 +1- 81.$56
0-67.1 +/-as3 +/-052 +1-64.2 +-83.8 +}WA +1-81.0 -A Me
-Bq.O +1•83.0 +1•623
8s0ea a/•04.2 +/-09.0 .-81.8 +r•81.2
+1-64.2 +1. 3.9 +}e20 +-60.9 +/-00.2
44-63A *}025 +"1.2 0-80.0
+/-82.7 H-61.8 +/-60.4
H•022 +l•81.1
+/-61.7
+/-79.8
H-7$90
+/-72.4
*A 71.95
+/. 71.1
+A 70.82
+/-70.0
+/-59A.0
H-58.1
H•B
+-88.9
+l•B2
.-87.B
+/-67.5
+I-89.B
+1-05.2
+/-80.8
0-60.2
+/-64A
4•68.3
+-85.0
+- 33.6
+bMe
+/--65.2
4-53.3
4}B6.6
+/-84.B
+1. Me
a/- .4
+/-64.8
+1-65.5
*1. 663
+1-6B2
V. 04A
MONOLITHIC GLAZING DETAIL
FLANGE OR INTEGRAL FIN FRAME
(FLANGE FRAME SHOWN)
1"NOM. GLASS STACK
_ (2)3/1(I"OR1/4"ANNEALED
OR TEMPERED GLASS
SITE
1" I.G. GLAZING
DETAIL FLANGE OR
INTEGRAL FIN FRAME
(INTEGRAL FIN FRAME SHOWN)
NOTE
1) TIP -TO -TIP DIMENSIONS FOR
FLANGE WINDOWS SHOWN. FOR FIN
WINDOWS OR BUCK DIMENSIONS,
SUBTRACT 1'.
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
�- LONG SIDE
SHORT
SIDE
y - SHORT
_ JSIDE
�-- LONG SIDE -�
SHORT
SIDE
I-- L
3/4" NOM. GLASS STACK
j
LONG
SIDE
1
SHORT
SIDE
(2) 3/1B" OR 11C ANNEALED
OR TEMPERED GLASS
316" NOM.
GLASS SITE
3/4" I.G. GLAZING DETAIL
FLANGE OR INTEGRAL FIN FRAME
(FLANGE FRAME SHOWN)
ft Florida
1»Vlk
E
W
C
0)
Q-'
CO
Z
J
LU
C
C
i
C
u
Z�
O
o
C
i
t7
C
Jjj
CA
0
h
t
LLI
aZ
O
! X
NN
0
fliIII-ILU
o.
s=�1
4A.
a(w KOE; : Q-wLr
W Du- O' z-�
tv 6
Z z
yOS''-•''��, d
tie *..... \
INSTALLATION DETAILS FOR FLANGE FRAMES
EDGE DISTANCE -
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION EXTERIOR
OPTION A
INSTALLATION
ANCHOR
THROUGH THE
FRAME
WINDOW
BUCK
HEIGHT
TIP-TO-TIp
WINDOW
HEIGHT VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT-
1-lute•
L
IN:3TALLATION
OPTION B
114STALLATION
ANCHOR
UNDERNEATH
THE BEADING
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 3, THIS SHEET
EMBED
ENT
11/4" MAX
\ SHIM
EMBEDMENT
EDGE
DISTANCE
CONCRETE/CMU PER _
ANCHOR
REQUIREMENT
TYP.ANCHORTYPE, r.••• '.
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 3, THIS SHEET
INSTALLATION
OPTION C EXTERIOR
INSTALLATION fl
ANCHOR ON TOP OF V
THE BEADING
W12STEEL
SELF -DRILLING
SMS (G8), SEE
TABLE 3, THIS
SHEET
INSTALLATION
METHOD E
INSTALLATION/
ANCHOR
UNDERNEATH
THE BEADING
1/4' M SHI�
}
2X WOOD SUCKSTRIP,
I
SEE NOTE 2, THIS SHEET
2X WOODSUCKSTRIP,
SEE NOTE 2, THIS SHEET
,
114' MAX TOTAL ANCHOR
CONCRETE/CMU PER
(�
I SHIM CANTILEVER.532"
ANCHOR
1
REQUIREMENT
10 17 19 8
TYP. ANCHOR TYPE, EMBEDMENT
(PI
••, *'
AND EDGE DISTANCEPER
SUBSTRATE, SEE TABLE 3, THIS SHEET
INSTALLATION
EDGE OPTION C
'.
'• a =
DISTANCE INSTALLATION
AN ON TOP OF
THE BEADING
VISIBLE LIGHT WIDTH WINDOW BUCK WIDTH-1-11/16° 3
WINDOW BUCK WIDTH
TIP -TO -TIP WINDOW WIDTH
EMBEDMENT
HORIZONTAL SECTION A -A
MIAMI-DADE APPROVED MULLION
(SEE SEPE'RATE NOA),ALUMINUM, EXTERIOR
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 3,THIS SHEET
TABLE 3:
Anchor
Group
ubalrate
Min. Edge
Distance
Min.
Embedment
A
114" 410 S
CrateF
crate (min. 3.35
Ungrout M C-90)
1°
14/4"
1/4• Uilracon
Ungmuted CMU, (ASTM C-90)
1"
1414"
B
#12 Steel
(GS
=
9118"
T3/8"
TS min
8"
118"
Steel Stud, Or. 3
318"
0.03W (20 Go)
A38 Steel
318"
1/8"
C
IMP" 410 SS
CreteFlex
P.T. Southern Pine (SG = .55)
1°
1-M,
Ungra d CMU, (ASTM C-90)
2-0,2'
1-1/4"
Steel Ultrocon
P.T. Southern Plne (SG =.55)
1"
1.318"
Concrete (min. 2.7 kep
1"
1-3B"
EMBEDMENT
'•
a
CONCRETE PER
ANCHOR
- .o•..
REQUIREMENT
•., �'
a
t<,'.. •'
i'RODIJCPRBVISB0
- •.. . -
-. :'.
\ 1111 11 !
mwM ADS wills ilia Florida
BuIldbrg Coda
EDGE
DISTANCE
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
��� y L,YNN Ml44///
/'�
Ravleed W.
Date:
R e o�InD
R�dZ`HANGETHIS
ce a �'��
SUBSTRATE, SEE TABLE 3,THIS SHEET
�� t9\•" Ns •..6R
DF
J.J.
10/19/11
p
kLOTE9 VERTICAL SECTION B-B
'` `�SHEET
Q ; �
Revleed qs
0ate:
RevJekn:
MiIada Product Comrn
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3 OFTHIS SHEET. FOLLOW EMBEDMENT AND EDGE
Z 140.5BT05 _
DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 3, THIS SHEET. ALL WOOD BUCKS
— W ~
= OL
OF j) J, �;
Is
Deacrfpdoni
FLANGE FRAME INSTALLATION DETAILS
Omwn By:
LESS THAN 1-1/2• THICK
APIE TO BE CONSIDERED 1X INSTALLATIONS. IXWOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.
-p,'. (�
`j% '•, • �`
J ROSOWSKI
WOOD BUCKS DEPICTED AS 2X ARE 1-i!2°THICKOR GREATER.IXAND 2X BUCKS USED) SHALL BE DESIGNED TO
'i O,�.'•.,. PCOR\�,••
1070 TECHNOLOGY DAME
TECHNOLOGY
Tltle:
Date:
PR'.OPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
�/ FS "'
N. VE FL 34275
FIXED WINDOW INSTALLATION GUIDELINES
4/01/11
ENGINEER OR ARCHITECT OF RECORD.
///SIOINA1 \\��
LYNN Id1�LER P.E.
P.O. BOX 162E
NOKOMIS; FL 34274
So+toi/Modek Srote:
Shoat
pmwfrp No.
Rer.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING.
A.
P.E.#88705
CERT. OF AUTH. #29290
PW-220
NT5
3 OF 8
MD-PW220-01
A
c
TABLE 5:
Maximum Anchor Spacing Allo
, (in)
Glass: 3/16" or 1/4" Annealed Glass, Monolithic or Insulated
Frame: Square or Rectangular
Long Side lin) 4
53.67
55
57
1 60
62
65
68
72
75
80
84
90
98
102
110
120
130
144
146
Anchor Group*
A
BC
A
C
A
C&
A
BC8
A,B&C
A,B&C
A,B&C
A,B&C
A,B&C
A,S&C
A,S&C
A,B&C
A,B&C
A,B&C
A,B&C
A,B&C
A,B&C
A,B&C
A,B&C
19
Short Bich11,
16
16
18
16
16
16
16
16
16
16
16
16
16
t6
16
16
16
16
16
16
16
16
Long Side
16
16
16
18
18
18
18
16
18
16
18
16
16
16
18
10
10
to
16
16
16
16
20
Short Side
16
16
i6
16
16
16
16
16
16
16
16
16
18
16
16
t8
16
18
16
18
16
Long Side
16
16
18
15
16
16
18
10
10
16
10
18
18
18
16
i6
16
18
16
16
16
22
hort Side
10
16
16
!0
16
16
18
to
16
16
16
!6
16
18
16
16
18
16
16
16
g Side
15
16
16
16
16
16
10
t8
to
16
16
16
16
16
10
16
16
18
16
16
4
Shorn Side
18
6
16
16
16
16
16
18
16
16
Is
18
18
16
10
16
Long Slde
16
16
18
10
16
18
16
16
18
16
18
16
16
18
16
18
78
16
16
28
Short Side
16
16
16
18
16
16
16
16
!6
16
16
16
16
16
16
16
16
18
18
Cr
N
N
Long Side
18
16
18
16
16
18 16
18 16
16 16
18 10
16 18
18 16
16 18
16 16
I6 16
18 10
16 16
16 16
18 16
18 1 18
16 16
16 16
16 18
16 16
18 16
16 16
to 18
16 16
t8 15.6
16
16
16
16
18
16
I 18
16
18
16
16
18
16
18
16
16
16
16
16
16
18
16
18
16
16
18
Is
1 16
18
18
16
16
16
18
18
18
16
16
18
16
18
18
16
16
16
16
16
16
16
t6
16
18
16
16
16
16
16
18
16
16
16
16
16
16
16
10
16
16
18
16 1
16
16
16
16
16
16
15
10
10
to
16
to
i6
16
18
16
16
16
16
18
18
10
18
18
18
18
16
18
16
16
16
18 1
16
16
10
16
16
16
18
16
18
18
16
16
18
18
18
16
i6
16
16
16
16
18
16
16
18
16
16
16
16
16
1 16
10
10
10
16
16
10
18.
18
16
16
16
16
16
28
Shod Side
16
16
16
16
16
Long Side
1 10
16
18
16
16
30
Shod Side
16
18
18
16
18
Long Side
10
18
16
16
16
32
Short Side
16
18
1 16
1 101
16
Long Side
16
16
16
16
16
34
.
Short Side
16
16
16
16
16
Long Side
18
1B
16
16
16
38
Short Side
16
18
18
10
16
Lang Side
18
18
18
16
16
38
Short Side
18
10
16
18
16
Long SWe
16
is
16
16
16
40
Short Side
16
16 1
161
16
1 16
Long Side
16
16
18
16
16
42
Short Side
16
16
16
16
16
Long Side
15.9
16
16
16
18
44
Short Side
16
16
16
16
16
Long side
15.4
15
We
16
i6
46
Short Side
16
16
18
16
16
Long side
14.9
16
15.2
18
18.5
48
short Side
16
16
18
16
18
Long Side
14.4
18 114.71
18 115.1
50
Short Side
16
16
18 1
18 1
16
Long Side
13.9
16
14.21
18 114.61
52
Short Side
15.8
16
16 1
10
Long Side
13.4
!8
13.7
18
'7
Short Side
15.2
18
Long Side
15.2
16
NOTES
1) USE THIS TABLE FOR ALL SQUARE OR RECTANGULAR WINDOWS THAT ARE
GLAZED WITH ANNEALED GLASS.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVA8.ABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE TABLE
3) FOR ARCHITECTURAL SHAPE WINDOWS, USE THE TABLES ON SHEET 7.
4) THE WINDOW WIDTH AND HEIGHT MAY BE REVERSED TO OBTAIN A MORE
ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET).
5) TfP-TO-TIP DIMENSIONS FOR FLANGE WINDOWS SHOWN. FOR FIN WINDOWS OR
BUCK DIMENSIONS, SUBTRACT V.
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
�-- LONG SIDE —►�
SHORT
IL
SIDE
i
SHORT
L
SIDE
PRODUCT Iti>VISED
as complying with dta Florida
Building Code
Acceptance No
Mon Date
Ando ProduW Co 1
S2 t—
O LU
d
LLI
h to 0
LLI O
Z
� Q
� to ❑
Z_
3t X
H
2
C
n
C\
3
a
11
„.�j3ti/�2�'
a,
a0ZU.
i
2O .
4��0q,
.....
,� 9� ..........
J
1M11AMI-DAaE MIAMI-DADE COUNTY
MEOW 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) w3yw.iniansidade.gov/aern/
PGT Industries
1070 Technology Drive
North Venice, 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 PE Product Control
Section to be used in Miami Dade County and other areas where allowed by they. f. - wing Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated bolo h ,_Mi m' a' Co ty Product Control
Section (1n Miami Dade County) and/or the AI IJ (in areas other tlr n i a o my reserve the right to
have this product or material tested for quality assurance purpose . I is 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 tbeir 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 buildi
This product is approved as described herein, an on designed to comply with the Florida Bui Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "FD-101" Outswing minum French Door w/ Side
APPROVAL DOCUMENT: Drawing No.11005-2 swing Non- m c i door(s) &
Sidelite(s)", sheets Ithrough I I of 11, prepared by manufacturer, dated 02/28/07 and last revised on 10/11/11,
signed and sealed by Lynn Miller, F.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: None: Approved Hurricane Protection devices, complying "v/ FBC, as
applicable are required.
Limitations:
1. Use of Table 1 or 2 (sheet 1) requires full length reinforcements (item 4 22) for OX, XO, XXO, OXX,
OXO and OXXO configurations. The lower design pressure from table 1 or table 2 shall control.
2. Egress operable doors must comply with min clear width per FBC, as applicable.
3. Nominal''/a" max. airspace is applicable for I.G. glazing with spacer item # 102.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series
and following statement: "Miami -Dade County Product Control Approved", noted herein.
RENE, WAL 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.
7[ ERMINATION 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.
ADVERTISEIVIENT: 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 renews NOA # 11-1013.21 and consists of this page 1 and evidence pages E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
ULMIAMMADECOUNTY01
v / , M! o110v
NOA No 12-0516.03
Expiration Date: August 02, 2017
Approval Date: August 02, 2012
Page I
TABLE 1A. DESIGN PRESSURES: OUTSWING DOORS
Z5
I WDT
' - 79
31V.
783 3/4"
07
314"
01
8" - 96
314"
X
226'11
- 03
+67.0
-57.0
+64.0
-54.0
+51.3
-61.3
+48.8
A"
X
271/211
-60.5
+63.3
-53.3
+50.6
-50.6
+47,9
-47.9
+45.6
-46.6
X
291/
-63.3
+50.2
-50.2
+47,6
-47.6
+46.0
-45.0
+42.8
-42.8
X
28 311/ "
+60.6
-50.6
+47.5
47,6
+44.9.
-44.9
+42.6
-42.6
+40.6
40.6
X
28 1/2"
+44.$
44.3
+42.7
.42,7
"+40.4
-40.4
+38.4
-38.4
X
3611
39.3
-39.3
9.3
.39.3
+39.3
-39.3-
+38.6
-30.6
+36.6
-36.8
3v./
-X 36.0+36.0
-35.0
+35.0
-35.0
+35.0
-35.0
+36.0
-35.0
48 47 3/4"
+
60.0XX
60.3
+57.0
-87.0
+64.0
-54.0
+61.3
-61.3
+48.8
-48.8
XX
61314"
+86.6
-6.5
+53.3
.53.3
+60.6
Z0.5
+47.9
-47.9
+45.6
-45.6
XX
68314"
+53.3
-53+50.2
-50.2
+47.6
-47.6
+46.0
-45.0
+42.8
-42.8
xxl
6° 69 3/4"
+50.5
-50.5
+47.5
.47.5
+44.9
. -44.9
+42.6
-42.6
+40.6
-40.6
XX
a 63 3/4"
+44.3
-44.3
+44.3
-44.3
+42.7
-42:7
+40A
-40.4
+38.4
-38.4
XX
67 314"
+39.3
-39.3
+39.3
-39.3
+39.3
-39.3
+38.6
-36,6
+36.6
-36.6
XX
a 7131V'
+36.0
-35.0
+35.0
-35.0
+35.Q
-35.0
+35.0
-35.0
+35.0
-35,0
TABLE 2A. DESIGN PRESSURES: SIDE LITE
SIDE LITE
WIDTH
SIDE LITE HEIGHT
68.78
314"
74 - 83
3/4"
87
3/4"
1 91 3/4"
8� .98
3/4"
10 3/4."
+60.0
-120.0
+60.0
.118.1
+60.0
-112A
+60.0
-107.2
+60.0
-102.4
12 3/4"
+66.0
-106.4
+60.0
-100.9
+60.0
-95.9
+60.0
-91.4
+60.0
-87.3
19"
+60.0
-74.6.
+60.0
-70.5
+60.0
-66.9
+60.0
-63.7
+60.0
-60.7
21314"
+60.0
-66.4
+60.0
.62.8
+69.5
-59.8
+66.6
-58.6
+53.9
-63.9
27 3/4"
+54.4
-54.4
+51.3
-51.3
+48.5
-48.6
+46.1
-46.1
+43.8
-43.8
361181,
+36.2
-36.2
+36,2
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-36.2
+36.2
-36.2
+36.2
-36.2
+35.5
-35.5
36 3/4"
+36.0
-36.0
+35,0
-35.0
+35.0
-35.0
+35.0
.35.0
NOTES:
1. CONEQURAT10N¢ M GH CONTAIN A SIDE LITE TO DOOR CONNECTION
A. THE LOWER DESIGN PRESSURE FROM TABLE 1A. OR 2A. PREVAILS.
B. DOOR AND SIDE LITE COMBINATiONS FROM TABLES 1A. AND 2A, DO NOT REQUIRE REINFORCEMENT ITEM 22.
2. POSITIVE DESIGN PRESSURE IS LIMITED TO 80 P.S.F (WATER RESISTANCE 9.0 P.S.F.) FOR DOORS AND SIDE LITES IN TABLES 1A AND 2A.
3. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY.
NOKOMIS, FL 3627E
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1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 11. `\��� 4YNN
2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. ;. �Za,,• ��NS
3. SIDE LI7ES OVERLAP X' AND'XX' QOORS BY 3/4" WHEN ASSEMBLED TO MAKE'OXO' AND'OXXO' CONFIGURATIONS.
4. SEE TABLES 1, 1A, 2, AND 2A ON SHEETS 1 AND 2 FOR APPLICABILITY OF REINFORCEMENT FOR DOOR AND SIDE LITE CONFIGURATIONS. * ; No BB105
5, CLEAR OPENING FOR'X' AND'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH12.4,079)
&6. SIDE LITE DLO WIDTH = SIDE LITE WIDTH - 31/4" %4/SIDE LITE DLO HEIGHT = SIDE LITE HEIGHT -11"
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1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS
2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ON SHEET 10.
JAMBS (ALL): 181/4" MAX. FROM CORNERS AND 2$1/8" MAX. O.C.
HEAD A SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C.
HEAD & $ILL.OF SIDE LITES : 6" MAX. FROM CORNERS AND 24 3/4" MAX. Q.C.
3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEETS 9 AND 10.
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t CONTRACTOR: East Coast Aluminum Pruducts, Inc.
DESIGN CRITERIA:
Applicable Codes. Regulations, and Standards
1. The 2010 Florida Building Code, specifically Chapter 16 Structural Design,
Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association, Inc.
Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category H.
2. Basic Wind Speed, Table 1609C State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1
VULT=160A4PH, VASD=124MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure C
4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category
I1 GLASS ROOM.
Foundation Design
New 24" knee wall. See Detail A/A-3 for size and specification. The foundations
are based on a minimum soil bearing pressure of 1,500 psE
Roof Type
1. Roof Type: EXISTING
2. Roof Material: EXISTING
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the Florida Building Code, 2010 Edition, with
Supplements, and any other applicable local codes and regulations.
2. The minimum wall thickness of aluminum extrusions shall be in accordance with
the Florida Building Code, 2010 Edition with Supplements and the 2005 Edition of
the Aluminum Association Manual, but not less than 0.040 inches.
3. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and
sealed authorization of Suncoast Architecture & Engineering, LLC.
4. Fasteners are required to be SAE Grade 5 or better zinc plated.
5. Where concrete specifications are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- 1 % - ASTM C 260
iv. Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM A] 85
c. Concrete slump at discharge chute not less than 3" or more than 5". Water
added after batching is not permitted. . • •
d. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2, and 3 including hot weather recommendations.
e. Moist cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
6. The minimum nominal thickness of protector panels (kick -plates) shall be an
industry standard of 0.024 inches.
7. All lumber and plywood shall have grade marks and treatment identification and
Shall conform to the following:
a. Framing lumber shall be minimum no. 2 southern yellow pine and have a
maximum moisture content of 15%.
b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure,
as recommended for the use condition. Pressure treated lumber shall be
impregnated with a cca salt treatment in accordance with f.s. tt-w-571 and
bear the American Wood Preservatives Institute quality mark 1p-2.
c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1.
8. Contractor shall provide Florida Product Approval information as to the exact
window being utilized for this project, including manufacturers specifications, and
installation methods for anchoring the submitted windows to Aluminum members
and specific sizes as indicated on A-1.
9. Contractor shall provide any additional backing and anchors as required by the
window manufacturers recommended procedures.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
THESE PLANS A!
%,;ARE SUBJECT
REQUIRED BY,'
0 MAY BE N E 0
COMPLY WI T [J
ALL PROPOSED W04K
ANY CORRECTIONS
D INSPECTORS TWAT
IARY IN ORDER TO .:
APPLICABLE CODES,
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
�' ✓ EXISTING
-" TRUSSED
- ROOF
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COMPONENTS & CLADDING-VASD O -
DESIGN PRESSURES FOR WINDOWS / DOORS: V Z 3 N N
+28.15 PSF -37.7 PSF z w o
ADJUSTED CO EFFICIANT FOR EXP C - 1.21 Ln 06 d �
j' +34.06 PSF / -45.62 PSF
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REVIEWED FOR r o =
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DATE - DRAWN BY
]PLANS AND PERMIT MUST BE KEPT ON JOB _ EL
OR NO INSPECTION WILL BE MADE. DATE DRAWN
08/30/13
REVISION
SHEET NO:
A-1
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
�� / �� i •
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2 x 2: 2" x 2" x 0.046"
2 x 3: 2" x 3" x 0.050"
2 x 4: 2" x 4" x 0.050"
2"x5"x0.050"
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OR
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OF POST (2) 3CHANNEL
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2 x 4 Snap: 2" x 4" x 0.045"
TAPCONS
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OPTION 1: RECEIVING CHANNEL
SELF MATING (SMB)
8" CONTINUOUS K.O. BLOCK
BOND BEAM FULLY
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(4) #10 x 5/8" EACH SIDE I
I W/ (3) #10 x 3/4" INTO
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GROUTED W/ (#5) BAR v.
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2 x 5 SMB: 2" x 5" x 0.050" x 0.100"
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2x6SMB: 2" x 6" x 0.050" x 0.120"
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CELL AT 48" O.C. DRILL & " ' 24"
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EPDXY 6" EMBEDMENT INTO _E
— — — — I
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EL
DATE DRAWN
08/30/13
REVISION
C-11X4 TO HOST STRUCTURE DETAIL
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A-Z SCALE: NTS
ILL
SHEET NO:
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1X4 TO MASONRY KNEE WALL CONNECTION
A—n SCALE: N.T.S.
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NOT PLATTED
NOT SURVEYED
W
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N89'46'40"E NORTH UNE GOVERNMENT LOT 4
O W 40.28' OMITS OF PLAT
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CERTIFIED T0:
BRANDON CAPITAL INVESTMENTS OF FLORIDA, INC.
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MAP OF
BOUNDARY
SURVEY
L1 25.96'
N58030'22"E
C9 LENGTH=15.95'
CENTRAL ANGLE=0311'00"
RADIUS=287.00
C49 LENGTH=10.55'
CENTRAL ANGLE=2410'22"
RADIUS=25.00
(PAVER R
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DESCRIPTION
LOT 25, RIVERPOINTE AT THE SANDS PHASE II, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLAT BOOK 43, PAGES 16 THRU 16B OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
NOTES: JUN 0 2 2006
y 1.) BEARINGS BASED ON THE ASSUMPTION THAT THE CENTERLINE OF LYNX DRIVE
BEARS S58'30'22"W PER THE PLAT OF RIVERPOINTE AT THE SANDS, —PHASE II.
2.) ELEVATIONS "EL.=6.19" BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. BY:
3.) LOT DIMENSIONS ARE AS PLATTED(P) AND SURVEYED(S) UNLESS OTHERWISE NOTED.
4. PROPERTY LIES WITHIN SECTION 26, TOWNSHIP 34 SOUTH, RANGE 40 EAST.
REVISIONS NOT VALID WITHOUT THE SIGNATUR D THE ORIGINAL RAISED
SEAL OF A FLORIDA IjQ84SED VEYOR APPER
UAM ]. SLUTER, PLOT PLAN 3-8-05 — /f
LAND FORMBOARDS 9-19-05 �- - ✓"
PROFESSIONALS IRWYOR'AND MAPPER IN RESPO ISLE CHARGE
SURVEYING,' ADD DECK 12-6-05 WILLIAM J. SUITER FLORIDA CERTIFICA NO.4210
STEVE P. CARTECHINE FLORIDA CERTIFICA NO. 4895
FINAL SURVEY 5-30-06 MICHAEL C. FLYNN FLORIDA CERTIFICATE NO. 3281
SO CANOVA STREET SL (320 728'M CERTIFICATE OF AUTHORIZATION ALB 5419
PALM BAY, HMMA 32909 FAX (320 729.6773 r _
FLOOD ZONE AE FLOOD INSURANCE RATE MAP NUMBER 12111 CO181 G DATE OF SIGNATURE
COPYRIGHT O 2006 WILL,JAM J. SUITER LAND SURVEYING, INC. ALL RIGHTS RESERVED
SURVEY DATE: MAY 30, 2006 SCALE: 1" = 30' FIELD BOOK: 103 1 PAGE: 14 1 JOB NUMBER: 05-22
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