WS-15-1064 Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-234069 Permit Number: WS-5-15-1064
Scheduled Inspection Date: November 25, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge
Inspection Type: Final
Owner: PENA,JORGE&JENNIFER Work Classification: Window/Door Replacement
Job Address:306 NE 102 Street
Miami Shores, FL 33138- Phone Number 305-759-2741
Parcel Number 1132060135170
Project: <NONE>
Contractor: ASTOR CONSTRUCTION LLC
Building Department Comments
REPLACING 18 WINDOWS WITH IMPACT Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed !'
Failed
Correction
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
November 24, 2015 For Inspections please call: (305)762-4949 Page 5 of 42
\ a - r a
`� ✓\ �.
µoff�e eft Miami Shores Village
• 10050 N.E.2nd Avenue NE
••• "'""` Miami Shores,FL 33138-0000
v Phone: (305)795-2204
v ISI aat,�A Expiration: 11/09/201
Project Address Parcel Number Applicant
306 NE 102 Street
� 113�6O5170
Miami 102 S , FL 33138- Blo : JORGE�JENNjFERPENA
Owner Information Address Phone Cell
JORGE&JENNIFER PENA 306 NE 102 ST 305-759-2741
Miami Shores FL 33138
Contractor(s) Phone Cell Phone
Valuation: $ 20,181.72
ASTOR CONSTRUCTION LLC
Total Sq Feet: 00
Type of Work:REPLACING 18 WINDOWS WITH IMPACT Available Inspections:
No of Openings: 18
Inspection Type:
Additional Info:
Window Door Attachment
Classification:Residential Final
Scanning:4 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $12.60
Invoice# WS-5-15-55436
DBPR Fee $4.20 05/13/2015 Check#:2029 $284.00 $50.00
DCA Fee $4.20
Education Surcharge $4.20 05/05/2015 Credit Card $50.00 $0.00
Permit Fee $280.00
Scanning Fee $12.00
Technology Fee $16.80
Total: $334.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes: I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the above-named contr ctor to do the work stated.
May 13, 2015
Authorized Signature:Owner / Applicant / CbKractor / Agent ate
Building Department Copy
May 13, 2015 1
Miami Shores Village
Building Department ;7E—
INSPECTION
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305)795-2204 Fax: (305) 756-8972
LINE PHONE NUMBER:(305)762-4949
FBC 20 10
BUILDING Master Permit No.Zl 'S ,11,Lj — 1001�1�
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
PLUMBING ❑ MECHANICAL F-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:
City: Miami Shores
County: Miami Dade Zip:
Folio/Parcel#: I `13-QlJ ,2 -,,5/_? Cl)Is the Building Historically Designated: Yes NO
Occupancy Type: ;�Q S Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder): Y, Phone#: Ocp6 - a�
Address:c ^� C2ff(5� /
City: �l1'�'1� v State: l Zip: I� �
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: lh� Phone#:A
Address:
City: ( ,State:
Qualifier Name: Phone#:
State Certification or Registration#: �� Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: //�-� City: State: Zip:
Value of Work for this Permit:$S Olt M � -J Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New lace Re air Re
p / p El Demolition
Description of Work: AtaoV-�
y,0. ED.s
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ r CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ J
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with on estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signat �'-` Signature
9—A
I V
OWNER or AGENT CONTRACTOR
The foregoi instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day ofM ay ,20 tIS bM
byy I- day of 9 20 q5 by
PC- who is personally knowrO c�r�ni�• ��50,who is personally knowwo
me or who has produced as me or who has produceds
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Signe 42D v Sign c:,
Print: AA1 ACN � BARBOSA Print: �.�t1�►2 GC(faOSG�-
DANIELA A.BARBOSA
Seal: NOTARY PUBLIC Seal: NOTARY PUBLIC
STATE OF FLORIDA STATE OF FLORIDA
Comm#FF020692 Comm#FF020692
re8 5/22/2017 '
APPROVED BY (, Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
f �(]'mow
UCT�IRALlF MAY 0 2015 cl y
aNEERINIC
CONSULTANTSCOPY
gY
WIND CALCULATIONS
INSTALLER:
ASTOR WINDOWS & DOORS
7330 S.W. 42ND STREET
MIAMI, FLORIDA 33155
PHONE: (305) 328-9138
FAX: (305)418-7541
WEBSITE:WWW.ASTORWINDOWS.COM
PROJECT:
IMPACT WINDOW INSTALLATION AT:
306 N.E. 102ND STREET
MIAMI SHORES, FLORIDA
• •. MIAMI—DADE COUNTY
"" •• •• AP IL 30, 2 15
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" YOUR ON -CALL Ef� •hdc6 '' I COMPANY "
9420 S.W. 112Th STREET, MIAMI, RORIdA 33 176
TEL (786) 242-1720 - FAx: (786) 242-4399
t PROJECT N i t �"�r'M1
STRUCTURAL ENCINEERINC CONSULTANTS, INC of S*VM5
N
9420 S.W. 112TH STREET SHEEN 0
MIAMI, FLORIDA 3 3 1 7 b DATE
TEL 3(786) 242.1720 • FAX ,7,8b' 242.4599
DESIGN CALCULATIONS
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0000
STRUMBAL
ENGINEERING
MNSULTAN l S April 30, 2015
Miami Shores Village
Building Department
Miami-Dade County,Florida
Job: Impact Window Installation at:
306 N.E. 102nd Street, Miami Shores,Florida
RE: Window Units Design Wind Pressures
Dear Sirs:
We hereby attest to the best of our knowledge,belief, and professional judgment that according to the above
referenced building's configuration,height, and category that the maximum design pressures for exterior openings are:
WINDOWS:
Positive Design Pressure (Zone 4): 47.1 psf
Negative Design Pressure(Zone 4): 51.1 psf
Positive Design Pressure(Zone 5): 47.1 psf
Negative Design Pressure(Zone 5): 63.1 psf
NOTE: "Zone S"pressures are applicable to openings that are within 5'-0"of building corners-
Refer to calculations.
The above stated design pressures have been determined in accordance with ASCE 7-10 based on the following
criteria:
*Risk Category: I1 * Building Mean Roof Height: 13'-6"
* Exposure Category: C * Basic Wind Speed: 175 mph
• .
AqTor spaaixg9 and inctaliation of glazing/window and mullion systems to main structure must be in strict
'accofdance witA the Product control N.O.A. and have not been independently verified by Structural Engineering
Vjitsultants,'Inc.• ;
119,ou s h o • appe tq JV,V�any questions or concerns regarding this or any other matter,please do not hesitate to
tact us. .... ....
SincBre � '•'`:•••
,'•S" AuLERING CONSULTANTS, INC. (E.B.#: 007781)
• ;•
''•w• r
Cart s.M. Perez;YP „ Structural Engineer
FL :##: 544
"YOUR ON -CALL ENGINEERING COMPANY "
9420 S.W. 112Th STREET, MIAMI, FloRidA 3 3 176
TEL (786) 242-1720 - FAx: (786) 242-4399
JDtIPZAHAMI-DADE
ITY 2015MIAM I•DADE
"s 110 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AN SOUY(RER) 11805 SIV 26 Street,Room 208
BOARD AND CODE ADIVIINISTRATIOCDVIQSIO T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www,miamidade.Eov/economy
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 RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
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. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION:Series"CA-740"Outswing Aluminum Casement Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details -- LM &
SNr', sheets I through 10 of 10, dated 08/08/12, prepared by manufacturer, 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:Large and Small Missile Impact Resistant.
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 avilaNe.for yispVctipn at tbg job site at the request of the Building Official.
This NOA consists of this gage I:aAd ZvWi&rpa'E-1,as well as approval document mentioned above.
The submitted documentgtJen *t+*s re4.4.d lay karlael Perez,P.E.
•
NOA No.12-1218A9
NSIAMI•DA®UNTY ••• • • ••• •
� F � Expiration,Date: April 11,2018
• ••• • Approval Date: April 11,2013
. Page 1
• • .•
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-CA740-LM, titled "Casement Window Details - LM & SM",
sheets 1 through 10 of 10, dated 08/08112,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,TAS 202-94
along with marked-up drawings and installation diagram of a series CA740 outswing
aluminum casement window,prepared by Fenestration Testing Laboratory, Inc.Test
Report No. FTL-7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-2010,
dated 12/07112,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,
P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours&Co.,Inc.
for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc.
for their"DuPont SentryGlasO Interlayer"dated 08/25/11, expiring on 01/14/17.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 2010, dated December 10,
2012,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated December 10, 2012, issued by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by
Manuel Perez,.P.E. . . . ..
G. OTHER .: : : : : :': •.
. 1. None.
•"• '
••• Manuel ere '
... • • Product Control ExAmh
r
NOA No.12-Z�n
.
••• Expiration Date: April 11,2018
Approval Date: April 11,2013
...
. .. .. . . . .. ..
- &IVLAMINAIEO __ 1116'LAMINATEO
GENERAL NOTES:SERIES 740 IMPACT-RESISTANT Guss$TACK "i GLASS STACK �"—
CASEMENTWINDOW DESIGN PRESSURE RATING IMPACT RATING
VARIES, RATEDFORLARGE&SMALL 3n6'ANNEALEDOR '.6sD•amavrscr
918'ANl�At.EO 090'OIMONrFIF
1}THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE SEE SHEETS 5.8 MISS0.E IMPACT'RESISTANCE cuss —aurAGRE Pve HFA7STRENOTHGLASS
Et1E0 3116•ANNEALED OR
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH - - - GL-14EASS
VELOCITY HURRICANE ZONE(HVHZ). - _GLASS ANNEALED
- EXT/Eitl,OR � GLASS E%TERKNt 38 � GLASS
-$7'WIDTH fir•' - ---- ------- a
2)SHUTTERS ARE N07 REQUIRED WHEN USED IN WIND43ORNE DEBRIS - - +
REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'W THE HVHZ,THE 25.478"MAX.O.C.E WIDTH IS - - - N116`GLASS BITE 15(16`GLASS BITE
OUTBOARD LITE(CAP)MUST TEMPERED. UNDER 33.476'(HEAD&SILL y
3
3)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMWADE ;-
B.SEE SHEET 2 --.
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR So 60_
EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS _ - 32 32
AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. - -.
17-trr GLASS TYPE 1 GLASS TYPES 2&3
4)ALL WOOD BUCK( LE B•r 1 1/2 THICK ARE TO BE CONSIDERED 1X - -
•INSTALL4T(ONS.IX;V jP Q S ARE OQTION4 if UNIT IS INSTALLED .\ i ._._. -'- -- MAX, 716•NOM. - I/8'NOB.
•pl�ECil.i{TO SUBSTRATE.WOOD BUCKSqPEt({CTEDOS 2X ARE 1-11T'THICK OR A � � ,3,SEE 2 0•C• .GUss STACKLt sn6•LAAKNATED Guss STACK in8•LAMMED
-
•GREATER.1X AND 2X BUCKS(WHEN USED)OHALL eG DESIGNED TO PROPERLY GLASS STACK -GLASSSTACK
TRANSFER LOADS•f10YRL�Etf7UCTURE.WOOD BUCK DESIGN AND INSTALLATION ( I \ - ;•Ire'ANHEALEocuss
•�'1ffi k 5PONSIBILI*OF THE ENGINEER OR ARCM(ECT OF RECORD. 3116'ANNEALED OR
• •., •' • W MAX. 7116'AIRSP - .Q.DUPONT IW AIRSPACE HEATSTREN07MENEO GLASS
MASS
j)%NCHOREMBEDMENfTOBASE MATE184&FLt %E BEYOND WALL DRESSING I \ 0.0, ue'ANNELEDOR /SUTACFTEPV5 3116"ANNEALED • pOD.DUPONTSw
•Q%WVCr.O.USE APICHO�F SUFFIC0q%M8WWENT AS SPECIFIED ON - / \ TEMPERED Guss 1 tl8•ANNEALED 11 CUSS 8ANNELED OR
TABLE 3.SHEET 4.y4RWW JQINT SEALWT IS VSED ON ALL FOUR CORNERS OF gg• / USE ANCHOR 38 GLASS HEAT4TRENGTHENED GUSS
iHEitMltE.INSTAWfiT10N iNCHORBSFgYLo i66iAl£D.OVERALL VISIBLE !!/ PAR AT EACH EXTERIOR �. : L- EXTERIOR ,0 . 7
•SEANNGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION LIGHT Illi CL JAMB I'. A-,
MILWE DONE BY�O"W'aA�O IS BEYOND 9MICOPE OF THESE HEIGHT HEIGHT IS \r'37 I 1 V16"GLASS BITE \r'37 11118'GLASS BITE
•INSiR1NGeT10N3. 0000 -see• (DLO) ( / 28'OR OVER -
•6)�Ir��ARE REQUIREp AT EACH AN I�QN WHERE THE PRODUCT IS . .
NOT FLUSH TO THE SUBSTRATE.USE SH BLE OF TRANSFERRING
•f1NP�ISOCGADS.WOOD B"(S.BYOTHW4,IA'"JE SUFFICIENTLY ANCHORED '.� / HEIGHT 31 � 60 3t '� -..
f0 RESIST LOADS INPOSEO ON THEM BY THE WINDOW. / -
SS) ESIGN PRESSURES: • ! { GLASS TYPES 4&5 GLASS TYPES 6&7
•A. PiA1n�E DESIG otd/bOBASED ON STRUC:TURRUCYCLE TEST PRESSURE, i! I - - - 7W 1.
FRAME ANALYSIS PER ASTM E1300. / GLASS STACK 7116•LAAOHATED
B.POSITIVE DESIGN LOWED ON WATER TEST PRESSURE,STRUCTURAV I/ I -. j"� GLASS STACK ..
CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E13DO. 1 - / -
•J, 3f16'Ata.EALEO OR
iWAIRSPACE TSTRENGTHENPA GLASS
6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE ---- - 31W TEAWEREO ouroxr sGv
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE - - - -- GLASS 31OUPONT SOP oR
33-1/3%STRESS INCREASE HAS NOT BEEN'USED IN THE DESIGN OF THIS '--►'B 14-112•MAX d C I WIDTH IS --HFATSTRENGTHENEO
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 4"MAX. �' ..33.476"&'OVER{NERD&SILL) _ CMTs -
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER - _ ww
30'VISIBLE
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA - Gj
BUILDING CODE FOR CORROSION RESISTANCE. OPENING(OLO) 37 11116'GLASS BRE
9)REFERENCES:TEST REPORTS FTL-7065,3579,3680,3724;ELCO ULTRACON TYP.ELEVATION OF -
NON ELCO CRETEFLEX NOA:ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND --
ADM ALUMINUM DESIGN MANUAL. CASEMENT WINDOW 31 92 60
_ approvednseomplyingxithIle, -
TABLE 1: _ _
GLASS TYPES 8&9 ,atpda eldl Cote
117!1 1!
Glass Types SheetLYNN# �� Revised By: Dote: Revision: 1190jam1- de
pt6dae '
\\� QTY ,3✓7 ''�. 11
1 6116'Lard(1/8 An-.0901 PVB-118 An) 6 GENERAL NOTES _....t �`P�� ICENSF <<ttp•� By -
2 7/16"Laml(3/16 An-.090"SGP-3116 An) 6 ELEVATION 1 Revised By: Dote: Ncna,an: r i
3 711V Lama(3116 HS-.090"SGP-3/16 HS) 7 GLAZING DETAILS...._ .........t No.58705
4 71W Lard.IG(118'An-7/16"Air-1/8"An•.090"PV8-1/8"An) 6 INSTALLATION...........:. 2 =
ASSEMBLY TUBE DETAILS -- 3 - �( *" - ® !]ascription: Drawn By:
6 718"Laml.IG 1/8"T-7/16"Air-1/8"An-.090"PVB-1/8"An 8 ANCHOR SPECIFICATIONS 4 3 3'1' GLAZING DETAILS J ROSOWSKI
6 7/8"Laml.IG(3/16"An-114"Air-3116"An-.090°SGP-3116`An) 9 ANCHOR QUANTITIES ..... ... 4 z� -
7 778"Lama.IG(3/16"An-1/4"Air-3116'HS-.090"SGP-3118"HS) 7 DESIGN PRESSURES,. 5 9 ;OX% ., sTA E o R, 1070 TECHNOLOGY DRIVE rtle: Dnte:
8 718"Lami.IG(3/16"T-1/4•Air-3118"An-.O0"SGP- 18"Art) 9 ASSEMBLY DETAILS/BOM: RI!'� '' �`` N. VENICE, FL-34275 CASEMENT WINDOW DETAILS-LM&SM 08108112
<o
9 718'Lami.IG 3116"T-1/4"Air-3116"HS-.090"SGP-3116"HS 7 'i SS p P.O. BOX 1529( r 77j�/NA,..11 t�1� NOKOMIS, FL 34274 Series/Model: Stole: - Sheet: Growing Me. Rev:
A.LYNN BILLER P.E, CERT. OF RUTH. #29296 CA-740 NTS 1 1 OF 10 MD-CA740-LM
P.EA'66706
INSTALLATION INSTALLATION INSTALLATION
OPTION 1 EDGE ---_ EDGE DISTANCE _ OPTION 4
OPTION 2
INSTALLATION ANCHORS DISTANCE INSTAI-_P INSTALLATION ANCHORS
INTO 2X WOOD. CONCRETE/CMU DIRECTLY
INTO ANCHORS - DIRECTLY INTO METAL.
PER ANCHOR DIRECTLY INTO MASONRY.
AS REQUIRED PER 2 EMBEDMENT REQUIREMENT BUCK WIDTH -- ---
TABLE 3,SHEET 4
ATTACHED TO
82 —� TYP.ANCHOR 1/4'MAX 15 18 FRAME SILL 10 11
TYPE, t SHIM ATTACHED TO
EMBEDMENT- {� VENT Sitl 89 43 Al2 STEEL
". AND EDGE a _-V 8 80 12 83 SELF-DRILLING
5 1 DISTANCE PER 32 33 _ ///-----.--SMS.SEE TABLE
SUBSTRATE, . ..: 20 _ __0000-__- 3,SHEET 4.
22 23 4 SEE TABLE 3, O 4
SHEET 4. .}
• •• 3 -19
EDGE " 18 84 DADE APPROVED
• • •
• • •• • - MULLION,ALUMINUM,
•••••• �• • 8 DISTANCE 38 39 - STEEL FRANING OR
:000..
• - �T • {}• .',,;_ STEELSTUD.
- •���1.,�E_�„ ,i, �--- '�� 82 82 - ATTACHED TO VENT SILL 81
v� Y�!y� I 35.37
•000 0•••• • FRAME • ------ 13 EMBEDMENTPO
- 1 24 I VISIBLE LIGHT WIDTH(DLO) 3 5
USSE—--
FOR SNUBBER REQUIREMENTS,
i0:11RfDY• . AttgWiEO TO • 83 SEE TABLE 4,SHEET 4. EXTERIOR
•VENAJAMB • OPTIONAL ADDON ..___-__._ WINDOW WIDTH --------- 1-1
• •••. - •.• • • 12 - FLANGE @ HEAD, V
• SILL&JAMBS HORIZONTAL SECTION A-A
00.00 •00• 0• •
` -----'- EGRESS FORMULAS;
NDOW • 81 • 11 - SEE DETAIL-f
•••••V
WEIGHT 1-0-00
••• •a JAMB NOTES: Al.BELOW .-__- WIDTH,WASH HINGE:WINDOW WIDTH-13-112
• • • 10 HARD- 1 USE ONLY SUBSTRATE-APPROPRIATE - m,-- NOTES: WIDTH,EGRESS HN4GE:WINDOW WIDTH-T-tM
1)WHEN INSTALLING HEIGHT.WINDOW HEIGHT-6
-VISIBI� • - WARE - ANCHORS LISTED ON TABLE 3,SHEET 4. � COMBINATION UNITS,
•••••• LIGHT •• 000�i FOLLOW EMBEDMENT AND EDGE / COMBINATI INSTALLATION VISIBLE LIGHT FORMULAS:
•• {DW)• • • )�i'� BUCK DISTANCE LIMITS.ANY INSTALLATION f / 10*MAX. - ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7
• • • HEIGHT OPTION SHOWN MAY BE USED ON ANY f a _ ----- --INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT•7
•••••• I ••• • SIDE OF THE WINDOW. (/ / -----_ WINDOW FRAMES AT 10'MAX.
ATTACHED FROM EACH SIDE OF THE FRAME
0 0••• T FRAME 2)ALL WOOD BUCKS LESS THAN 1-IMIE / ASSEMBLY TUBE CENTERLINE.
THICK ARE TO BE CONSIDERED 1X !� SEE TABLE BELOW:
ATTACHED TO Q JAMB INSTALLATIONS.IX WOOD BUCKS ARE --_---- W
FRAME JAMB Q 89 OPTIONAL.UNIT MAY BE INSTALLED ---
_ DIRECTLY TO SUBSTRATE.WOOD BUCKS --� 10'MAX. Side
Additional rarneAwJA Requited on each
DEPICTED AS 2X ARE 1-112'THICK OR L--i^SEE DETAIL A2,BELOW Bids of the Frame Assembly Reba 1FAT)
ATTACHED TOr GREATER.1X AND 2X BUCKS(WHEN USED) t- window Anehef Ip
VENT JAMB L SHALL BE DESIGNED TO PROPERLY LL Width A B,C&D
TRANSFER LOADS TO THE STRUCTURE. t 17'-22.9' 0 0
82 WOOD BUCK DESIGN AND INSTALLATION 16DETA 23'.2&r 0 1
83 IS THE RESPONSIBILITY OF THE ENGINEER > 2tt-i 1 1
OR ARCHITECT OF RECORD.MAXIMUM F, Window Anchor Type
17 SHIM THICKNESS TO BE 114". uH910 A S,C&D
20 15 18 _tr.22.s* 0 0
IL •� 23'-25.9' 0 1
82 DETAILg
21 At A2 �'t t t 4DPt9ved48contiI)bitwith fho -
t Flsr�jDde
dl Cilie
t
8 - 8D Dete
1 19 1X WOOD ��\ .I LYNN 7/// -- - Revised try: (late: Revision: TWA
� hrodutt
BUCKSTRIP, pN A9�SEE NOTE 2. .�y'
THIS SHEET. Revised Dy: Dote: Revision: p _.
IW MAX SHIM _ No.58705
NSTSdE
Description: Oro"W.
CONCRETE•• _
EMBEDMENT p:. tS+� ;'mac \ CROSS SECTIONS&INSTALLATION J ROSOWSKI
REQUIREMENT a :0 ,• , 1070 TECHNOLOGY DRIVE Ree: Dote:
FcoR1oP..- N. VENICE, F: 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12
INSTALLATION OPTION 3 /'//S1ONAL EW NNOKOMIS"FL 34274 Serres/Model• Scote: Sheet: Oroxing Na. R.
INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B
1XBUCKSTRIPINTO MASONRY., A.LYNNL�IILER.P.E. CERT. OF AUTH. #29296 CA-740 NTS 1 2 OF 10 1MD-CA740-LM
RES 55705
CASEMENT(X) CASEMENT/CASEMENT(XXL AWNING/CASEMENT/FIXED CASEMENTCI AFprovedavc010t)4egWith t6k
�•-.— 10',SEE NOTE 7,THIS SHEET Florida uldla{)Coi�)
--..{ Date r
FIGURE 1: ..-.I—1 FIGURE 2: 740 SERIES s' ...:/- NO�
--. - / / Iaatl Dde FtaluN rOl
AWNING
C C WINDOW'
WINDOW / / / _YD ASSEMBLY
HEIGHT {�� - TUBE — FRAME ASSEMBLY TUBE NOTES:
\ \ / 10',SEE NOTE T ""D
1)DIMENSIONS SHOWN ARE
THIS SHEET 740 SERIES TIP-TO-TIP DIMENSIONS FOR EACH ,J
/ —CASEMENT—+- INDIVIDUAL WINDOW.FOR SIZESNOT t
// WINDOW SHOWN,ROUND UP 70 THE NEXT
W%DOW--e••� W7gTH�• I �' AVAILABLE WIDTH OR HEIGHT ti
• • ••• • • •• 740 740 / DIMENSION SHOWN ON THE TABLES. Q
•••••• • • • SERIES FRAME SERIES ►E L t L}
• • • • • ASSEMBLY FRAME 2)ANY 740SER�S PRODUCT ._
CASEMENT CASEMENT ....... " a
WINDOW TUB WINDOW - ASSEMBLY, _ NT,AWNING OR FIXED g o�
•••••• • • • ►E TUB CASEMENT)MAY B ATTACHED TO a J �-
• • • • !!! __ THE FRAME ASSEMBLY TUBE.FOR i
• • •••••• (V Q
••• • •• •••••• / FIXED WINDOW' - NOA FOR740 SERIES ALL ANCHORAGE,ANCHORAGE,SIZE AND W L1.
•••• • • •••••• / DESIGN PRESSURE LIMITATIONS. O _.0
• • 'SEE PRODUCTS NOA FOR - 3)ALL WINDOWS IN THE $ o O m. {j J._y M
0000 7go
40 SERIES • •••••• /� INSTALLATION SPECS _ COMBINATION UNIT MUST BE ABLE TO
• CAS ENT--"QLWVMIOR •••• INDIVIDUALLY COMPLY WITH THE co
REQUIREMENTS•••• pOpyy !/ / RSP CTIVE NOA,, THEIR } Q v z
•••••• • -• •••••• \ / 4)FRAME ASSEMBLY TUBE 70 BE m Z h Z
• • • • 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN
• - ••• • - • •• - AWNING CASEMENT DETAILS,WITH FAN.#12 X 1'SHEET Y W
FDR SINGLE UN9TS • • • WINDOW' WINDOW (n
000000
+•••• •••• • • METAL SCREW$.USE THE SAME y Q Z
1)DETERMINE YOUR>ANINDOW 9NZE - MIN.#12 X 1'SMS SPACING AND QUANTITY AS THE ? W
AND CLASS. 6666 THROUGH FRAME OPPOSITE FRAME MEMBER. ® ••W _I h•
INSTALLATION HOLES FSE ASSEMBLY )THE FRAME ASSEMBLY TUBE MAY .`o_ W Q
2)KNOWING YOUR ANCHOR TYPE. TUBE NOT TUB _ 6NOT XCEED 62'IN LENGTH(AS USED Q U
AND SUBSTRATE,DETERMINE
YOUR ANCHOR GROUP FROM MIN.#12 X IN A 83°FLANGED WINDOW)OR BE
..._ MIN.#12 X --- 1'SMS USED IN TEE OR CROSS
TABLE 3,SHEET 4. ---- THROUGH CONFIGURATIONS.
1*SMSS 740 SERIES THROUGH
FROM SHEETS 6.9,FIND THE CASEMENT INSTALLATION
INSTALLATION WINDOW HOLES- 6)THE FRAME ASSEMBLY TUB IS ® o n N
SHEET FOR YOUR GLASS TYPE. HOLES - NOT REQUIRED TO B CUPPED TO ora O1
FIND THE PRODUCTS DESIGN - THE SUBSTRATE.ALL EXTERIOR
740 SERIES 740 SERIES
PRESSURE FROM THE TABLE FRAME JOINTS TO BE SEALED BY INSTALLER. °,x f
LABELED`DESIGN PRESSURE CASEMENT EXTERIOR ASSEMBLY CASEMENT .__R 740 SERIES
-_.. (PSF)FOR S94ME WINDOWS,ALL WINDOW V TUB WINDOW --FIXED Fp 2 0��vi a
ANCHOR GROUPS' EXTERIOR EXTERIOR CASEMENT R ALL COMBINATION UNIT$. v z
�t, ADDITIONAL INSTALLATION ANCHORS F w Q o 0
HORIZONTAL SECTION C-C \� \r-' WINDOW* AY NEED TO BE INSTALLED a 0
4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAME$AT no
TIP-TO-Tp.FOR SIZES NOT 10'MIC.FROM EACH SDE OF THE
SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D•D VERTK:AL SECTION E-E FRAME ASSEMBLY TUB
AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW:
DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1&2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. ��111
AddilWdal Anctwo RegWred on each �� LYNN
TABLES. Skis of 0•Frame Assembly Tube(FAT) >���,QC)' • ....•,
2)FROM SHEETS 6-9,FIND THE SHEET FOR YOUR GLASS TYPE. - Window Ichor t>�:' 410ENSF fp
5)USING THE TABLE LABELED . P
'WINDOW ANCHORS REQUIRED* 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGN PRESSURE(PSF)FOR WINDOWWS ATTACHED TO AVERTICAL FRAMEASSEMBLYTUBE' OR-DESIGN LL Width A 8,C s D
(TABLE 2,SHEET 4},DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TOAHORIZCNdTAL FRAME ASSEMBLY TUBE,, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS . tt'•22.8' 0 0 No.58705 .'
THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. 23'•25.9' 0 1 _ •:
NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 7 28'+ 1 1 g
JAMBS OF YOUR WINDOW. ls'o 11.7
t- WuMmv Anchor Type Type 0 •.
II4STALL AS PER THE 4)USING THE TABLE LABELED'W/NDOWANCHORS REQUIRED-(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF LL Holghl A 8,0&0 STATE OF ��
YOUR WINDOW. 1T•22.8• 0 0 %��`••'•FLOR10l' \�:
INSTRUCTIONS ON SHEET 2. - '••••••'
5 INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2.3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE 23'•25.0' 0 1 ��//6,&/ (�fgL�",�
SHEET 2),AND THAT MIN.#12 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). -20'+ i 1 kL'YNN V •p E•'
P.E. 56705
- - TABLE 4:
TABLE 2: �—___.—_ .. --
Window Anchors Required Jamb Snubber Locationls
approved of romPtylag wild IA9
Windowww(h itn) Glass Type: Florida sidin C
UnWer '. .. 2S16N8 27-3f4 3g" 33-1/2° 35 PVB SGP
DAC i
Anchor Group AnchorGmW Anchor Gragt Anchor Group a Arolor Group Anchor Group Arnccha GM-P- 1,.4&5. (Types 2:3&69 - ry0A9 _ - .
(TYF� ) l YP ) 811awID lepro<IuH 1
A $ CSD A 8 CSD A 6 C&D A B C&.D A S CSD A 8 76&4 A B . C&D �•---,,.. �;{r.
plleadl
2 2 2 2 —2 -2 2 2 2 ir max.from
2 2 2 2 2 .2 2 —2 —:. 2 2 2 -
under 23' S3 end None each erd 30' 9.,{
2 2 2 2 2 '2 2 2 2 2 3 2 2 3 2 3 3 - 3 3 3 3 le8s - Required Max D.C.
26-iSt16° 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2' 2 '2 .2 2 2.. 2 W �
22 2 2 2 2 2 2 2 3 2 2 3 2 3 3 - 3 3 3 3 12°max.1mm 12'max.6r0m
4 4 4 4 4 4 4 4 4 4 4 4 - 4 A 4 4 4 4 4 4 4 oter63" eachend&30" each end&30°l 2 2 2 2 2 2 2 2 2 2 S 2 3 3 2 .3 3 3 3 4 3 max O.C. max O.C.�° 4 d 4 4 6 4 4 8 4 4 8 4 4 8 4' .4 8 4 2 2 2 2 2 2 2 2 2 2 3 2 3 9 2 .3 3 3 3 4 3, `.. 8 4 4 6 4 4 6 4 4 e 4 6. 6 4 8 0 4 8•2 .•2-. 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 - 3 4 3
Jere 8 8 4 8 2 8 8 4 8 8 4 8 S _4 6: 6 A 6 S 4 1)USE THIS TABLE FOR � - - CO z V
• AI.LWINDOWSPERTHE €0'
• HeedtSll' 2 e2. 2 2 2 2 2 2 3 2- 3 3 2 3 .3 3- 3 4 3. ELEVATIONS ON SHEET I. SAMPLE CONFIGUf2ATI0NS: « g
•-!••8 6 6 8 8 6 8 8 8 8 6 6 8 8 8 5.._ 8- -6 8 6 DIMENSIONS SHOWN ARE -
i *We Head 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOW TIP-TO-TIP, X\ J
•
Jamb •0. S 6. •`•• 6 S 8 6 8 10 6 8 10 6 8 110 6 -8 10 6 ?X r X x� �X� O � _ (/j r-
• Hsad/Si1, 2 2 2 2 2 2 2 2 2 2 9 2 2 S 2 3 3 3 3 10 8 2)FOR SIRES NOT . P 0
• SHOWN.ROUNDUP TO O - Z Q
,lamAN- b 6 6 6 l0 6 8 10 6 6 10, 6 8 10 6 8 THE NEXT AVAILABLE
• • • 1kadlgk. 3• 2 2••Z• Z 2 2 2 2 2 3 2 2 3 2- 3 3 3 3 -3 3 WIDTH OR HEIGHT - .. x\: o u 0�0 c[ W 8 d•
• •tKi Jamb 8 8 0 S 10 8 8 10 8 8 10 6 8 10 8 DIMENSION SHOWN ON -
Y 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. d _
• • •••• •••• - j ` z Q ui'
•••••• co
X O Q Q ihZ
• • • •••••• 77....._' Z
TABLE 3: :. • ..: - - 7� W
��_ .�.� y�—•� Mm: Anchor �X` o /X� X X Y CL y
Gto•P Anchor••• ♦-Is
a D.C. Mfi.. Plate.. EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW:7118"ANNEALED SGP tAMI.GLASS.
• r� Embedment 1/4 MASONRY ANCHORS W TO CONCRETE.+70%80 PSF DP REQUIRED,NO ANCHOR PLATE ! - / {-
• • hstenee Distance Required? Z O-
.;..
1!4'steal IN an ow Stock /' 6' 1-1/4" LU
CASEMENT ANCHORS: -
*owe S.Phe 518° 1" 1318" No A)FROM TABLE 9,ANCHORS C&O ALLOW A DP OF+701.90. _<
o� o Not o g a T b d
A #14,sled SMS(G5} 6083.75 Akrm. 3(8" 5f8 0.050 tdo : - -. - 03 �
O �O Q 5 Z (/3 q V
or#14,410 SS SMS A38:Sheet 3/8' S/8 0.050 No 8)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C.HAS THE ANCHOR AND SUBSTRATE DESIRED pY�'„S e1r0 p 0- _ qqh Z .e.LU
A653 Stud.GC.33 -318". 518 .035',20 Go. No AND DOES NOT REQUIRE THE ANCHOR PLATE. ., F Ott• F p, Q -3 d Q t=V i$
S.Pine. 5!S" 1• 1378 No
- 8 #12,sleet SMS(G5) 8083 T5 Ak n. 31W 518 .050" too C)FROM TABLE 2,BANCHORS ARE RELri11RE0 IN EACH JAMB.
Or#12,410 SS SMS AWSt" 318 518 .050' NO
- Fy
A653 Stud;Gr..33 318 SB' A35",2000 No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL.
2.85k Concrete 2-112' 4' 1-3/0" No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. - ' - 10° 10"
14'steel USrxon 2.85k Concrete 1" 4' 13/4 No - - - o
MA13 .d
lock 24/2' 5" /-U4" No 4" _ _ o Ll o j
C ra 518 1' 1-318 y� F)PER RULES ON SHEETS 2&3.1NS7ACl 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4" - 4"}� z"om N 'a
SIDE OF THE AWNING(HEAD&SILL}._ 111 111 1 1 0 2 4
#12,steal.SMS(G5) Alum. 318" .518" - .1118" Yes _ _. . ---_- _ r a x o
a#12,410 SS SMSteel - 318 $d8" Yes
;_Gt.33 318" 518' .045',18 Ga. Yes . �_ z_ �+
ne 5!8 1" 13/8 Yes FIXEDCASEMENT ANCHORS(SEE SEPERATE NOAko#14,steelSMS(G5) Alum. 318" 518' 1(18' Yes A)FROk1TA8LE 9.ANCHORSC&DALLOWADPOF+7p(-53.1.or#14,410 SS SMEtael 318518". 050" Yes : _ 10.8 `u,Gr.33 318" 518 .045°,.18 Ga'. ---Yes B)FOR THE JAMB FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE _ .13,25• `�� ONY l YNM��/�
' 2:8Sk Concrete1" d" 1314' Yes I DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. . _ �� -� ��' (GEN�F• �F� ��
i!4'sleelUilracon
--T-85k2-1/2' 4° 1.318" Yes - •.•
Q Hollow Block 2-112" 5 1-114" Yes C)FROM TABLE 28,6 ANCHORS ARE REQUIRED IN EACH JAMB. 81' \ *:• '•,
No.58705
Filled.Block 2-112' 4' 1314" Yes - -
114"—4108S 3.35k.Concrete 1" 5 1-34" No 0)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. - -
CreteFlez Hollow Block --ii/2" 5" 1-1/4 E)DISTRIBUTE ANCHORS
" No FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. \ 3j v.' 3 Ltd!
3.5k Concrete 14/4' 5" 1310 No - 1
5118"steel Ullracoo Ho1Ww Stork 3-t " 5 1-U4 No F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TU13E 4• 4" Q��. PLOR1Dr-
...... "";(1 LOR10P Cyd,
Flied Block 2-1/2' 5" 1.314" No ---
SIDE Of THE FIXED CASEMENT(HEAD&SILL). -
NOTES: �-.— 25• _�- 2W►}� 20.^I �%S /OPIA�'•FC`.
1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. - - - - 48 A LYNN MILLER,PF-
2)ANCHORS MAY BE HEXHEAO,PANHEAD OR FLATHEAD. P.E#68705
FOR GLASS TYPES:
TABLE 5: - -
- Design Pressure(aa9for Single WWows,Ali Anchor croups 1)5/1 ti"LAMI(1/8 AN-.090-PVB-118 AN) 4pplwveaauampq'la;fwith the
4)718"LAML IG:(118"AN-7116"AIR-118"AN-.090"PVB-118"AN) Florfae mdin c I e 1
Date r.
Window Width
under 2T 25.15ft6` r
4' 30' 33.1/2' 35` 3T M1p�a-ry{0 de Prods
under 23' +701-90 +70140 - 90 +701-90 +701.90 +70/•90 +70/90
25.16116' +701-90 +741-90. 90 +701-90 +701-90 +70f-90 +70190Cj
+70144 +70f4090 +701-90 +701.90 +70/-90 +703-90 WINDOW
048' - +70(90 *7016090 +70140 +70190 +701-901HEIGHT--- �_ .-_..-- ___ �.50818` +70140 '+7019090. +701.90 +70190 +701-90 +791 .2
80• +7014D +701-9090 +70!98.5 +701-80.6 +701-77.7 +701-74.3 t WINDOW
S3• +70140 +70.9080 +701-84.3 +701-78.5_L+701-73.7 +7pt-70,1 yt WIDTH O
72'- -701.911) -87.2+701 +701.77.7 +80171.5 --601-62A +BOI-60.8 +1-59.3
78' - --+701-1h "84.8 +701.75.7 +.87.3 .1-68.9 +1-67.2 41.55.6 E SHEETS t&4 FOR Ul n
-+701- +7'- .4 +701 t,3 -b2.1 +/-54.2 WINDOWANCHOR t1
84"• LOCATIONS AND QUANTITIES. z V
00!00• •.. •. •
0000•• • -• a • .-�
• • • • N p
TAE 6-
• - !•••••
LL
••••• • ••. !• •• - for Windows Attached to a Vertkal Frame Assembly Tube 0
• • s • • Design Pressure LDsq o Q
Wmdowwidlh w o LLI Uj h
• • Sood, 25-15116" 27- 33712` " o Q-941,00 trader 3 3 " Q
• cher Gran Anchor Group Anchor Group Anchor omw Anchor Group Anchor Group Anchor Group (f) y
0000• A 6 C D A B C&D D AC&D 8LLJ
A,C&D A B C&D B ACBD $ A,G&D 0: Q •f-
under 3" +701-90 +701-90 -+7 - - -90 +701.90 +7tY-90 +701-o +70J-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +70!90 +70790 *7Q'-90 +701-90 () y Z
jL4W +701401 4.7111-90 +7490*••78f4D +701-90 +701-90 +701-90 +701-90 +79-90 +701-90 +101-90 +701.90 +701.90 +701-90 +701.90 +701.90E:2701-71.2
+70f-9D
3&338" +701- +11N .6 N 90 +70190 +70181. +TDI-90 +701-90 +70130 +70-90 +lot-90 +701.90 +7IN 90 +70190 +70190 +71--90 +.701-90 +701-90 7
48' +701-73.1- +157,3 +7900 --+71-90 +/-84.8 +701-90 +701-90 +701.90 +701.90 +701-678 +70190 +701-90 +701-78.8 +701-90 +70r-90 +701-90 +701.90
E +7-69.3• •+854.3 +701-* +7D/-90 +1-81.4 +70.90 +701-90 +701-90 +701-90 +701.832 +701-9D +701.90 +701.74.8 +71-90 +701.89.2 +701.90 +701-89.2 a. Z C
r_t
•+i,458 +701.84.7 +701.90 +151.8 +T01bt2 +707-90 4701-75.9 +70`-90 +7flt-702 *70V-88.5 +791.80.3 +(-629 +70($0.8 +701-75.2 +lOf-71.7 +TOf-74.3 Q Z' 2 11+70f-80.7 +701-89.5 NA9.3 +701-77.3 *70130 +70.72.3 +701.90 +/-669 +70684.3 +701.76.5 *f-59.9 +70).76.5 +71-.71.8 +70/•73.7 +701-70.1 to ,2 0 W g Q
FRAME
70'MAXI
--� ASSEMBLY
TLRE
TABLET. ----Oealgn Pressure(ps0 for Windows Attached toa Horizontal Frame Assembly TubeGHTWindow Width HEIGFI7 WINDOW FRAME under 23• 26.15116' 27.3/4' -30' 33412` 35' 37' oHEIGHT ASSEMBLY __ ��m,vi
Anchor Anchor Anchor Anchor Anchor Group Anchor Groep Anchor Grow � TUBE .WINDOW�ADDITIONAL Q�o0 0
Group Group GroupGroup - WIDTH >as
AN Ali All All B A.C&D - A B C&0 A 8 C&D 70'MAAX- (4)'IF REG. Imo.Z z ~rc
antler 23' +70190 - +70190 +70790 +70140 +70142.1 +70/90 +70190 +701-78.5 +701601.7..
+701.74.3 +70140 ADDITIONAL
SEE SHEETS t&4 FOR WINDOW ANCHOR v
_ LOCATIONS AND QUANTITIES.SFE SHEET tt 1 I l i I 17111
25.151-6' +70140 . +70790 +70140 +701-90 +70190 +70140 +701.88.8 +70140 +70/90 +701-90 +70/-90 ANCHOR REQ 3 FOR ANY ADDtT10NAL ANCHORS �
38318' +70/-90'- +70190 +70190 +70140 -+70140 +701.00 +701-90 +701911 +701-90 +70190 +70160 REQUIRED FOR THE FRAME ASSEMBLY Oa.••"•••..1�� lei
48' +70140 . +70160 +70140 +70190 +70/90 . +701-90 +70190 +70/40 +70140 +70/•90 +70190 --�-WINDOW TUBE. �,�'��.•'�10ENSi; FAQ i
30.&rg• +7(y-90 +70140 +70/90 +70140 +70/40 +70140 +10140 +701.90 +70140 +70189.2 +701.89.2 WIDTH r- ` Q-'• ••.`At
60• +701-90 +70140 +70'40 +70140.5 +701.80.6 +70180.6 +701-77.7 +701-77.7 +70177.7 +701.74.3 +70174.3- = *: No.58705 =
SEE SHEETS 1&4 FOR WINDOW ANCHOR
63' +70140 +70/90 +70/40 +70144.3 +701.76,5 +701-76.5 +701-73.7 +701.73.7 +701-73.7 , +701.70.1 *701.70.1 LOCATIONS AND QUANTITIES.SEE SHEET _
72' +70140 +7014 62.
7.2 +701.77.7 +701-71.5 +601.62.4 +60/. 4. *601.80.9 +60!•60.9 +60180.9 +1-59.3 +159.3 +1-59.3 3 FOR ANY ADDITIONAL ANCHORS %-O 3 4133 w
+70140 +701.84.6 +701-75.7 +1.87.3 +/-58.9 +158.9 +157.2 4/57.2 57.2 +TW.6 REQUIRED FOR THE FRAME ASSEMBLY
78' +1. +1.55.8. +155.8 TUBE. �, TATE OF
84" +70140 +701-30.4 +701.71,3 +60182.1 +150.2 +)54.2 i ., CORW
F:pS�0NA1-
NO7tS:
1)SEE SHEET 4 FOR ADDtT10NAL SAMPLECOHFSGURATIONS. A LYNN M14LER,RE.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PRA 56705
FOR GLASS TYPES:
TABLE 8: �^ Approved a1 matp{y9ag with&a
2}7116"LAMI(3/16 AN-.090"SGP-3116 AN) inurlda Ulf;IP. Cod
a Design Pressure(psQ or Single Windows,A8 Anchor Groups Duff, 77
,n `GOt r
Windm Width All t Rade Praluetc
under23" 25.15110' 273!4' 30' 33.112' 35 37'
under 23" +90/.130 +90!.130 +90/.130 +901.130 +90!.130 +901.130 +90!430 WINDOW i [
25.15116" +901-130 +90!-130 +901-130 +901430 +90r.130 +901430 +90!-130 HEIGHT
3"0/ +9W-i30 +90/-130 +W-130 +W-130 -M-130 +M.130 +901.130 1 1
48' +g0/-130 +90/-130 +9W-130 +90/.130 +90/.130 +90/-ice +9p!-130 t
x� 50418' +901.130 +901.130 +9W-130 +90!-130 +90/130 +90/.130 +90/-130 -+� WWt�p OH i+--
60' x90/-130 +9W-130 +90/-130 +0•130 +901.130 +90/.130 +9D!-130
63" +904430 +901.130 +90/-130 +90/-130 +90/.130 +90.130 +90/-129-8 SEE SHEETS 1&4 FOR -(
72" +90/.130 +901.130 +90/.130 +90/-130 +9W-120.1 +W.122.5 +90/.113.8 WINDOW ANCHOR O
LOCATIONS AND QUANTITIES. (j) �.
78' +90/x30 •+i0/-130 +90/-130 +901-130 +90/-124.1 +901.146.7 +90/.107.8 Q.
84' I + -30: V-130 I +!t-130 +90/-130 +0-116.4
zV
i••••• • • • H
z _jg
Z
• • • • ' o
TABLE 9: •••00# _ N L-
� J LL
0:00041 • •• •• •• Design Pressure(pso 4o Windows Attached to a Vertical Frame Assembly Tube O
IX
• • ••• • •••••• Window W"vdh - .. 00 d tiJ
• t1 under 23" 2615116" 27.3!4" 30" 33.112" 35" 37" - o° 8 0 Q rn
• • ���•
• WWhor Grog • Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group
• • A 8 D A B C80 B A,C&D A 8 C&D A. 6 CBD B - A,C&D A B C&D LU mf..•
0 +701.90 +701-90 +704.90 +701.90 +701-90 O °Z
• unde•23" +701-90•r+7%71.6
-w*% ••i0190 +70/-90 +70/-9D +70/.00 +701.90 +701-90 +70/90 +7d-1� +70/-90 +70'•90 +70190 +70/.90 D []
fn
118" +70/90 + +0/.90 +70/90 +70/.90 +701-00 +70/-90 +70r-90 +TW-90 +Tot-90 +70-90 +701-90 +70!-90 +701-90 +701.90 +701.90 +70/-90 +701-90 -+701-90 Z
• 38-318" +7%%• +70/-90 +70/-90 +70/-81 +70190 +701-90 +70/-90 +701.90 +70/90 +70130 +701.9D +701-90 +701.90 +70.90 +701.90 +70/90 +7W-� +70/.90 +TW-9DW
48" +7(1144:!1• +i�190 470/-90 «1.84.8 1701.90 +70/-90 +70/-90 +70190 +70/-90 +701-87.8 +701.90 +70'.90 +70/.90 +701.90 +7000 +701.90. +701.90 +70/-88.9 +701-90�0/a' +1-69,6 +7D1ji0 90 +t-81.4 +70/90 +701-90 +701-90 +70190 +7014D +701.83.2 +70/-90 +70, +70/-90 +701-9D +701-892 +70190 +70/-90 +701-84.3 +701.90 0„ UJ60" +t-86.5 +701-84.7 +70190 +151.8 +701-81.2 +70/-90 +701-75.9 +TO-90 +701.890 +701.70.2 +70/.90 +70/-80.3 +70/-78.8 +70/.90. +70/•75.2 +70/.90 +TW-90 +70/.71.2 +70/-90 Z83" +t-55. +701-80.7 +70-89.5 +1.49.3 +701-77.3 +701-90 +70/-72.3 +7090 +70/-85.3 +/$8.9 +70/-90 +TOd-78.5 +70/.74.9 +70/.90 +70/.71.6 +70/90 +70/-88.5 +l-87.8 +70/.90 (/j q LL a Q
$ O -t CA U} e U
.gpp w W 6 Q •t
{ FRAME d o x 0 V °n
10'MAX. --+'"-i _ ASSEMBLY
-
TABLE 10: _ TUBE An
T_Design Pressure Ipso to Windows Attached to a Horizontal Frame Assembly Tube - -------
1
WINDOW
e - Window Width WINDOW FRAME HEIGHT 'T
under 23" 2515!18" 27-314" 30" 33-112" 35" 3T' HEIGHT ASSEMBLY o x' +_-
__ _TUBE m U m'v_i a
Anchor Anchor Arlcha Anchor Anchof Anchor Anchor Group Anchor Groep
Group Group Group Grow Group Group 10'MAX. �WINDOW� _AANCCHOR �> .'0
Y o
AN AN All AN 8 A,C&0 A B C&0 A B C&D WIDTH
(4),ff REO. o i z
urMer 23" +70-90 +70/-90 +70/-90 +70/-90 x701927 +70'•90 +701.90 +701-78.5 +701.90 +70/.90 +70/.743 +701-90 ADDITWNN. SEE SHEETS 8 4 FOR WINDOW ANCHOR L `�
2545116" +701-90 +70/-90 +T0!-8D +70/-90 +70190 *70-90 +701.88.8 +70/.90 +70-90 +701-84 +701.90. +70.90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET
(4).IF REQ.
36-318"_ +70/-90 +70/-90 +70/-9D +701-90 +701.90 +70'-90 +701-90 +701-90 +701.90 +70/90 +70!.90 +70-90 3 QU ANY FOR THE FR ANCHORS
_ REQUIRED FOR THE FRAME ASSEMBLY ON,.•••••.,�/ �i
48' +70/-90 +701-90 +70/.90 +70/-90 +701.90 +70190 +70/-90 +70/-9D +70/.90 +70190 +70/.90 +70!-90 �WINDOW� TUBE.
]mC 50-518" +70/-90 +701.90 +70/90 +70/-90 +70/-9D +701-90 +701-90 +701-90 +70/-90 +701.90 +70/-90 +7090 WIDTH
_- +70/- +701- +701.90 +70-90 +70/.00 +701-90 +70/-90 +701-90 +701-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR 0 5
69" +70-90 +70!-90 +70/90 90 90 N .5870 _
03" +701-90 +701-90 +70/.9D +70!•90 +701.90 +701-90 +70'-90 +70/-90 +701.90 +701 +701.90 +701-90 LOCATIONS AND QUANTITIES.SEE SHEET - _ -
..�_.__._.-....---_._.__----.____ 3 FOR ANY ADDITIONAL ANCHORS
72" +70'-90 +701.90 +70/.90 +70/_-90 +701.90 +701.90 +701-90 +70/-90 +70/.90 +70/.90 +701-90 +70-90 REQUIRED FOR THE FRAME ASSEMBLY -•T4
76" +70.90 +70/-90 +TW-90 +70/-90 +70/-90 +70/-90 •70-90 +70/.9D +701-90 +701-90 +70/.90 +70-90 TUBE. - %� 3r 1g '3 ,
84" +70-9D +70/-9D +701.90 +70'•90 +70/-9D +7090 - STATE OF <(/:
't•,F<ORIOP,.•' N
F
NOTES: ,jONALtE" `
I)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. - P.E.e 6e705
FOR GLASS TYPES:
TABLE 11: -
-----
Design Pressure(psQforSingle Windows,A9 Anchor Groupe 3)7/16"LAMI(3116 HS-.090"SGP-3116 HS) - 4pproYataacomptylagWith ltle
1 7)7/8"LAMI.IG:(3(16"AN-114"AIR-3/16"HS-.090"SGP-3/16"HS) Modda HuwmgCode t .
'tai
under
under230' z5151i8' 2T-ata• wl wroth -in' 35• 37" 9)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"HS-.090"SGP 3116"HS) 't a,Dgdrrrannet to
wdar z3" *901-130 49W-130 +90.130 +8x•130 +1!x430 +90f-130 +901.130
515118' +9W-130 *9W-130 +9W430 49W-130 +901.130 +901.130 +W130 ) -
36.3/8'
2 +901-130 4901-t30 +9W-130 +9W-130 +90r-130 -M-130 +9g/-130 WINDOW
4v +901-130 +901-130 +80/430 +W.130 ,+901130 +801.130 +901-130 HEIGHT - �
50$18" +gw-13o +9W-130 +9-130 +901-130 +901-130 +90/-130 +901-130
60" +901.130 +9W-130 +9W430 +9W-130 +9W-130 +9-130 - +901-130 --------- _ _ -
or +101-130 +901-130 f 490/-130 1 +9W-130 +901.130 +901-130 +90(-130 .•I WINDOW�.,...
72" +901.130 +0111-130 +901-130 +gW-130 +9W-130 +931-130 4901.130 -
WIDTH - -
76' +901-130 + 130 +901-130 +901.130 +901-130 +g0(-130 +901-130 SEE SHEETS 1&4 FOR - U. g Q
84' +90hR30 +90►130 + Uj
901-130 +901-130 +9W-130 WINDOW ANCHOR
• LOCATIONS AND QUANTITIES.
0000•• • • 0 06
• • • z Z
• g $g
0000••
0000••• • • • • J
� O
LE 12: 0 • • C14r.
• i r J Ll
• •••• •• •• •• Design pressure(psO for Windows Attached to a Vertical Frame Assembly Tube O - 0 Q O
• • •
090 • 690060 ''. Window Widh _ o.00 ED (j...
• • under 23" _ - 2b15116 27.3/4" 30" 33112" 35' 37" S U (L. Q
'� •, • -aa�jtnctra Groyp • - Anchor Group Anchor Group Anchor Group Anchor Grail Anchor Group, Anchor Group - � .to
• • A•- ••B C•• • D A B C&D e: qC&D A B C&D A 8 C&DV+7'1V-90
A,C&D A 8 C&D W 0 �
• u - 3" +701-90 +70130 +7! -90 +7(8.90 +701$0 •701.90 +701:90 +701-90 +701-90 +701.90 +701-90 +701-� +701.90. +701.90 +701-90 +701.90 +701.91) +701-90 _ y Z
• +
25.15/16" +701-90 +701-90 +701- +701-90 +701-91) +7pt.gD +701-90 +701-90 +701.90 +701.90 +701.90 +701.90 +7tY-� +701-9i) +701-90 - +7x-90 .701-90- -701-90 +701-90 (n Z
• 8" +70 90 + 71:8 +a-� +701.61 *7x91) +701-90 +70190 +?W-90 +701-90 +78'•90 +701-� +701-�.. +701 90. +7490 -+70f-90 +7x90 +701-91) +701.90111
48" +701031 .•'57.3 +7•/-90 •+701-90 +1$4.8 +7x.90 +701-90 +701-90 - +701.90 +701:90 +701-87.8 +7W-90 a7W-�1 +7a.�0. +70V-94 -+7x•90 +7x80 +701-98.9 +701-90� -54.3 + +a-91) +1$1.4 +701.90 +701-90 +701-� +701-90 +701.90 +701$3.2. +701:90. +74-90 +701-90 +701.90 +701-90 +701-90 +7t.Y-84.3 +701.90 > n. .Z+/,W.5 -+1058 +701-84.7 +781-90 +1.51.8 +701.81.2 +701.90 -+701.75.9' +701-90 :+701-89.fl +701.70.2 +701-90 +701.80.3 -+701-78:6 +701.90 +701-96 +701.90 x701-71.2 +701-90 .>O Z LU .:i�
83° +f-55. -d3.e -+701.887 .70f.89.5 x1•49.3 +TW-77.3 +TW-90 +74-72:3 +71-90 +701.65.3 +d•68.4 +701.90 ala-78.5
+701-74.4 *701-90 +701-71.8 +701-91) +Ta-885 +/•67.8 x70/-90 Sn o $Q
.. LLI Q V
S -
FRAME
1D•M". I-.+- ASSEMBLY
TABLE 13: _ 1 TIDE 1
Design Pressure(psQ ler Windows Attached to a Horizontal Frame Assembly Tube .
Window Wdth HEIGHT o _
:.._ WINDOW FRAME ,>
under 23' 25-15116° 2T-3/4" 30" 33.1M" 35". 3T HEIGHT ASSEMBLYF1 -
Anchor Anchor Anchor Anchor Anchor Anchor 1 E '8 z m 30 0
Group Group Group. Group Group Giorgi Anefnw Grotp Group _LL -- I WINDOW i AODITrOtua �w R o 0
WIDTH F"- ANCHOR >a 0
A8 A8 All All B A,C&D A B C&D A B C&D 10 MAX (4),IF RED. or i z w
under 23 +701-� +7490 +74-90 +74-90 +T-82.1 xM40 +701-90- +'701.78.5 +701-90: +7W-90 +701-74.3. +701-90 � ADDITIONAL SEE SHEETS I&4 FOR WINDOW ANCHOR �
25-15116' +701-N +701 .. +74.90 +70/-90 +7490 +T4-90 +701-88.8 +7x96 '701.40 +701-84 +701-90 +701-90 - ANCHOR - LOCATIONS AND QUANTITIES.SEE SHEET
+Td-90 74-� (4},IF REQ. 3 FOR ANY ADDITIONAL ANCHORS 7 7� LYNN Tip
38-31S' +74-90 + +7490 +7W-90 +74-90 +741.0 +701-90 +701-90 +701-90 +701.90 +701-91) �r1`{
+ +74-90 4Ta-90 7x.90 701-90 701.9D +701-90 -WINDOW TUBE.REQUED FOR THE FRAME ASSEMBLY �• � .......
EN••.. (F
018' *74.90 +Ta-90 +7490 +7Q�90 +7W-90 71Y-90 + + + "� WIDTH -.TUBE. - P•A••. \C St; Q
50-SW +74-90 +701.90 +74-90 +TOf40 +7490 +741)0 +74-90 +701-91) +70-90 +Ta-90 +701-90 +701-90 -
g60" +701-90 •T01-90 +74-90 +T490 +74-90 +74-90 +7490 +701-90 +701-90 +TW-90 +701-90 +701-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR - *: _N0.58705
63' +7(Y-90 +74.90 +74-90 +74-90 +7-90 +74-90 +70'-90 I +70/-90 +70PW +70P91) +701-90 +701.90 LOCATIONS AND QUANTITIES.SEE SHEET
72" +70190 701-90 +74-90 +14-90 +7490 +701.90 + +701-50 +.Tw.go +701-90 3 FOR ANY FORADDTHE FR ANCHORS
EASSEMBLY
[if=
+ +74-90 70J 90 +701-91) REQUIRED FOR THE FRAME ASSEMBLY -O - 3 j�I3. �_
76" +74-90 +7V-gp +78r.y0 +701.90 +7490 +T-90 +74-90 +I0/-90 +7(N-90 +70:-91) +701-9D +701-90 Tl/BE. . - .. STATE OF �."
84" +74-90 +7490 +74-90 +74-901 +701-90 1 +74-90 - .. .. _ �i•'•.FL0RVOP•'••C,
NOTES:
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LYNN MILLER P.E.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. - P.EM 68105
TABLE 14: FOR GLASS TYPES:
- - '
Design Pressure(pef)for Single Windows,ani Anchor Groups 5)7/8"LAMI.IG:(1/8'T-7116"AIR-1/8"AN-.090'PVB-1/8"AN) app nrd as e4 0lytug tt411t tAe
!tui 1 t+dti 41 Code
Window Width
nOnd
under 23' 25-1516" 27-14' 30• 33112" 35" - 37' - Minml Badx Prue ue1 p>
under 23' +70/.90 +TOMO +70140 +70140 +70140• +701-90 +70140
NNNOW .,.Y,,7ut
2515118" +701.90 +70140 +70140 +70/-90 +701.90 +70/40 +701-90 HEIGHT
38318'- +701.90 +70!90 +701.90 +70/90 +70140 +70140 +70f-90 t'
48' +70f-90 +70140 +70f-90 +701.90 +70/.80- +701-00b4W�63.3
..
50.518' +70!90 +70190 +7W.W +70/40 +70140 +70140 -.-�WINDOW
0110TH �-.-
60' +701-90 +70140 +70140 +70140 .7(Y-9D +70688.6
63' +70140 +701-90 +70/40 +70690 +701$7.2 +70/-84 SEE SHEETS 1&4 FOR
72' +70140 +70140 +70686.5 +701-81.5 +Bpj-70 +601$9.4 WINDOW ANCHOR I
LOCATIONS AND QUANTITIES. 0
76" +701.90 +Of-90 +70/-6.3 +701-76.7 +601.67.2 +60/-65,2 -
84" +701180 +71&30 +70/-1.3 +til-70 +80181.8 �
0 000
•744•LEfE• • • • •
• • • 04 O
• - - •
*000•• Design Pressure(pot)for Windowe Attached t0 a Vertical Frame Assembly Tube 111
• o Q
•• • •• •• •• Window Width LL
• •• under 29' • - 2515/18` 27-3l1' 30• 33.112' 35' 37' 8 LU ..OD
..00 LU ROD
ffi
• LIN. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group g C (L N
4,90041 1.6 D A A+7
C&D B A,C&D - A 8 C&D A 8 C&D 8 A,C&D 8 A,C&0 U) ?
• unde•23' +701-96 •4idA0 +701" ot70140 +70)-90 70/40 +70140 +70/40 +70140 +70140 +701.90 +70f-90 +70140 +70140 +70140 +70140 +70/-90 +70140 W > ,p Fes.•
8' +70740 +70190 + O+ 140 +70/-90 701-90 +70/40 +70/40 +701.90 +707-90 +70140 +701.90 +70/-90 +701.90 +70/-90 +70140- +70!40 +70140 = 0
Ei
+701-11.6 +7014ry +70140 +70181 70140 +70/40 +70140 +70140 +70140 +70140 +701-90 +70f-90 +70/-90 +70140 +70140 +70140 +70!40 (n Z
•
_V-0 - ••/87.3 +7EADt} •+16!•90 H-84.8 70140 +701-90 +701-90 +701.90 +70!$7.8 +70190 +701-90 +701-78.6 +70140 +70140 +70140 +101.88.9 +70/-90 _
V .3 +VII W+701-90 +1.81.4 +7W-90 +7(140 +70/-90 +M-w +70/83.2 +70/-90 +79-90 +70674.6 +701-90 +701.89.2 +701-W +70!84.3 +70/40 ul+1-45.8 +7#84.1 +10/40 +1-51.8 +TOI40 +70678.9 +70140 +701-88.8 +70f•70.2 +701-� +TO!-�.S +182.9 +70140 +701-75.2 +701$6.8 +701712 +70184.6 CL Z
/ .8 +701Z.T + -9.5 +/-09.3 +70!40 +701-72.3 +70140 +101.85.3 +/-88.8 +70/40 +70/-78.5 +1-58.9 +70!87.2 +70%71.8 +701.84 +f-7.8 +701-79.9 > Z w
FRAME O W U
70'MAX. ---1 ASSEMBLY E i `c'SLI v Q
i n
TUBE
TABLE 10:
WINOW
Design Pressure(ps1)lot WW40WS Attached 10 a H01kontai Frame AssemblyTube HEIGHT
HEIGHT ® p N n W
Window Width �' n N n
under 23' 2515118' 273!4• 30• - ...331/2' 35' 37' WINDOW FRAME ADDITIONAL o�x6' .r.
Anchor Anchor Anchor Anchor - HEIGHT
-ASSEMBLY WIDWINTH � ANCHOR =.m'N a
. Anchor Grotp Anchor Group Anchor Group j 1 (a),IF REQ.
x w o 0
Grote Group Group Group _I_.I.__ SEE SHEETS 1&4 FOR WINDOW ANgiCkt W>a x
AN AN All All 8 A,C&D A B C&D A 8 C&O 10•MAX. LOCATIONS AND QUANTITIES.SEE SHEET i ~
under 23• +70140 +70140 +70140 +70/40 +70%82.1 +M-90 +78690 +701-78.5 +701-90 +M-w +Ta-74.3 +70/40 T} �DRro NAL 3 FOR ANY ADDITIONAL ANCHORS 1 1
26.15/16' +101.90 +70140 +70190 +70140 +70/40 +70140 +701.88.8 +70!•90 +701.90 +70184 +70/40 +70140 1 ANCHOR REQUIRED FOR THE FRAME ASSEMBLY ��tYKI
383/8' +101-90 +70140 +10140 +70(40 +70140 +70/40 +70!•90 +70140 +70/40 +70!40 +76!40 +70140 (4),IF REQ. TUBE.
40' +70140 +70140 +70/40 +7W40 .+70/40 +7W40 +7000 +70140 +70140 +101.90 +70140 +70140 S,
WINDOW
'•�F� �%
50818' +701-90 +701-90 +70140 +7014D -+70140 +70140 +701,86 +7014D +701.90 +70140 +10140 4701.90 4WIDTH�+- • Q': '•.yY
80• +70140 +70140 +70140 +70140 +70140- +701.90 +701.8&6 +70186.6 +70/88.8 +70184.6 +70184.6 +701.84.8 = No.50705 ;
SEE SHEETS 1&4 FOR 01940001 ANCHOR63• +70/40 +70140 +70140 +70140 1 +70187.2 +70187.2 +70184 +70f84 +70184 +701.79.8 +701-79.9 +701-79.9 LOCATIONS AND QUANTITIES.SEE SHEET (Y
7Z. 0170140 +70140 +70/.88.5 +701-65 +801 70. +g0/70 +6W89.4 +60189.4 +80189.4 +80387.8 +60187.6 +60187.8 3 FOR ANY ADDITIONAL ANCHORS �'t) j�'J 3 711 j
76' +701.90 +701.90 +70188.3 +701-7&7 +00187.2 +601.67.2 +60/852 +8W-85.2 +6W85.2 +W43.3 +2-63.3 +60183.3 REQUIRED FOR THE FRAME ASSEMBLY ST TE OF yW�
84• +70140 +70140 +7018!.3 +60/70 +80181.8 +80181.8 TUBE.
ONO-
NOTES:
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A.LYNN MILLER,P.E.
P.E.p58705
FOR GLASS TYPES:
TABLE 17:
Design Pressure(psQ for Single Windows,All Anchor 6)7/8"LAML IG:(3(16"AN-1/4"AIR-3116"AN-.090"SGP-3116"AN) 4pp+nvcd nr coat h",sith the
a 1'lnrkt"tiak8n Cak
Window Width 8)778"LAML IG:(3/16"�`-154"AIR-3716"AN-.090"'SGP-3716"AN) �tA�,-e;
under 23' 25.15(18' 27-314• 30• 33-t/2' 35' 37' all-ml D�p'Ae Product Cea1
under 23' +94.130 4901-130 +901-130 +901-130 +90%130 +901-13o 4W-130 �. - By, </
25.15158' +9D)-130 +M.130 +901430 +901-130 +901-130 x901.130 +90/•130 :.^5
38318' +901.130 4901-130 +W.130 +901-130 +90!•130 +901-130 +90/-130 WINDOW -
48' +901-130 +94.530 +901-130 +901-130 +901-130 +901.130 +901-130 HEIGHT -
i 50518' +901430 +94430 +901.130 +901-130 +906130 +901-130 +90!430 1 a
80' +901-130 +901-130 +901-130 +901-130 +901-130 +94.130 +90/-130 1- -
83 +901.130 +901-130 +901.130 +94.130 +901.130 +901-130 +901-130 -4 WINDOW
WIDTH
72' +94.130 +906130 +9IN-130 *901-f 30 +94-130 +84-124.6 +1)4-115.7 p
75' +80l0t30 0+4.130 194-530 t9d-130 rg4-128.2 +80611&T 4901-149.5
SEE SHEETS-1&4 FORUl
84' t90M30 +901.130 +9IN-130 +94.530 +901-ft&4 WINDOW ANCHOR r'
LOGATION3 AND QUANTITIES:
X000•• • • • c 06 aU
• • 0000•• • • K Z p�
0.000• 0 • • •
T LE 1S: 0000•• _ _ _ -- N O
• •••• • •• •• •• Design Pressure(psti for Windows Attached to a Vertical Frame Assembly Tube - r
• ••• • 000000 y� Window Width u
h j a v0
is • under 23" 2515118" 27-314' 30" 331!2' - 35" 37" o o® d Q H
• • w •Anchor Gro•p • Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Cep
0 • A B D A B C&D B A,C&D A B C&D A 8 C&D 8 -A,C&D A B C&D LIJ bh
•
0 undo{23 470190• +74-90 -JD"a•ii4-90 +701-90 +701.90 +701-90 +701-90 +7&•90 +74.90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90' -+741-90 +701-90 +701-90 = 0 �Z
15/18" +7 74-,90 +701.90 + +74.90 174-90 +74-90 +74-90 +701-90 1701.00 +701-90 +70130 +701•90 +70-90 +74.90 +74.90 +701-911 +7+701-90 +7490 174.90 +74.90 � - Zy
• 25 +70-90 +701-90 +701-90 +701-90 +701-90 470190 +701-90- +701-90 +701- +70!90 >
38355" r7Qj90• +7th-71.6 *4 +701-91) +705-8t +74.90 +7490 +74-95! +701.90 -+70!•90 90
Lu
48' +70A7St- 01.57.3 +}01.90 •+74-90 +164.8 +701-90 +701-90 4101.90 +701-90 +74.90 +70(.87.8 174.90 *701.90 +74.90 +701-90 +74-90 +14.90 .+701.90 +701.88.9 +701.90
-:.-_.. _ _.__- +761
0 ,j18" +1$9.1• �t-54.3 + 4.90 +1.81.4 +701-90 +701.90 +70l-90 +701-� +T4-� +74$3.2 17490 +70190 +TIN-90 +701-90 474-89.2 +74-90 90 +101.84.3 +701.90 d Z
-81 2 .__. _ +74.752 +701-90 �+701-90 +7d-71.2 +70f-90 LU
Ei0" H-l8.5 +N0.5.8 rTIN•B4.7 +74-9D H6t.8 +7491.2 +74.90 +701.75.9 +701-90 +TO/-89.8 +74-70.2 +74-90 +J4-80.3 +74-78.8 +74-90 Q �
+1.43.8 +7IN•8D.7 +701-89.5 +)-49.3 +701-77.3 +74.00 4701-72.3- +101-90 +701-&5.3 +166.9 +701.90 +701.76.5 +701.74.9 +701.90 +74.71.6 +74-9D +74.8&5 +1.87.8 +705-90 y (n o LU o Q
O 4 wU
$ Q: UW xQ •g
FRAME �` ^7 ou o 1=U y
iG'MAX. --►j __ ASSEMBLY
TUBE
TABLE 19: - ro
®. � + N
Deagn Pressure(psQ for Windows Attached to a Horizontal Frame Assembly Tube 7- WINDOW
Window Width t} HEIGHT
WINDOW FRAME 11 0
4 xt`'
under 23' 25.15116" 27.314• 30' 33111' 35' 37" HEIGHT ASSEMBLY '� - / r o m_N
F1Anchor Anchor Anchor Anchor Anchor Anchor Anchw G Anchor Gr TUBE ,. wit400W ADDITIONAL J F w d 0 0
Group Group Group Group Group Group - WIDTH o>o-z-
A8 A8 All All B A•C&D A B C&D A 8 C&D t0' (4);IF REO.
SEE SHEETS 1&4 FOR WINDOW ANCHOR z 0
under 23' +70!.90 +74.90 +70140 +701.90 4701.82.1 +701.90 +70140 +701.96.5 +701.90 +70140 +701.74.3 +701.90 F ADDITIONAL LOCATANCHORIONS AND QUANTITIES.SEE SHEET 11 I 1 1 1
25.15118' 474.90 +74.90 x74.90 +74.90 +74-90 +74.90 +74.8&8 1707-0 +701.90 +74.84 474.90 +74.90 ( EQ. 3 FOR ANY ADDITIONAL AS1Qt{ORB �� y LYNN A114"1,,
4 REQUIRED FOR THE FRAME ASSEMBLY
r4o,
3/8' +70140 +701.90 +70F40 +7IN4 0 +701.90 +70140 +701.90 +7040 +701.90 +70690 +70140 +701'90 - j `���QN..•••......
(�.
p •'�\CENSE '•.'P
+74-90 +701.90 +74-90 +74.90 +701410 +701.90 +70540 +74.80 +7014)0 +74-90 +701430 +74430 I WINDOW{ ��' `� �'
518" +70140 +74.90 +70140 +74.90 +70140 +701.90 +701.90 +701-90 +74.90 +70f-W +701-90 +701-90 �'1 WIC '*
047490 +74-W +74-90 +701.99 +701-0 +74.90 +701.90 +T4-0 +70190 +701.90 +701-90 +701.90 SEE SHEETS I&4 FOR WINDOW ANCHORN0.58705LOCATIONS AND QUANTITIES.SEE SHEET3' +74•� +74.90 +74.90 174.90 +74.90 +74.80 +74.90 +IIN90 +701-90 +T4-0 +74.90 +74.90 3 FOR ANY A�ITIONAL ANCHORS 2' +701-41 +701.90 +74.90 +701.90 +74-90 +701.91) +701.90 +70!•90 +74.90 +7IN•90 +74.90 +7d•90 REQUIRED FOR THE FRAME ASSEMBLY 31IN I3 !1!F
G 174.90 +70140 +70PW +7000 +70140 +74.90 +701.90 +70140 +701-90 +701.90 +74-90 +70140 TUBE. STATE OF ��1`
54' +70140 +701-90 +74-90 +7 +7014D -701.90 �•'•.FCOR10p;••'`Cj�
NOTES / JONA1- `
t)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.L'rNN MILLER,P.E.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P."58705
TABLE 20:
Item Dwg.# Description Material ASSEMBLY DETAILS ,062, 1.124'r
1 7002 Main Frame Head,Sill&lamb 6063-TS Alum: NOM. 434'
2 7073 Anchor Plate 6065-T6 Alum.
ALL DETAILS SHOWN FROM THE INTERIOR 2 919 125,
3 7003 Sash Top,Bottom&Side Rail 6D63-T6 Alum 062° 2.701'
4 7008 Frame Corner Key Steal 1 .439" NOM.
5 7009 Sash Corner Key Steel 3 l@f
6 7078 Frame Gasket Vinyl Foam �-. 2.784" 1.158 -
.062"
7 7072 Sash Comer Gasket Vinyl Foam 111 2.139'
8 7070 Bulb Weatherstri .187"x.275" Flex PVC 70 093^
10 7024 Maxim Multi-Point Lodz steelSASH FRAME HEAD, 3 SASH TOP, 71 FRAME
11 7026 lock Support Plate Steel O SILL&JAMB O BOTTOM&SIDE ASSEMBLY TUBE
12 7014 Multi-Lock Kee #7002
Keeper Steer As REQUIRED PER CORNERS - - 60 -..__
TABLE 3,SHEET 4 2 ,6063-T8 #7003;8083 T6 #7004,6063-T6
13 7013 Tle&r Gt" Nylon 1
14 1 Z015 TletUlsse2mly Steel or SS 1366
•1G •1028 Maxim d Operator,ViN<%?,V' c Steel 2.203'
16 �U27 Ma i O erator�NW>24'• Steel d I -:040' ---� - 1.000°
p p Q
ii •1030 O ertw Gaslet • • Vinyl Foam �'�1'fit"
7031 Operat Badd Plate Steel 7 0s5` J 423" --] � •
el9 7051 Operator acerBlock Nylon 3 FIXED
2 St Sr a steel ANCHOR PLATE SCREEN FRAME ADDON FLANGE
90 •0033 O fr Trft&Slider 110011 • Steel 2 60 70
3 Ere (Hea Duty) Truth Steel' t #7071,6083 T6 #7008,BOt33-T6 #134,60B&76
23 7050 E tlss Hinge/Washable 0 Mom^ Truth Steal
Snub er, n t-blowout Cit Steel
31 • Dura SL41 Spacer •••••• Steal 050` I7�06'fI-.-J I
d3 Se "ng 32"x3/ " - EPDM I ,060•
033 1714 Set! lock 43132"x 7/16!'x 1- 4" EPDM 865' .8%•
7036 Lami ad 60113-T6 Alum 6 !
•9042 LamillW#0 • • 6063.76 Alum 1
37 7059 Latni 6083-76 Alum 35 BEAD B BEAD—C
M 3224 Vinyl Bulb Wet Thick Flex PVC 70
36
39 1225 Vinyl Bulb Wst Thin Flex PVC 70 #7038,8063-76 #7042,6063-T6
A Dow MSIHcon Backbedding INTERIOR -
ED 1 7006 Screen Frame 3105-H14 Alum
63 7040 Screen Corner Ke Polypropolerta 172•
6
62 Screen Cloth Fiberglass (�
63 1635 Screen Spline EM.PVC v �4� A70'_,.J[- 050,
64 320 Screen Spring Stainless Steel
70 134 Add-on Flange 606346 Alum FRAME - i E"— •
71 7004 Frame Ass Tube 6063-T6 Alum. 37 BEAD O
80 #8-32x 1/2"Ph.Pn.Mach.Scr7YPE 8 Stainless Steel CORNERS #7059,6063-T6 4pproved er wasptylx8 waA t6c
81 1157 #8X1/2 Ph.Pn.SMS Stainless Steal Fronde Batdl Cody
82 #8 x S/8"FI.Ph.SMS Stainless SteelI Date }�t
83 #8 x 7 8 FL Ph.SMS Stainless Steel s Reused 8. Dere: rJOAx
-- - —/ \ LYNN vii �" Rawsion: _ Mjawl Dnde art C4gtroi
84 #8x 1'FL Ph.TEK Stainless Steal ��`�pN ..• M�(!
85 #8x V Quad Pn SMS Stainless Steel .`�\ • \\OENSF Y By ti z
86 #S X 1-1/2"Quad Pn SMS Stainless Steal
•`. Q' i Revised Ry: Dote Rewsion: ,
87 1#10 x 1/2"Ph.Pn./TEK Stainless Steel * No,58705 (,
89 41044 x 9/16"Ph.Pn.TYPE F Stainless Steel (( v_ 43 W-pt;_ Drown By:
90 #1zx1"Ph.Pn.tEK Stainless St" 3 1 BOM AND CORNER VIEWS J ROSOWSKI
STATE OF <t/:
�iO'��•• F(OR10P.•'G,� 1070
N�VFN{CF,OFOG34OR5 E � Titfe: _ Date:
P.O. sox Is 4 CASEMENT WINDOW DETAILS-LM&SM 08/08/12
t/ill�NA,-t++v NOKOMIS, FL 34274 Series/1Aodelr Score: Sheet: rHowinq M1b. Rev
A.a`�,1�tltER,P.E. CERT. OF AtAH. X29296 CA-740 NTS. 10 OF 10 MD-CA740-LM
P.E.d 5$70$
IVE -VET-Dj
} -- 6 2015
CUPY
[BY:
MIAMI•DADE MIAMI—DADECOUNTY,FLORIDA
i PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315---2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) + 4�;.m���,r�tae.gntferc�r�cartiv
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 RER-
Product
ERProduct 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.
RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"PW-701/720/820"Aluminum Fixed Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-720-820, titled "Series Fixed Window Installation
Guidelines",sheets 01 through 10 of 10,dated 07/14/03 with the latest revision dated 07/01/13, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product
Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami-
Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
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.
REVISION 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 ally portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this.ttitice NOA shall be:pardvrded to the user by the manufacturer or its
distributors and shall be available far ins�ee io31 j tfie'ej siteat the request of the Building Official.
This NOA revises.and renews NOA"a. It-111"0.15 alid'Consists of this,page 1 and evidence pages E°1
and E 2,as well as approval document mentioned above.
The submitted documentation was rowewcd 6y Jaime D.Gascon,P.E.
• % • • • • • •
••• ••• '•• NOA No. 13-0502.03
MIAMI•DADECOUNTY
o , �»� Expiration Date: February 19,2019
`' � •:• Approval Date: July18,2013
. ... Page I
PGT Industries
NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines",
sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13,
prepared by manufacturer, 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 2411.3.2.1, and TAS 202.-94
along with marked-up drawings and installation diagram of aluminum fixed window,
prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7212, dated
03/21/13, signed and sealed by Marlin D. Brinson,P. E.
2. 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 242-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram,of aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc.,,Test Reports No.'.s FTI -3835 and
FTL--3850,dated 07/18 and 31/03,all'signed and sealed by Joseph C. Chan;P.E.
(Subinitted under previous NOA No. 03-1105.0X)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
prepared by manufacture, date&04/29/13, signed and sealed by Anthony L. Miller,
P. E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami---Dade Department of Regulatory and Economic Resources(RER).
! •C 3"'
*0 000 0
. • • •0. 0• • • • .— Jaime A Gase0 ,P.E.
• •• •. • • • • •,: Product Control Section Supervisor
000 0NOA No.13-0502.03
Expiration Date: February 19,2019
... . ••. Approval Date: July18,2013
• •
•.. E -1• •
.. .. . • . •. ••
s '
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc.
for their"DuPont Butaciteg PVB Interlayer"dated 04/11/13,expiring on 12/11/16.
2. 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.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property--------Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and.Therinoplastic Elastomers of 143 ib/in.
F. STATEMENTS
1. Statement letter of conformance, complying with. FBC-2010, issued by manufacture,
dated 04/29/13, signed and sealed by Anthony Lynn Miller,P. E.
2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed.
and sealed by Anthony Lynn Miller,P.E.
3. Laboratory compliance letter for Test Report No. FT-1,7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson,P.E.
4. Proposal issued by Product Control,dated 07/26/12, signed by Jaime D. Gascon,P.E.
5. Laboratory compliance letter,for Test Reports No.'s FTL-3835and FTL-3850, dated
07/18 and 31/03,all signed and sealed by Joseph C. Chan,P. E.
(S'ubiiiitteti under-previotts NOA No. 03-.X105.01)
G. OTHERS
1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW
701 Aluminum Fixed .Window L.M.I." approved on 02/02/12 and, expiring on .
02/19/14.
• •. • • • • • • • . • Jaime D.Gascolhp:f..
•• •• • •• • Product Control Section Supervisor
NOA No. 13-0502.03
Expiration Date: February 19,2019
•.• ... Approval Date: July18,2013
•
••• E•--2• •
GENERAL NOTES:SERIES 7201820 - DESIGN PRESSURE RATING IMPACT RATING
IMPACT-RESISTANT FIXED WINDOW -—
VARtE3, RATED FOR LARGE&SMALL
1)THIS PRODUCT HAS BEEN DESIGNED S TESTED TO SEE SHEETS 2.5 Ml5SILE IMPACT RESISTANCE
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA _
BUILDING CODE,INCLUDING THE HIGH VELOCITY _ 48'TIP-TO-TIP WIDTH -�--
-HURRICANE ZONE(HVHZ). - - -- Ir"- 47"BUCK WIDTH -► 48"BUCK W1DTH --- 48"BUCK WIDTH -
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-114'VISIBLE __ - 45.1/4"VISIBLE 45.1/4'VISIBLE -
LIGHT WIDTH
WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS - � LIGHT WIDTH LIGHT WIDTH - PRODUCT RCNIiWBD
INSTALLATIONS ABOVE 30'!N THE HVHZ,THE OUTBOARD 8'MAX. .,.J -_- 6'MAX. 2'MAX. as aomplyft with Iha Fior[da
B SHEETS - -�O,SHEET 7 _,,,.F,SHEETS Bufldin8 Code
LITE(CAP)MUST TEMPERED. - _ .. - I - ... N,SHEET 9 _ _ A No'eC�
,--- - --- - --------- Date
3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY, i
USE ONLY MIAMI DADE COUNTY APPROVED MASONRY
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS - - M aarl Daft P,a4kt
WERE SOUTHERN PINE,ASTM.C90 CONCRETE MASONRY A - :- I ._ ...A C - C E,SHEET 8 I E,SHEET S
UNITS AND CONCRETE WITH MIN.KSI PIR ANCHOR TYPE. SHEETS SHEET 8 t BUCK 'SHEET.7 - SHEET 7 93 G,SHEET S G, HEFT 9 -
4}ALL WOOD BUCKSLES$THAN 1-0/2"'THK:KN2E TO BE �- HEIGHT I BUCK -
CONSIDERED IXINSTALLATIONS.1XWOODSUCKSARE' "-'- - - L HEIGHT J
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 92-1/4
92-1/4' I_..-_.....—..—__._ T�------- 93.1/-0" a
WOOD BUCKS DEPICTED AS 2X ARE 1-1/Y THICK OR 12°MAX• VISIBLE 12 MAX. � /' 93.1/4" ( / VISIBLE
'
GREATER.IX AND 2X WJtKS("N USED)SHALL B€ 0 G ,I LIGHT O.C. I _ 1 VISIBLE 5'MAX. v
DESIGNED TO PROPERLI TRRNSFEA LQADS THE ---' -- /�' HEIGHT '7t'- ' LIGHT //I HEIGHT a
ST LtCjiU ODBUCktNIGT4AND.INSTA AT:9I1• i J 98' I-_- j >/ HEIGHT - I % 96' M
TH RLSPv BILITY OF THE ENGI�ER,(EOR Wt • ! .TIP-TO --- - -- �.BUCK a y -•"a8
ARCHITECT OF RECOBD�, �•• L TIP I - HEIGHT _ ` �-
•••• • • • • • .. HEIGHT _ , Of Q O
6)ANCHOR EMBEDMENT TO BASE MATERIAL SKALPRE • I i _" I' ._ I tN. a� s1a0 O cV
BEYONM WALL DRESSING ORIBTUCCO.USE A*It" ( - - I 1 - - aQ
_ SUFFICIENT EMBEDMENT.NARROW JOINT$EA A iS g8jD �- 1 1. � � 1 - o N
ON•AILtsdNItORNERS FTy,,•��- E.INST'LTTf. .. I —_ -_ I-__ :._.___.... _I ....._._ __ 1{ _ c) LU cV
ANCF 2 $[iQUtD BE E �L .9i' ._. .__._ O...i to J (0 Z
'ppFF 11fNVt�a`` SLAA:l4i1yyy •••••• i ! F,SHEET 8 m e1N n
SE t, - INC S 7 F WATER RESISTANCE OF g•_ .B_ )► 12"MAX.O.G. 6' 1--r-D-�^{ I-'4— tY MAX.O.C: --.- S LL - •- W g
INS/d;,VjQtjSHA1.L BE D�"40THERS AND W SWOND MAX• -SHEETS MAX. 2'MA)L H,SHEETS to p
THE SCOPE OF THESE BvSTRUCT10115. • • SHEET 7 _ 5"MAX.O.C. LLUt U oho - •oN
• • •••• •••• Fa mO '0 O afw
6}npK sethlMggRE RE_*e*gTEAGNgNGHa� TYP.FLANGED FRAME TYP EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION_ h� o�c Z z p
LOS,ATION WFIERE THE PR01RIG7 IS NOT FLUSRI • ELEVATION(TESTED UNIT EtEVA7IOTESTED UNI U. - jT'ESTED UUNIT] o Z a.2 O O
SUBSTRAyE IISE SHIMS�^APAI OF TRAN3F •• F- Q O
AP 3,WOOD nvC jS. I f TH£RS,MUST g W 0
SUF jNTLYANCHOR 4 REj TLOADStWPOSWoPN FIGURE I: 1-1\ J
THEP`BY THE WINDOW:. • • • tY O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK - � W
0*****
••••• ••• •. • '. GUIDE TO SHEETS . MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5.. U) a5 faay5
7)DESIGN PRESSURES • • GENERAL NOTES 1 j��l ANCHOR SPACING TO BE W MAX,FROM CORNERS AND 12'O.C,MAX.FOR ALL CURVED FRAME ® q± Z
A.NEGATIVE DESIGN LOA(9!",%&fD ON STRUCTURAL/CYCLE ELEVATIONS .....1 J `� MEMBERS,SEE FIGURE 1.THIS SHEET. 3T W r
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS... - 2-5 / 3O ~O Z
E13M09. DESIGN PRESSURES 2.5 1Y O.C. __ -_- Q Z apaS
B.POSITIVE DESIGN t.0A0S BASED ON WATER TEST INSTALLATION,FLANGE 8 MAX: r_ ""—'WIDTH---- -►{ }•"-WIDTH--+-I - q
T ..-- ---- _I. ----'--- T
PRESSURE STRUCTURAL/CYCLE TEST PRESSURE,FRAME -INSTALLATION,EQUAL-LEG
7. I T r , T i r T r-_ , O J nolo
ANALYSIS AND GLASS PER ASTM E1300-09 INSTALLATION,INT.FIN A. ( I'— DTH �{ WIDTH -►I Q h
. INSTALLATION.INT,FIN 8 8
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY 10 6, _ ' I i- I i I i' I O X � D•CL
= DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES - 10 j ({ j
. 10MAXalff7 •area auas
TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3,5 STRESS . PARTS LIST - -- --- - -- - - -- .-.-
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS •••-••• ••"••- -
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR - - - 1-- WIDTH------I )+--WIDTH--) I+-WIDTH+{ )•-WIDTH --{
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT. TABLE 1: D
r— 7COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS �'pa SheatSHALL MEET THE REQUIREMENTS OF THE FLORIDA -# Dtacriptinn #BUILDING CODE FOR CORROSIONRESISTANCE. - T--7/18"Lami(3N8'An-.090'PV6-3118"HS- - - 2 0 i�u2 7/10'Laml3116'HS-.090'PVS-3118'HS) 2 1=1 - 211 =11 ! _ _'><C� No,587B)REFERENCES:TEST REPORTS F7L-3835,3850 87212; 3 !-!/18"Laml.IG 16'7-7/18"Ale-3118"An--.090"PVB-1l?8'HS ..3 ,L. _ a... 1 _- _..J a..L_ _1
PLCO ULTRACON NOA;ELCO CRETEFLEX NOA,ANSNAF&PA 4 14118"Lam!.IG 3116'T•7118"Air-3+18'HS-.090"PVB.311(r HS 3 - - - a=
NDS FOR WOOD CONSTRUCTION-(2005)AND AOM - '1`{J� `
b- 7/16'Laml IVAn•.09WSr.-31IWAn 4 f'F-----WITH-'-"'--'-I �- WIDTH WIDTH WIDTH ,"O `• )�
- ALUMINUM DESIGN MANUAL•200b.. T�- -----— -� •T- T.- - 1 r-v- ;� • STAT
( ) 6 7118"Lamf 3/18"H3-.090"80.3118"H3 4 1 -._ I- __.— ,T.1.. _ —-i I- ---- bF
10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 7 1-1116"Lami.IG(9116'T-7/i6'Ah-3116'An 090"SG•YIS An) 1 5 ' i t��'.,PLOR10P'''
SERIES USES AN SG INTERLAYER,THE 720 AND 820 SERIES 8 1.1!18"Lamf.IO(3116"T-7/16"Alf.3118"HS 090'SG-319,8 H.+T 5 _ t7 - �b I c7 0 4 c� /����S'cS11••••.•L .`�\\
MAYALSO BE REFERRED AS THE 701 SERIES. -SO' 'DUPONT*SENTRYGLAS INTERLAYER-BY Ei.DUPONT
DENEMOURS&CO:;INC. A.LYNN MILLER,P.E.
P.E.N59705
TABLE 2:
Window Design Preasure(+I.,psf)for Glass Type 1
an9 Side to - 7/16'LAMINATED
67-118 72 1 70E-I-79,8
84 Be 92 96 100 : 104 109-1/2 GLASS STACK
30 +1-80- +1.80 +/90 +140 +140 +/-e0 'Ito +1-80 +1-80.. +ISO .
32 +1.80 +1-80 +1-80 "#ISO -+1.80 .1-8p +G80 +I-80 - t1-80� +1-80 .090'PVS INTERLAYER - -
34 -1-80 U-80 +/-80 +IAO +1-$0 +1-80 +!•80 +1-80 +/-79.8 +679.4 - - -
3B +680 -#680. +1.80 +180 +l-80 7!727 +1-77.2..- +175.1 "d-73.4 -1722 • -3116`HEAT STRENGTHENED GLASS
38 . N-80 ii-8o +1-80 +t80 +(.78.1 +1-75.2 71-725 +670.3- +188.5 7$8.3 3!)8°ANNEALED GLASS-` as complying
omp ingwlOa"F
40 - +1.80 ./-80 +/•80 +1.77.2 +1-74.3 +1-71.3 +1.67.9 +185.1.. +183.4 +181:8 _ Q r uijdi gCode _
11
42 - +!•80 -- +1.80 +180 +17. +1-71-3 +l 2 +/.84.7 +187.6 +1-598 1-58.2A44 +f-80 H-80 +178.9 +/-72.1- +1-68.9 +1$5.6 -1-6Z2 +1-59.7 +1-57.5 USED AT CURVED -_-- 6a iretioa i
46 +7.80 +/-80 +1.77.2 +1.73.8
+1.70.1 +666.8 +/-83.5 +1603 +157.7 .; FRAME MEMBERS ONLY 29 5/8' LONG SME
m 11-718'O.C.MAX, _ BY J'. -
S 48 +140 H-79.3 +f-75.8 +/-71.9 -s1.68.3 +184.9 +181.5 +/58:2 - GLASS SITE } {e- educt C
N _-----` ._.. ---_..._ Mtwnt Daade Product Conaul'�
50 +l e0. +t-77.5 +7.74.1 +/-70.3 N-88.7 +f-63.1 +159.7- - 1.3
52- 1-794 +/.756 11-12A 1,60.8 --7/73.-1 +1.61.5
to 54 -H-77.4 +t-73.8 0-TO-5 +1-67.3 +1$3.5 EXTE SSIDE IiI,"
HORT
56 H•758 +1-72. +768.6 +/-65.3- �L, 20 13
58 +1-74.2 +1.10.3 +/86.$
60 q-727 +1.68.7 +/-65 - --_ -^_ ---
62 4671.2 -1-67.1 GLASS TYPE 1
-
64 +J49.7 f-W. - _ _ �+- LONG SIDE -
66 '14181 It
407•7!8 6+197 1 ••• • • _ --- ------- �--
NOT&P•••• • SHORT
1)�L)�DIMENSIONS SHOntt�F!! �4NGED WINaOWS SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
- SIDE •<
2).F�2.41ZFy5 'T SHOWN </N TO THENjO(i AVAII,{k9LE SHORT OR LONG DIMENSION. a
3)FOTOO C ITECTURAL WINDOWS,FIND THE SWNLt*.$T W WIDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN: _� _� o
• -
•••••• • •• •• •• TABLE DIMENSIONS MAYBE ®tai
• • • • • ORIENTED VERTICALLY OR O
LL �j $ Z A0
••••• ••• • ••• •• - HORIZONTALLY AS SHOWN. Z W b U- m M
♦•••• ••�• •••• U Ui W
X- s
• • • • UZ mQ Y Z) VN
TA8 3: ��----- •••• woos 9M0
• • r Wkial7iisedgll Pressure(+1--,psf)for Glass Type 3 ' r o
oZ (LZ p U)
••.•• _•.,•- Lmg Lu LL
de 0n} . . 1-1N8"NOM. , - s~{ O
-718 76 84 88 92 96 tOD 104 -109-1/2 -'-""" 7196'LAMINATED _ - - ,-" J
*180 eK$i +140 •+780• -+180 +/-80 +/-80- +/-60 +1910 71.80 -*1•80 GLASS STACK -+-{ GLASS STACK N
�2 - +1-80 +1.80 +/e0 •+I--80 •+180 +7.80 +1-80 _ +1-80 71.80 +140 +190 t` 3716'HEAT -
•e40 so 61-80 +/40 SO +180 +1-80- +180 +180 +1-80 +1-80 +/40 STRENGTHENED G.tASS. SHORTLo'
'Fi W Saa45
36 +7-80 +- +1-80 "+I-80 - +68o +190 +1.80 +I-80 *! .+1-80 +1.80 3/16'TEMPERED GLASS • SIDE 2 d'
38 +/80 -Tau +1-80 +(.80 _ +140. +1-80 +1-9) +i.e0; +179.4 4-76.4 +1-74.3 __-g)46'ANNEALED GU1SS `. ,__ ._ -- }0 Z
40 +140 +/.80. +140 +ISO +140, +1.80. +140 +1-78.7. +673.5 0/:70.9 +189 7/16'AIR SPACE _..090•PVB_ �T[ �. O.
42 +140 +1-80 +/-80 +180 +140 0-80 +1.77 +1-731 .*1109.6 4.66.9 ".-1-65-2 - 19 - INTERLAYER I < Z'. a elo
44 +/-80 .1.80 +/-80 4-80 +180 +1-77.8 +1-74.1 +/-70.3 +787:5 +193.9 ' -
c 48 - ;1:80 _ +/40 7140 +1-80 +1-79.2 +1-754 +/-71.7 +l-68.1- +1859 F/
O o0
5 LONG C748 +1-80' +1.80 +/40 +140 +1.77 2 +/-733 71695 +/958 USED AT CURVED SIDEV -
50 +/-80 71-80 +680 +/79.4 +1753 1-713 +1-67.5 FRAME MEMBERS ONLY 29 GLASS$ITE W as
52.. +1'•80 - +1.80 +/40 +6773 -+1.73.5 +/-69.5 . .. .(1�11-718'O.C.MAR. TL -p
54 .+140 +180_ +1.79.8 4-76 +4-718
56 .. +1.80
58 ♦l-80 +179.4 +/-75.4. - ..W EXTERIOR -
00. - +1-80 +/-77.6 +t-73.5 - 4 22
C �....:-
LYNN
_ 310E ""E
62
+l-75.. - S
-78. +!T484NSE ill{Ci,iQi
66 +6772 GLASS TYPES
07-718 +1-74.9 R No.58705
NOTES: * =
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT.OR LONG DIMENSION. - •, -7 hs i 5 w
3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. - , - C) STAQ 9F 4/�
�40RIO".•'
NAX \a
A.LYNN MILLER,P.E.
RE158705
TABLE 4[ ._-... -
Window Design Pressure(+f-,pso for Glass Types 2&4
Long Side(m) - _ -_
87-7t8 72 76 80 '--84 ---00---- 96 100 - Od 1LW - 1112 116 -120 124 -- 128 132 13B 140
30 +1.80 1 +/-80 +1-80 +1-80 - +1.80 +1.60 +1$0 4/-80 0$0 +1-80 1 +1-80 +1.80 +1-80 +l$0 +1-80 +/$0 +7.80 +680_ +1-80 0-80 -
+1.80 +1.80 +!$0 +1-80 +/-80 +/$0 +b +!$0 +l•80 +1$0 +1.80 +1-80 +1.80 +/-80 +i-80 +1-80 �--H$3 +680 -
---- -------- ------._.......-7-9-
.
34 +1.80- +11$0 l +1$0 +1-80 H-80 +1-80 0/-80 +/$0-- '+190 +t-80 N$0- +1.80 +/4D +/-80 +1.80 +/-80 -
36 +1-84 +1$0 a!-fXt +1-80 +l-80 +J-80 +/-80 +180 +7-80 +/$0 +1-80 +l•80 +1-80 +680 +1-80 +I90 k1d.
CT RBNE'\!'ED
38 +l-80 +i-80 _ _
+/-80 +1-80 +/-80 +l-80 1-80 +l-�. 41.80 +l$0 +1-80 H90 +1-80 +I.f10 )Y `y'�
..._..
H-80 ---+TTO— :L80 -71]60— 7-80 '�'+1�'80 - +!•80 +/•80'� +7-80 +J•80 -� - - -- ----J �
We RMUk
a
42 +/$D 41-80 +1.80 +1-80 +1-80 +1.80 +1-80 44 +1-80 H-80 +1$0 +i-80 «1-80 +f-80 +1.80 rt-80 +1-80 +1•B0� 46 -1-80 +J-80 N$0 +1-80 4.80 +7-80 +1-80 +180 y$048 +680 +180 +l-80 +790 .1.80 +180... +680 +1.80 .----- P+oAac4
50 +f-80 I +/•80 +1.80 +1$0 +/-80 +f-80 +680 --- �.
'
52 +1-80 41$0 "+1-80 +19
ur
54 +1.80 +1-80 +/-80 +1-80 +/-78.6
66 +l-80 4/.80 +1-80 +1.79.1
58 +t.80 +I-go :7-40— v
z
- 80 _+/-80 +1$0-_-- +1-79.3
64 +140 0
• • 18 +1.80
• U7 a 7.217.21NOTES: •••�•• to
-•41"W 4D[MENSIONSISHOWNPFOR FLANGED WINEWWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. _ Q O 7
42)FOR SIZES NOT SHOWN,ROUND UP TO THE NEX*AVAILABLE SHORT OR LONG DIMENSION. - - - U) p
tFOR ARCHITECTURA!WINDOWS.Ff)JdiAL4$!vMEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WTHIN. - N n a1W O eN.,
...... •• •. •• O A w 04
• • • • • J q N
••••i ••• • ♦••••• Z.ii +NLL g J Ag O.
• • W
• • • • W U O 0 roN
• • •••• •••• oZ fD0 a Stla
•••s•• 1-1lt6'NOM. _ TABLE DIMENSIONS MAYBE ISI _
• • • •••••• GLASS STACK ORIENTED VERTICALLY OR > .O Z cN o
7118'LAMINATEb 7/16'tAMINATEQ o O
••••••. • 6*r STACK*e 0•Y -- I GLASS STACK HORIZONTALLY AS SHOWN. .-Z 0-Z P w W
• • • • 3116'HEAT STRENGTHENED GLASS - - LONG g J O
•
000 • • .090'PVS INTERLAYER 3118"TEMPERED GLASS • SIDE in M
• • _3/10'HEAT + -3116'HEAT STRENGTHENED GLASS �..__. LONG SIDE ta-
•• ?3f18'HEAT SJRE!!NGTMEYED GLASS • -•090'PVB INTERLAYER _`\ ® i Z W )nays
STRENGTHENED GLASS 7116'AIR SPACE
p? IX
11 # F
•• tt SHORT \ N
3 SIDE O Z
M USED AT CURVED - - -- ----- _ - p W
USED AT CURVED - ++ SHORT I - �¢ EL aro�s
PF:AME MEMBERS ONLY Cg 5t8" - 518' .1_--. _._. _...-_ --� t'�---
FRAME MEMBERS ONLY 29 - �� �� � --- SIDE u. � b.
GLASS SITE @ 14718-D.C.MAX. GLASS BITE
13 7-3 OF Z ~O
- -- O U
EXTERIOR EXTERIOR .. - - �-- LONGSiDE -.-►•{ --- LL C3 , ,
l g X w as
a20 13 �] 22 - 21 13 - a/Lt 'ose4 saves
GLASS TYPE 2 GLASS TYPE 4 SHORT � � LONG `t11111 n 1 f 111SIDE1
SIDE \��� �1V LYNN 4f,
ENSe
-�- _� �• No.58705
SHORT L. - '. a-
SIDE ,'Cl 2 CU-
t'A C
1/1lfrif�ft��,
A.LYNN MILLER,P.E.
P.E•#68705
TABLE 5:
Window Design Pressure(+1•,psf)for Glass Type 5
SiJ - 7/18'LAMINATED
84 - LongLongSSide On) 92 98 100 104 109-2G2 GLASS STACK
111
30 4911-125.4 +901.120 +901.115.5 +90'-1115 +901-108.5 +901-106 +901.104.5 +901.103.5 +911.902.5 +901.100.7 +90/-97.9 0QV'SG INTERLAYER -
32 +901-116.9 +0.110.8 +901-105.3 +90'-1010 901-987 +90)-95.7 +901-92.3 +90J-90.8 +901-90;3 +1.89.9 +1-8g - ..
+901 -I "-"- - _-. +1.80.1 +1.79.8 79,4 - • 311.6"ANNEALEDGLASS
34 +901-108.9 +W.97.3 98.8 +9d-957 +901-TILS +d-88.2 .+/.89.4 +/,81b +J--"
36 +90/•102.8 +9Q'•9T.1 +901.928 +1.889. +/$55 +/-82.8 +1-79.7 41-77.2 +/-75.1 0-73.4 *I-72.2 3/1$`ANNEALED GLASS -
38 +901-984 +W-92.2 +1.86.7 +1-832 +1.80.1 +l-78.1 +1-75.2 1725 +1-70.3 +1-68.5 +/-66.3
' . ' ..._ `\ ROD R
WED
40 90194.6 +/-88.2 +1-82.6 +1-798 +1-772 +1.74.3 41-71.3 f 879 +185.1 834 +/816 nmpySt
with the Florida
42 -+90191.3 +184.1 41$0 7 Od TI 4 1.74.3. +/-71.3 +1.68.2: +1-94.F +/81.6 +/-59.8 +i-58.2 _ ".. -- 9 �8�'N
41.88.3 +182.4. +/•789 1754 +1.72.1 +/-68.9 .+/�.6 +/•622 +159.7 +1.57.5 U$EMBERS ONLY �D o `
.-, 44 FRAME MEMBERS ONLY 2g 518' - �
46 '41854 +l 808 +I-772 /•738 -1-70.1 . +/8Q8 +t 63.5. +1.00.3 +157.7 11-718-C.C.MAX.�" ( GLASS SITE oollefe - -
'g 48 +!827 - -"-79.3 '-t-75.8 171 9 +1.68.3 +-9.,64.9 1-615 4/-582 E"•-- LONG SIDE
+l- + +t.
50 *180.9 +177.5 +1-74.1 4/•70 3 +/-68.7 41-53.1 /59.7 �.� '� -. �- - Miami bade FroOaotr°t'\
2 52- +1781 +175.6 +1-72.4 -1-68.8 +185.1 +t-81:5 - - Ir,;'1 -Z' - ." SHORT
N 54 -" +1:774 +1.73.6 .1.10.5 41.67 3 v1-63.5 EXTERIOR
-56 N-758 +1.72 •188 6 +14'3 3 20 13 SLOE
2�� N
58 -+/-7{2 +1-70i
.3 +188.8 - ---" ,
60 AS
+r4zT +l-98.7 41-65 GLS TYPE 5 p
-.. .82 +1-71:2 +1.67.1 .
64__...4/-697f LONGSIDE 855 �
60 -
87-718. ..+1.67 • • • - - .` _. -"- _
R
' NOTtS:' • 000 • �8�'_ '•7 SHORT
1)_d 9ilMAAK)N$SHOWN.FOR F GED WIN tSWS,SUBTRACT I-FROM THE TIP.TO•T1P DIMENSION TO DETERMINE THE BUCK DIMENSION SIDE fT > - a 3 •nay
2)OR SIZES N15T SHOWN j� 1 TO THE NE7�CTT AVAILABLE SHORT OR LONG DIMENSION - '-
S)FQR11$ri•VVTURAL WlNP WS,WHO THE SWALLEST Y78NDOW$IZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FI?WITHIN. - �__-""" Uj o
9177�-_-€_ """- o
4);T I:•SH ET APPLIES ONLY TO FLANGE AND IIIQUAL•LEGWANDOWS.60 NOT USE WITH FIN-FRAMED WINOOWS.. - fr� co
-
• TABLE DIMENSIONS MAY BE 0r`S LU ' N
••900* • •• •• •• ORIENTED VERTICALLY OR 0 N J o Z 4 ~
••••• ••e •• •••••• HORIZOAS SHOWN. S 0 m
LL ro
NTALLY
• • N
TABLE%••••• •••• •••• IZ _
s••• i •••• Vl/iridaw design Pressure(+F psf)forGiass Type 7 y o? O0 O M o
07-7/8 72 76 - 84 68 92 -98 100 04 109.112 1-1116'NOM. e g 0 -
a-_.
+ -130 -130 x90/•126 +gp/-122.6 + .1198 +901-118.1 +90.-177 +90'•115.8 +901.1127 +90P-109.9 GLASS STACK _ 711$'LAMMIATED .__.-.-..__ -•3 `t
-FI 490/.102 901.101.4 490'-99.7...
+9W-130 _-_".".'�
1x1759 +901-118. 800`-01•.-�+901-117.5 +901-1081 -9N-104:3 ♦901:902.4 - """" GLASS fa.. t--
*4 +901.1231 'W-118.4 +90/•1 it •90'-Q07.5•901.103.8 +801-997 +90!95.3 +90f-92.1 x001-90.5 ++1-90 f89.8 T ". SHORT ® ryy UJ ta�IS
•i6�• �i-116 :+„. +901•iO4. _+01-00.5 .:+901.96.6 +907-93 3 - +1.90... .+1.87.3 +184.9 -1.82.3 H-81"2 3116`TEMPERED GLASS�, - •� 16'ANNEALED GLASS SIDE Z
3t
38 +901-111.2 + •12 4? -97.9 +90194 +9M-9t.1 +1.88;2 +1,84.9 +/-Bt.g -+149.4 +1.76:4_ +1.74.3 - -3116'ANNEALED GLASS _ F,
40 +901.106.9 4 6 '9N 934 '-90-91)j +1-61.2. +1-84 41;80.5 +1-76.7. 173.5 +/-70.9 47.89. - 711 W APR SPACE _ .090'SG INTERLAYER W Z
_- __..
42' +90/-103:2 -90`45.7' +90!•99.2 H$7.4 x084 +!•80.8 __*_177_
*t• -+/-73.1 +189.6 41-68.9 '+/-65.2 ® -K alaag
.-. 44 +901-99J +901-93.1 +1-891 -1-85.2 +1.81.4, +t•7:8 +/44.1 +1.70.3 +187.5 +1.63.917 - O- Z 0. 0
-' 46 490r965 +90?-91.3 +1-87.2 +/-83.2 41-792 4l-75.4 +1-71.1 +1-661 +1851 - "Z
o A8 -W-93-5' +1• "6 +1$5.4 +1.812 +.77.2 +1.73:3 4189.5 �.+/.85.8 -� LONG Q 0 .
in �- - -- +1- 4 UMED AT MBERS ONLVEDY
SLOE w In
g �" +901.91.4 - +/-87.8 +1.83.! 79'4 +1-75.3 /•71.3 +1-67.5 .FRAM£MEMBERS ONLY 20 � O X 111
4J-89.4 +t45.5 41-8t 8 +1:71.7' +173.5 +/-695 11.718'O.C<MAX. GLASS SITE LL a
N +1.79 8 `+1.76 +1.71.8 : ---- - - a1It1 •x40 saua
54 x18 5 � +1834
-- 1.3
56 1.856 -+/81d +7.77x5 41.73.8
58 +1838' +179.4 +1-75.4 EXTERIOR Z.. ...-. .__.._Y- -1\\\1 111117
60 +1-821 .1-77:8 +1- ,. - """""- \
41-75.8 73:5 - ]' 22 21 - 13 SHORT �„� `ti�a,��.ON�•LENI>1 A4//����
'62"" +1.80.4 Y
-64 +1.788 +1.74 - - -...._ .. SIDE . t r•L\G St: 'Q
s9 «1.712 GLASS TYPE 7 Q'
67.718. .,`.+/-74:9 - - - - ;' No,58705 '.
NOTES- ... _ _. .
1}BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT tFROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. �•�( -�
2)FOR SIZES NOT SHOWN,ROUND UP-TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. - - (t/11 Zi
.3}FOR ARCHITECTURAL WINDOWS;FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. STATE E3F
4j THIS SHEET APPLIES ONLY TO FLANGE AND EOUAL•LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. _ !����-••-'�LORiDP••'
IONAt.
A.LYNN MILLER,P.E.
P.EJE 88705
MWM1. I��' MIAMI—DADECOUNTY,FLORIDA
M PRODUC C CONTROL SECTION
DEPARTMENT,OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Roam 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315---2590 F{786}315-2599
NOTICE 4F ACCEPTANCE{N(�A) f t►"1+w',miamiB�AC}C.S=Ok'/CCtlFtf?fTty
'PGT Industries
1074 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 RER
Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product
Control Section(hr Miami-Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perforin in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Mianti-Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series `IPW 701/720/820"Aluminum Fixed Window--L.M.I.
APPROVAL DOCUMENT: Drawing No. MD--720,820, titled "Series Fixed Window Installation
Guidelines",sheets 01 through 10 of 10,dated 07/14/03 with the latest revision datcd'07/01/13,prepared by
manufacturer, signed and sealed by Anthony Lynn Millet, P. E., bearing the Miami--Dade County Product
Control Section Renewal stamp with the Notice of Acceptance number'and Expiration date by the Miami—
Dade County Product Control Section.
MISSILE IMPACT RATING:Lange and Small.Missile Impact Resistant
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.
REVISION 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,duttiM*VQA;sbfiV de:prWded to the user by the manufacturer or its
distributors and shall be available tQr inspletioti att* �';;sits�t the request of the Building Official.
This NOA revises and renews N0114; 1�1.4I Irat'idtbnsists of this page l and evidence pages E-1
and E 2,as well as approval document mentioned above.
The submitted documentation wad reytrrved by Jaline D.Gascon P.E.
••• ••• • ••• • NOA No. 134502.13
MIAMI-DADS COUNTY`101 < Expiration Date: February 19,2019
_...- tf;i.. . . + . ,.• . . Approval Date: July18,2013
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines",
sheets 01 through 1
g 0 of 10, dated 07/14103 with the latest revision dated 07101/13,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 20294
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
S) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,per FBG 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL--7212, dated
03/21/13, signed and sealed by Marlin D.Brinson,P. E.
2. 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
along with marked-up drawings and installation diagram of aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI:r--3835 and
Y L-3850,dated"07118 and 31/03,all signed and sealed by Joseph C. Chan,P.E.
(Submitted under previous NOA No. 03-1105.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010,
prepared by manufacture, dated 04/29/13, signed and sealed by .Anthony L-Miller,
P. E.
2. Glazing complies with ASTM E1300-09
D. QUALITY°ASSURANCE
1. Miami--Dade Department of Regulatory"and Economic Resources(RER).
so as:
• • . • • • • • r • • P E.
• • • • • • • • - Jaime D."Gasco
• •• • • • ' Troduct Coutrol,Section Supervisor
see
TOA No.13,-0502.03
Expiration Date: February 19,2019
• e • �••• • Approval Date. July18,2013
PGT Industries
NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc.
for their"DuPont Biutzcite►g PVB Interlayer"dated 04/11/13,expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.I.]DuPont DeNemours &.Co.,Inc,
for their"DuPont SentryGlasm Interlayer"dated 08/25/11, expiring on 01/14/17.
3. TREMCO Part No. TR 14271E E-PDM exterior glazing'gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option 11 exceptions,
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers--Tension of 1600 PSI.
c) ASTM D395B`fest Methods for Rubber Property-_Compression.Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
F. STATEMENTS
1. Statement letter,of conformance, complying with F11C-2010, issued by manufacture,
dated 04/29/13, signed and sealed by Anthony Lynn Miller,P. E,
2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed.
and sealed by Anthony Lynn Miller,P.E.
3. Laboratory compliance`letter for,Test Report No..FT.1,7212; dated,03/2.1/13, signed
and sealed by Marlin D.Brinson,P'.E.
4. P oposal issued by Product Control,dated 07/26/1.2;,signed by Jaime 13,Gascon,P.`E.
5. Laboratory compliance letter,for Test Reports No.'s FTL=3835 and FTI --385%dated
07/18 and 31/03'. all signed and sealed by Joseph C. Chan,P. E.
(Sitbinitteri iindei-pi-evi®acs NOA.No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 114110:15,issued to PGT Industries for their Series"PW-
701 Aluminum Fixed .Window` -- L.M.I." approved on 02/02/12 and expiring on
02/19/14.
• • . a' • P i.• Janie D.t'iaBCOli t .
•• 0 81 •• Product Control Section Supervisor,
00; • • •, 000 e NOA No. 13-0502.03
Expiration Date: February 19,2019
•.• • . • '000 . 0 Approval Date: 3uly18,2013
•
.�. 0
GENERAL NOTES:SERIES 720/820 DESIGN PRESSURE RATIN IMPACT RATING
IMPACT-RESISTANT FIXED WINDOW- VARIES, RATED FOR LARGE&SMALL
t)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO _ SEE SHEETS 2-5 MISSILE{MPACT RESISTANCE
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA -48"TIP-TO-TIP WIDTH -
BUILDING CODE,INCLUDING THE HIGH VELOCITY
HURRICANE ZONE(HVHZ). 471BUCK WIDTH -- 48"BUCK WIDTH --- 48"BUCK WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN - 4 LIGHT WIDTH 4 LIGHT
45-1/4"IGVISIBLE ,
LIGT WIDTH LIGHT WIDTH - PRODUCT RGN1iWBD
WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLOSS 2"MAX w�p17fy with the Florlde
INSTALLATIONS ABOVE 30'94 THE HVHZ,THE OUTBOARD --� I B'MAX. 6" F,SHEET 8 -- I BWlding Coda
B,SHEET 6 D,SHEET 7 `H,SHEET 9
LITE(CAP)MUST TEMPERED. I :-� —__---_ p Ngo E
-3)FOR MASONRY APPLICATIONS IN MIAMt-DADE COUNTY.
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY 1
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS C E.SHEET 8 I E,SHEET 8 Miom
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A A 95' C i SHEET 7 G.SHEET 9 I G, HEET 9
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET6 i SH£ET8 BUCK SHE£T7 96"
4)ALL WOOD BUCKS LESS THAM 1112"THICK ARE TO BE HEIGHT BUCK a
+(
CONSIDERED IX INSTALN4TIONS:iXIW0000UCKS ARE — "----- HEIGHT
LIGHT
OP QN((++��yyIF l�IdlT IS INS'M1L4�D C�RECTLY TO aUB$TRrR'f, ----- ---•`-- 92-1/4' - I T--_----- 93.1/4•
D SUCK EPICiED AS 2X ARF t-t/2"THIO • 12"MAX.- VISIBLE 12'MAX. i / !Ks-1M" I / NIBBLE .�
GR ANTER.IX D 2X BU V�Q1� USED)SHAL 8E • O.C. LIGHT O.C. VISIBLE 6'MAX. HEIGHT x
D 4 ERLY�1§FELOADS TQI • -_--_-...-. _. I - HEIGHT - '--- i :/ -" LIGHT O.C. / -
STRUCTURE.WOOD BUCK DESIGN AND INSTAtdATION IS• { ( / 96" / HEIGHT / BUCKV Y -
THE REOPONSIBIUTY OF THBENGINEER,(£OROORO••• TIP-TO I I - a 0) •nea
ARCIRTECT OF RECORD,(AOR). l TIP - 1 HEIGHT _
•••••• • •• 00 O• - HEIGHT �`` Od a W
OA 1�{BEDMENT•rQ�+S P&TERtAL SMALL FSE ( _ L-Ad
I .. .- I }n n ata0 O
BE jdN CDRESSO AVO.USE AARM CF-
SU F44WVMBEDMENT.ON I(VV JOINT SEALVJ 1S gSED .... - I - O (0 " d
ON ALL FOUR CORNERSQF THE FP4ME.INST4LATION • -_ I---- -- -- - - ....:_. _ __ -_ ---------- - JO_j N J Z
g - ,
AN'OHORS SHOULD BE SEAyrCd(WERALL •o•• -I-- I F,SHEET 8
z u-SE0tUlNO#LM8HING STRATEGY FOR WATER RESISTANCE OF w j L---.L B-...j �- 72•MAX:O.C. 6• -�D--"i I"'�' t2"MAX.O.C. --`H,SHEET 8 ---- W -CA - tu M 2
IN�-ALLATIORSHALL BE DOME BY OTHERS AND 16SWOND MAX. SHEETS MAX. SHEET 7 2'MAX' ►) U L) X- 6 Q
TH SCOPE OF THESE INSTRUCTKNIS. • _ -- -- 5'MAX.O.C. - W Z O g co :5 -
••••• • •• ••••••
8)MIQ(•1/a•SHIMS ARE REo AT EACH At00 ' TYP.FLANGED FRAME TYP EQUAL-LEG FRAME TYP FIN FRAME ELEVATION_ h ci p ; z zz o
LOOVION WHERE THE PRbD PIS NOT FLUV TO • ELEVATION(TESTED UNIT) ELEVATION(TESTED UNITZ NESTED.UNITI �Z CL Z r.
SUpWWrw WSE SHIMS CiRPG1-G OF TRANSFEPORING • - - Q 0
APPLIED LOADS.WOOD SUCKS,BY40THERS,MUST BE
SUFFICIENTLY ANCHOREDBO DB61ST LOADS IMPOSED ON - FIGURE t: W
THEM BY THE WINDOW. ,2'O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK
GUIDE TO SHEETS: Mpyt ANO.OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5.. ® y as :Iaa45
7)DESIGN PRESSURES: GENERAL NOTES.........................1 j�A( ANCHOR SPACING TO BE 6'MAX.FROM CORNERS AND 12"O:C.MAX.FOR ALL CURVED FRAME Z (n N ,.
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS......_........................1 /T `` MEMBERS,SEE FtOl1RE 1,THIS SHEET. 12
� � � Z
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.... ..2-5 , - - O' O
E1300-09. DESIGN PRESSURES ..........._ 2-5 12'O.C._ / ----------—i6DTH-----•-I 1•�-WIDTH--*-{ NOT14 _-j I•�-WIDTH --1 a O Z. 1033
B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE 8 MAX. r'---- -'--', ---- `-"') f- --I r"' ---1 p z 'Q1
PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL LEG. 7 1 I ' I ' T I .I 0 O W
ANALYSIS AND GLASS PER ASTM Et300-09: - INSTALLATION,INT.FIN A 8 - _
INSTALLATION,INT.FIN 8 ::..5 { �.. G - - Z. -
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY ...10 6" y( I x ' = 4 ' = I I LL �. 0.d
DESIGNED TO RESIST THE PRESSURE.
- EXTRUSION PROFILES .....10 K - - 11.-- _,J �.L-.. J aq9 -aced saves
TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST—_........... . ..»10 -.--- ----- - ---
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
WIDTH I"-WIDTH--� ♦!-WIDTH-+-( - I+-WIDTH -"•(- \\t4 !Il
PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR � ��� f"�_` _ _ .__r _ \\ l/4
TABLE 1' -- ----- - f— '7 C -I �\ LYNN
THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT r - -I �� -)- T N�
COME ITOCONTACT WITH OTHER DISSIMILARMATERIALS TYPa Description Sheet ��.��`�•`,C;£NSLr'••F'P
SHALL MEET THE REQUIREMENTS OF THE FLORIDA ___# _ III
Cy Q �' •.. ��
BUILDING CODE FOR CORROSION RESISTANCE.
- _.. _
1 7/t8'Lami(3ft6'An-.090'DNB-3118"HS 2 w
= z i _ }{:- No,56705
9)REFERENCES:TEST REPOTS FTL-3835,3850&7212; 2 7118'tams 3M8'HS-.090"PV8.3116'HS) - 2 ( - _ _ ,t -- SS � -
ELCO ULiRACON NDA;ELCO CRE7EFLEX NDA;ANSVAF&PA 3 1-1116"Laml.IG ,S'T.7116'Alf-3f16"An-.090'PVB-1116"HS .3 L _ �----- 1 L. -- --.J L __J _ Ix
`
NDS FOR WOOD CONSTRUCTION-(2005)AND ADM 4 1-1116'LamL IG 3116'T-7116'Air.3116'HS-.090`PVB-3tt8"HS 3 - "t:' (y^
6 7116'Lams 16'An..090'SG-3116'An 4 (�---WITH--._*"I WIDTH�-{ }+WIDTH+{ I.-•WIDTH+{ 1� (V
ALUMINUM DESIGN MANUAL•(2005). - f --- L. _ --1 - �� STAT
6 7N8'Lami3/18'HS-.090"SO.3/18'HS < Tr----- ,•
T 7.1116"Lami.IG lib'T-77/6'Alr-3ft6"An-.090'SG•3f16"An) 5
10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 (3 �����` FCOR%0, Cao
SERIES USES AN SO INTERLAYER.THE 720 AND 820 SERIES 8 1-1/18"Laml.10 3718'T-7f t6'Alr•3h6'HS•090"SG•.3118'HS 5
MAY ALSO BE REFERRED AS THE 101 SERIES. 'SG'='OUPONT®SENTRYGLAS INTERLAYER'SY E.I.DUPONT _' - x( �i1 } x - - /1711111 111\r
DENEMOURS 6 CO.,INC. �- - - --___----- L - A.LYNN MILLER,P.E.
P.E.4 58705
TABLE 2: ,
Window Design Pressure(+t,psf)for Glass Type 1
Lna9 Welia. 7t16'LAMINATED
72 78 80 -8A 88 92 98 100 104 109.112 GLASS STACK
8u +680 +1.80 +/-80 +1.80 +1.80 +/80 +r +r80 +/8o H90
3T +d-8G 80 X680 80 +1.80 • +IAO L80 +1-80 .094'PVB INTERLAYER
34 +J•80 /-So +1A0 +1-80 +1A0 +1-80 +180 +i-80 +1,80 +1-79.8 -1- .4 --3116"HEAT STRENGTHENED GLASS
38 :/.80 +680 +7.80 +1.80 -•1.80 +IAO +679.7. +1-77.2 +1-75.1 - +-73.4 -•1.72.2 3118"ANNEALED 7S-
ED
• - MOD.UCT RUNSWED
40 !80 +1.80 +1.80 -79. l-77, N-78.4 _ +1-75.2 +6725 +0 70.3 ++1-88.5 i1�.8_ �4�--� od "- 92.40 +1A0 11-80 +/-80' d-798 +1-77.2 ±1.74.3 H-71.3 +187.9 +1$5.1 +1$3.4 v > C�42 +180 +fAO +1.80 H-774 +l-7d. +!-7.3 *-68.2 +l 643 +1$1.6 +1-59.8 58 2 ��f44 +680 */-80 +J-78.9 s/-75 4 +1-72.1 +1-839. +f$5.6 +!822 1!59.7 1.57.5 USED AT CURV -_ �'-i
5 FRAME MEMBERS ONLY B
98 +J-80 +/-80 +l-77.2 +1=73.6 vi-70.9 +1.66.8 +683.5 +1803 +157.7 29 - --- 5/8" r+--- LONG SIDE 0
�. 48 '- - ----- @ 11-718'O.C.MAX: GLASS SITE
d•BO +1-T9 3 H•75.6: *P-7t. N*161 .11$4,9 +I-81.5 +1532
_ ------_ - ---- --- Miami Dade Fmdud
50- +680 +677.5 . +/.74.9 +/-7Q.3 +1-63.9. +159.7 - 1 3
-�. 52 +6791 +/•75.8 +1-72 4 +1-88.8 +t-61,5 "t.l - SHORT
"54 +1.77.4 +1.73,8 +1-70.5 +/-87 3
'--- _----- EXTERIOR SIDE >
56 H758 +l-72 +l-88.6 +/-65.3 0 °
58 +/.74.2 :!0 !•68.8 -
20 13
•00 - 11-727 +1$5 GLASS TYPE 1 -
•-We •r-71.2 +1$71 • •64 41-69.7 +1.65.5 • • LONG SIDE
-NOTES • • 000000 - - SHORT
1)BUCIODIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 9"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. _ SIDE $• > a ABH
2)FCO fil""SHOWN 1ROUNS SP TO THE NEW IWARABLE SHORT OR LONG DIMENSION. y a 0 -
3)FOR&qCjIIjEjTURAL Wtgt.",-f 4D THE St:A.L♦F�r�WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. +t a7al
• • - C9 N N OC
0000• 0000 ••�• O 5 O W -� N
• • • • .. TABLE DIMENSIONS MAY BE �chi
• •
0000 •••• ORIENTED VERTICALLY OR O U. �j O Z Af F'
••• •• HORIZONTALLY AS SHOWN. Z b u- c0 : G A
• •
0 ♦0000• CS1U XN o o
•
0000 • •• 0000•• LUZ O0 eo 6 °N
•• �~S•• • Y#ndoW Design Pressure(+f-,psf)for Glass Type 3 >� �>z n Z �' O aT C,
_. •••• -• 0000 • • Lang Side ) ^ v H
---- - i-1i16UJ'NOM. eqr -1 O
07-7/8 • 72 • 78 80 E4 ..80 92 96 103 104 109-112 - -+( 7116'LAMINATED j
30 - H-80 - - +1-80 +f80 +1$0 +IAO +1.84 1.80 +1-93 A4 '1-80GLASS STACK ... GLASS STACK
Q
32 - +1.80 +1.06 - +680 +1-80 +7A0 +1-80 +1-80 +1-80 +/-80 N-80 +1.80 I 3116"HEAT ~
34 +1-80 +1.80 N•81 +1.80 +!a a1•80 +!-8f! +1-so +680 +1-80 11.80 STRENGTHENED GLASS -�•� SHORT '$, W 1aa45
.: 36 +1-80 -_+1:80 - +1$0 +1-80 +1:80: -1-80 +1-80 +1-80 +1-80 +/-80 +1.80 3116'TEMPERED GLAS5 SIDE Z j
38 -1-80 +680 +l 80 +/-80 _+1-00 +1-80 +t-80. +1-60.. +/-79.4 +1-78.4 +1-74.3 3/16'ANNEALED GLASS O
-- 40 MAO H-80 +1.81 +ITT-' ZI-40= +1.84. +/AO +1.767 +1.73.5 +1:70.9 +1$9 7!1 S"AIR SPACE � __.090"PVB W
42 11.80 +1-80 +/-80 +1.80 </AO +l-BO i/•77 +1-731 +/109.6 +/•68.9 - +1.652 r-1 INTERLAYER LL Z CL °fDaS
44 +180 +f-80 +/-80 +1.80 .+180" +677.8 +1-74.1 +1-70.3 +11ITS 4-83.9
46 +1'80
+1.80 +/-80 +IAO +t.79,2 +6454 +671.7 +i-68.1 +/$5.1 - -5 LONG z ti
48 +1-80 +t-80 H$0 +1.-80 +1.77 2 +1-73.3 +1-69.5 a/.858 USED AT CURVED�-- SIDE w Ul
Ul
8 50 +l-80 1.80 +7 W +1.79 4 al.75 3 1-713 +$.5 r FRAME MEMBERS ONLY 28 GLASS BITE V X W 0-q
g + 11.71S'O.C.MAX.
�i 52 +!•80 180 1.79. +f-77.7 +/-735 0$9,5 � 4L 0
54 +/$0 _+too +1.19.5 +1-8 +/-71.8 . 1.3 "� °)911 'asap aeuas -
58 +/.80 -too +177.5 +l-73.8 .. EXPERIOR-
58 +IAD - N79.4 +l-75.4 -_ _- ��i1 111
80 - +1-80 +1.77 6 +1-73.5 22 21 13 SHORT ��`�N`(LYNN All
$2 +1A0 - */-75.8 _�_ - SIDE <',`,�.
84 +1-78.8 -----__ _.-
66 :6772 GLASS TYPE 3 yA
. 877!8 x/•74.9 N0.58705
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM,THE TIP-TO-TtP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. !)> W
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Q'.• STA El F
A.LYNN MILLER P.E.
RE468705
TABLE 4:
Window Design Pressure(+t-,PsQ for Glass Types 2&4 A
_. Lag de(in) -
87-716 )2 7b " --LIO--- 84 - - _&i 92 96 100 104 09.1!2 "112 118 720 t24 .. 128 13Z '------138 .._ - -
140 944 -
30 +1.80 1 +1-80 +1-80 +/-80 -1A0 +1.80 +/-80 +/-00 +/-80 +1.80 7-s0 +1.80 -1-80 +1.80 +/A8 t +/AO +780 +1.8D 0-80 +J-00 '
---
-32 +1.80 +1A0 .+L80 -+/AO +1-80 +t 80 +IAO. +680. +!•80 +1.80 H-80 +1.80. +1-80 +dAO +f-80 +1.80 +1-80' +1A0. +1A0 . . .. _
34 +f-80 x1.80 'T80 +1-80 +l-8 +LBO 41.80 +1.8(1 +IAD y.80 +f-80 N,80 d 0 +IA +!-8p N.88 m _.
36 +1-80 +180 -/-80 - 41.80 +l-80 +1-80 ` +J-80 +1-80 +/AO +/-80 +l-80 +180. +1A0- - x1.80 +1-80 +l-80 "'1iODUCT RBNL'L4ED "
3B y-BD +i-80 +/-80"': . +180 .. +/-8 +/180 +1.80 1.80 __+180_ ._4780 f/-80 +/d0 /80 +/-80 _ COMO
40 _ +1.80 +IAO- +1-80 +1.80. T180 +1 0
--471$-o1 : - idWing o
B a nmidx
+1 80 N 80 +!80 41-80 18 C t!o jay
42' 'H b0 H-80 -+/180 -+1-80 ♦I-80 +1-80 +l-80 -180 +!-$0 +/80.... :l-80 '- v 04
44 +1.80 +1.80 +1.80 +1-80 +1.80 1.80 +1-80 +1.80 *1-80 +1.80 ..
`- 46 -1-80 +1:80 +/-80 +1-80 +-80_ /80 41-80 0-80 +1-80 - Y
n 48 +LBO `+/80 +1-80 -1.80 +1.80 +/-80'' +J-80 +/-80
50 -+1-80 +680 +1.80- ' +f-80
§
+1.80 71m- +/AO. +/-80 +l-79.1 ..
N 54 41-80 :.4780 -+780 +1-80. - +T•8.8 _- ............... `: - a ,-.
66 1-04-80 - ./-80. -.1.79.1
58 +/. +l• +vL80
80
u
.- 67di8 +1-80 M .^aa
r
•0)DUCM I MENSIONB SHOW/,FOR FLANGED WINWONS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION" - - 0
2)FOR SIZES NOT SIIOVIIN,ROOND UP TVTHE 14EXT AVAILABLE SHORT OR LANG DIMENSION p'O .� a 0) N
•S)}1ARCHiTECTt�L•NI ms,FiHDIMARAL&sT WINDOW SIZE IN
.THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WHIN. - �"t•. 1W O00
••••• •••• •••• _ (9 N N a
cm
• • •••• •••• - y W)LL ,j Moll
000090 L11
co
•••••• • •• ••••:•• - F' 0]0. `,� U' 006!0
• • • • .,. 1-1/18'NOM. _ _ -- TABLE DIMENSIONS MAYBE p .
• ••• • • •• GLASS STACK ORIENTED VERTICALLY OR ti Q O N c
• 9/16'LAMINAT£O 7116"LAb6NATEr - - O _r
l!+_ _. � " GLASS STACK :HORIZONTALLY ASS110WN. `-�, D•'-Z P W u-
0
^.
•••••• ••GLASS STACK • •• - -
_ � O
• • 3116 HEAT STRENGTHENED GLASS - LONG - _ .4 M
00001, .890'PVB INTERLAYER 3118'TEMPERED GLASS •" SIDE _ ..,�
3/16'HEAT • 3116'.HEAT STRENGTHENED GLASS H-- LONG SIDE, -W
3118'HEAT,STRENGTHENEDGLASS • -..STRENGTHENED GLASS 7118'AIR SPACE" .090'PVSINTERLAYER ;_ :I�'-^�, _ - - M -,- ®- Z'- W"1°ays
4 11 : . .. 11 .SHORT f f, _ C) F
SIDE
USED AT CURVED --- - --- ----� USED AT CURVED �..--LL ++ SHORT _ ''¢ p IX alo>S .
FRAMEMEM8ERSONLY 29 r�$. .518'. ..t--- (-_-_--. -_--_- �. ..SIDE_ iL Z_ D. -
11-7/8'O.C,MAX. FRAME MEMBERS ONLY 29 -- .. _ - 0 -CIO "
GLASS SITE 11-718'O.C.MAX. GLASS BITE ". _ O. z CI O
143,
1.3 g W
(n
EXTERIOR EXTERIOR �. �-- LONG SIDE..,---►� _ LL p
a 20 13 �] 22 - 21
SHORT LONG - t%NAIIIIi.
GLASS TYPE 2 GLASS TYPE 4 SIDE SIDE `\ LYNN lilll
No.58T05 . .
SHORT f� t Luz STDG - "O•' i
.p _LU
%��`�•••,FLORLDQ)),
i S .
A LYNN MILLER,P.E.
P.E.0 68705
TABLE 5: _
Window Design Pressure(+t",psQ for Glass type 5
- Len0 Side(in) 7/16"LAMINATED _,.►
--79--------------80 84 88 92- tOJ 98 - _ GLASS STACK
104 909.112
30 +90/.125.4 +901.120 +901415.5 +901-1175 +901.108.5 +901-106 +9W.104,5 +901-103.5 +901-102.5 +901-100.7 +901-97.9 090'SQ INTERLAYER
32 *901-110.9 +90'-110.$ +901-tOS.3 +901-101 ft g01.9a7 +901-95.7 .9WA2.3 +901-906 +901-90.3 +/•89.9 +l-89
34 +901-108.9 +9W-103 +901-98.8 +901-95.1 -f-91.8 4-88.2 +1-84.4--- 81.5 4-80.1 +1-79.8 79.4 - • -3116"ANNEALED GLASS
+901 .-- +I. +!-
36 +901.1026 +W.97.1 +901.928 +1.88.9. 4-85.5 +/-82.6 +1-79.7 +t-7T2 +/-75.1 +1.734 +1.72.2 3/16'ANNEALED GLASS -
38 +9W-98.4 +9W-921 +1.86.7 +1-83.2 +/.807 +/-78.1 . +1-75.2 1725.. +/-70.3 +/-68.5 +1.60.3 ODUCr WED
+1.74.3 +1-71.3 lAZ9 +185.1 +1-63.4 +1$16 --- 11 Rlb lbe Ftmide
40 +901-91. +1.88.2 +i 82.8 +1-79.8 +/-77.2 ootn�lYw8
------ ...._. +7 58.2 �_----- ---- rdin N
4'L +901-91.3 d•84.! ♦1-80 1 +1-77.4 +1.74 3 +/.71.3. +1.68.2 484.7 +181.6. +1.59.$ USED AT CURVED ..._._ _
44 +188.3 +/-82.4 +1-78.9 +1.75.4 +1.72.1 +1.689 +1.65.6 +1.622 +1597 +1.57.5 FRAME MEMBERS ONLY 29 - 518"
'E 46 +1.854 +1.80.8 4-77.2 +/.73.6 +1-70.1 +1-068 +1-63.5 4.60.3 +157.7 @ 11-71W O.C.MAX�RnQ_ GLASS SITE k•..-- LONG SIDE -► ""
48 --+I-V?7 +/-79.3 +1-766. +1-71.9 +1.68.3 d-64.9 +I-81.5 +/-58.2 - -------
so
--
C 50 4-80.9 +1-77.5 +1-74.1 +/-70.3 +1-66.7 +!•63.1 +159.7 1-
$ 52 "+1-791 +1-75.6- +1.72 4 -+/-68.8 +bil&l +661.5 � _ �54 4.77.4 +1.73.8 4.70.5 +1-61.3 4-63.5 EXTEROSHORT
rQ +1.75.8 •72 +1.088 +185.3 20-- 13 SLOE
58 +1-74.2 4670.7 .6688._--__..._
+►727 +060.0 r 4-65 • •• GLASS TYPE 5 _
660 a ..
12 +1.67.1
r64 +x897 +- - ---- L.- LONGSIDE
+ ,3
67.&8 N-67 - • • • - } - ----1-----------.
NOTES: • • •••••• - na$
1)BUCKtIMENSIONS SHOWN.F PjJW GED W ND WS,SUBTRACT t'FROM THE TIP•TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT
2)FOF.•$TLES TSHOWN,�'S? O THE N1 A LOWE SHORT OR LONG DIMENSION. 310E � � � 0
3)POR P�t�hj(T�CTURAL WI S,EItaD THE S F•S Yl WOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. -�----, - __ ... 0 a U) N
4)THIS SHE APPLIES ONLY TO FLANGE AND EQUAL-L G WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. - .. .- �•r n
006.6 •6•• ••6• _.. CD 04 N
• 0 • • TABLE DIMENSIONS MAY BE O A A w N
• •
0000 •••• ORIENTED VERTICALLY OR O'-L p Z
••6••• 0
• e • •••••• HORIZONTALLY AS SHOWN. W N LL W uro
• U
TABLLDIP*0 • • •• 6 0.6.0 H W m p 0 �nia
*0 000 • MCdolgOEsIgn Pressure{+f,psR for Glass Type 7 y� o y U O O " 0
•0• •0-0 0 a 0 •. • mg ieul _ �Z aZ v W LL
__
87.718 672 76 Be 84 88 92 -98 -- 100 104 109-112 1-tt16"NOM. - g O
30 +901-130 +901-f +90'-130 +901.126 +901.1226 +901-11.8 +901-118.1 +901-117 +901-1158 9011127 +90'-109.9 GLASS STACK J `t'
_ -._. _._ .7116"LAMINATED
32 +9W-130 +W-1251 +9.118.9 +90'-114.8 +9-111.5 +901-108-1 +9-104.3 +901.102.4 +901-102 9-101.4 +901.99.7 - --
..._ GLASS STACK _.... F- f-
34 +901:123.1 -WA-16.4 +9W-111.7 +0.107.5 +901103.8 +901.99.7 +9-95.3 +9W921 +901-90.5 +/-90 +/-68.6 - SHORT y W laa4s
36 +90�-118 +90'-1098 +906104.8 +901-100.5 +901-968 +901-93.3 +1-90 ./-87.3 +!8.9 r1-82.3 +/-81.2 3/16'TEMPEREt)GLASS�, • -3118'ANNEALED GLASS SIDE ® Z ? N
38 +0411.2 +901-104.2 +901.97.9 +901.94 +9.91.1 +1.08.2 +1-84.9 +/-61.9 +1.79.4 4-70:4 +1-74.3 3/18'ANNEALED GLASS F.
40 +901-106.9 +90'-99.6 +901-934 +9-90.1 +1-87.2 +/•84 +1-80.5 +14117 +1.73.5 +1-70.9 +1.69 7110 AIRSPACE -,090'SG INTERLAYER -- O to Z -
42 +9N-103.2 -+9W-95.7 +gW91.2 +1.87 4.84 +/•80.6 +1.77 +/-73.1 +/-69.6 - +i-88.9 4-65.2 • O a1wS
44 +901-99.7 +90'93.1 +1-89A +185.2 +/-81:4 +1-778 +1-74.1 +/-70.3 +187.5 +/-63.9 11 t`- z n• 00
L. 46 +901-98.5 +901-91.3 +f-87.2 N-63.2 +f-79.2 +1.75.d +1.71.7 +/-68:1 +/b61 _ - LOQ O r� •2.
0 48 _+901.93 5 +1-89. 4.85 4 +1-81.2 +1.77.2
+!-7 3 +! 8. s/.65.8 _ - ~rc `Y
- - USED AT CURVED SIDE w
60 +-90(.91.4•- +/-87.6 +1-83.7' +/-79 d "4-75.3 4.71.3 +/875 �' + O. t].0.
52 +1-89.4 +1-85.5 +181.8 4.71.7 +1.73.5 +1-69.5' FRAME MEMBERS ONLY 2fl X L�0
m' GLASS 817E
54 +1.87.5 +1$3.4 4-79.6 4.76 +1-71.8 (�11.718'O.C.MAX,
---- 1-3
+/Bt4 +1-77:5 4-73.8
atfy 'asap sayag
+7 79.,. +1.75.4 _._._ - -c-1- ----- _ ---- l\1111,1//
60 +6821 +177:6 +1.73:5 £XTERI R ---- ���\ .�LYNN 4flee,
�i�
62 +/-80.4 +175.8 �] 22 21 13 SHORT �. `� ON•.......
64 +1.7a8 4-74 - - SIDE `� .•'•V,CENSE
P:
66 GLASS TYPE 7 *;
87.718 +1-74.9 - - - - - No.58705
NOTES:
1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION 70 DETERMINE THE BUCK DIMENSION.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. STATE bP t7/
4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL•LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. - - - %�'��'•.FCORIOP "Cj\�`
A.LYNN MILLER,P.E.
P.E.068705
TABLE 7'.
Window Design Pressure(+f psQ for Glass Types 6 i4 8 i
Long Side(In) _ _
67-718 72 76 80 84 88 92 96 100 104 1081%2 112. 110. 120 - --- --- j9-W-130
......_ -
f24 128 132 138 40 144
30 +901.1 +9W-130 +90/-130 +901.130 +901-130 +901-130 +901.130. +9W-139 +WW-130 +901.130 +9WA 30 +901.130 +901-130 +901-13D +90/-130 +901-130 -OW-130 +901-130 +901-130
32 +901.130 +901-130 +901.130 +901.130 +901-130 +90/•130 +901-130 +901-130 +901-130 +90f-130 +901-130 +901-130 +90!-130 +901-13D +901-130 +901.130 +901-130 +901.190 .930
34 +901-130 +901-130 +901.130 +901.130. 1901-130 +9D/-13D +901-130 +9%•130 +901-130 +9DI-130 +901-130 +901.130 '.+90/•130 +991.130 +901.130 +901-190 +901.130--901 -- -
36 +901.130- +901-130 +9W-130 +901-130 -+901.130 790/ 901
•130 +901.1 +901-1 + .130 +901-130 +901-130 +901-130 -+90!-130 +901-130 + -13D +901-130 RODUCT RBNEWBO
-- -- - 1Y1ntlhlha Florida!
38 +901-13D +90/-130 +9DI-130' +901.130 +901-130 +901.130 +901.130 +901-139 +901-130 +9(11.130 +9W-13D +013D +901-129.2-+901-127.3 - mild!-s nn
�. �V
40 +901-130 +901.130 +901.130 .907.130 +901.130 �9W-1� *901-tom +901.130 +901-134 +90`-126.8_+90!•123.2 1901-122 -- -- - voeptaocc No
+90(:130 *901-f 30 +901.130 a$M•130 +901-130 +90�-7?93 +9ty-123.2 ;7W-118.7 +9D/-116A �-
42 +901-130 +901-130 -. . -..
44 +901130 4901-130- +9W-130 +901.130 +901-130 +901-13D +901.130 +90(424.5 +9N-119.4 +901.115 - -
46 +901-130 +901.130 +991-130 +90!-f30 +901.130 +90/-130 +90'-126.9 +901-120.5 +901.115.3 Miami
F�a0lConlroT`^;
L ._..--- --- - __
v 48 +901.130 +901-130 +901439 +901.130 ' +901-139 +90'•129.7 +901-123 +90'-116.5
� 50 +901.134 +901.530 +901-130 1901-130 +901-130 +901-520.2
rE 52 +901-13) +901-130 ♦901.130 +901.130 +901130 +88.81-123 .'
54 +91130 +901-130 +901.130 -W--130-+88,81-127.1
56 +901-130. +901-130 +901-130 +8941.129
-_... ----- n
58 . .+901!730 V•JW-130 +906130 � -
z
• 0 + _tI + .134 +89.01-129.3
#90T-13D + /.130
• • -WI-13D +9QF130 • ._..-'---'-- .--. - .... - -- _.._ rc
_.66 -+9*Wft •• .. _--- _ - -
TES: - • •••••• _ A N "08
•1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. Ir a
••20 WE OIZES NOT6HOVM*OUND UP TOdr1*E NE)•T AVAILABLE SHORT OR LONG DIMENSION. � 0
3)FOR ARCHITECWRAL WROOWS,F1Nis THEOMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. - >-;Qd' e1o0 N
••M�•%HEET APPLq--1 ONLY TO FLAN(ft "12*10-AL•LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. - - �` e4 ro N D'
s. • • •
Ou -j 8 Z o0
•••••• 2 W (/j W
U U X - 6 0
• • • •••••• W- 02 `0 5 av
• TABLE DIMENSIONS MAY BE v
•••••• • •• •••••• o�j my "'� O LA0
• • • • ORIENTED VERTICALLY OR Z U.Z y
• ••• • • •• 5-1/18"NOM. __ HORIZONTALLY AS SHOWN. III LL
•••••• •••7(1}8'LAMINAT�t�• GLASS STACK 7116'LAMINATED LONA g W0
�I.ASS STACK 1' + --- GLASS STACK u7
••• SIDE
AW
AW SQ INTERLAYER 3/16"TEMPERED GLASS -3(18'HEAT STRENGTHENED GLASS I'---- LONA SIDE -"► w ways
3118'HEAT -.3116'HEAT STRENGTHENED GLASS i
1 ® Z
3116"HEAT STRENGTHENED GLASS�� STRENGTHENED GLASS 7118'AIR SPACE- ._.090'SG INTERLAYER SHORT
p W Z
'_11 - 0 W agog
o �1 -- \J �_ �__. -------- �'1 SHORT Imo,,..._ u4. z a
SIDE
USED AT CURVED _ - -USED AT CURVED O �i Z N N
FRAME MEMBERS ONLY 29 5/8' FRAME MEMBERS ONLY 29 518' 0 U-` 1`00
Q 11-71W O.C.MAX. GLASS SITE
(�11-71W O.C.MAX. Gt.Ass SITE U L1( vs �3
1-3 LONG SIDE --+•� -- x -WQ 0-D.
EXTERIOu
�.. ... - EXTERIOR allll 'osa0 sa!mg
-_ 20 13 222 r21 13 SHORT LONG 11111 f 11j/
`_ \,
SIfDE SIDE ``�.��OQ1�'LYNN,yj�4e
GLASS TYPE 6 GLASS TYPE 8 _ > �lcewst ••• .p
- -
`'k' N0.58705
SHORT.
SIDE ,� STATL-OF <(/�
'/1lulrlr`���
A.LYNN MILLER,P.E. -
P.E.A 58705
2X WOOD BUCKSTRIP
EDGE _. 4R FRAMING,SEE INSTALLATION INSTALLATION _.-:_------ EMBEDMENT
DISTANCE NOTE 2,THIS SHEEI TYPE-C TYPE B
�..
INS?ALLATION —'
.._. _ EMBEDMENT 1X WOOD BUCKSTRIP,
TYPE A 114•FLAX SEE NOTE 2,THIS SHEET
EMBEDMENT t SHIM v
....._ TYP.ANCHOR TYPE,EMBEDMENT AND EDGE
...._------------------ . - -------------- EDGE DISTANCE PER SUBSTRATE, --- PRODUL
-- EDGE SEE TABLE 8,THIS SHEET DI Complyinswith the Flo"
STAN E "I��
DISTANCE .� + .` 8 - � '. Bultdbl Coda �f7tl3K1
_
114 MAX a A�x{s�ptanceNa rye•
1 SHIM
4 gy._ ri,2 ti
TYP.ANCHOR TYPE, Mieml pm"Control S
—'- EMBEDMENT AND EDGE - .' --- -
DISTANCE PER SUBSTRATE, -
SEE TABLE 8,THIS SKEET a`
•• USED AT CURVED •:: - 11 _ ... -
• • • i - •• 29 FRAME MEMBERS ONLY ,; - _.� EXTERIOR
(c4.11-7/8"O.C.MAX. - J-L
•••••• • 1 _`4)CONCRETE/CMU `J - I
• • • • PER ANCHOR (,,,"._ .—. VISIBLE LIGHT WIDTH
• ••• REQUIREMENT WINDOW BUCK WIDTH-2-3/4 ---- --"'111 e
• • WINDOW BUCK WIDTH _..__ ....______`I CONCRETE(CMU M
• WINDOW EXTERIOR ••• --------�---_ ___._... -...--... TIP-TO-TIP WINDOW WIDTH -'--- ---'-- PER ANCHOR
• BUCK
•••••• HE141HT •• •• REQUIREMENT a. r
•a •
1/4*MAX. ---- HORIZONTAL SECTION A-A p 0 °
• • TIP-TO-TIP ._. U N N W
••••OMNDOW • •• •• 512 STEEL i W N
HEIGHT ISLE • • SELF-DRILLING SMS 0 C) z 11i
•••••• 1�'r'• •• (05).SEE TABLE 8, TABLES: 5 U- -U. - W uxo" 2
• • HEI@HT= • ••• THIS SHEET Anchor Substrale Min.Ed" Min.Embedment Max O.C. U U X
WINDOW Distance Spaefn0 W— ®..� j roN
••••r• BUCK• ••• F-Z 100
T.Southam Pina(SG=0.55) - 16' 1-313` 2' C?" JMO
i• d2y4 EIGHT-• ••• INSTALLATION ____..__... 1/12 or 814 410 SS Screw Aluminum,508375 min. 31$ 0.083' 12 0� p YO i O o
A36 Steel 318• 0.00- 12' �.-z 0-Z
•••••• *see i _ METHOD D __ Steel Stud Or.33 min. ars• 0.045. 18 Go tY `� F- 0:
• INSTALLATION ANCHOR P.T.Southam Pine(SG=0.55) 0118' 1.318- 12'
*see UNDERNEATH TME —� Aluminium,5063-TS min.- 318' .0.063•' 12• Z co
BEADING M12 or N14 Steal Screw{G5) A38 Steel 318' 0.083•" IT
EXTERIOR laayg
---- n
Steel SWd.Or.33 min. - 318" 0.045' to Ga)• 72•
MIAMI-DADE APPROVED MULLION +� Ungrouted CMU,(ASTM C490) 2-117 1.1/4' 12• Z N
174'410 SS CretePbx ---- ----- --
27 (SEE SEPERATE NOA),ALUMINUM, Conc a (min.3.35 xsi) P 1.3/4' 12' -O Fa- z _
-� STEEL FRAMING OR STEEL STUD. Concrote(min.2.85 kal T 1.374' 1T 4 a oroa5
Concrete(min.2.85 kel) 2-1/2' 13/8• 12" Z 2
SEE SUBSTRATE PROPERTIES, t!4-Steel Ultmcon Un muted CMU,(ASTM"0) 2-1/2' 1-1l4• tT O o O
O TABLE B.THIS SHEET Grouted CMU ASTM C•90 2-11T- 1_374• 12' W N N
i/4'MAX SHIM Concmle(min.map 1-t/4' 1314' 12" w 0 Z ~
5/18'Sleai Uluacon Grouted CMU ASTM Cs0 2-112' 1.316' 12' O X g a a
_.1. 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL' LL -
— 1X WOOD BUCKSTRIP, - aR'1 '�saa seas
SEE NOTE 2.THIS SHEET
LYNN dU(!F iii
CONCRETE PER - :.,��.'��CENSF'•.,�P
EMBEDMENT - ANCHOR INSTALLATION NOTES: '..
REQUIREMENT N0.58705
1.USE ONLY ANCHORS LISTED ON THIS SHEET,FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. -
2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112",1X WOOD BUCKS ARE 2-
INSTALLATION EDGE T TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X•ARE 1-1/TTHICK OR GREATER. .STATt 3 (Clf
DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
TYPE B } SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. ���^� FLOR\OF:•''`(,��
VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUPPORT TO THE WRNDOW FRAME.
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER.P.E
P.E.#58705
2XWt]ODBUCKSTRIP INSTALLATION - INSTALLATION.
rEDGE OR FRAMING,SEE TYPE G TYPE F' DISTANCE _ NOTE 2,THIS SHEET EMBEDMENT
--
IX WOODBUCKSTRIP,
:INSTALLATION EMBEDMENT SEE NOTE 2MAx ,THIS SHEET
1/4'TYPE S -i — SHIM
a
� C---� _ EMBEDMENT. SHIM TYP.ANCHOR TYPE,EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE. ..__— - EDGE
EDGE •II "v 8 SEE TABLE S,THIS SHEET - - DISTANCE RODUCf RENEWED
DISTANCEioompl dl.tta Florida
\ r w de
NOiRL �° {
.1/4'MAXI 'f } captance
02 SHIM v tonnews
EMB ANCHOR TYPE, IIly,Dade product CmumTj
_ - - -'-- — - EMBEDMENT AND EDGE — '_. _..... .,_
DISTANCE PER SUBSTRATE, '
11 SEE TABLE 9,THIS SHEET 1 t� EXTERIOR
• • USED AT CURVED
•
%EXTERIOR 9A)FRAME MEMBERS ONLY .. ;• �`:�� — _ v
U
• • • • �.. • - @.11.718'O.C.MAX. VISISL.E LIGHT WIDTH=
•••• • - • • • CONCRETMMU - ------
• • • • • PER ANCHOR -WINDOW BUCK WIDTH-2-314
• •• • ( -
•••••• •I • • • REQUIREMENT '-- -' ...... — WINDOW BUCK WIDTH
.-"'..'---- •
WIN .
o�w CONCRETE/CMU -
•• BUM :• HORIZONTAL SECTION C C1ili(RR ANCHOR
***066 IjEiG.i • •• • 1/4°MAX.SHIM -+•I - ---- --- O .
•••:•• % •• • 412 STEELCDN O N
000** •••1 SELF-DRILLING SMS_-, - - O'jj � W a N
• VISIBM (G5),SEE TABLE 9.
• • ••SdHT ♦ - .THSS SHEET \ TABLE 9: - Z EL t! uxoi p
\\\
••••_ •• HEIGHT- - - - Min.Edge --. Max O.C. Com'LU 2
• • - ENDOW • • .Anchor Substrate .Distance Min,Embedment Spaoing W U X— 6 0 _
••r--• • -• • (vK •• • • -- i;'1. oulhem na =. 8 '. f 3! 12• L' OQ0 (wry Stitg _
•. • JOEIGHJ'- Aluminum.808345 min.. 18• :.0 •' 2 O� Y .
#12 or#14410 S8 Screw --- - f` O '� Z
• •••2-�a^ �, INSTALLATION �---- n3s steel 3:a• o06T.—o- iz' �z n.z � 0 �
• • TYPE H sisal stud,Gr.33 min 315 1):o4r 13(3a° tT —- u
••e •• •••• • • • ---- P.T.Southam Pine CS
8118' 7318° 1T g Q O
_ -- .-_ - tom•-
••s ----
EXTERIOR. #12 or 014 Steel Screw(G5) Aluminum,808345min. 3/9° 0083" iT C f-
--- A35 Steal 3/8° "0.083" 1T
Steel Stud,Or.33 min. 318• 0.045' 18 Ga' 12'
Ungrouiad CMU,(ASTM C90). 2-1fT L+14'... tY
MIAMI•DADE APPROVED MULliON 1!4 410 S8 Creteftex '- — ....._._.._.. Z F .
Controls(mtn.3.35 kai) .1 1.314' 12' Z Z
21 (SEE SEPER IN NONS ALUMINUM, - ..
S STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ksl) 1 1.314' 72• O —
SEE SUBSTRATE PROPERTIES, 114'Steel Ultrocon Concrete(min,285 ksl) _ 2-112• ___t�18' 12- �¢ Z (D —)--3
TABLE 9,THiS SHEET Ungrouted CMU,(ASTM 6.90} 2eV2 .. 7.1/4' -- t2' O Z W N N
O Grouted CMU,ASTM C90 2.114
r-114"MAX SHIM Concrete(min.3.5 ksi) - 1-t14° 1-314' t2'
5118'Stael t.8kecon Grouted CMU,ASTM CA 2.112 1-314' 12*
X
.. `MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. U- W d
1X WOOD SUCKSTRIP, - 71-11 -te=a sauaS
SEE NOTE 2,THIS SHEET
\\\
YN
EMBEDMENT .. CONCRETE PER
:. •-
REQUIREMENT ONLY R3 LISTED ON S FOLLOW EMB AND EDGE DIS ..No.58705
OR INSTALLATION NOTES: F':•
••` - 1.USE ON CHO THIS SHEET.FO EMBEDMENT DISTANCE LIMITS.
4 !! CU
INSTALLATION EDGE 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X",ARE BUCKS WHOSE TOTAL THICKNESS IS 4.ESS THAN t-112'.1X WOOD BUCKS ARE t�j `
TYPE F ---- DISTANCE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE,WOOD BUCKS DEPICTED AS'2X^ARE.1-112'THICK OR GREATER. A STATE tlOttfF <U`
-..AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED By AUTHORITY HAVING - %dam'.
SUBSTRATE,SEE TABLE 9,THIS SHEET
JURISDICTION. - - • i .ss/ONIA��?�\
VERTICAL SECTION Q-D
--------—'-------------'-- 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SITE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
P.E.#58705
TYP.ANCHOR TYPE, 2X WOOD 13UCKSTRIP
EMBEDMENT AND EDGE —'''•� EMBEDMENT- -- OR FRAMING,SEE - INSTALLATION - INSTALLATION
DISTANCE PER SUBSTRATE, - I NOTE 2,THIS SHEET - _- -
SEE TABLE 10,THIS SHEET TYPE J TYPE K
... EDGE EDGE .:
INSTALLATION = �/ �_� DISTANCE , DISTANCE 1MI MAX EDGE DISTANCESM
—►{
TYPEI \
2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP
--- -----OR FRAMING,SEE OR FRAMING,SEE--- f RODUCI'RCNBIVBD
' NOTE 2,THIS SHEET NOTE 2,THIS SHEET as eamplyuig midi the Florida
B�uld'r�C<uto �}
MAX i Avr ptanee hb j ✓�.
t TYP.ANCHOR TYPE,EMBEDMENT AND
q
C ----..-_._-- - -
--� SHIM _ EDGE DISTANCE PER SUBSTRATE,
' SEE TABLE 10,THIS SHEET _ ------- yE — ,, l
`..l - EMBEDMENT 1 Miami Dade Product Contmf'�..�
19 I Cg 1 EMBEDMENT ~
U
• , •• USED AT CURVED
EXiERlIR 28 FRAME MEMBERS ONLY --- .. -- ----- ---- - $
-------_. 111
Oil
••••• • s • _ — EXTERIOR
••WINDOW • •••••• 4 - 71 - — ---- .� X11 M Y
• BUCK C VISIBLE LIGHT WIDTH= 5 ? zz4 V) 7i8
***"I HT • •• •• •• WINDOW BUCK WIDTH-2-3A1 -
fY P
• • • • 114"MAX 3HSM --{ �-+— WINDOW BUCK WIDTH - . ... �.n r1 O
.... ..• - II _. _ >
.
•••• i •••• N In d
VISIBLE• • • INSTALLATION HORIZONTAL SECTION E-E p LL 4-j 8 z �B a
• LIGHT •• • •••• Z D• T U- w J — p
.•.••• WINDS • ••.••• TYPEL UU X- o W
•.••• HEIGHT-• • •SUCK •s•• SELF-DRILLING SEMS o m Ya
• 2-3/4 ••• _ • •• (G5),SEE TABLE 10, o O O v ZO o
• • • • • • - THIS SHEET TABLE 10: °`Z 6.Z O
••••• •• • • f- V-
•• Anchor Substrate Min.Edge Mex.O.C. oa
- Distance S I Q
_ - _ --_- 2-1/2"x.1131 Box Nall P.T.Southern Plhe SG=0.55 - 5116" Y
— - _2_1/2'x.1311 Common Nall P.—f.
I�vs
Q �
21 — l
2-1/2"x.146^Roo4n Nail P.T.Southern Pfne SG=0.65 3/8" '-5• Z
2X WOOD BUCKS TRIP J EXTERIOR P.T.Southern PIRG 5G=0.55 - 1/2" 5° - O ~
OR FRAMING,SEE �n #10 x 1"Steel ScraW' 0 093"Atuminum,6063-T5 min.. 5116" .7 LL Z ways
-----` NOTE 2,THIS SHEET - V' tile"A36 Steel 5116" S Q
5 - 1/4'MAXSHIM MIAMI-DADE APPROVED MULLION 0.045" iS Ga Steel Stud Gr.33 6716" 5° - it O Z N
- — (SEE SEPERATE NOAj,ALUMINUM, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. V -
- —� W
STEEL FRAMING OR STEEL STUD. - - LL Z D.D_
-'- SEE SUBSTRATE PROPERTIES,
LL
INSTALLATION — TABLE 10,THIS SHEET, aB1 'xa0 cauas
TYPE JLYNN rr�o
.... — -- ... EDGE DISTANCE `�� pN'1 ......,M/t�
J '��,�''yGENSF•'•.F9 �l
INSTALLATION NOTES: ��,• � •, ,� i
TYP.ANCHOR TYPE,EMBEDMENT * No.587105
AN
}�- EMBEDMENT - TYP_AND,NCH DISTANCE PER 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ;
SUBSTRATE,SEE TABLE 10,THIS SHEET 2,WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1=1/2•.1X WOOD BUCKS ARE �I I^�
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE,WOOD BUCKS DEPICTED AS'2X"ARE 1-iM°THICK OR GREATER. -7# t
INSTALLATION TO THE SUBSTRATE WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING STlTE OF
VERTICAL SECTION F-1= JURISDICTION. ���.' FcoR�O?•' ���
_ ___— F-
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM El'YHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E.
RE.#56705
r
2X WOOD BVCKSTRIP
EDGE QR FRAMING,WE INSTALLATION TYKE M
DISTANCE NOTE 2.THIS SHEET _ INSTALLATION EMBEDMENT
INSTALLATION TYPE M FOR THIS lNSTX616ON TYPE N
-- - -- -- EMBEDMENT IMETHOD ONLY
�_.
FOR THIS INSTALLATION -- _-- - ANCHORS MAYBE NO -
:ANCH.I.�=W
THODY .114"MAX t MORE THAN 8'C.G.
BE NO " C ' 7 EMBEDMENT SHIM L -------._� _ tX WOOD BUCKSTRIP,SEE _--_--
0 RE TAN W D.C. _. 'L 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET
-- OR FRAMING,SEE I- PRODUCT'RENEIVEFl
.__..._ _ a. -° _ esoomr4yb*wWllda Florida
NOTE 2 THIS SHEET - . BwIdwOCode �•y
ti/4"MAX _ .__.TYP.ANCHOR TYPE,EMBEDMENT AND Acceptpmro Nom
_:.... 3 SHIM EDGE DISTANCE PERSUBSTRATE,
- —
4 .. SEE TABLE 11,THIS SHEET , $y" `*�•
TYP.ANCHOR TYPE, ) Mfvai porde Product
EMBEDMENT AND EDGE -
DISTANCEPERSUBSTRATE, ft
11 SEE TABLE 11,THIS SHEET 1 3EDGE
.
• •• USED AT CURVED DISTANCE ^
i.' • 4Pi='=• -'-0 11-W MEMBERS ONLY ... _ __ ll EDGE
:*Ste••e• . 0 11-7�'o.c.MAx .. - --- �— � -' ��,. DISTANCE >
.....• CONCRETE/CMU -
_.... -
••••• • • • • � PER ANCHOR .- - ..
• • • • REQUIREMENT --- 4 -- - - CONCRETElGMU M X
•WINDOW • •••••• 11 PER ANCHOR a rn 'a
• BUCK VISIBLE LIGHT WIDTH_ 5 - r
See"ItiHT : •••• •••••• 114'MAX.SHIM I}� ,I - �'_�- WINDOW BUCK WIDTH-2.314"..:` REQUIREMENT W ,�. 0 a
•••• ••• • •••••• - I T 11�-- WINDOW BUCK WIDTH -� EXTERIOR .�,^ .�. eI� Q N
• • J • �a n co
rj-
• • ••
p N 47 d
• HEIGHT- •. *9 0•• INSTALLATION TYPE o HORIZONTAL SECTION G-G �' ' °'� � �
••••• LIGHT -
VISfBLE
••• 'FOR THIS INSTALLATION
_(�$U X.rJ7 D
WINDOW • METHOD ONLY, TABLE 11: - ILI- x 'oN
0:00*' BUCK i • • • s••• ANCHORS MAYBE NO - ge Max.O.C. o W c o -^r^, U' d .
HEIGHT- Anchor S"fate Mie Ed Min.Embedment 7
• Y-314• ••• • •• •MORE THAN 5_D.C.--- Distance Spacl o ®O w _O ro'
• • • • i P.T,Southam Plne SG=0.55 0118'
EXTERI1.316' 8' r Z d Z .., �- LL;
••••.• •• • • #12 STEEL #12 or#14 410 SS Screw AlunBnum 8063-T5 min. 318' .083`' �.. Q
• •
•• • SELF-DRILLING SMS A38 Sled _ 318" 0.083 8' J O>
Steel 3fud,Gr.33 min. 3/8" 0.045'18 t;e' 6" Q _.
(G5),SEE THIS 3HEE7 '- ..._�.__�_. A.T.Southern Pine SG-1.65 -9/18' 13/8' 8' Rsa4S
....t- #t2 or#14 Steal Screw(G5).-----Aluminum,606375 rain. 3181 0.063" 8^ _ Fn z O _
A36 Sied 318' 0.083'' 5'
21 _ TYP.ANCHOR TYPE, Sleet St
OR Gr.33 min. 3r8" 0.045 18 Ga- 6� ,_.0z _
EMBEDMENT AND EDGE __ routed CMU,ASTM G90 2-U :3q
7 1-1/4' 12"
B 114"410 SS OmteFle% ¢ J NODS
DISTANCE PER SUBSTRATE, �• Concrete(min.3.35 kel) i" 1-314" 17 , Z Q
SEE TABLE i t,THIS SHEET Concrete min.2.85 ksl t' 1-314' 92' O ~ N N
-1/4"MAX SHIM MIAMI-RADE APPROVED MULLION - Concrete min:2.85 kel 2-i/2'
(SEE SEPERATENOA),ALUMINUM, t/4"Steet U9racon 1316' 17_ W W Z
y uteed CMU, ASTM G00 2.1/2' 1-1741. - 17 a a
._L STEEL FRAMING OR STEEL STUD. X Z
Grouted CMU STM G90 2-117 t314' t2"
'- -_ - SEE SUBSTRATE PROPERTIES, �� � IL U. - -
Concreto kI.3.5ke VV4' 1-314' 12" _
INSTALLATION - TABLE i1,THtS SHEET 5118'Stall LAlrecoh- .. Nut 'asad souaS
.�-- -- Grouted CMU,ASTM G9D 2-1/2' 1-3141 17
TYPE N - 1X WOOD BUCKSTRIP, MIN,OF 3 THREADS BEYOND THE METAL SUBSTRATE.
SEE NOTE 2,THIS SHEET 1111111 It I/I/
\
\N'�plaj.....N,r14/ie
INSTALLATION NOTES: '\.•'11GFNSF F.Q i
EMBEDMENT
4 - 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. - - ">!t: �1•No.58705
` 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 9-ild'.9X WOOD BUCKS ARE -
EDGE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLIDCONCRETE.WOOD BUCKS DEPICTED AS"2X"ARE 1-1/Y THICK OR GREATER.
I INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BYAUTHOR TY HAVING
-"i DISTANCE JURISDICTION... 0 •,.• STATE OF ,•�/4/\
VERTICAL SECTION H-H 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.- ////SS7pNAL-
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYt1dll4iLtER PE.
P.E.$58705
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS_
FLANGE_&EQUAL-LEG FRAMES FOR FIN FRAMES
ekoDucr Ri;NEtvED
k ANGLEOICURVEDASSEMFRAME ASSEMBLY ASSEMBLY-'—'-_' Uy
�9D°CORNER 90°CORNER Miami UedFRAME ASSEMBLY10 11U 1• •• ALLCORNERSTOSTO 1KET + USE GASKET I• AND/OR SEALANT•I• C j' AND/OR SEALANT1 E -LEGFRAMEauAl••••••• FLANGE FRAME p �- 0••••• • • •••• WITH > r. 'T a1o0 p 04
•••••• •• •iii-LEG FRAME AND EXTERIOR FRAME WE DERED FRAME WIT. SR --.. ANO EXTERE.ERIMITERED OR FRAMEWE OS INTERIOR O W
FLANGEVRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT .-.l p Z B ~
:6006 30 • •••• SCREW BOSSES.SEALANT A7 ALL CORNERS n SCREW BOSSES.SEALANT ALL CORNERS Z LL• in LL w W d
• • •••••• � `-� F Z m 0) b
•.•••• . •••• •••••• O Y r
• •••_ • • •• o> qp v ZO zp o
. . • — 2.784' - – 2.784' 2.784• z (L z 0 M a
9:04194 ••r• • • _ .094' —+-t 4�..� = ,094' „ �� � � p
- .rI tom.— 094' --►t L..---
""��"" 074" 062' 074' 062' 074" 062
TABLE 12: •••• 7 -- - < z
1.375' 1 1.375'
Item PGTPart# Dasctlption Material _1__ y Z +awls
' g - 1 675 .438' .500" ..436' 500' 436' ? O t/y
1 4263C Flenged Frame Alum.8063 T5 1000 I i f-
2 4286 Equal-leg Frame - Atum.6063-T6 �_..... ._ � �—"�{` 060"oaor _..� — A50^i0aov 1.125" � � a p � alZs
3 4268 Integral Fin Ftarrre Alum.608376 J FLANGE FRAME EQUAL LEG FRAME •q77• LL Z
4 4265 7/16"Lemi.Glass Bearing Alum.6W3-T6 O#4253C,6063-T5 0 00
#4265,6063-T5 ---
b 4264 LG,Glass Beacling Alum.6063•Tb 3 FIN FRAME u X
'60 4270 Installation Fastenar,Cowr Atom.608345 #4256,6M3-T5
u m
- - axil osa0 seuag
6b 4224 Installation Fastener Cote} Rigid PVC
10" 70589C Gasket(at 90'cornei joints) Polyethylene _ { .970' .346• 1.031' 1
11 TP24718 VWyl Bulb Wootherstdp Flex PVC,Duro.65+/-i 676 .875' \����. •'\,\GENgF'•�Fp
13 Lbw 899,GE 7700 Silicone or EquiY. Q
- ,
20 1 71862K Setting Block Mono.3119'x 7116'x 4" Neoprene,Duro.85+/-1 050 'y1� p50 A50, _ No:58705
"r . - -
21 71704AK I Setting Block LG.&10"x 1-3137'x 4`° Neoprene,Guro.66+/-1
22 DURAK716 7/18 OuraSsai S aces 7116"LAMI LG,GLASS INSTALLATION ;-V (/. � -
P FASTENER COVER %�'•. lr,t� tj
GLASS BEADING BEADING � STAIItOF u/.
28 #6 x S-Ira"FH sMS stainless Steel 4 6a ;,0�'•,
#4255,6663-75 #4254,6063-T5 #4270,6063-T5 LOR50,.•'G
30 781PQX 1#8 x 1"Quad PH SMS Stainless SteelSCS "•
110111110",
A.LYNN MILLER,P.E.
P.E.#58705
CITY
REi
MAY 0 5 2015
MIAMMDE
IIA
2B
• ON
DEPARTMENT OF REGULATO C ONITC ES
A OURCES R I`1805 SW 26 Street Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) Nyww.m1nm1dnde.t?ov!economv
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 RER -
Ptoduct Control Section to be used in Miatni 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. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the Nigh Velocity Hurricane Zone.
DESCRIPTION: Series"CA-74OF Fixed Casement"Aluminum Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details—
LM", sheets 1 through i l of 11, dated 08/08/12, prepared by manufacturer, 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: Large and Small Missile Impact Resistant.
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 forinVmd-or-at th job•sit�e.at the request of the Building Official.
This NOA consists of this page 1 atr�i evi4gnee page f-j,js a dell as approval document mentioned above.
The submitted documentation was avNeiv O by Miklittei P)-rgj,P.E.
• NOA No.12-1218.11
•
MIAMI-DADE ••• Expiration Date: April 11,2018
�.
Approval Date: April 11,2013
•
Pagel
. .. .. . . . .. ..
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details — LM",
sheets 1 through 11 of 11,dated 08/08/12, signed and sealed by Anthony Lynn Miller,
P.E.
B. TESTS
L 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
along with marked-up drawings and installation diagram of a series CA74OF
aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc. Test
Report No. FTL-7063,dated 09/17/12,signed and sealed by Marlin D. Brinson,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-2010,
dated 12/07/12,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,
P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours& Co.,Inc.
for their"DuPont Butacite@ PVB Interlayer"dated 09/08/11,expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co., Inc.
for their"DuPont SentiyGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC--2010, dated December 10,
2012,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated December 10, 2012, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by
Manuel Perez,P.E.
G. OTHER •• •
1. None. .. ... .. . . ..
r
• ••• Mans el Per�.,1.
• • • • • • • • • • • Product Control FAamV.,
r
NOANo. A 1 1
..
••• ••• Expiration Date: April 11,2018
Approval Date: April 11,2013
••• • • • • Xw4
• •
• • • • • • • • • •
5/16'LAMNATED -,_ 7/IrLAMINATED
rm
RATING Goss STACK GLASSSTACK
GENERAL NOTES:SERIES 740...-. -._......._ RATED FOR LARGE&SMALLIMPACT-RESISTANT FIXED CASEMEWTWINDOWMISSILE IMPACT RESISTANCE ire'N+NEALEb $B DUPONT 37$'ANNEALED OR ----$aD DUPONT SOP
... GLASS BUTACITE PVa HEATSTRENGTHENEO 3118'AMMEOOR
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY -� 11$'ANNEALED CLASS i HEATSTRENGTHENEO
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, PRIOR 39 `GLASS EXTERIOR 88 GLASS
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 60`WITH _______ _
53"VISIBLE LIGHT WIDTH(DLO) � i
2j SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE B,SEE SHEET 2 1 11118"GLAASS 11/16"GLASS
DEBRIS REGIONS,FOR INSULATED GLASS INSTALLATIONS 4" �— �� _ I� SITE 38 BITE
ABOVE 30'N4 THE HVHZ,THE OUTBOARD LITE(CAP)MUST -- --- ----- 4"MAX. 1 -------.-i-.
--------------
3)
------- - — _�#�_ ... a
TEMPERED. ------
3)FOR MASONRY APPLICATIONS 1N MIAMI-DADE COUNTY,USE I IF JAMB IS 32-- 50 32-- Q
ONLY MIAMI•DADE COUNTY APPROVED MASONRY ANCHORS. I OVER 60'..
MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN GLASS TYPE 1, GLASS TYPES 2&3
PINE,ASTM D90 CONCRETE MASONRY UNITS AND CONCRETE _ _ 7 `-------
WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. -
ne'NKMf. 716'NOM.
A A,SEE GLASS STACK GLASSSTACK.
-
4)ALL WOOD BUCKS LESS THAN 1.112°THICK ARE TO BE 69" I SHEET 2 78" 5n6•LAAaNATfD _ 7116-LAMINATED
CONSIDERED IX INSTALLATIONS.1X WOW BUCKS ARE VISIBLE .. / - HEIGHT -_ T GLASS STACK -- GLASS STACK
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. LIGHT /J - -- ff IW ANNEALED - 3016"ANNEALED wt
71/6'A—A --GLASS iN'NFGSPACE HEAT-STRENGTHENED GLASS
WOOD BUCKS DEPICTEDAi 2X ARE IAA THICK OR GREATER. HEIGHT r °DUB
• 1X AND 2X BUCKS QVH@N USED)SHALL BE DESIGNED TO (OLD) I 116•ANNEALED OR y aLaiB DUPONT 3/18'ANNEALED
•P QPf Y TRANS1 .10ARS TO THE SlRUCTdRE.WOOD BUCK �. { TEMPEREDGkASS --- GLASS-' -
•"bbg$$�I DINSTALLATION I THE RESMN9181LITMOF THE - "--- '--- uANNEAL - 31WANNEALEDOR
38 39 HEATSTRENGTHENED GLASS
ENGINE R OR AR ECORD. • • ...i 23 O.C.MAX., ---�. .... Exrron
� � IF JAMB IS E74fERIQR ..i ... 1-
•
@5)ANCHOR EMBEDMENT TO BASE MATEtIA'SH&:BE BEYOND f - 80`OR LESS. 37 11/1'MASS 37 1111 SITE
WALL DRESSING OR S9JCCO.USE ANCWW6 QF*SiLIFFICIFJVT _____ ____ _
.*EMBEDMENT AS SPECIFIED ON TABLE 3,SHEET 4.NARROW
••JEtiAfSLLALANT ISbSEDOR ALL FOUR CORt1Et2�3F THE FRAME. .- ^— ...._ -.. ........„ -- 1 yy i yy
�- -- . ...._...L ------L..
ATION AN O S SHMULD BE SLttLEO.f0VERALL f � B 19"O.C.MAX.IF
�S t.INGfFLASHI I SiRATIGY FOR WAFER%kSRSfANCE OF 23'O.D.MAX.IF I
• HEAD OR SILL .__--I"'--------� �•�+----r-�"----- HEAD OR SILL 031 132 5D
•tj�S Ag WNTION SHAD E BY OTHER)&V p BEYOND THE IS 60"OR LESS. IS OVER W. 32SCOPE OF THESEANSTRUC 11&NS • • GLASS 4&6 GLASS TYPES 6&7
••EIl BIZ ARE REQUISR EDAT EACH ANCHOR LOCA TION WH ERE TYP,ELEVATION OF FIXED CASEMENT WINDOW
• THE PRODUCT IS NOTFLUSH TO THE SIIBBTIR�IT*,6JSE SHIMS - 718 NOM.
��++��1�6 E OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY GLASS STACK -- _------- "� 7115•LAMINATED
•:OT I MUST B jSU�F%.'1�,A!•�ITLY ANCFMMI"(91 EStST LOADS TABLE 1: � --- 1 GLASS STACK
I&POSED ON THE =• V�INDOW. • •• VVAIRSPACE 311WANNF.ALED OR
�HEATSTRENGTHENED
• • • • Glass TYPES Sheat N 3/16'TEMPERED GLASS
• 10 656111M PRESSUWU•• • • GLASS _..,096'DUPOM SOP
A.NEGATIVE DESYSN LOADVASED ON STRUCTURAL TEST _ 301$'ANNEALED S
PRESSURE,FRAME O)6V 61S AND GLASS PER ASTM El 300. 1 5116"Lauri(116 An-Off PVB-1/8 An) 6 C3 HEATSTRENGTHENED GLASS
B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, 2 7116"Lard(3116 An-.090"SGP-3/16 An 8 EXTERIOR ------T
STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS 4
PER ASTM E130o. 3 7116"Lan1i(3118 HS-.090'SGP-3116 HS} 97
4 718"Lami.IG(118"An-7116"Air-1/8"An-.090"PVB-118"An 10 11116"GLASS
33 BITE
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 5 718"Laml.IG(118"T-7/16"Air-1/8"An-.G90°PVB-118"An 7 f;�
TO RESIST THE WINDLOADS CORRESPONDING TO THE 6 718"Lam!.IG(3116"An-114"Air-3116"An-.090"SGP-3116"An 8 01 ----------.-�.,
REQUIRED DESIGN PRESSURE.THE 33.1/3%STRESS INCREASE 7 7/8"Lam].IG(3016"An-114"Air-3116"HS-.090'SGP-3116'HS 9
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 8 71W Lama.IG(3/16"T-114"Air-3/16"An-.090"SGP-3116"An 8 31 32 50
LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF g 7/8"Lauri.3G{3/18"T-1/4"Air•3/18"HS-.090"SGP-3/16'HS 9 4pplaeeJ as tomplylagelilt We
ANCHORS INTO WOOD.ANCHORS THAT DOME ETT CONTACT GLASS TYPES 8&9 FYorld BLldla CRdp c
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE - 1t1IIt! ' _-----_-- Y ----- -------- - ate IL�•`7��•;'T
REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR Revised By, Date: Ravision: IjOAN
(4
CORROSION RESISTANCE. `�� N"(LYNN&14 ��ir Mlaell ddd Ade Peed L_
` O
...........
......•••• [ Revroed Data:
$etoaioa B ;F•
9 REFERENCES:TEST REPORTS FTL•7063,3578,3560 3724; LGF.NS l ' Ff' t
GENERAL NOTES....................._......1 �.
FORELCWOOULTRD
CONSTRUCTION
NDA;ELCTION AND
ADM AL NON;M DESIGN
NDS ELEVATION........................_.......»....1 � �• ��
FOR WOOD CONSTRUC170N AND ADM ALUMINUM DESIGN - GLAZING DETAILS......................_...1 � � No.58705 _ f
MANUAL. INSTALLATION........._.._..................2 - ,* t.. L--3
ASSEMBLY TUBE DETAILS......._._.3 Oescriptian: - - Hrown By:
ANCHOR SPECIFICATIONS_,._......4 %`O ` 'j ) t-3 GENERAL NOTES&ELEVATION J ROSOWSKI
ANCHOR QUANTITIES......_.............43 STAT OF
DESIGN PRESSURES.- 6-10 '�T FCORIOF:•'.•��\� 1 70N. TECHNOLOGY D75E Title: Date:
ASSEMBLY DETAILS/BOM..............1'. A%" SS1pNaL 1, Noi 1BOFl.'529 FIXED CASEMENT WINDOW DETAILS-LM 08!08112
/1 t 7 i I I t 111 Se++es/M«IeC Scate: Sheet: Urew q No. Rev:
A.LYNN MILLER,P.E, CERT. OF AUTH. #29296 CA-740 NTS 1 OF 11 MD-CA740F-LM
P.E.N 58705 ____ -,__
INSTALLATION EDGE INSTALLATION INSTALLATION
OPTION"1 �" '- EDGE DISTANCE OPTION
DISTANCE -j"-__ . -- «-�-- OPTION 2
- - INSTAL
CONCRETE/CMU INSTALLATION
INSTALLATION ANCHORS PER ANCHOR ANCHORS DIRECTLY
Iwo 2X WOO11
ANCHORS INTMASONRY.
REQUIREMENT -- _
EMBEDMENT INTO MASONRY. __.-"_..".___.�..... BUCK WIDTH ..—...--"- ---------------------►1 INTO METAL.
71 J1
TYP,ANCHOR :.,� ""._ SHIM MAX
TYPE, _ !p SHIM
EMBEOMENTAND : AS REQUIRED #12 STEEL
--- EDGE DISTANCE ,<. -1 4} PER TABLE 3,
PER SUBSTRATE, �-..� SHEET 4 _ SELF•DRRLWG
.. SEE TABLE 3, - - ... 3 ........ SMS,SEE TABLE 3,
AS REQUIRED 1 """' SHEET A. - ' SHEET4.
PER TABLE 3. 2 _�'.....- • - -
SHEET4 - -� 34/
^� _ DADE APPROVED
-t\3_lt EDGE •° _...—------ - ""---..... ....._ -"�f" �, MULLION,ALUMINUM,
DISTANCE _ ('�=-1 STEEL FRAMING OR
++ ; 38 39 35.-3')1 -,// --------- L STEEL STUD.
EMBEDMENT - --• _/,-� VISIBLE LIGHT WIDTH{DLO) -- ."-� l _
• •• �,f tltt"'''���"������ __---.- EXTERIOE2
70- - WINDOW WIOTN —► �j
• ... • ..
OPTIONALH� HORIZONTAL SECTION A-A
......
• • • • SILL FLANGE JAMBS --
•••••• -
SEE DETAIL�.
•••••• • • • Al,BELOW
NOTES:
• •
see** NOTES: 1)WHEN INSTALLING VISIBLE LIGHT FORMULAS
0:000*• 1 j COMBINATION UNITS, WIDTH:WINDOW WIDTH-7
HEI�177•••dtSIBLE ••••• 1)USE ONLY SUBSTRATEAPPROPRIATE i 1 , ADDITIONAL INSTALLATION HEIGHT:WINDOW HEIGHT-7
•
00000 ••• •
LIGHT ••••• ANCHORS LISTED ON TABLE 3,SHEET 4. j j I
--------- - ANCHORS MAY NEED TO BE
FOLLOW EMBEDMENT AN AND EDGE 1W MAX _ INSTALLED THROUGH THE
••••• •••*HEIGHT •••• DISTANCE LIMITS.ANY INSTALLATION % j
"������ WINDOW FRAMES AT 10`MAX.
• (DLO) • BUCK OPTION SHOWN MAY BE USED ON ANY - - FROM EACH SIDE OF THE FRAME
• •
0000 •••• HEIGHT SIDE OF THE WINDOW. __ "" ASSEMBLY TUBE CENTERLINE.
••• }ERtOR SEE TABLE BELOW:
• 2)ALL WOOD BUCKS LESS THAN 1-112' - ����������� /
000060 •• ••••• THICK ARE TO BE CONSIDERED 1X ____ Additional Anctwrc Raqutred on each
• • • t0"MAX. -+^i
• •• • • ••
INSTALLATIONS.1X W000 BUCKS ARE Side ottlq From Assembly Tube FAT)
OPTIONAL.UNIT MAY BE INSTALLED Window Anchor Type
• •••• •••• ••• DIRECTLY TO SUBSTRATE.WOOD BUCKS L----►SEE DETAIL A2,BELOW u Width
• DEPICTED AS 2X ARE 1.10 THICK OR t - i?'-22.V
•••• GREATER.1X AND 2X BUCKS(WHEN USED) "G''_-I
SHALL BE DESIGNED TO PROPERLY 23'.25.9' 1 1
�"
TRANSFER LOADS TO THE STRUCTURE, l" 25+ 1 1
--- -- Window Anchor Type
WOOD BUCK DESIGN AND INSTALLATION "-"-" -""-- LL Height A B,C 8 D
I3 THE RESPONSIBILITY OF THE ENGINEER
-- ----- OR ARCHITECT OF RECORD.MAXIMUM 17"-22.9' 0 _ 0
SHIM THICKNESS TO BE 1/4. 23^-25.9' 0 1
�J
1 DETAIL IZ 28'� t t
--04 Al `�.'----------- DETAIL
-- A2 Approved as complylog xith the
F7orld 17ult)gg Code
1XWOOD tttfililt) Date
SUCKSTRIP, - \\�� O L L(�/' Revised By: Dine: Revision: M}OAIIA��p
��.•,,,,,-!14/ i dfk!ntl Dads Pruduet C�oalml
SEE NOTE 2. ` .••'\CENSB'•'•F'D : it/ -"`
THIS SHEET. v' { -_ _ y. Y! .
Q�. ({l Raviaed By. Dote: Revislan: It ay '
TYP.ANCHOR TYPE - - 114 MAX SHIM = 1 No.58705 Nr
EMBEDMENT AND EDGE' 1—��..-------�
OISTANCEPERSUBSTRATE,-......_ -- �. .!• -,.. -�a, � •. ..: t � •'(Y' _ - piton: Y'
j � Jt
- Y /- � .--"� �® Dascn Drawn B
SEE TABLE 3.sH£Era. coacRETE EMBEDMENT '•. 3 f8 lir GENERAL NOTES 8t ELEVATION J ROSOWSKI
PER ANCHOR -'v ��}�•'• STA C P '-\��� 10'70 TECHNOLOGY DRIVE Title;
Date:
REQUIREMENT= �. ': ..� . '' '� �' CORIO '• ��` N" VENICE, Fi, 342/5
INSTALLATION,OPTION 3 — �,SS/ ��" P.O. BOX 1529 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12
INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B •',/7%N,A,�'°`4 ° NOKOMIS, FL 34274 Sariesjtdodot: Scale: Sheet: lNowing No. Rev:
iX BUCKS7RIP INTO MASONRY. A.LYNN MILLER,P,E. CERT. OF AUIH. )(29296 CA-740 NTS 2 OF 11 MD-CA740F-LM
P.EJ 58705
FIXED CASEMENT( FIXED CASEMENT CASEMENT(OX) AWNING I CASEMENT/FIXED CASEMENT(XXO) App.vcd al Complying.1th the
------------- Florida at -C i
Date
FIGURE 1: FIGURE 2: 7410 SERIES 1�00
M�ml Dade Produp0toml
AWNING
WINDOW
NN" /Y C C -_D FRAME
F TUBE
HEIGHT ASS MSLY FRAME ASSEMBLY TUBE NOTES.
l(r.SEE NOTE 7, -_0 - - -
THIS SHEET 1)DIMENSIONS SHOWN ARE
740 SERIES TIP-TO-71P DIMENSIONS FOR EACH _j
—CASEMENT INDIVIDUAL WINDOW.FOR SIZES NOT
WINDOW LL
WINDOW SHOWN.ROUND UP TO THE NEXT
WIDTH AVAILABLE WIDTH OR HEIGHT
T40 74 DIMENSION SHOWN ON THE TABLES.
-E
0
SERIES FRAME SERIES
FRAME 2)ANY 740-SERIES PRODUCT
FIXED ASSEMBLYCASEMENT ASSEMBLY (CASEMENT,AWNING OR FIXED Al _J
..... CASEMENT TUBE WINDOW' TUBE
WINDOW :-E CASEMENT)MAY BE ATTACHED TO <
740 SERIES THE FRAME ASSEMBLY TUBE.FOR
- FIXED ALL WINDOWS,USE THE WINDOWS
CASEMENT NOA FOR ANCHORAGE.81ZE AND
DESIGN PRESSURE LIMITATIONS. 8 ui ILL
WINDOW 0 a
-------------------- *SEE FRODUCTS NOA FOR 3)ALL WINDOWS IN THE w 18
INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO ca Q 6i
0740 E IE INDI%4DUALLY COMPLY WITH THE z
OMENT REQUIREMENTS OF THEIR w
.0AIN F E EXTERIOR RESPECTIVE NO&
>;
WINDOW z z
00000 000 0 000000 4)FRAME ASSEMBLY TUBE TO BE C.0
0 0 LLJ
000000 0000 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN 2
w
0 AWNING CASEMENT DETAILS,NTH MIN.#12 X I'SH8ET (j) ui
4EP *00411 0400 WINDOW WINDOW* METAL SCREWS.USE THE SAME U)
*00000 SPACING AND QUANTITY AS THE <
61)DETERMINE YOUR WINOOW SIZE *0410000 MIN,#12 X I'SMS THROUGH OPPOSITE FRAME MEMBER.
AND GLASS INSTALLATION HOLES ..... ------ FRAME w
000000 0 0 0 0 0 FRAME ASSEMBLY 2
5)THEFRA EASSEMBLYT SEMAY ra
I ui
.14.SERIES
IXTEI
JACHSR T'Alt W —ASSEMBLY TUBE 6r IN LENGTH(AS USED 0 w u
,?"OWING YOUR NOT C i 10� x
.ISUBSTRATE, 4k&NE? 0 0 TUBE IN-A-83'FLANGED WINDOW)OR BE
YW~OR GROIJVJJ%�6 09 MIN.#12 X _,MIN.1 T2 X USED IN TEE OR CROSS n LL LL P
l*SMS
TABLE 3,SHEET 4. 1*SMS THROUGH CONFIGURATION&
THROUGH 740 SERIES
3)FROM SHEETS 6-10,FIND THE INSTALLATION
INSTALLATION CASEMENT HOLES 6)THE FRAME ASSEMBLY TUBE IS ------------
SHEET FOR YOUR GLASS TYPE. HOLES WINDOW NOT REQUIRED TO BE CLIPPED TO
FIND THE PRODUCrS DESIGN ---------
PRESSURE FROM THE TA13LE 710 SERIES: 740 SERIES THE SUBSTRATE.ALL EXTERIOR la
LABELED'DESIGN PRESSURE FIXED EXTERIOR FRAME CASEMENT ---------- J04NTS TO Orl SEALED BY INSTALLER. 911
ASSEMBLY 0 g
CASEMENT WINDOW 740 SERIES an
IPSF)FOR SINGLE MNDOWS.ALL 4� TUBE EXTERI$OR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, vi
ANCHOR GROUPS'. WINDOW - <
CASEMENT ADDITIONAL INSTALLATION ANCHORS cs:�
HORIZONTAL SECTION C-C WINDOW MAY NEED TO BE INSTALLED
4)DIMENSIONS SHOWN ARE THROUGH THE V44NDOW FRAMES AT t-.
TIP-TO-TIP.FOR SIZES NOT 10*MAX.FROM EACH SIDE OF THE ---------- P
SHOWN,ROUND UP TO THE NEXT' FOR EACH MNDOW IN A COMBINED ASSEMBLY� VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE
AVAILABLE WIDTH OR HEIGHT
CENTERLINE.SEE TABLE BELOW,
DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES I&2.THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Additional Arichm Roquired on each .........
TABLES. $Ide oftha FlownIt Assem*T.txt(FAT)
V:NS$
2)FROM SHEETS 6-10,FIND THE$HEFT FOR YOUR GLASS TYPE.
5)USING THE TABLES LABELED Wil Anchor lvps
A B4O N1,
WNDOWANCHORS REQUIRED* 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'VMDOWANCHORS REQUIRED'(TABLES 2A&2B,SHEETS 4&5).THIS MUST BE DONE FOR EACH WINDOW IN
(TABLES 2A&28,SHEETS 4&6), THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP4041P.FOR SIZES NOT SHOWN,ROUND UP TO
?2. 0
0 giz
DETERMINE THE NUMBER OF THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 23.25.W 0 1 -0
> I�
ANCHORS NEEDED IN THE HEAD, 28*� 1
SILL AND JAMB$OF YOUR STATE OF
4)USING THE TABLE LABELED WNDOWANCHORSREOUIRED'(TABLES 2A&2S,SHEETS 4&5),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND 7 Window Anchor IV�_
WINDOW. JAWS OF YOUR WINDOW. 01
HIII91t A 1�8,C&o ..........
6)INSTALL AS PEP THE 7 22-
5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE ge 170 ffl 214' 0
INSTRUCTIONS ON SHEET 2. SHEET 2),AND THAT MIN,#12 X I-ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 231.2&q. 0 1
A,LYNN MILLER,P.E�
P.E.116II706
TABLE 2A:
Window Anchors t37
Required "and Less on Shorl Side Dimension Approved as complying with ile
Q r+torida utding
Short Side nate 7 r
Anchor Type under25-1&111. --27--314 31-112" 33.112' 4" 37" AN
A 8 C" D A_ B C D A 8 D A B_ C 0 A B C D A B C D A B C D A 6T=1) _ Otigmi Dade utl,
undo 23" Long Side 2
Short Side 2 2 2 2' 2 2� 2 2 2 2 2 2 2 2 - 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 BY.,�,. s
25-i&16" LorgSide 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ? 2 2 2 2 2 2 2 2 2 2. 2 2 2 I
Short Side 2 2 2 2 -�2-- 2 2-- -2- 2 2 2 2 2 2 2-- 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
35" Lo Side 3 3 3 3 3 3 3 3 3 3 ' 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 1)USE THIS TABLE FOR ALL WINDOWS PER THE
3T' L Side 3 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN g
Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4. 3 3 ARE TIP-TO-TIP. "J
44" Lore Side 3 4 3 3 3 4 3 3 4 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 Ll_
Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 2)FOR SIZES NOT SHOWN,ROUND UP TO THE O
Long Shia 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 8 3 3 4 8 3 3 5 6 3 3 NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION h
441!4" -ShM Side 2 2 2 ? 2 2 2 2 2 2----? 2 2 2 2 2 --3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 SHOWN ON THE TABLE. J
L Side 4 5 3 3 4 5 3 3 5 6 3 3 5 6 3 3 5 6 4 3 5 6 4 3 5 B 4 3 5 7 4 3 60
531!8" 3)THE WINDOWS SHORT ANO LONG SIDE MAY BE .`o_
Short Side- 2 2 2 2 2 2 2 2 2 ? 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3' 4 3 3 INVERTED.
J p
5g, Long Sidle 4 6 4 4 5 - B 4 4 5 6 4 4 5 8 4 4 5 7 4 d 6 7 4 4 6 7 4 4 6 7 4 A
ShaISI ? 2 ? 2 2 2 2 2 2 2 2 -2 2 2 2 23 3 3 3 3 3 3 3 3 33 33 4 3 3
Lo SI 6 4 4 5 7 4 4 6 7 4 4 8 7 4 4 6 8 4 4 6 8 4 4 8 8 5, 4 7 8 5 4 IN SEE NEXT SHEET FOR ADOlT10NAt. F•-
__ INFORMATION. N � Q e-
• LL
63" • ShatSi�e i Q 2 2 2 .? 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3- 3 3 3, 4 3 3 `-
02 L_or SWa 5 7 5 5 6 7 •5 5 6_ 7__ 5 5 6 a 5 5__6 5 6 _ _ �_ 0
66-13111 a 7 5 5 7 9 5 5 T 9 5 5 O Z ��'
m Short Si e 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3
O1 Long Sic• 5 5 8 7 5 5 6 8 5 5 S 8 5 5 7 6 5 5 7 9 5 5 7 9 5 5 7 8 5 5 m 00 O
RSR• Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 _ 0
Long Side a 7 5 5 * •e•5 5 6 8 5 5 6 8 5 5 7 a 5 5 7 9 5 5 7 9 5 5 T 9 5 5 d ZZ>
• Shat Side 2 2 2--2--�� 2 2 2 2 2 2 2 2 -2 2 2 3 3 3 3 3 3 3 3 3 3 3" 3 3 4 3 3 Z > tl Z
70" .Lag S_ 5 5 0 5 5 6 6 5 5 6 e 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 id 5 5 Q Z N Z
•••• Shod Sifie 2 2 ' 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3
• • Long Side 6 7 5 5 6 8- 5 5 7 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 10 6 5 d W
••ro• Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 Uj
SII • 74,• Long Si �7 5 5 8 5 5 7 8 6_ 5 7 9 5 5 ___T 9 5 5 8 10 5 5 8 10 5 5 _8 10 6 5 (YJy �
• •••• ShodSitle 2 2 2 2 2 2 2 2 2 2 2� 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 9 4 3 3
SAMPLE CONFIGURATIONS:
> a
• 76,• Lag Side � a 5 5 V wh 5 5 7 9 5 5 7 9 5 S 8 9 5 5 8 10 8 5 8 . 10 0 5 8 i1- 8 5
Sheri Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 9 3 b 3 3 „( `o
84" Larg Si 8 5 5 i 5 5 8 10 5 5" 8 10 8 5 8 11 8 5 9 N 6 8 9 11 8 B 10 12 7 6 X a m�('} V W U
Short S-a 2{ 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 X X x X O .n `a It R Z o x
•31g„• Long Side 9 12 7 7 1 13 7 7 11 14 8 7 11 14 8 7 12 15 8 8 13 16 9 8 13 f8 9 8 1-0 17 10 9 --- - Q ° -y $Q t IL r�
Short Sid SPO 02 2 2 a 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3
134” Lag Si ti 1 8 8 12 15 9 8 13 f8 9 8 13 17 _9 9 14 18 10 9 15 19 11 10 15 t9 11 10 — ----}---- w
Shod Side 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 3 3 3 37T7[711-3 3 3 3 3 3
N p
L Stde 12 t5 9 9 13 17 9 9 14 18 10 9 15 18 10 9 18 20 if 10 x o O ('a N N N
145" Short Side 2 2 2
27123
2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3
X O LL i
TABLE 3:Dont ...--- z r,7 vi �
TABLE 3: (cont)
SUmrn a
Mtn. Min. Anchor Mir. Min. Anchor -_ z � a
Group Anchor Substrate Edge O.C. Mfe' Plate Group Anchor "strate Edge O.C. Min' Plate o
Embedment Embedment X O X X x 5 a Y
Distance Distance Fegvired? Distance Distance Required? o
___ z
1hr steel Ultracon Hollow Block t" 6" 1.114" M1b 3.Pine 518" i` i•3ni" Yes -- --------- --- _....
S.Pine 518 1" 1.318` too #14,steel SMS(G5) 6063T5 Alum. 3/8" til8' 1118' Yes ......__-__ --- 1 t 11 t I f 1/!
` e
A #14,steel sats(cs) 8063-TSAlurn. 31a" bra• 0,050 No or#t4,ato 88 SMS A36 Steel 31a" bra° oso" veer °•� f °� a � N�,.,..,,,Mf
or#14,410 SS SMS A36 Steel 3l8" S/8" 0-050 too A653 Stud,Or,33 318" 618' .045' 16 Ga. Yee -----v�-° - OO
A653 Stud,Gr.33 3!8" 5/0- .035"20 Ga. No 2.85k Concrete 1" 4' 1314" Yes �?- �'g P``�3a `a'�,•••v1CF.NS •''.,�? �:
S.Piro 518 1" 1.3/8' No 2.95k Concrete 2.112' 4' 13/8 Yes ----- gt� `t; ;
1/4'steel Ullmoon E�
B #12,steel SMS(G5) 8083-T5 Alum. 378" S/8" .050' No D Hollow Blick 2-it2° 5" _i_i/4�_ Yes, P gg Pg gE = 1 No.58705
or#12,410 SS SMS A36 Steel 318" 518" .o5v No ----iF ed Block 2-ill" _ 4" 1.314 Yes
A653 Stud,Gr.33 318" 518' .035',20 Ga. No 1/4`410 SS 3,35k Concrete 1' S" 1.314' Na -�. ...._-- -------1------------- .- '� � -
7 85k Concrete 2-112" 4" 1318' No CreteFlax Hollow Block 2.112` 5" 1.1/4" No - --O •• .� liSf r� t "
1/4"steel Ultrecon 2.85k Concrete V 4" 1314" No 3,6k Concrete _ 1-114" 5" 1314' 1 OPERABLE(X)WINDOWS MAY BE CASEMENT- - STATE OF
Hollow Block 2-f/2° 5" 1-V4" No 5116"steal lAlracon Hollow Block _ 34!8' 5" 4.114" No WINDOWS OR AWNING WINDOWS OF THE SAME �iO''� FCORIOP.•••,�\~`�
C S.Pine $18" 1" 1318 Yes filled 8100X 2.1R" 5' 1314" No SERIES. ��s t•- Y���`�
#12,steel SMS(G5) 6083-T5 Alum. 318" SW 1116" Yes ,1 j1 ONA�.
or#12,410 SS SM9 A36 Steal 318' 518" .050" Yes 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
AM Stud,Gr.33 3B" 518' .045,18 Ga.I Yes 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. A.LYNN MILLER,P.E.
P.EX5am5
TABLE 28:
Window Anchors Required(Over 37"on Short Side Dimension) �pprYxi,1:n comply1s8 etNW the
at side Fiorldn 1 uli in$<'od, F
Anchor Type 4d 4-tt 53-5f" 4" $3" 8T-tt2" Dak_ �,,,* I.
A 8 C P A 8 C D A 8 C D A 8 C D A B C D A 8 "C D A 8 C D A 8 C D A B C D HOAH. •`t �
....._ ._ fm
_ _ .__._ _ _ 81�Nm!Dadt Pmdutt,
Lon Side 2 2 -_2_._.._2..__ -3--� 2 2 2 2 2 11
umler 23" Shod Side 3 4� 3 3 3 4 3 3 4 5 3 3 4 5 3 3- A 5 3 3 4 $ 4 4 S 6 4 d 5 B A 4 5 7 5 5
Long Side 2 2 2 T 2 2 2 2 7 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 "`
25-15116" Shod Side 3- 4 3 3- 3 d- .3.....3 4 5 3 3 4 5 3 3 4. 6 3 3 5 6 4 4 5 0 4 4 5 7 4 4 6 7 5 5 `
35" Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 -3 3 3 3 3 3 3 3 3 3 3
pLonSide
e 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 7 4 3 6 7 4 4 6 8 4 4 8 8 5 4 7 9 5 5 a
e 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3- 3 4 3 3 3 4 33 34 3 __3 3 1)USE THIS TABLE FOR ALL WINDOWS PER
37" e 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 3 5 7 4 4 6 7 4 4 6 8 4 4 7 8 5 d T9 5 5 THE ELEVATIONS ON SHEET i.DIMENSIONSe d 5 3 3 d 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 533 SHOWN ARE TIP-TO-TIP.44 LL
de 3 4 3 3 a 5 3 3 5 $ 3 3 6 7 4 4 8 7 4 4 0 8 5 4 7 8 5 4 7 9 5 5 8 10 $ 5
e53 3 5 6 3 3 5 6 3 3 5 6 3 -3 5 6 3 3 5 6 3 3 5 6 3. 3 5 6 3 3 5 6 3 3 2)POR SIZES NOT SHOWN,ROUND UP TO THE
44-1l4" de 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 8 7 4 4 7 85 4 7 9 5 5 7 9 5 b 8 t0 6 5 NEXT AVAILABC.E SHORT OR LONG SIDEde 5 7 4 4 6 7 4 4 6 7 4 4 $ 7 4 4 6 7 4 4 6 7 4 4 0 7 4 4 6 7 4 4 6 7 4 4 DIMENSION SHOWN ON THE TABLE. z°U
53-118" Shod Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 T 4 4 7 8 5 4 7 9 5 5 8 '10 5 5 8 11 $ 5 ,`o_ �'
3 THE WINDOW'S SHORT AND LONG SIDE MAY
58" Long Side 6 8 4 4 6 8 5 4 7. 8 5 4 7 8 5 4 7 8 5 4 T 8 5 4 7 8 5 4 7 8 5 4 T 8 5 4 BE INVERTED. - J
Shod Side 34 3 3 4 5 3 3 6 3 3 7 4 4 6 7 4 4 7 8 5 4 7 9 -5 5 8 to 8 5 8 11 6. 5 A
Long fide R• 9 5 d 7 9 5 5 7 9 5 5 a 10 5 5 8 10 5 5 8 10 6 5 8 10 $ 5 8 to B 5 T 9 5 5 4)SEE NEXT SHEET FOR ADDITIONAL
N $3" Shod i 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 T 8 5 4 7 9 5 5 6 10 6 5 8 11 8. 5 INFORMATION, r Q
Long Side 7 9 5 8_ 1 $ 5 8 70 6 5 8 11 8 5 8 11 6 5 8 11 6 5 8 11 6 5 8 tt 8 5 8 to 6 5
-�i6" Shod Side 3 •4 3 3 4 3 3- 5 6 3 3 6 7 4 4 6 '7 4 4 7 8 5 4 7 9 5 5 8 9 5 5 8 tt 6 5 O Z 'S "p
• `7�t$„ Lo Nd@ 40••10 5 5 8 10 8 5 8 10 6 5 8 11 6 . 5 8 it B 5 6 it 8 5 8 11 6 5 8 N 8 5 8 it 6 5 07 Q a m to
• Shod Si 3 4 3 d 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5- 4 1 9 5 4 7 9 5 5 B t i 6 5 0 8 0 Q h
Lon Side 8 10 5 9 $ 5.. 8 t1 6 5 9 it 6 5 9 11 6 5 9 11 6 5 9 11 6 5 9 11 6 5 d Z
• 1„ Spon Side 3 A 3 3 4 3 3 5 0 3 3 6 7 4 4 6 T 4 4 $ 8 5 4 7 9 5. 4. 7 9 5 5 - (� -•r
• •,?6• Lon aide •8• 10 $ 5 •6 - •Y 6 5 9 11 6 6 9 11 6 0 9 6 6 9 ti 6 6 9 11 6 B 9 11 6 6 Z
• Short ide 3 4 3 98 4► 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 8 5 4 T 9 5 5 Q Z v8i Z
•72„ Long Mile' 10 6 ., 8 6 9 11 6 6 9 11 6 6 9 11 6 6 9 It 6 6 9 1 11 6 6 9 11 6 $ W W
• ••• Shod$1 4 3 3 5 3 3 5 8 3 3 5 7 4 4 6 T 4 4 6 8 4 4 7 8 5 4 7 9 5 5 0. ,a2
74; LongSide 9 11 6 efi 9 y 6 6 12 7 6 9 —12--? 6 9 —12--7 _fi 9 t2 7 6 9 12 7 6 W
Shod Site••'J 4 3 3••.• 5 3 3 5 6 3 3 5 —7 -4 4 6 7 4 d 6 8 4 4 6 8 5 d N O
• Y6• Long Side 9 11 8 6 9 i2 7 6 i2 7 8 9 12 7 6 9 12 7 0 9 12 7 6 9 12 7 6 V •-�
Short Side 3 d 3 ., 3 3 5 6 3 3 5 7 4 3 5 7 4 4 8 8 4 4 8 8 5 4 05 ii O i
• •�a• long�ide •i� 13 7 •8• iQ 'ir3 7 7 10 t3 7 T 10 13 7 7 10 t3 T T ' -' 0 aL) lU 0
• Shori48ide• 3 4 3 3 4 —5-T-3 3 6 3 3 5. 6 4 3 5 6 4 3 $
• 114" Lon i 18 10 • - K �n 8 Q t=LL
Short 4 3 .3
•••• EXAMPLE 1:FOR WINDOW SHOWN BELOW,THB'ANNEALED LAM!-GLASS.114'MASONRY
*a
_._._..--_---C
ANCHORS INTO CONCRETE,+7oF80 PSF DP REQUIRED,NO ANCHOR PLATE
to" 10` f
d" ►{j4 }J} rear a
uZao 0
AWNING ANCHORS IEEE 3EPERATE NOA7: - -F//
FIXED CASEMENT ANCHORS: o i z
A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+70t-90- - A)FROM TABLE 9,ANCHORS C&D ALLOW A OP OF qW-83.1.
--- llBJ FOR THE JAMB,FROM TABL£3,ANCHOR TYPE G NAS THE ANCHOR AND SUBSTRATE -._.. .- -.1.. B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND
DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 1U 6" SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE.13.25' • ENS •C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. - C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB.D)SIMILARLY,2 ANCHORS ARE REQUIRED IN TH£HEAD&SILI. 81* I D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL *' pp'�N°'55705 _
E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET t. \ E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. .,D
F PER RULES ON.SHEETS 2&3,INSTALL t ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY l \ F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME
TUB£SIDE OF THE AWNING(HEAD&Slll).. -- ASSEMBLY TUBE SIDE OF THE FOXED CASEMENT(HEAD&811-4 :T�. •;FGORIOP•' �\
--
22T-1
H 6"*� 20" I1/fl ttt Irl,r��
�-- 25" -^'�"i A.LYNN MILLER,P.E.
t+---- 48"
FOR GLASS TYPES:
1)5/16"LAMI 118 AN-.090"PVB-1/8 AN 4pP vvod 61 complyt9g 77115 tnr
NIurW9 aiding Cate
...........��... SAW 1�TyI
8 eml Dndr Prodltro't
TABLE 4: utt'catf
11 lte4i110 Pcassure(paf)for single window",al AncMr Groups
amd Side v
uMer 7.i 2611(Vt8' 27-314` 33117 3T - dd' 48114' 531/8` 58' 89' LONG
under 23' +701.90 +701-90 +7aA0. ..+701-90 +701-9D +70190 +701.90 +701.90 +70/Ag +701.90 SIDE
2b-1&18• +701-9f1 s7W9(f +701-90 .701.90 +701.90 +7a.9D f7a90 +701-90 +mF90 alarm SIDE {ffeu
_00i'
SHORT 1
37• .70l4o +Ta-90 +70190 01701-90 +70b90 +701-G7 +701.90 +la$a,i 1101-n Na-70.1 _{{......:. ...._.....__.._ __........_..
44' 01701.90 +701-90 +701-90 +701.90 +701.90 ?01.90 +70;S4.1 +601-70 +43(11$7.8 _*8a8f.3 �_ LONG ►` 1 SHORT
48114' .701.94 +701.90 .?Of-91) +701.90 +701.90 a7a$4.f +70t-80.1 +601.70 +601$12 SIDE 1 SIDE
LL.
531!8` +701-90 +70f-g0 170%80 +7a-90 Rla-011.1
+Ba-70 +60140 +W-67.5 0
58' +70190 +701-90 +70190 +701-83.2 +70/-77 .60187.8 +60183.2 1)SEE SHEETS 1.4&5 FOR WINDOW ANCHOR Lij g b.
83' +701-90
.m +701-90 ZIAB +701-7&5 +701=74.1 +60..61,3 LOCATIONS AND QUANTITIES, LL
--------------
------ --- --- ------------ 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY 1 V
76• t-901 +701-801.6 +701.76.7 Nsa.9 +ta5.6 --� OR HORIZONTALLY AS SHOWN.
e4 +70r.9D +za9o4 .701011,3 +7$4.z ° (D Q
P
a Z t( c
• •• N W
TABLE 5: • • • r' Q r
•
••••• • • • (Mango Pwasure(f.4 for Wirdom A9eohed to a France Assembly Tube
Window 0IrWrdl0n'A• y u 0/o W O d O
I•••••
• .4w23*2W&16' 2jW4• j3.1t7' 37' 014 40.114• 531/8` 58• 83' 4 z "o
• rd
�AMbNAG
• O p rfwp Ar1Z%I:V• Arlchz Group Anchor Gmw Anchor GmUp Aruhw Group -....- AWhor Group Aldldr Croup w j (n
• A9 AN All ACRD a CRO 6 A 8 FC1 A e C80 A e C80 A 0 C D A _ B C D Q' -Y Z
under23• +701-90 +700 + 190 +701- FIa�2.t +701-90 +701-74.3+701.79.7 +f82.5 +701-M.7 01$8.9 +101.90 +/98.1 +1$1.8 +701-90 +/-80.5 +/47.A .701.87.8 +mf-90 r/$57 +/-43.8 +7a$O.T+m/-89,5 Z
4SI*W +701-90 *M0 470/90 +701-ID AV" +7x94 .701-90 +701-70.7 +701-90 -1-64A +701.90 +701.90 al-58.8 +70190 +701-90 +7.63.8 a7a +149.3 +701-77.3 +70190 +701-90 LU
--_,_t t rmlSO +Ta-90 +70190 +701-9D +701-90 +70140 +701-90 +701.90 LU
01701-80 +701.911 .701.86,4 +ia9p +70!.$4,1+701$0,5+7w-u 1 .701.77 *701.73.6 +Ta-17 .701.77 +101.70.1 N-B7.8 +701-70.1 701-70 �..CO
+70190 +701-99 + 7$0 +701 +70+-90 +70190 170144 +70190 +701$7 1111111* - .8 +701.84.1.701.74.4+7a94.i +Ba-m 014301$7.7 +601-70 +60/$7.8+4301$7.0+601$7.8+801.67.43 tea$f.3 .7.57 .601$1.3-601$1.3 W48.1IM +701-90 +4'•B•470/99 +70190 ilii (701430 +70194 +701-84 7+701.64.1 .Ta90,i +/$7.8 .701-00.1 +801.70 +60181.7 +801.70 (601$3.2 a/.58,4 .601$3,2+80193.2 } (i,701-90 +70190 +m/-99 70190 +70190 +7x-84 5 70194.1 +80170 +601.70 a8M-70 +60(•70 0180+-70 +601$7.6.801$7.4+601-07.5 O 058' 701.90 017 90 +70790 +701 .2�+ 2 .70171701-77 +80197 6+601$7-8 +60193.2+601$3.2(801$3.2 .._ _'.. ..._. ...._.__ .......... .._
••61• +101-90 +7019• 7x90 +701 7• +f0.7 701701+701.70.1+801$1 3+6a$t 3+601$1.3 $ w O 1,1.) \V
78' +701.917 7Q' 4.8 r7�:75.7 .1.58.9 +7$8.9 +1.55.8 +7458 `s W X
e4• 01701.901 +01$0.4 1701.74.3 +r i LL cR
17'yy,.RAMOWS WIDTJ1AfbTI%T MAYBE MI*RTEO.•
FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE +'?
FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE - - O J4 t` i
FRAME
FRAME SEE SHEETS 1,4&5 FOR WINDOW -ASSEMBLY SEE SHEETS 1,4&5 0 0
(jAD2131
ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR _ _ >a Y
WINDOW ANCHOR
TUBE 'B } LOCATIONS AND o z o u
LOCATIONS AND QUANTITIES.SEE SHEET _
WINDOW QUANTITIES.SEE SHEET 10'MAX 3 FOR ANY ADDITIONAL - 77
DIMENSION 3 FOR ANY ADDITIONAL !
'A' ANCHORS REQUIRED ANCHORS REQUIRED ,`��ON•j•••-••••A91(C /��i
............_ .._ FOR THE FRAME - AODITIONAL FOR THE FRAME _ ` ••• F.
WINDOWTiONA4ASSEMBLY TUBE: WINDOW ANCHOR ASSEMBLY TUBE.DIMENSIONCHOR --+••'DIMENSION 4'�-- (4),IF REQ.
•B' (4),IF REQ. .A. NO,56105
STATE OF •: �:
�'�'�` �'•.61,OR\D?•' ('j��
//n31i3f7,
A.LYNN MILLER,P.E.
SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E1
581
05
FOR GLASS TYPES:
5)718"LAMI.I13:(1/8"T-7118"AIR-118"AN-.080' PVB-118"AN) 4pproved M eomp(yiva vrith the
Florid& 9dilla,ode
Dair „
I$OAN
TABLE 6: bflawi i)artz FTnduet I;aufro
El
Design Pressure(P.0forMHndowa.A9 Amtwr Groupe
ucrSu 23' 2Siai6' 2iar4' 331Y1 37 Shoo SW
401' 411,110 631te' S8' GC LONG
under 23' +701.90 +701-90 +701-90 +101-98 +701.90 +7a8o +701.90 -701.90 770-17- a7790 SHORT SIDE ..
2516116'L�701-90
+701-90
+70180 +701-90 +7a5D ala-90 +701.9p +701.90 +70/•90 01701-90 SIDE
37 +701-90 +701.90 +701-9D,- +701-90 +7a-90 +701.90 .701.90 +701$7.8 +701-79.9
da• +1a90 +:a90 +7oi-90 +7a90 +14(.90 t7a-90 LANG .�,� SHORT48-ifd' r7a90 +7x•90 +701-80 +71pgp r7aA0 +701.40 SIDE �--�� 4 SIQE 470/.90 .701.90 +701-90 +7a.9p58 ---- +701.90 +7a90 +7x-878 i)SEE SHEETS 1,4&5 FOR WINDOW ANCHORO Ta-90a3 0 701-90 +701-90 +l0 67.2 +70%79.9 LOCATIONS AND QUANTITIES, Lu .t78' 0-- 701.90 +iovafi.a 2)TABLE D#etENSIONS MAY BE ORIENTED VERTICALLY J 84' 0 70190 +701 ata OR HORIZONTALLY AS SHOWN. E Q
q J- o
Z Q n
• •• �'
• • • N
TABLE
••••• • • • Duk9n Pressae(pap for WuWows AttscW to a FmMAssemctY Two 7 LL
• tr 7 0
••••••
Window D aw"'n' u oD LU O
••••• under 23' 4p516116' 27-x4' 3314' 37' 44' 48-VV 53-18' ---.... .... 68' - .--- 63' o O Q, d rn
• Anshor A�aiwr Anchor • • Anot�M Croup Anehor Group Z
• Group Ctoyl 1- &-D
F.j :_p AMM Crovp Arch.Group Ab.Group Arwhor Group
Lu
AM &D 8 A,C&D B A B C&0 A- B 1560 A 0 C&D A 8 C O A 8 C O
un0er 23' +701-90 +101.90 0 +Ta +701.82.1 +1Oh90 ala-74.3 +701-79.7 01/.62,6 +70/90 +701.72.7 t/501.0 +701.90 N88.t 01/518 +701.90 .18D-5 +47.4 ala-87.8 +ta•90 41.65.7 .1-43.0 t7aE0.7 t7a�.6 $Z
414!4 +701-90 •+fa-9• 0 •74Y� •+701-90 - ....701-84 +70190 ala-70.7 +10180 +7x-90 t1-84.4 t7a-40 +701.917 +1.6&6 +701.90 +70190 +1-b3.8 +70184 +7x-90 +701=90 +149-3 +701-77.3 +7aS0 +70190,_..- W467 +701-90 +701-90 0 +701-90 +7090 +70140 +7x-90 +7x90 +707.90 +701.90 470190 +701.88.4 4701-90 00190 +701.80.6 .701.90 +701.87,8 +701-73.6 +701-87:8 +701-87.8 +Ta-79.9 tr-87.8 +701=799 .Ta-78.94 +701-W 0 +701-90 a7a-90 aTa-90 +70190 +70181.6 +701.90 +70140 +701.74.4 +7x•90 � W W1/' +70190 g! - 0 +7 ala-90 *'19190 +701-90 +701.90 +701.892 +701.90 +74(-86.6 +70191.3 +701-90+701.90 ♦701-90 0 .7 +7a4o +70140 +701.906TO +70190 ,/0140o •7f�-We•+701-90 +Taale .701.67-a -6Y +70190 .701-900 .7*87.2 +701-017.2 +701-79.9+70190 +7 3 ••••• O4ta•80 .3 • $
16TNE WINDOWS WIDTH AND N IGHT MAY B46`4`18• ; LL H
a°
•••••• •••• • •
• •
® an n m
�yNO,N N
FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE
FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE J_ 7
FRAME
10' FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5
_._,,,. _.. >a 0 0
�Ay1X. I ASSEMBLY WINDOW ANCHOR DIMENSION_ TUBE FOR WINDOW ANCHOR-
TUBE '8• LOCATIONS AND -- o z z
LOCATIONS AND QUANTITIES SEE SHEET
------------ Y
WINDOW QUANTITIES.SEE SHEEF } 10'MAX. 3 FOR ANY ADDITIONAL
DIMENSION 3 FOR ANY ADDITIONAL { ANCHORS REQUIRED 111 1f 1 t /1
•A' ANCHORS REQUIRED FOR THE FRAME .�� >~ MT lei
L-- --}-- FOR THE FRAME ADDITIONAL �' Q+��• •••...•••(�F �:
WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR ASSEMBLY TUBE. `��..•'4,CENSE '•,'Q
QIMENSIIN4 ANCHOR +-'DIMENSION�-- (4),1F REQ
•B'
N.'58705
yr -
ST I. r ;•���
��pT •'•.FLUR�QP•'�C�`�`
7j11rin�ilr
A.LYNN MILLER,P.E,
SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS RE#68705
f
FOR GLASS TYPES:
2)7/16"LAMI,(3/16"AN-.090"SGP-3/16"AN) ,PWeved as complyl98 with the
6)7/8"LAMI.IG:(3116"AN-114"AER-3116"AN-090"SGP-3116"AN) Dot ua no .9
8)7/8"LAM(,IG:(3/16"T-1/4"AIR-3/16"AN-.090"SGP-3/16"AN) AN 3 1
U1Wart bad:Proa9el c`f9111 t
TABLE 8:
OeaigO Preas4e(P$0 for Sloe wiMmva.All Anchor Gmupa � t
Biqa Silk {
order 23' 2615118• 28' 35.112" 34` 40' _ 54• .. e•. 8.9• 8T-v2' �--� LC IG Ko
M&f 23' -,+BD/-130 +eW.130 +9x430 +901.130 1901.730 +9N-130 +901. SHORT
730 r9&-130 +�/-130 190+-190 SIDE SIDE c
261W16' +9W430 +901-130 +9W-130 +901.130 +9x•130 +901430 +901.130 x90/-13D +9W°130 +901-130 � +G
_-.
-- 63' +901-130 a9x-130 +901-729.1 +901-118.5 t9a-110,7 +9Dt-100.7 i/-id.t t(-91►i +/-83.1 +/-78,3
87.112' r9Wf30 +901.130 +9d-420.7 i9x-113,9 +80/.108 194.97.0 tt-84.8 IL
+t•80.5 +h 78.3 _+1.75.1 LONG _ f SHORT .,
_ "i ...-
m nr +9Wd30 +8d-129.2 +90/•f187 +9x411.5 +901.105.8 +961.95.1 +1.81.3 +1.76.1 at-73b S1DE SIDE Lu
7x +9d-130 +9W-127.8 .900-117.1 +901.110.2 +901-104.1 fW-93.2 11.78 .1-72.5
1 SEE SHEETS 1,4&5 FOR WINDOW ANCHOR a
84' +901-130 +901-125.3 .0&-116.6 .9x-107.5 +94.407.8 +t-89.9 +(•70,7 )
LOCATIONS AND QUANTITIES.
114' .901-730 x901.119,8 4901-108.8 +9d-101.-9 +901-95 +l-79 0
134^ +sW-139 +901-117.3 .901-108.3 :901-98 +90(.92.6 2}TABLE DIMENSIONS MAY 8E ORIENTED VERTICALLY •- � � •}Q
OR HORIZONTALLY AS SHOWN. •; P
145 +901-129.8 +9x°H8.4 +901.105.1 +901.96 a •tI.1_^•`�^�ltt
• •• N J u r
TABLE 9: • • _� .._.__.._ ...JJJJ .-
• • ••• • • •• 00 0 U••
••••• • • • D4ai9n Preasue(0018 br NArNWxa Alloched to s frame Asaemdy Toho
O tY .0
• Wddav 6lnreraion•A' ii 13 O GO
.!..�.__.._-...3 __.._._.-._ 77
••••• u&kr.21° st 6` 29• 3t-tlz' 34• 40• 54• s4' 8S - � � � z
• Amhor Anchor Andes %-Ifr Groud Amd.Group Amh.Group A.I-GiW Anohx Group And.moup y
• Group G•uP Group ••••••_ _ u >
• All AN All A,C-&D 8 A,C&D 8 A 8 CED A e CBD A 8 C D A B C b 5!Z
+797.80.8 +7(!'-67.7 +/°08.7 +7d-9D 11-68 4-50.9 r7a-90 r/-58.5 1445.8 +70184.7 +7x-90 055.7 +1-43.8 +701.80.7 +701.89.6 Z r7i
+
1 +701.90 -90 +74.90 . + - +701-90 +1x-00 +100.71.7 +74.90 +74.90 +151.8 1701.90 +7x401 N-5f.8 +701.812 +701-9D +701.9(Y Hi9.3 +7x•77,3 x70496 174.96 vi (j1
VP •63` r7a-90 +701.90 +701.90 +70.'•90 +700-90 +7440 +701•90 +7d-90 1701-90 +74-90 +7x59 x74.74.3 +70t-89,1 x71474.7 +188.9 x70188.1 0174.88.t +701-71.3 +7•IX3.7 *70F83.1 +701.83,1
•i'y� +70180 •IN +7d-90 +741118(• N4r80 +7x30 rTa-00 r7d30 .70030 +7W-90 +7W77A +1-WA +7x84.8 N-89.7 N-82.4 +IW80.5 +7x80.6 N-66.4 +1-59.4 +707.78? +701.78.3 Y LLJ t.i.)
--7T +76.90 t7&•917 74-90 .•W-9b .70990 +7x80 1701.90 +701-fi0 +700-90 +701-90 0174-728 +?01.73.1 x707.81.3 .1-85.3 +1-95.8 x70(•76.4 +1d-78.1 H52.2 +!•55.7 +701-73.8 +7x°73.8 �> a
-" J0'•-_-1+7.,
"iT" rla-90 + .i"40 +701.90 +70189 +7x•90 +70180 +70494 1701-78 N59.3 +701-78 +181.9 +1.82.4_+7d-72.5 +7d--72.5
. -90 1701-90 +d- +701-90 +101.90 +7489.8 +7489,9 +3489.8 .700.70.7 +1.82.7 +7470.7 I 'Z11 U b
714• +701-90 +701.80 7 +700-90 +701-90 +7&30 +7d-73 +7d-73 +7x-73 a v Q
ui
4111•'• r70! +74-90 . �K'•90 .70180 40/40 § W o x U
• 14tr +R/30 •r7d-90 /70490 +701-90 g -
i}BTHE WINDOWS WIDTH AND HEIGHT MAY BE#WJITED.• �
f5 LL N
FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE
FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE
FRAME
a J 4�Z
10' FRAME SEE SHEETS 1,4&5 FOR WINDOW -ASSEMBLY SEE SHEETS 1,4&5 r w o 0 o
ASSEMBLY DIMENSION TUBE WI
FOR NOOW ANCHOR >
III W94DOW ANCHOR
TUBE
'e' --� LOCATIONS AND
----�- LOCATIONS AND
---""---- - - - QUANTITIES.SEE SHEET - o
WN400W QUANTITIES.SEE SHEET 14"MAX.
---------------
DIMENSION 3 FOR ANY ADDITIONAL --- 3 FOR ANY ADDITIONAL 17111 I t t J!7
A" ANCHORS REQUIRED ANCHORS REQUIRED `
...- -..-- -..__._.I-__.-- --------- FOR THE FRAME _ ADDITIONAL FOR THE FRAME `���, ONy1CLNS�*.F 4
WINDOW ADDITIONAL ASSEMBLY TUBE. ••••••�,•••••
DIMENSION ANCHOR ASSEMBLY TUBE. WINDOW ANCHOR 2';• F _�
...."'�DIMENMON�"'__ (4),IF REO.
(4),IF REQ. .A. 1 NO.5$705
j � T
U I�6
-gyp`• 8 A E F -lv';
INA1.Ota'�.
A LYNN MILLER,P.E.
SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.EA69705
FOR GLASS TYPES:
3)7/16"LAMI(3/16 HS-.090"SGP-3/16 HS) 4op-WF.xamplyNg"iulIke
MTprIJa "411.0(.udt
7)7/8"LAMI IG:3/16"AN-114"AIR-3/16"HS-.090"SGP-3116"HS Dare _ 4 t '
ol
9)7/8"LAMI IG:(3116"T-1/4"AIR-3/16"HS-.090"SGP-3/16"HS) naAN ut7 a Pr6nt1ttC09irar
TABLE IO:
Dssign Pressure(Pst)IN ShVIs Wmli ,Alt AmhorGm" -4
❑ Shat Sw. _ ._._... ✓f.
under 23' 26�iN18' 29' 31-112 34' 40' FIW4*- @7' 83' 67-112' SHORT 1 LONG
und.r23• +801-130 4901-130 +901-130 a9x-130 +901-130 _ J
+90/.130 +901-130 +901-130 ♦Ax-730 SIDE
28.18118' a9a-730 +9x-130 4901.130 +801.130 --+901-130 +90'-130 +90/-130 +807-130 +90/-130 SIDE
.._9W-130_-__.______ -_�....._._..._._. ..; ....- I..
S3' +901-130 r8x-730 +901-136 +90/-130 +90/-130 130 +90f-130 +901-130 +80/-f36 .......... ....___....._ r --_--------- LL
87-112• +901-730 490/.130 +901.430 130 +8x.136 +9x•130 +801-136 +90/-130 +901-730 �„r._ LONG .._ SHORT
901.
72 +901-130 +901-130 +901-130 +901-130 +901-130 +90(-730 r80J-130 +8x436 SIDE ' SIDE --_ uj
76' +90'-730 +8x-130 +901-130 +90/-030 +901.130 +907-130 +901-130.._._ _ __........ _.. i)SEE SHEETS 1,4 d 8 FOR WINDOWANCHOR89' +90/.130 s901-t30 +901-fl0 +90/-fes +901-t30 LOCATIONS AND QUANTITIES,
114' +90/430 +80/430 +901-730 +801430 +901-13D +90/-130 ?
t34' +9x430 49xA30 +9x436 +901.130 +901-136 ---- -- -- 2 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY
... .-�__._.._ --__._............_._. ....._.... _. -_...-_-- ... OR HORIZONTALLY AS SHOWN.
_.._i4&._. +9x430 +9x.130 +90/-730 +901-130 x �NZI Q Q
• ••• (V Q
• • r
TABLE 11:• ••• • • •• __ � 0 U-
• • • ! Dnfgn P-wo(ps6/a Wlndars Attached la a Frans Ass.aaT Tut. - - u�. w O O
••••• 1 Windex DI-.Ion•A' .9 $Q a o �^
• and&23' 26•iN18• 20' • 3112 • ._ _____4o___ 1, ----.- �„ 83' �
• mcrar A&1wr Amtwr •••••• 7
• GMUP Gra41 G.Lip Ancfpr Creep Anoha Group Anotw Croup AnohaGlop Aiatar Gmup Arwha Group LL! 7 Y
••••• ._. .... .__el ._A9-.�..y- -t.•._ ._ -.______ .__
d A,080 S A 8 CBD A S CBD A S C 0 A B D D = z N
-*02C1.70'W'
7 -90 +70/.93 + U X7 4,-+7x90 +707.80.8 +7x•87.7 +1.88.7 +701.90 +fAS +1-50A W-90 a/-68.6 +/.48.9 +70/-84.7 +7x-90 +1-58.7 +/-43.6 +7x80.7 +7x•88.65118' +701.90 +70/.90 s7a90 r70/-90 +701-90 470190 +701-77.7 +7x9/ +701-PO +/•5t.8 +701.90 +7x-90 s!-6f.e +701-81.2 +701-90 +1x-80 +(•493 +701-77.3 x701.90•7WO) +7x-90 +1x•6•a"8x•9(1 +7x90 +701.90 +701-W +7x40 +7x90 +7x90 +701-90 +701.90 +70190 +70/90 +70/-90 +101.80 +701-9D +Tx-97.8 .7x-90 +7x•90 Y ),jf87-1/2' 7x90 7x-90 A -90 +7 +70/-90 +701-96 +70/90 +7x-W 47x-90 +70190 a70f-90 +7x•90 +7x00 +701-90 +7x96 +701-00 ♦701.90 +7x-9.1 +70/.90 +10190+7x-90 4701-90 +701.90 +7x.90 +7x90 +70.90 +70/-90 +70140 +70%80 +701-90 +701.90 +70/-90 +701.90 +701-80 +7014D CL78'• +7 +7x96 + + +7x-90 +701-90 +70190 t7a-90 +701-90 +70140 +701.80 +70/.90 +7x94 +70/-99 +70/.90 +70J-9D O Z (,)84• +70190 +70190 +70/.9(1 +7x40 +701-90 +701 IM 470-90 +7x80 ♦70/.90 +70190 +701.90 +70"90 7x4N +7x40 +taBK••+!0!W +701.90 +70F90 +70146 +7x90 +70/-90 - Q nuj w 701.90 +70180 +701.90 +1x40 +70ti90 _ .Y�+ 3 "(.L) u X
146' +701-03 +7x96 -9D + -90 - a P -, A Q w LL m
•1787 �Vfil�OW'S WIDTHltAllleIGHT MAY BEIN'VERTED.•
FIGURE FOR HORIZONTAL FRAME ASSEMBLYTUSE
- o
FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE ¢ z J
z�my a
FRAME U z
SEE SHEETS 1,4&fi
t0• _ FRAME SEEWIN SHEETS 1,4&5 FOR WINS -ASSEMBLY FOR WINDOW ANCHOR
---}" ASSEMBLY DIMENSION _TUBE
WINDOW ANCHOR.
TUBE 'S LOCATIONS AND -- z 0'
LOCATIONS AND QUANTITIES.SEE SHEET u
----- -------
WINDOW QUANTITIES.SEE SHEET _ __---70'MAY- 3 FOR ANY ADDITIONAL _ -
DIMENSION 3 FOR ANY ADDITIONAL ttt t i l l t t)1j11
'A' ANCHORS REQUIRED ANCHORS REQUIRED V I O 1,
FOR THE FRAME
_ . ... FOR THE FRAME ADDre1ONA1. �. 4\CENSE••..¢'
Tt WINDOW - ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR ASSEMBLY TUBE. ` Q,• .'F
I -+-DIMENSIONS- ANCHOR ---�DIMENSION I----- (4),IF REQ. � *; No.58705
(4).IF REQ.
r-0
S O�•., srAteoF .•�.
NAL
A.LYNN MILLER P.E.
SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.#68708
FOR GLASS TYPES:
4)7/8"LAMI.IG:(1/8"AN-7/16"AIR-1/8"AN-090"PVB-1/8"AN) '44"ved R4 cOmp11198w IbW
R70Hdo DuW(ng,Cod¢ <1r
Agig
PHaarl 1AWi FrodattC;ontrei
TABLE 12:
Lf'''''''',j Oeslgn Pmssue O�sO for Singe Wirdowa.AB AncMr Grotps � ,�!��;,�;�w4�"`' ^j=.
Shod Sid.
under 23• 2& x/6' 27-314' aVT 37• 1w 48-1/4• 63-IIW 58• 63' LONG a.,>
Under 23` +66.70 + •0 +601-70 +86.70 +801.70 +8-70 +601.70 +801.70 +60/.70 +601-70 SHORT
SIDE -
26•16/16' +8-70 +801.70 +800•70 +80+•70 +60'•70 +W40 +601.70 +86.70 +80f-70 +8N•70 SIDE
3r +aw-70 +M.70 +W-70 +8N-70 +W40 +601.70 +601.70 +8W-70 +607-70 +0-70 --- -------_-
44' +66.70 +86.70 +60/-70 +6-70 .040 +66.70 +Sfl +W.70 +60.09.8 +6662.9 LONG -- SHORT
J
a8W70 +8670 +60-70 +6670 +6670 aeW-70 +80/•70 +6-110 +601-04.9 SIDE SIDE
53178- +801-70 +8-70 +607.70 +SW-70 +60f,70 +601.70 +6W-70 +6W-69.3
58' +66-70 +eW-70 +6670 +6-70 +611L70 +60689.6 +50.64.9 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR
63• +601-70 +66.70 +W-70 +8670 +6.70 +6-52.9LOCATIONS AND QUANTITIES, d _jd Q
78' +eW-70 +6N-70 +fiW-70 +BW-60.5 +7-57 E" 2 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY
84• +601.70 +801.10 OR HORIZONTALLY AS SHOWN. X� m
a Z J F�
fNt1[� Q
TABLE 13: • •• - 04 J W
• ••• • • W
•• Dmign Pma.um(pa01.W IIln .W W. .- wy e
•••••• d ARFAemttTub
LL
Wirvlow Dimension•A• O O
• m w O to
under zai 1WW z7ara• 3>1rr 37• 4a' a6.17a• fislre• 66• �` �b o O � N r
•••••• grwhor Anchor Anchor Anchor •A.W. .-__.._ - 4 Q Z
• Getup Grmg1 CYauP G*w •Group A.I.Gump Armh6 Group Anchor Gmup Anchor Group Andw Group
• A0 AX .AX . All A,C&D 8 A B. 0&D A S C&D ---A--T C8D A B CAD W U}
•• +6-70 1611-7.2 +6000 70 +B6r-70 +60/411 +691.62.6 +60.70 +[58.9 +8W-70 +8W.86,1 +1.5118 +8670 +801.8pb at47.4 +60/40 a1-55.7 +r-03.8 +6670
254611V +BW709 *6-70 +6000 "W +6W-70 +61.70 +8W-70 +6.84.4 +8W-70 +6111-70 N-88.6 +G.70 +8-70 +1.53.8 +8-•70 +6-70 +.49.3 +6W70 +6.70 = Z y
•w* .86.70• 960/•7) +86.70 •8pp•0+8W70 +60L70 +66.70 +8W-70 +80/70 +6670 +8W-70 +8-70 +0W-70 +8-70 +8W-70 +6-70 a8-70 +Way.$ +0-70 �
• +86-70 +86-70 +66.10 +66.70 +80t-70 a80/-70 +6670 +8-70 ... +8-89.8 -+86.829 +1.67 +60.829 (n W
i_44' +66-70 +BW-70 ♦66-70 +80/.87.7 a6pt-TO a8649.6 tdY61.9
+6-70 +6-70 +W413 +801-70 +6684.9 +.56.4 a�/64.9 - W W
+66.70 +607.10 +60610 +66-70 +ea4T.6 X
a 581 .60.70 +60.70 0 +6o TO +w-70 .86.70 +031.70 +86.70 +86ao +80 89.3 +6--67.4 +6648.3
• •�•• +86-70 .66-TO +66-70 +66-70 +66-70 +001.W.8 +8648.8 +66549 +86.89.8
• 83'• .801.70X60/•70 +86.70 +8-70 +6642.9
78' +86-70 +66.70 +601.70 86.6 +157 v
• •a•• .saac• +sap +ea-7o �O .ate} t�iS �U
WE wlNoow•s wlL:00 ttt(,HT MAY aF.INVERj£$. ;I X
• • • • ¢ o i;LL r°
FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE
J 6'•' c
FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE z w L-
FRAME
10' FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&S r p p
MAX, ASSEMBLY DIMENSION _TUBE FOR WINDOW ANCHOR
WINDOW ANCHOR
TUBE 'e• } LOCATIONS AND z z s
-- LOCATIONS AND QUANTITIES.SEE SHEET _
Dim
QUANTITIES.SEE SHEET 1q•_ 3 FOR ANY ADDITIONAL
1. I I I7
DIMENSION 3 FOR ANY ADDITIONAL -
•q' ANCHORS REQUIRED ANCHORS REQUIRED ``� � ..........
V - FOR THE FRAME ADDITIONAL FOR THE FRAME >�.• �1GENS !F`
WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR ASSEMBLY TUBE. P.•' �' 'P ��
DIMENSION�"`-- ANCHOR. --+-I DIMENSION�- (4),IF REQ. :
B (4),IF RED. A. NO.58705
•.�sT ttofFOR
� ONAL E• ,�•
fr
Irrllu1111+
A.LYNN MILLER,PA.
SEE SHEET 4 FORADDITIONAL SAMPLE CONFIGURATIONS P.EJt 86705
y
10
3.545' —+"-4 1.124'
��f I ASSEMBLY-DETAILS t25" f
NOK
A39' 2.701"
--.— .062'
�— 2,784' —►1
C l (11 1 FRAME HEAD 71 FRAME
I SILL&JAMB ASSEMBLY TUBE
#7006,6063-T6 #7004,6063-T6
•
6
i••••i { ••• l � • •••` �� � 1,356"
• • •! ! 040' - 2.203'
• � �- ...-� g nr� �--J.�
AS REQUIRED All
TTTj
•• ••yam•• ..�PER TABLE 3..
•••• • • ` EgIeR SHEET 4
• • • ••••+ A_D_DON FLANGE
_
•• • • • •••••• �INST.HOLE COVER (—,)ANCHOR PLATE 70 #134,6063-T6
• • �3 #7007,6063-T6 #7071,6063-TB
••••• ••
•••••• • • •
ALE 19:
• • b Item Dw0,k DerwAption Mat
• • •
7005 Main Frame Head Sill&lambs 6063-TB Alum. ,70� .060' - � }-+ .172"
• .523"
•••••• • • 2 e,7071 Anchor Plate W63•76 Alum. ,060" ..._,,,.4..-
• of 3 7007 Installation Hole Cover 6063-T6 Alum. I
4 7010 Frame Corner Key Steel 865' 11 I(-- 8%` .870°�jL„. ,060,
6 7078 Frame Gasket Vicryl Foam l� IS ll llS��
10 7055 Fixed frame Hole Plug PVC ---►I '-+--- .589
31 DursSeal Spacer BEAD B BEAD C BEAD D
32 1713 Setting Block 5132"x 3/16"x 1-11,V EPOM 35 #7036,6063-T6 �� #7042,6063-T6 37 #7069,6063-T6
33 1714 Settin Block 513V x 1-7/16"x 1-1/4" EPOM
35 7036 Bead 6063-T6 Alum. 4ppt°vat as Muap�lx�with lAe
36 7042 Bead C 8963.78 A.W. Flar41e BnldiaB cafe
37 7059 Bead 0 6063.76 Alum. Uate r r,
t%UAM
38 1224 VIn 1 Bulb Wst lh{ek Flex PVC 70 \�1t 77 j 7 Revised By: Date: Rovq—:
39 1225 i1' Mfa�l de lact4nntrol
------------
Vn 18utb Wst Thin Flex PVC 70 LYNN `
_-- -. OLyY
50 Dow 899 Siliconackbe
l ddln _ �` j��,••'•IGENS•'l�F �r -.--_-
____.--_ _.
Revised W, Dote: Revision: ? "
70 134 Add-on Flange (306346 Ate-
, _..._._. _
71 7004 Casement FrameAssyTube �3•T6rVum• No.58705
86 #8X 1-1/2"Quad Pn SMS Stainless Steel Stainless Steel c — • Dowpti°n: Drnwn Ry:
90 #12x1'Ph.Pn.TEK Stainless Steel7 BOM AND EXTRUSIONS J ROSOWSKI
Q AT Of J: L(7�� 1070 TECHNOLOGY DRIVE Title: Dote:
�i�C� -4ORIVP'',�`C9?� n P.O.ICBOX 7 2x273 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12
/rlls`S/OVAL. � NOKOMIS, FL 34274 Series/iAodet Scale: Sheet: Drowin9 No. Ror.
k/eytiNMita6k,P.E. CERT. OF AUTH. #29296 CA-740 NTS 11 OF 11 MD-CA740F-LM
P.E.#6a105
JOB NAME :
RESIDENCE
306 NE 102ND ST
MIAMI SHORES , FL
0000 ..
•••.f• .-._ ". 0000 . . _.�e t: .'1:.f..
• 0000••
• •• 00000
-
00000000
•00• 000•
00.00•
• ••
2��2pp� °✓j
f! `i ref
...i
• • • • �" :.i
,d.
REVISION:
49-10"
REAR NOT PART OF
THIS PERMIT
NOT PART OF
THIS PERMIT
NOT PART OF STUDY
THIS PERMIT
GARAGE O
EXISTING STEEL CL
COLUMN(BY OTHERS) F"*-,P
FAMILY ROOM
O a
(EGRESS) W
A� W F
�! CL
BATH Z �]
BEDROOM O Ax
M--� O cn
LIVING A A �O
ROOM M
NOTPARTOF
THIS PERMIT
BATH CL RIGHT [- � z
Oz.
(EGRESS) KITCHEN EXISTING STEEL P, 7
OA COLUMN(BY OTHERS)
DINING O
BEDROOM O EXISTING STEEL
COLUMN(BY OTHERS)
BREAKFAST O
LEFT
D EXISTING STEEL
COLUMN(BY OTHERS)
O BATH
LIVING 721
• s•
•
• • •
• •••••• o
• •• •• •• BEDROOM
FOYER EXISTING STEEL
• • • • • COLUMN(BY OTHERS)
•a• • •••••• (EGRESS)
CL
• •
• •••••• NOT PART OF FRONT
• THIS PERMIT
••. •• : •••• EXISTING STEEL
.... . . COLUMN(BY OTHERS)
*see O NOTE:
• • MEAN ROOF HEIGHT : 13'-6" "
ROOF TYPE : 4 : 12 ` DATE: 05/01/15
SCALE: 3/16"=I'
7 DWG.BY: M.R.Z.
GROUND FLOOR PLAN ,- r_ JOB#: 05-2015
Of 3
a
I
REVISION:
NOTE 1:WINDOW FRAMESWULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE
WITH THE UNIT'S NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS.
NOTE 2:ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A.DESIGN
PRESSURES,AND SIZE ARE PART OF THIS PERMIT, ALL OTHER OPENINGS ARE NOT PART OF THIS
PERMIT.
NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E:BEAMS,COLUMNS,FRAMING,ETC.)
SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO
CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY.
NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44"ABOVE THE FINISHED FLOOR
NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION.
"I" 37"X 50-5/8"(0)
"F" 37'X38-3/8"(X) "IT' 37"X 50-5/8"(X) SERIES C-740 ALUMINUM FIXED CASEMENT WINDOW-L.M.I.
SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. N.O.A.:12-1218.11 t
N.O.A.:12-1218.09 N.O.A.:12-1218,09 ZONE 4:+47.1-51.1
ZONE 4:+47.1-51.1 ZONE 4:+47.1-51.1 s GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS
GLAZING:5116"LAMINATED IMPACT RESISTANT GLASS GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:1/8"ANN.GLASS
EXTERIOR LITE:1/8"ANN.GLASS EXTERIOR LITE:1/8"ANN.GLASS .090"DUPONT BUTACITE PVB INTERLAYER
.090 DUPONT BUTACITE PVB INTERLAYER .090 DUPONT BUTACITE PVB INTERLAYER INTERIOR LITE:1/8"ANN.GLASS
INTERIOR LITE:1/8"ANN.GLASS INTERIOR LITE:1/8"ANN.GLASS a
NOT PART OF
W w
THIS PERMIT V rj
E Q A Laxti}
~O O
8'-11" 8'-9"
Lj
K KO
Q D O O
NOT PART OF EXISTING STEEL NOT PART OF E- U
THIS PERMIT EXISTING STEEL y E.
COLUMN(BY OTHERS) COLUMN(BY OTHERS) THIS PERMIT
"Dl"37'X63"(0) RIGHT ELEVATION U
SERIES C-740 ALUMINUM FIXED CASEMENT WINDOW-L.M.I. "D"37"X 63"(0) a
N.O.A.:12-1218.11 SERIES C-740 ALUMINUM FIXED CASEMENT WINDOW-L.M.I. "E" 19.1/8"X50-3/811(0)
ZONE 5:+47,1-63.1 N.O.A.:12-1218.11 ♦ SERIES C-740 ALUMINUM FIXED CASEMENT WINDOW-L.M.I.
GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS ZONE 4:+47.1-51.1 N.O.A,;12-1218.11 r
EXTERIOR LITE:1/8"ANN.GLASS GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS ZONE 5:+47.1-63.1
.090"DUPONT BUTACITE PVB INTERLAYER EXTERIOR LITE:1/8"ANN.GLASS GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS
INTERIOR LITE:1/8"ANN.GLASS .090"DUPONT BUTACITE PVB INTERLAYER EXTERIOR LITE:1/8"ANN.GLASS
INTERIOR LITE:1/8"ANN.GLASS .090"DUPONT BUTACITE PVB INTERLAYER
INTERIOR LITE:1/8"ANN.GLASS
NOT PART OF "K" 19-1/8'X 50-5/8"(X)
EXISTING STEEL THIS PERMI SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I.
COLUMN(BY OTHERS) N.O.A.:12-1218.09
ZONE 5:+47.1-63.1
GLAZING.5116"LAMINATED IMPACT RESISTANT GLASS
EXTERIOR LITE:1/8"ANN.GLASS
.090 DUPONT BUTACITE PVB INTERLAYER
INTERIOR LITE:1/8"ANN.GLASS
10"
C 41. c
m C
• • •
• • • EXISTING STEEL fREFFR TO RIGHT ELEVATION .,
s••••• • • COLUMN(BY OTHERS) FOR DETAILS
"B" 24"X24"(CIRCLE)
•• • :•:••: FRONT ELEVATION HIIS PERM T "SERIES PW-701"ALUMINUM FIXED WINDOW-L.M.I.
N.O.A..13-0502.03 - - - -,
• • • •••••• "Al"OVERALL FRAME SIZE: 74"X 50-5/8"
ZONE 5:+47.1-63.t ,.
GLAZING:7/16" LAMINATED IMPACT RESISTANT GLASS ,
•• • •••••• p)37"x so-s/s"(x)(tuGHr) _.
SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. EXTERIOR LITE:3/16"ANN.GLASS
•••• •••• N.O.A.:12-1219.09 .090 PVB INTERLAYER
• • • ZONE 5:+47.1-63.1 INTERIOR LITE:3/16"H.S.GLASS
GLAZING:5116" LAMINATED IMPACT RESISTANT GLASS "C" OVERALL FRAME SIZE: III"X 63"(XOX)(1/4-1/2-1/4-CONFIGURATION) _ -
• •••••• EXTERIOR LITE:1/8"ANN.GLASS (2)27-3/4"X 63"(X)(LATERALS)
• •• •••••• .090 DUPONT BUTACITE PVB INTERLAYER SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I.
• • • INTERIOR LITE:1/8"ANN.GLASS N.O.A.:12-1219.09
••• • • •• (1)37"X 50-5/8"(0)(LEFT) ZONE 5:+47,1-63.1 _
•••• ••• SERIES C-740 ALUMINUM FIXED CASEMENT WINDOW-L.M.I. GLAZING:7/16" LAMINATED IMPACT RESISTANT GLASS
• • N.O.A.:12-1218.11 EXTERIOR LITE:3/16"ANN.GLASS _
•••• ZONE 5:+47.1-63.1 .090 SGP INTERLAYERGLAZING.5/16" LAMINATED IMPACT RESISTANT GLASS INTERIOR LITE:3/16"ANN.GLASS DATE: 05/01/15
LITE:
ANN.GLASS
2x 63"(o(cENER>
. 9UN BUfATIT PVB INTERLAYER (1) - � SCALE: 3/16"=1'
INTERIOR LITE:1(8"ANN.GLASS SERIES C-740 ALUMINUM FIXED CASEMENT WINDOW-L.M.I. -
N.O.A.:12-1218.11 r
ZONE 5:+47.1-63.1
DWG.BY: M.R.Z.
GLAZING:7/16" LAMINATED IMPACT RESISTANT GLASS
EXTERIOR LITE:3/16"ANN.GLASS - ._ _,. ... POB#: 05-2015
.090"SGP INTERLAYER
INTERIOR LITE:3116"ANN.GLASS
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REVISION:
"A" OVERALL FRAME SIZE: 74"X 50-5/8" i
(1)37"X 50-5/8"(X)(RIGHT) �-
6-6"
SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I.
N.O.A.:12-1218.09 BUILDING
ZONE 4:+47.1-5 1.1 O
GLAZING:S/lb"LAMINATED IMPACT RESISTANT GLASS CONTINUES
EXTERIOR LITE:1/8"ANN.GLASS "G" 19-1/8"X38-3/811(0)
.090 DUPONT BUTACITE PVB INTERLAYER SERIES C-740 ALUMINUM FIXED CASEMENT WINDOW-L.M.I.
INTERIOR LITE:1/8"ANN.GLASS N.O.A.:12-121811
ZONE 4:+471-51.1
SERIES
C-748ALUMINU GLAZING:5/16" LAMINATED 8"ANNG RESISTANT GLASS ELEVATION A-A
SERIES C-740 ALUMINUM FIXED CASEMENT WINDOW-L.M.I. EXTERIOR LITE:1/8"ANN.GLASS
N.O.A. 12-1218.11 i .090"DUPONT BUTACITE PVB INTERLAYER
ZONE 4:+471-51.1 INTERIOR LITE:1/8"ANN.GLASS
GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS
EXTERIOR LITE:1/8"ANN.GLASS
.090"DUPONT BUTACITE PVB DaERLAYE
*LUMN
INTERIOR LITE:1/8"ANN.GLASSWNJEGRESS (EGRESS O G STEEL
( ) ) (BY OTHERS)vot U Z
NOT PART OF U
THIS PERMIT EXISTING STEEL "Al" OVERALL FRAME SIZE: 74" X 50-5/8"
COLUMN(BY OTHERS) T ELEVATION o
(p 37"x sos/8"(x)puc;Irp
"J" 37"X 38-3/8"(0) SERIES CA740ALUMINUM CASEMENT WINDOW-L.M.I.
SERIES C-740 ALUMINUM FIXED CASEMENT WINDOW-L.M.I. "F" 37"X 38-3/8"(X) N.O.A.:12-1219.09
N.O.A.:12-1218.11 * SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I. ZONE S.+47.1-63.1
IMGLAZING:5/16"LAMINATED IMPACT RESISTANT GLASS
ZONE 4:+47.1-51.1 N.O.A.:12-1218.09
GLAZING:5/16" LAMINATED PACT RESISTANT GLASS ZONE 4:+47.1.1-5151.I EXTERIOR LITE:1/8"ANN.GLASS
.090 DUPpNT BUTACITE PVB INTERLAYER
EXTERIOR LITE:V8"ANN.GLASS GLAZING:5/16" LAMINATED ANN RESISTANT'GLASS INTERIOR LITE:1/8"ANN.GLASS
.090"DUPONT BUTACII'E PVB INTERLAYER EXTERIOR LITE:1/88""ANN.GLASS
INTERIOR LITE:1/8"ANN.GLASS .090 DUPONT BUTACITE PVB INTERLAYER (1)37"X 50-5/8"(0)(LEFT)
INTERIOR LITE:1/8"ANN.GLASS SERIES C-740 ALUMINUM FIXED CASEMENT WINDOW-L.M.I.
N.O.A.:12-1218.11
ZONE 5;+47.1-63.1
GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS
EXTERIOR LITE:1/8"ANN.GLASS
.090"DUPONT BUTACTI'E PVB INTERLAYER
NOT PART OF INTERIOR LITE:118"ANN.GLASS
THIS PERMIT
NOTE 1:WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE
WITH THE UNIT'S NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS.
�o
NOTE 2:ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A.DESIGN
• •• PRESSURES,AND SIZE ARE PART OF THIS PERMIT, ALL OTHER OPENINGS ARE NOT PART OF THIS
• • • PERMIT.
••• • • •• NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E:BEAMS,COLUMNS,FRAMING,ETC.)
• ••• • SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO
•••••• Cl CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY.
• • • NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44"ABOVE THE FINISHED FLOOR
NOTPARTO• • EXISTING STEEL 3�To�
•• •••••• THIS PERMITTF REAR ELEVATION COLUMN(BY OTHERS) NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION.
••• • Osseo* "Al" OVERALL FRAME SIZE: 74" X50-5/8"
(1)37"X 50-5/8"(X)(RIGHT)
•••• •••• SERIES CA-740 ALUMINUM CASEMENT WINDOW-L.M.I.
• • • •
N.O.A:12-121&09
•••• •••• ZONE 5:+47.1-63.1 - --- 1
• •••••• GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASS
• EXTERIOR LITE:1/8"ANN.GLASS
• •• •••••• .090 DUPONT BUTACITE PVB INTERLAYER
• • • INTERIOR LITE:1/8"ANN.GLASS _
• • • (1)37"X 50-5/8"(0)(LEFT)
•••• • • SERIES C-740 ALUMINUM FIXED CASEMENT WINDOW-L.M.I.
•••••• N.O.A.:12-1218.11 -
ZONE 5:+47.1-63.1 f-.
GLAZING:5/16" LAMINATED IMPACT RESISTANT GLASDATE: 05/01/15
EXTERIOR LITE:1/8"ANN.GLASS SCALE: 3/16"=1'
.090"DUPONT BUTACITE PVB INTERLAYER
INTERIOR LITE:1/8"ANN.GLASS - DWG.BY: M.R.Z.
z JOB#: 05-2015
m
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