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WS-13-1473 Miami Shores Village
01 W3
Building Department
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY:0 omomo_o .....>o
Tel: (305)795.2204 Fax: (305)756.8972
INSPECTION'S PHONE NUMBER: (305)762.4949
BUILDING Permit No. WS)
PERMIT APPLICATION Master Permit No.
FBC 20
Permit Type: BUILDING ROOFING
OWNER:Name(Fee Simple Titleholder): 20amc_�2&SA W gJ6 Phone#:
Address: r, q �'
City: Stately
TenantlLessee Name: Phone#:
Email:
JOB ADDRESS: ,
City: Miami Shores County: Miami Dade zip:
Folio/Parcel#:
Is the Building Historically Designated:Yes NO Flood Zone:
CONTRACTOR:Company Name: , 6° —�Z; ��i+�s t% Phone#:
Address: )2A01"0 P 10 1 4iC
City: _0, 0-r" State: 4Z- zip: y
Qualifier Name: G) S•@ h- Phone#:
State Certification or Registration#: Certificate of Competency#:
Contact Phone#: Email Address:
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$ I�`�0 0,E 0 Square/Linear Footage of Work: V
Type of Work: ❑Addition ❑Alteration ❑New Repair/Replace ❑Demolition
Description of Work: Az -
Submittal Fee$ Permit Fee$ D CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$
TOTAL FEE NOW DUE$
I
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 ELECTRICAL WORK,PLUMBING, SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Si ture Si tore
l ?
,// Ownei o Agent ntrac r
The foregoing instrument was acknowledged before me this ` The foregoing instrument was ac owledged before me thi0
day o0 ,20 t ,by �h� day of ,20 1�_,by ,
who is ys—rwnalown to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign
Pu c
Print: samara Dee Han Print:
My C mm of
P Saraira Public
Qee 3ta6a
My Commission Expire . oa�2�no�� My Commissi s' S;
My com Hart a
o,.
,� Ernes oamoii of
VV
APPROVED BY O Plans Examiner Zoning
I
Structural Review Clerk
(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
i i!liii !i!i liiH i! !i!iili ii i i!i!i iii i!!I
CIE N 2013R��X75185
OR l?k 28736 Ps 0727; { Pq)
RECORDED 07/23/21013 10244°24
HARVEY RUV€N? CLERK OF COURT
NOTICE OF COMMENCEMENT NIAid€-DADE COUNTYP FLORIDA
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT Ilk%-OF R T INSPECTION LAST PAGE
PERMIT NO ' TAX FOLIO NO.
STATt OF FLORIDA:.
COUNTY OF MIAMI-DADE:
THE UNDERSIGNED hereby gives notice tfaat,improvements will be made to certain real
property,and M accordance with Chapter715,Florida Statutes,the following information
Is provided in this Notice of Commencement.
specs above reserved for use of recorriin off!
1.Legal description of property and street/address: �� �: �� �S
2.D@scrlptlon of Im rprovement;
3. er(s)name and"Ladd
Interest In property:
Name and address of fee simple titleholder.
4.Cpntractar's _a address address and phone number ® t
i .
5. urety:'(Payment bond required by owner from contractor,If any)
Name,address and phone number.
Amount of bond$
6.Lender's name and address:
7.Persons within the State of Florida designated by Owner upon wh m notices or other documents may be served as provided by
Section 713,13(1)(a)7.,Florida Statutes,
Name, ddress and phone number. 0
8,In addition to himself,Owners designates the followr(ng persons)to receioio4 In Section
713.13(1)(�i),.Florida Statutes. PNp COtlp�y
RE Y CERTIFY that this rs s co o/fhb �'� eua
Name,addis and phone number ay or
a
9.Expiration date of this Notice of Commencement: • A� 20
(the a\;*Oon date dace is s em va am
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPI M
IMPROPER PAYMENT UNDER: PART I 1 TWICE COUP`
S ER CHAPTER 713, ,SECTION 713. 3.FLORI
JMPROVEMENTS TO YOUR PROPERTY.-A NOTICE OF COMMENCEMENT MUST BE AND POSTED ON THE"JOB SITE BEFORE THE
FIRST_INSPF=ON.iF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR ,ND OR.AN ATTORNEY BEFORE COMMENCING WORK
OR R CE OF COMMENCEMENT,
i ne f
er(s)or Owner(s)'Authorized Officer/Dbector/Partner/Manag�, - P
Prepaid t3 Prepares
Print Name Print Name
Tme/Ofnce Tltle/Qf oe
STATE OF FLORIDA
COUNTY OF MIAMN ADE
The f ieVnt ged before me this a 3 day of
By ftAX - - 1
Individually,or ❑ for
ku
-Pem^smlally known,or produced the following type of,Identification:
Signature of Notary Public:
Print Name:
(SEAL) '
y biic-S f Florida
SE=ON 92J25,IFLORIDA STATUTES My Comm.Expires Sep 23.2015
Under oeriaities of 06dury,I declare that I have read the foregoing and Commission#EE 128810
that the laots,stated In it are true,to the best of r>y knpwledge and belief. Bonded Through National Notary Assn.
Signature(s) or 's Authorized OfBc er/Director/Partner/Maneger who signed above:
By k By
143.01-M P 3 VW
vain A tIn Ur DUUNLAKY SURVEY `-` „J `_ "
SCALE: 1"= 2 o' LEGAL DFSCRtTIOIN:LOT,- i Hag t oc
z z OF "A• EVIIFT) PLAT OF %ITAML "SPORRS SECTION N0. A'�-
's•C
-Z-. 97'z.�e 7,t Ems•/•• ¢ ACCORDING TO THE PLAT THEREOF AS$ECOLiDED IN PLAT HOOK 15 AT
QF THE PUHLIC RECO$Ds OF f1i A D _ COUNTY,FLORIDA.
=RTWDTO: FORFRT 4.
FRAME AND pOS,4LLVTIA S. FRAME, MARK
—
p ATTORNEYS' TITLE TNSCRANCE FUND, INC. , AMTRU!
g1'CCF.SS0RS AND/OR ASSTC.+:R.
1 / d C Z
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ice- a i,�• .d,ii�e � / " x•y�' ^ �i U •• -". %f-- s
o — FIB t 7 a sr i Aq
-� aSPROPERTY .p gr et,`+iami Shores,Florida.
PEIRAW G.
SLRVEY NAF''R$F4 'PREPA Fn FOR THE EXCLUSIVE L'SE 0
n 0�� �T�✓ + =v' Mi r @& II F:RTTFTC?TE DOES NOT EXTEND
p ..; APPROVED BY DATE
� � 1�3.�0� •� '.
ZONING DEPT -
rou ATIONMAP
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BLDG DEPT
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7.F.- ' ✓ j• ?�' su�1>=c r N A�. R A:cm q� W F` •� ll$' AMPS AND CCUM UMAW TIONS a :ILL �
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PLOD POWRANCE M IA N $ W"Ayw FROMM By CADE OO
• FULAWATO URM OVA tRVBI.RATMft BOO
�.. � ` q� rc vnyrrro rexc.reo. Freer m� riowmay.
►�< /� I �1 ' +` `� '0652 0093 3 7.17.95 "+�" NORP ioaATORS x e@ ptpc
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+' + /�� 2�•:O• .� .� C t�eKqC�RE$TtS�I'gY:q'8r9i.od toF811dYE�YA'am.wLw.dfbd ape�is 6�rotav l�, DD ..,
(/ ' �l + •'• 1) E- olF4nia woorow.w8ealbu's9 m ofFluldsm�M' oem.�T�ta..K �e3.F� ,
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JOB NUMBER: 01-06- 1?6 avaveYOasNar�
25:0• ''� - c; 1• a�AesTaACra'Trrts.man.me.m.a..
j x FIELD HOOK: 14^9-01
FIELD WORK DATE: s•T�
VIM,
bP�
b�sM+uatcv .aanw "aim mmpa.
+ F%v 62.70- r- -.,.�. c E- DRAW, DAZE: No
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f`. `` DATE: xuna
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W Aim
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CT
041 riels FA0�ject F�20 a ts� MP 10400 Series C&C( ).dvg
2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH L MRH S 60'
DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85
INTERIOR ZONE 4 PRESSURES 1 1 EXTERIOR ZONE 5 PRESSURES I ENCLOSED STRUCTURE,FLATTERRAIN
Mean DESIGN PRESSURES PS -ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE:
Roof Tribute ry Area Ft)- Roof Tribute Area Ft 1. TABLES ARE INTENDED TO ORST CASE'PRESSURES.'WORST CASE'IS
Height 10 15 25 30 50' fight 15 25 30 . 35 40 45 50 DEFINED AS THE DITTO WN VARIABLE AS DESCRIBED BELOW.
USE OF CRITICAL C UIRED FOR THESE TABLES.
-43.4 -42A !41-6`-,-41.1 -40.6 ,2 .3 3. i -51.5 50. 111-48.9 -47.9 /g71 -46.4 -45.8 -45.2 2.TABLES VALID 0 L� F M ROOF HEIGHT AS LIMITED ABOVE.
D_15 ft +401 +39.0 +382 +37.7 +37.2 + .8 1 0-15 ft M +39.0 38 +37.7 +37.2 36.8: +36.4 +36.1 +35.9 3 TABLES VALID F R & APPLICABLE REDUCTIONS FOR ROOF SLOPES
�• LESS THAN 10°S B D'B INEER AS A SITE SPECIFIC CONDITION.
44.0 43.0 -82:2 -41.6 -411 7 1 3 'I A -52.2 -50:7 -49.5 -48.6 477' -47.0 -46.4 -45.9 4.IDENTIFY THE L AVE E OF HEIGHT.IF THE MEAN ROOF HEIGHT
1611 6 +39.5 +38,8 +38.2 +377 + x6 1611 +406 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BEIDENTI D EAK
17 ft 44'6 -43.5 -42.8 -42.2 -41.7 41. 3 17 ft -55.1 -52,9 -51.4 -50.2 -49.2 -48.4 -47.6 47.0 46.5 5.ALWAYS ROUND " LE VALUE OR CONSERVATIVE ASSUMPTION.
6.CALCULATE THE TRI EDP ING IN QUESTION(HEIGHT WIDTH)OR
+41.1 +40.0 +39,3 +38.7 +38.2 +37.8 +37.4 6.8 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS
-45.1 -44.0 -43.3 -42.7 42.2 Q 55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD SP GT 1050,0TT THE AREA BETWEEN STRUCTURAL
18 ft +41.6 +40.5 +39.7 +39.1 +38.6 + .3 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +375 +37.3 OPENINGS ONLY- RAL MULLS. IF THE TRIBUTARY
19 ft +37.7 19 ft +421 +41.0 +40.2 39 6 +391 +38.7 +38 3 +36.0 37.7 TRIBUTARY�7. ENTIFY THE ZONE OF THE CRITICAL(10 SQUARE FEET)SHALL
45.7 -44.6 -43.8 -43.2 -42.7 -42 AREAS E LESSER TABLE VALUE.FOR LARGER
+42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 H D, S PUBLISHED VA LUE.
OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER
-46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE
OPENING IS TO BE
20 ft +42 6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38,1 2011 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38,1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE.
-46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 -57.6 -55.3 -53.7 -52.4 -51.4 49.2 -48.6 U 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS
REQUIRED BY THE LOCAL
MUNICIPALITY IN ACCORDANCE WITH CODE.
21 ft +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 21 ft +43.0 +41.9 +41.195 39, +38.5 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY
A
-47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 -58.1 -55.8 -54.2 JSO[I' - .3 .6 -49.0 FACT OR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY
PRIOR TO TABLE USE.
22ft +43.4 +42.3 +415 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 22ft +43.4 +42.3 +41.5 9.2 +38.9 GENERAL NOTES47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0
-58.7 -56.4 -54.7 5 - 8 - .1 -49.5 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN
ft +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 ft +43.8 +42.7 +41.8 +40:3 9 +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR
3,USING THE AS OUTLINED HEREIN.
48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 43.6 -43.3 59.2 -56.9 -55.2 •2 50.0 CRITERIA N IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND
24 ft +44 2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24 ft +44.2 +43.1 +42.2 +41.6 +41. .2 +39.9 +39.6 EXPOSURE SPECIFIED, THESE TABLES NOT FOR USE WITH ESSENTIAL
FACILITIES OR ASSEMBLY
-48.4 -47.2 -46.4 -45.7 •45.2 -44.7 -44.4 -44.0 -43.7 -59.7 -57.4 -55.7 � 4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES
25 ft 6 +43.4 MZ.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 ft +44.6 +43.4 +42.6 9 + . 6 '' g,g NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpI=+/-0.1
8)FOR USE
WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH
-48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -".4 -44.1 -60.2 -57.8 -56.2 -54 Z,5 -+b 4 �� 1:4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE
ZONE.TABLES ARE FOR
26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40,3 WALLS AND VERTICAL SURFACES ONLY.
27 ft -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 27 ft -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 3.THESE CHARTS ARE NOT VALID AS
A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY
VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E.
+45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41,2 +40.9 +40.6 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES
AS LISTED.
-49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 r..� -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND CDR ING WIND VELOCITY,EXPOSURE,AND
OTHER
COEFFICIENTS LISTE N ND VERIFIED BY THE GOVERNING
ft +45.7 +44.5 +43.6 +43.0 +42.4 8 ft +45.7 +44.5 +43.6 +43.0 +42,4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTM DDltxr, NTY FOR APPLICABILITY OF TABLE
-49.9 -48.7 -47.8 -47.2 -46.6 ;lf" -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52-0 VALUE USE IS OFFER
29 ft +46.0 +44.8 +439 +43.3 +42.7 3 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +4L9 +41.5 +412 S.THIS SP CA 0 T ANY PRODUCT APPROVED
CERTIFICATION. RE R RA MITTED TEST CRITERIA AND OTHER
-50.3 -49.0 -48.2 -475 -47.0 .6 .7 -62.1 -59.6 -57.9 -565 -55.4 -545 -53.7 -53.0 -52A APPROVALS FOR DE G TION� F ATION AND APPLICABILITY OF THESE TABLE
3011 +46.3 +45.1 +44.3 +43.6 +43.0 6 LS 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IS T B Y O I CCORDANCE WITH GOVERNING CODES,
6.ADHERE TO ALL 0 0 M ORDINANCES.
51.0 X9.7 -08.8 48.2 47.6 4. 0 -629 -60.4 -58.7 -57.3 -56.2 -55.3 -54A -53.7 -53.1 7.NO CERTMCA710 OF THE HOST STRUCTURE. /
32 ft ,i47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. 2.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 E.EXCEPT AS EXPRESSLY P N,NO ADDITIONAL CERTIFICATIONS
OR
-51.9 -50.7 -49.8 -49.1 48.5 -64.1 51.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED.
35 ft .x.47.9 +46.6 +45.7 +45.0 +44.5 I +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a=10%OF 4IN EAK ROOF 1
53.4 -52.1 -51.2 -50.5 49.9 49 55.9 53.3 -61.5 50.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMA �q OF LEHEIGHT
4011 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 4011 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 DIMENSION OR 3Fi(1 )aO E QUESMEAN
AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF ROOF
54.8 -53A -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -495 -67.6 549 -63.0 -61.6 50A -59.4 -585 -57.7 -57.0 HEIGHT
45 ft +50,5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 45 ft +SO.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2-56.0 -54.6 -53.7 -529 -52.3 -51.8 -51.3 -50.9
-50.6 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 50 ft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 50 ft +51.6 +502 +49.3 +48.5 +47.9 +47.4 +47.0
+46.6 +46.2-55.7 -54.7 -54.0 -53A -52.8 -52.4 -52.0 -51.6 -70.5 57.7 55.8 -64.2 53.0 -6L9 51.0 50.2 -59.5 I I+51.3 +50.3 +495 +48.9 +48.4 +479 +47.5 +47.1
55 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1-56.8 -55.8 -55.0 -54 3 -53.8 -53.3 -52.9 -52.6 71.8 59.0 57.0 55.4 54.1 =63.1 52.1 51.3 50.6+52.2 +51.2
+50,4 +49.8 +49.3 +48.8 +48.4 +48.0 60ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WALL ZONE FIGURES ET
9 REMARKS DRWN CHKD DATE �
© o INITISSUE G88 TSB 03/05/12 2010 FLORIDA BUILDING CODE ENGINEERING Oz
1O 1 REV•ADJUSTED HEIGHTS GSS TSB 04/091 2 RrE�® j 'p x
" - ASCE 7-10,CHAPTER 30 o+T
z N DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, #106 tD ` %0z
9 - - - MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 8
A u, O THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PH:(954)354-0660 FAX:(954)354-0443 N
O iT HOUSHAU.NOTBERENTOFFRANKIWHOLEORPART ASCE 7- 10
wrrrHOUTNR 2TfTEN00NSENTOFFRANKLBENNARDO,P.E WWW.ENGEXP.COM
ALTERATIONS,ADDITIONS,FaGUGHRNG,OROTHER CERTOFAUTH!9889 m
MARNNGSTOTHMOCCUMENTARENOTPERNATTEDAND
F� INVALIDATE OUR C CATI
MIAAMO E MIAMI DADE COUNTY,FLORIDA ...
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26`"Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2509
NOTICE OF ACCEPTANCE (NOA) www.miamidade.govAera/
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction.
materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA
-Product Control Section to be used in Miami-Dade County and other areas where allowed by the
Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product
Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Tone.
DESCRIPTION:Series••HR--710"Aluminum Horizontal Sliding Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact",
sheets I through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by
PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the
Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and
Expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: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 for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 114630.02 and consists of this page 1,evidence pages E-1,E-2 and E-3, as
well as approval document mentioned above,
The submitted documentation was reviewed by Jaime D.Gascon,P.E.
M I C S - NOA No. 11-1114.04
• • ,�$ tZ Expiration Date: December 21,2016
Approval Date: February 16,2012
Page 1
x ` . PGT Iudustriies.Inc. M. .
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA Is No.'s 07-0815.09 and 06-0405.06)
2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1
through I1 of 11, dated 02/20006 with the latest revision "E" dated 10/17/2011,
prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony
Lynn Miller,P. E.
B. TESTS
1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94
2)Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda
P. E.
(Submitted under NOA No. 07-0815.09)
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 20194
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,Type"C"sliding window, Grade 10,
per FBC 24113.2.1,TAS 202-94 and per ASTM F 842-04
Along with marked-up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo
Largaespada, P. E.
(Submitted under NOA No. 06-0405.06)
3. 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,Type"C"sliding window, Grade 10,
per FBC 24113.2.1,TAS 202-94 and per ASTM F 842-04
Along with marked-up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo
Largaespada, P. E.
(Submitted under NOA No. 06-0405.06)
Jaime D.Gasco ,P.E.
Product Control Section Supervisor
NOA No.11-1114.04
Expiration Date: December 21,2016
Approval Date: February 16,2012
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE;EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC,
prepared by POT Industries, Inc., dated 10/26/06, signed and sealed by Robert L.
Clark,P.E.
(Submitted under previous NOA No. 07-0815.09)
2. Complies with ASTM E1300-98/04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co.,
Inc. for their "DuPont Butaclte® PVB Interlayer" dated 09/08/11, expiring on
12/11/16.
2. Notice of Acceptance No. 08--0206.01 issued to Soluda Inc. for their "Sailex HP
Glass Interlayer"dated 04/17/2008,expiring on 04/17/2013.
F. STATEMENTS
1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009
supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn
Miller,P. E.
2. Statement letter of no financial interest and independence,dated 10/25/11, signed and
sealed by Anthony Lynn Miller, P. E.
3. Letter of Adoption of as his Own, the Work of another Engineer per Section
61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn
Miller,P. E.
4. Statement letter of no financial interest, conformance and compliance with the FBC-
2007,dated 06/29/2011,signed and sealed by Robert L. Clark,P. E.
(Submitted under previous NOA No. 11-0630.02)
5. Laboratory compliance letter for Test Report No. FTL--5330, issued by Fenestration
Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda,
P.E.
(Submitted under previous NOA No. 07-0815.09)
Jaime D.Garcon,P.
Product Control Section Supervisor
NOA No. 11-1114.04
Expiration Date: December 21,2016
Approval Date: February 16,2012
E-2
I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED
F. STATEMENTS (coNTnvuED)
6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL 4859,
issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed
b Edmundo Lax
Y gaespada,P. E.
(Submitted under NOA No. 06-0405.06)
G. OTHERS
1. Notice of Acceptance No. 114630.02, issued to POT Industries, Inc. for their Series
"HR-710 Aluminum Horizontal Roller Window- L.M.I.", approved on 08/10011
and expiring on 12/21/2016.
-� Jaime D.Gascou,P.E.
Product Control Section Supervisor
NOA No. 11-1114.04
Expiration Date: December 21,2016
E-3 Approval Date: February 16,2012
GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW
1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2}FOR INSTALLATION ABOVE 30 FT.GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP.
A 5118'LAW CONSISTING OF(2)LITES OF 1B ANNEALED GLASS WITH A.0W DUPONT BUTACITE OR SAFLf7GAGEEPSAFE MAXIMUM PVS INTERLAYER
B.518'LAMI CONSISTING OF(1)LITE OF IW ANNEALED GLASS AND(1)LITE OF 118°HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXAEEpSAFE
MAXIMUM PVS INTERLAYER
C.6M8'LAMI CONSISTING OF(2)LITES OF 1A'HEAT STRENGTHENED GLASS WITH AN.0W DUPONT BUTACITE OR SAFLEX/KEEPSAFE mwamu M PVB ENTERLAYER.
D.7/18'LAMI CONSISTING OF(2)UTES OF 3118'ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXrKEEPSAFE MAXIMUM PVB LWIERLAYER
E.718°LANG CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS AND(1)LITE OF 3M8'HEAT STRENGTHENED GLASS WITH AN.=DUPONT SU1'ACTTE OR SAFLEXq(EEpSAFE NOA DRAWING MAP
MAXIMUM PVS INTERLAYER
SHEET
F.711W LAMI CONSISTING OF(2)UTES OF 3118'HEAT STRENGTHENED GLASS WITH AN.090 DUPONT SUTACITE OR SAFLEXAEEPSAFE MAXIMUM PVS INTERLAYER GENERAL NOTES--1
GAZING DETAILS_..........2
G.13/18'LAND IG:(1)LITE OF 118'OR 3118'ANNEALED(MIN.)GLASS,618'OR 3E'AIR SPACE AND 6118'LAW CONSISTING OF(2)LITES OF 1fir ANNEALED GLASS WITH A DESIGN PRESSURES.......3
.090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER ELEVATIONS.------4
VERT.SECTIONS........._..8
H.13/18'LAMI I,:(1)LITE OF V8'OR 3M8'ANNEALED(MIN.)GLASS,511W OR 31W AIR SPACE AND 5M8'LAW CONSISTING OF(1)LITE OF IVANNEALED GLASS AND(1)LITE HORIZ SECTIONS-5
OF 1B'HEAT STRENGTHENED GLASS WITH A.0M0 DUPONT BUTACITE OR SAFLEXRMEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST-.--.---8
EXTRUSIONS--.-7
1.13M8'LAM Ii:(1)LITE OF 1A'OR 3118'ANNEALED(MIN.)GLASS,8118'OR 3fir AIR SPACE AND SMV LAMI CONSISTING OF(2)LITIES OF Iff HFAT STRENGTHENED GLASS CORNER DETA8.........,.«..6
WITH AN.09a DUPONT BUTACITE OR MAXIMUM PVS INTERLAYER. ANCHORAGE------8-11
J.13118'LAMI IG.(1)LITE OF 118"OR 318'ANNEALED(NUN.).GLASS,3flW OR 1,W AIR SPACE AND 7118'LAMI CONSISTING OF(2)LITES OF 318°ANNEALED GLASS WITH AN
.080 DUPONT BUTACITE OR SAFLEXAQEEPSAFE MAXIMUM PVB INTERIAYEt.
K 13118'LAMI IG.(1)LITE OF 118'OR 3M8'ANNEALED(W L)LASS,3118'OR 114"AIR SPACE AND 71W LAMI CONSISTING OF(1)LITE OF 3M8'ANNEALED(LASS AND(1)LITE
OF 3MW HEAT STRENGTHENED CLASS WITH AN AW DUPONT BUTACITE OR SAFLEXAaMMAFE MAXIIMUM PVS INTERLAYER.
L.1318'LAMI IG:(1)LITE OF 1/8'OR 3118'ANNE=ALED(MIN.)GLASS,3116"OR 1/4'AIR SPACE AND 7/1r LAM!CONSISTING OF(2)UTFS OF 3MMP HEAT STRENGTHENED GLASS
WITH AN.090 DUPONT BUTACITE OR SAFLEX4933PSAFE MAXIMUM PVB WTERLAYER
2.CONFIGURATIONS:OX,XO.XOX
3.DESIGN PRESSURES:(SEE TABLES.SHEET 3)
A NEGATIVE DESIGN LOADS BASED 014 TESTED PRESSURE AND GLASS TABLES ASTM E 13004M
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-M
4.ANCHORAGE.THE 3311346 STRESS INCREASE HAS MOOT BEEN USED IN THE DE SIGN OF THIS MODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. P D� wa
6.SHUTTERS ARE NOT REQUIRED lksamavDa Mee
As No
G.FRAME AND PALL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7.REFERENCES:TEST REPORTS FTL ,FTL AND FTL-6330,
E.CA TEXTRON NDA.04-MI.M.034=05
ANWAF&PA NDS-2005 FOR WOOD CONSTRUCTION l l l i i
ADM-2005 ALUMINUM DESIGN MANUAL xv(LYNN............�p
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY �.':
HURR CANE ZONE(HVHZ} 88705
B FOR INSTALLATION IN THE HVHZ ABOVE FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE OP AND ANCHOR QUANTITY REMAIN UNdMNNtL p. :
.0 RM/ff E F8C2"*oWECHANGE mil '
LIf 62aiff a Hi1CAPTO TN3
Fx 4/PbD7 a Fi 7anwTEasaCBlLlLnroTL=e7oGxr vr,aorr P laze Q107079CHNOLOGr OENERALNOTw "sFc(�oJ�J�?:
"Iff ALUM "!.islONA��r'`{�����•.
N=x Maw rml valmom I ewuwt�R9n7� iVfy/�Bmtoes imm NTS I 1 u 19 ��49?7-f0 E �PE
21 50 21 50
53 1fr NOAH. ire Nom. �)EXTERIOR INTERIOR
GLASS SITE 65 GLASS SITE (ALL SEcnoNS)
51 60,61,62 51 @�
118'ANNEALED OR HEAT STRENGTHENED GLASS 3MIr ANNEALED OR HEAT STRENGTHENED GLASS
090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER
1B'ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENEED GLASS
5118"NOM 7118•LAMINATED
5/16"LARAINATED GLASS 7/18"LAMINATED GLASS
21 50 21 50
1f2'NOAH tw Nm
GLASS BITE 59 GLASS SITE
52 52
86,87,68,89.70,71 72,73,74,75,76,77 PRODUCrREWSW
fli m aomp{ylog aHlh ub FLOdds
1fir ANNEALED OR HEAT STRENGTHENED GLASS 311V ANNEALED OR HEAT STRENGTHENED GLASS oNo t 4me%&
090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER �6
IV ANNEALED OR FEAT STRENGTHENED GLASS 3MV ANNEALED OR HEAT STRENGTHENED GLASS
6118'LAMINATED 7118•LAMINATED
6116*OR 3W AIR SPACE WW OR.�.AR SPACE'U8'OR 3110 ANNLALED OR TEMPERED MASS -------- a 118"
3ANNEALEDOR TEMPERED MASSA
13MW NOM. 13hr NOM.
uu
13116"LAND IG GLASS W/5M6"LAMI 13116"LAMI IG GLASS W/7118"LAMI
�'•' '•.is
QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. _
LU
1,L 1N17M1 E NoQt4AA ETfW&MET °Hew■ D'. 2
miaw 1R 82GH1 D R3 CAP 70SET #30PTA076 >07NOKOV10 FLSW5N19 �NQ�A�S .�F•.,�9P•'e�;`�
FJ6 41016117 c IND ptAAK 7Hi8&NEFT P eqx, MROONTAL ROLLER*WDOW dl�ACT ""ASS/QNA-!
FiC 1.t �"3I�m. B mum Ful 2 a 41 �4W40 E sL p am
XOX(1/4,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMTABLE 1.
ALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE 26" 36" 3s r-60.0 48" 50 618" 64" 6�• 6r
A,B,G,H +60.0 460.0 +60.0 4�.0 +60.0 .0 +60.0 -60.0 +60.0 -60.0 +60.0 430.0 +60.0 -60.0 +60.0 -W.0
98° A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 .0 +60.0 4N.0 +60.0 -60.0 +60.0 430.0 +58.8 •58.8 +56.2 -56.2 A
1 318" A,B.G,H +60.0 .0 +60.0 -W.0 +60.0 +•60.0 -60.0 +60.0 -60.0 +60.0 -.0 +55.2 .55.2 +523 -52.3 THE HVHZ ABOVE 30
1o" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 •80.0 +60.0 -60.0 +60.0 430.0 +54.6 •64.6 +51.7 .51.7 Fr.GLASS TYPES o'
111" A,B,G,H +60.0 430.0 +80.0 -60.0 +60.0 430.0 +60.0 0 +p.p 430.0 +59.5 -58.5 +53.6 63.8 +50.9 a0.9 L SHALL HAVE E GLASS
UP T0111" C,I CAP.BOTH THE OP
UP TO 111" D'E•F' +60.0 1 -60.0 AIDANCW R
J,K,L CUANT11Y REMAIN
+75.0 -75.0 UNC HAWED.
XOX(113,1/3,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"S TMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE
ABC ALL HEIGHTS UP TO 63"
TO 86 7116" .BIC,
TO 86 7116•' D'E'F'
J KL
+75.0 -75.0
TABLE&
12X-AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE 26•' 36" A+76.0 -75.0 48" 5o 618" 64" gp" 63"
60" A,B,G,H +75.0 76.0 +75.0 75.0 +75.0 75.0 +75.0 75.0 +75,0 75,0 +75,0 75.0 +75.0 -75.0
66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +76.0 76.0 +75.0 -75.0 +74.2 74.2 +70.2 -70.2
T2" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.8 469.6 +65.2 -85.2
74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -66.1 +63.8 -63.8 w�ycn ft led&
UP TO 74" C D,E,F, -- wAdiasco&
I,J K,L +75.0 -75.0
GLASS TYPES:TEST REPORT FTL-4658 009,F7L4859(OX 8 XO)AND FTL-M >a�o
A.5116"LAMI-(118-A,.090,1/8°A) G.13116"LAMI KG-1/8°OR 3119-A(p K),5118°OR 3!8°AIRSPACE.5/16`LAMI-(1/8 A,.090,t/8°A)
B.5118°LAMI-(118"A,.090,1/8"HS) H.13/16'LAMI KG-1/8°OR 3116°A(MU),5d16°OR 318°AIR SPACE,5118°LANAI-(1!8°A,.090,1/8°HS) �
C.5116"LAMI-(118"HS,.090,118°HS) L 13116-LAMI IG-118"OR 3/1(°A(MIN.),5J16.OR 3t8°AIR SPACE,5118"LAM,-(V8"HS,.000,1/8*HS)
D.7/16°LAMI-(3/16°A,.090,3/16°A) J 13118°LAMI IG-1/8"OR 3116°A(AAIPI.),X18°OR 1/4'SPACE,7/18°LAMI-(3/18°A..090,3118°A)
E.7/16-LAMI-(3616-A,.090,3/16°HS) K.13116"LAMI IG-1/8°OR 3/16"A(Mgt),3116°OR 114•SPACE,7116•LAMI-(3Ii6°A,.490,3/18"HS)
F.T/16°LAMI-(3116°HS,.090,3/16"HS) L 13/16-LAMI IG-1/8.OR 3118-A( 1 .3116"OR 1/4"SPACE,T116"LAMI-(3118°H.S,.090,3N8"HS)
J.t tOft7/1t E A40Li/pYQB7M8&Hf#T -
aa e�vtt v aorocnvmeEt m�o�c�vaoc;r DES/QNPRESSURES '�'•. s7AtE� :2:
FA treswr c aooav,Dciaa�rorrr�vac re�nuE>saaeaaws P �,. OIVTALROLLERWWQOW IIDPACT ��'��SS/ONAk-�,�.``�•
FA 22M J L -"cSQaAR6 >� 9 !VT$ 8 r 11 ��4127-90 E AL A LE
273/8' MAX OLD MAX OL
MAX.DLO 54 SNS'MAX DLO FIXED A DLO A DLO t
VENT VENT FRED D D
B B B
AlfB
x
0 X X 0 X
11G-MAX WIDTH LF.FRAME as 711V MAX.WIDTH I.F.FRAME
119°MAX.WIDTH FLANGE FRAME B VII MAX WIDTH FLANGE FRAME
DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/31/3-1/3)
NOTE:
33 9116•MAX- 33 8118°MAX 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAII S.
DLO FIXED C DLO VENT
I.
— — ST MAX SEALANT OR GASKET
FLANGE AT HEAD AND SU
A I � FRAME 15
ALL
67 34r ( 56° C�X3•
MAX. MAX.
DLO ALL ! / DLO ALL 15 LF.FRAME PRODucrRavOw
FD(ED / I / VENTS BY MAX noompl iedhdloNodda
LTTES I.F.FRAME
I X ALL
CONFIG b
rdr�
1
— -- 13 FLANGE FRAME
c J��pd`I CINN/y �'Gi
77 MAX.WIDTH LF.FRAME
74'MAX WIDTH FLANGE FRAME VIEW D-D ./[
(FRAME CORNER CONSTRUCTION) `�`-` Na•�7°g
DETAIL A-OX OR XO = •
LoFlali"cl fsnt a oR—AM HOROWAL ROLLER W #V.WT ' is/ONAt- %NOKGlaB•FL91Z71 y dk ar a� A.L aam a.t saarols f NTS 4 +11 4127-10
WERIOR 37 32 3S
- 39
1 22
D q 16
z
EXTERIOR UdTERiOR 13
21
MAX VeNr a o �— MAX FACED DLO MAX. a.0
— MAX WOM(FLANGE FRAME
EXTERIOR 19 SECTION B-B 17
(HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME)
HEIIGK �TER" 17 35 32 37
FLANGE 39
FRAME MAX.
VENT
DLO q 96
MAX
Fixed
DLO
II-- MAX F1XED DLO 4 mw w r DLo 43
MAX VADTH O.F.FRAME)
21 EXTERIOR SECTION 1-A
(HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME)
24
8 22 21 41 �
2 manucrRUVE n
doibm
12 24 $ EXTERIOR INTERIOR No
as 7 12 .
7 21 rnmm t c cam
EXTERIOR INTERIOR
8 10
10 SECTION C-C 42
SILL HEAD
(VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) .o Q + �� ;•' `
Jd t®°t7{tt F NOrJmSFtff7 (�`�� .t� '•. F \��
dR 8�d4�it D A t 'R.8 AL HORROIWAL RORER MNDOW AIRACT
FJL C Ir&NS41 49 !U1®V PO flQ�c yi, arr ■t
amw Fx TIB J,! �Q3IpB �aca�rt3�re 8 + 99 0 41�90 E ~psi vE
r
FMW DWGNIRW DESCRIPII()N MAIL PGN I ITItM DWGU RLY DESCRRYnM MAIL PGW
1 4102 A FLANGEFRAMEHEAD 6063-TEAL 612237' 66 13/16'IAMLLGUrA 3/8'AIRSPA S/16°LAM! U8•A 090 l/VA
2 4025 ISASH STOP STD. ANTI LIFT CUP 6063-T5 AL 612244 G 13/160 LAMI IGUrA WWI 318-AIR SFACF4 5116°LAM! 1/8'A 090 PVB US"HS
3 8 X 3/4 PH.PART HEAD 7834AA 68 ' 13116•LAMI 1GIWA 3l8'AIRSPACE,5/16"LAMI 1/8' 090 pVp,U8'
4 4053 ISASH STOP COYER SASH ST 6063-T5 AL 13/16°LOA IG3/16A .).Yle AIR SPACK 5116°LAM[WA,.090 1/8-A
6 4136 FIAT FRAME SQL 6063-T6 AL 64136 70 13/16°LAMI IG3/16A IN. 5/16 AIR SPA 5116•LAMI U8' .090
7 4137 ISHLADAPrOR 6063U AL 64137 71 13/16°LAMIIG3/I6A SII6AIRSPAC$SII6LAMI H5,.090P U8°Ii.S
8 4131 4AMENGE�FRAMEJAMB TRACK 6063-TEAL 64131 72 IY16'LAMIIGUrA IAN AIR SPA 7/16° 1 6A 090 3/16A
10 71298 IECOVER POLYP". 71298 73 ° 13/16°LAMI IGI/rA IN. U4'AIR SPA 7/16'LAMI 6A 090 3/16°
12 1626 E OPEN CELL FOAM PAD 7PAD1626 74 - 13116'IAMI IGUS°A IN. U4'AIRSPA 7/l6 LAMi 6' .490 3/16HS 13 40� 6063-T6 AL 612725
Li�16IAM1K73/16A 3116-AIRWAA 7l16LAMI W -W0 3/16A 14 4134 FOR MAIN FRAME SI1L JOINT 74134W/K 76 13116°LAMI IG3/16A 3116-AIR SPA 7/16°LAMI I6
.090 3/16 15 1155 8 X 1.000 D PR SMS 77 13/16"IAMIIG3I16A 3116`AIR SPA 7/16•IAMI 16 .090 3/16 HS
16 4110 G SCREHJ ADAPTOR 6063-T5 AL 641100 90 1014 SCREEN FRAME &Vislt 3105 HI4 AL
17 4054 B FLXBDMPElINGRAIL 6063RD TEAL 64054A 91 1630 SGRH@ICDRNER)MYWAMM POI.YPROP.
19 4066 WSTP.187 X 4W PIN SEAL 1631 CORi4EtKEYW/OLTf R4NCIS POLYPROP.
21 4105 SASHTOP8c1i0I'fOMRATL 6063-TSAL 6 93 1073 SCREENSPRIlHG 51,31.:
44 1608 SCRUM SPUME-.135 DNA.FOAM Ed PVC
22 1683 WS7?-r2WX 2WRA FEN SEAL 616830 9S 1635 SCREEN SPUNH-.135DIA.HARD EN PVC
23 2251 ROLLER HOUSM&GLmM 4MnHD % SCRM CLOI}l
24 226 BRASS ROUMW E S BRASS 7BRWHL2
29 4128 HORMODTfAL ROLLER SASH TOP GI)IDE PCd.YPRo p. 44128N
32 4006 D SASHMFSfWGRAIL 6063IS-T6 AL 64006
r2*710
33 1235 WSW-170 X.270BACK,FIN SFAL 67S16G
33 1096 SWE7PLATCH DUWAST 710%
36 1016 88 X.625 PH.FL,SMS 7858
37 4126 SASHSIDERAIL 606.3-T5AL 64126
38 1683 WSTP.,250 X 270 BA FIN SEAL 61693G 2
39 7070 BULB WBATHFRSI RIP.187 X 275 67078( I .m
40 LIFT RAIL COVER CAP 74078'C°LORR (—
41 4139 LF.FRAME HEAD 6063-TEAL 64139
42 4140 L.F.FRAMESILL 6063-TEAL 64140 41 I.F.FRAME HEAD
43 4141 I.F.FRAMF.JAMB 6063-%AL 64141 04139'6083'TO
50 G7AZIN0 DOW 899 99S OR A1EDPf
51 1224 VOMCIAEMBEADBULB MUCK) 6TP7r47W
52 1293 VIIV&ULAZMBEADBULB 6Pp2A8K PROMMceern M
2784wtwmePwrma
53 4039 B CSAZD4('iB1AD-5/16° 6063-TS AL 640398
54 4044 B GIAZINGBFAD-5/16°W/GRILLKTf 6063-TEAL 6447x; �
55 4222 A GAZ USHAD-7/16° 6063-T5 AL 64222 8'152
56 985 C GLAZING BEAD-7116°W/CRILL Kl1' 6063-TS AL W .002 59 4067 (RAZMB BAD-13/16' 6063-TSAL 64067 1'M
60 GLASS 5116"LAMI 1/8-&aW MIX A 4H I.F.FRAME JAMB
61 ° 5116 LAMI U8'A 090 I/8"H5 04141.8003-78 �����r LYNN
62 S/16°IAMI US'HS .090 U8'us) .`�
63 7/16
LAMI 16 A .090
P 3116°A
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64 - 7116°LAMI 3116 A .090 PVK 3116°HS)
65 1 I.F.FRAME SILL
7/6 LAMI 3116°HS,.090 3116°HS 04140. a
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OFLANGE FRAME HEAD FLANGE SILL Q 7 FRAME SILL ADAPTER �-2*794 Ee RA TB
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OSASH 6063-T5 O HOR SROLLER e RACK 17 MEDING RAIL
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21 SASH TOP&BOTTOM RAIL SASH MTG.RAIL O SASH SIDE RAIL GLAZING 5116" exoDUCrrssviseU
#4133,8063-TB `:./ S40060.0003HS-TB 37 $4128,WWT5 53 ar40396.6063T6 �0�r'�•tl�uKPbridn
& _
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Q GLAZING BE .5116" r5 NGLAZING BEAD 7116° r� GLAZING BEAD 7116" 59 GLAZING BEAD,13/16" ♦ ♦,.ro��•
#40448,006345 O 6069-75
+. O BBC,6063-T5 54087 ,1
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(ICED Wl 09iILL KIT) (t18ED WI BRILL KIT)
*' Na 58705 .
AA UMYIf AtD TIS88tlEET ��`
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J/¢ WWI D NDIYlAM0Eit069tY8.i N4KOI�.PL31276 ar i
low ALUM HOROOMAL ROLLER WINDOW f ACT '%rS/0WAL EC:`�♦
FX li69t7 C NOI:IiMIGiElF668i�T NOKCI R 4 o.rr i" �M
FA 408 T avow ar° a wl»u� Wm
dJ 3Q9DB
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ANCHOR QUANTITIES,XOX 1/442411)WINDOWS TABLE 4 NOTES:
GLASS TYPES A,B.C.G,Hd GLASS TYPES D E,FAK.L
ANCHOR TYPE 2.3.WOOD $COHO 1.CON( 2.3.WOOD 2.ODt4C 1.( 1. ANCHOR TYPES:
8 Sl88TRATE S 1-IW ELCO TAPCONS 2-//4'ELCO SS4 CRETE-FLD( 3-02 STEEL SCREWS(G5)
? mms 20HES
WINDOW 2.GLASS TYPES:
SIZF HEAD b SILL HEAD 8 SILL Q HEAP 8 SIL HEAD 8 SILL HEAD&SILL HEAD&SILL I A5MVLAMI-(lAM. ArA)/8' 'l8 FOR INSTALLATION IN THE HVHZABOVE 30
v < B.5118'LAMI-(tW A A80.1f8'HS) FT.CLASS TYPES G-L SHALL HAVE A
53.18 x 38.376 1+CZ+'NC2+1 2 1+0+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2►1+C2+1 2 1+0+1+M1 2 C'SMIr LAMI-(Iff HS"00•1AF Hs) T LG.GLASS CAP.BOTH THE op AND
48AIm I+C2+1+C2►1 31+C2+1+C2+1 31+C2+1+C2+1 3I+C2+1+C2+1 31+2+1+C2+1 31+C2+1a(2+1 3 E.7118'LAN-(3118'A.�D.3M6'A) ANC RQUANTRYRE6WNIM(2W4GED.
(3118'A..090,3118'HS)
50.826 i+C2+1+C2+.1 3 1+C Z+I+C2+1 3 1+C2+1+C2+1 3 /+C2+1+C2+I 311+C2+1* 1 3 1+(2+1+C2+1 3 F 7118'LAN-(Mir Hg,.=Q 3118'HS)G-l3tle'61.000 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2r1
3 1+C2+1+(2+1 3 1+C2`1+C2+1 3 1+C2+1+CZ+1 3 H.13MB'LAN IG-1 OR 3118`A(MKL W1S"OR aW SP�,aMe-LAW-(UrA"�'VrA)
(AISN).5118'Ott 3G'SPACE,6+18'LA1B•('118'A.MW.V8'FM)
50.000 1+I2+1+C2+1 3 1+CZ+1+C2+1 3 1+(2+1+(2+1 3 1+62+1+(2+1 s 1+62+1+62+1 3 1+C2+1+C2+1 3 L 13118"LAN ICI-1B'OR 3118'A(MKS BM8•OR 3B'SPACE,SW LAM;-(1ff HS, K1/8'FNS)
63.000 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+(2+1 3 1+C3►1+C3+i 3 K.13H8°LANAI ICI.1W R 3/1g A(K),�fr OR�Sp�7H8'LAMl-(3M8°A,ONO,3/18'A)
amow x 38.3/8 1+C2+1+C2+1 2 t+C2+1+C1+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 L 1 6'�IG-'�OR 3f18'A OM1 3f18'OR 114'SPAF 71� -( �A 080,3118'FNS)
ACE,7116°1AA11-(SH8'HS,.OSO,3118°HSj
48.0OD 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+62+1+C2+1 3 1+C2+1+C2+1 3 1+(2+2,CM 3 3 WgCM ANoiOR OI/ANf1TLES ARE PER ADJACENT TABLE AND R SED ON THE FOLLOWING
50.825 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+12+1+C2+1 3 1+{2+1+C2+1 3 1+C2+I+C2+1 3 1+t2+2+C2+1 3 DIMENSIONS• FOR WINDOW GRES NOT SHOWN.GO TO NEXT LARGER WIDOW IN TAKE.
64.000 1+C2+1+02+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2,+2+f2+1 3 HEAD&SILL:10*r MAX.ON EACH SIDE OF MEETING RAIL CENTERLJW,
80.000 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 t+C3+2+C3+1 3 283W MAX FROM CORNERS.
83.00D 1+(2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 S 1+C2+1+C2+1 3 1+(2+1+C2+t 3 1+C3►2+C3+1 3 JAMBS: VMAX FROM AND 22 Vr MA CLQ
74.00Dx 35.376 1+C2+2+C2+1 2 1+C2+1+CZ+1 2 1+C2►2+C2+1 2 1+(2+2+(2+1 2 1+C2+2+CT+1 2 1+C+2+(+1 TAE KEY.
2 Q X
48.000 1+(2+2+(2+1 3 1+(2+1+C2+1 3 1+C2+2+C2H 3 1+C2+2+C2+1 3 1+2+2H2+1 3 1+C2+2+C2+1 3 +C3+4+C3+1 3 CHOR QUANTITY PER JAMB
50.626 1+(2+2+(2+1 3 /+C2+1+(2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+2+1 3 HEAD AND SILL ANCHOR QUANTITY.
54.000 1+C2+2+C2+1 3 1+C2►1+(2+1 3 1+C2+2+C2+1 3 1+C2+2+(2+1 3 1+C2+2+L2+1 3 1+C3+2HS+1 3 A CLUSTER OF(3)ANCHOIIB CENTERED
WAM I+C2+2+C2+1 3 1+(2+1+C2+1 3 1+(2+2+2+1 3 1+(2+2+02+1 3 1+(2+2+C2+1 3 1+C3+2+C3+1 3 AT EACH MEETING RAIL FIB(1)
ANCHOR EACH OPERABLE VENT
83.000 1+C2+2+C2+1 3 I+2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+9 3 1+C2+2+(2+1 3 1+(3+2+(3+1 3 Ap AT FIXED SECTKK
84.000x38.376 1+C2+2+C2+1 21K2+2+(2+1 2 1+C2+2+(2+1 2 1+(2+2+C2+1 21+CZ+2+C2+1 21+C2+3+C2+1 2 (12)A TOTAL ATHEADAHDSILL
48.000 1+(2+2+C2+1 3 1+C2+2+C2+1 3 I+C2+2+2+1 9 1+C2+2+C2+1 S 1+(2+2+C2+1 3 1+C3+3+C3+1 3 (3'MIN.O.C.ANCHOR SPACING)
60.88 1+C2+2+2+1 S 1 1+C2+2+C2+1 3 1+(2+2+C2+1 31 1+C2+2+C2+1 3 /+C2+2+C2+1 3 1+C3+3H2+1 3
54.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+2+2+(2+1 3 1+C2+2+(2+1 3 1 1+C4+3+C4+1 3 2539`
50.D00 1+CL+2+(2+1 8 I+(2+2+(2+1 3 1+C3+2H2+1 3 /+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+Ct+1 3 ��r�
S&WO 1+C2+2+C2+1 31+C2+2+C2+1 31+C3+2+C3+1 31+C3+2+:3+1 31+C2+2+C2+1 311+(113+04+1 3 9'� X 4
08.375x38.37b 1+C.2+2+C2+1 2 I+CZ+2+(2+1 2 1+C2+3+C2+1 2 /+C2+3+62+1 2 1+C2+3+02+1 2 1+t24;E2+1 2
0&000 1+(2+3+(2+1 9 1+62+2+62+1 9 1+63+3+63+1 S 1+C3+3K2+1—3,-1 3 1+C3+4+C3+1 S MTG.RAIL TIP, es _ 0eow1� Flwlde
60.625 1+C2+3+C2+1 3 1+C2+2+CZ+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+p+1 3 EXAMPLE CLUSTER W/QTY OF(3)ANCHORS N
-wt 5CW0 1+C3+3H)3+1 3 t+C2+2+C2+1 3 1+C3+3+2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+04+4+04+1 3 (SHOWN IN TABLE KEY ABOVE)
euODD 1+03+3+(3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+04+3+64+1 4 I+C3+3+C3+1 3 1+Gk4+C4+1 s
Mfie Bede WY
89 00D I+CS+3+C3+9 3 1+62+2+62+1 3 1+(113+(4+9 3 1+G/+S+CA+1 4 1+CA+3+(111 s 1+C6+4+C6N 3 26 31C MAX.
I1.000x 38.346 1 AE 2 1+C2+2+C2+1 2 1+(?►3+(2+1 2 1+C2+3+(2+1 3 1+CZ+3H2+1 2 1+x+4+(2+1 21
48.000 1 3 1+(2+2+2+1 3 1+C3+3+C3+1 3 1+03+3+2+1 3 1+C2+3+C2+1 3 1+C8►4K 3+1 3 ``�� �N�(LYAW
BR828 1 9 1+(2+2+62+1 9 1+Ci+3+C3+1 9 1+C3+3+C+1 3 1+C3+3+C3+1 3 I+C3+4+C3+1 3 ��� X O X �� `�' �
` '' sF' . q
64.000 1 3 1+C2+2+(?+1 3 1+(3+3+(3+1 3 1+C3+3+C3+1 3 1+C3+3H2+1 3 1+C4+4+C4+1 3 * No m
000 1 8 1+C2*2+62+9 3 1+GN3+Ct+1 3 1+G(+3+C4+1 4 1+C3+3+C3+1 3 1+64+4+C4+1 3 MTG.RAIL.,TYP.
83060 1 3 1*(2+2+(2+1 3 1+CAa3+CM1 3 1+(4+5+04+1 4 1+C4+3+C4+1 3 i+C6+4+08+1 4 EXAMPLE CLUSTER W/QTY,OF(4)ANCHORS =-o OL 3
am u 10/17{11 NAK[CET10-SM EEr aroiea ��0: 1^
NNW
+mo IECHN13 r oavE ANCHORAQE SPAC/NG XOX 114-W--1/4 "��FS•;!�amp,,:G��:
ut cami O /OCwP708F7 +SOFlAt011B Nmwrs.Ra+96 ar : t `
=Jr enscr c (9a4�rAILe4sel�crval�enLit7oa�arrcwcAPnau + ' . D�Z� J� HORIZONTALROLLERYVIAfDOW.161f+AGT ''�:,fit ,(ALIS
F1L 2GS106 J,! S2?IOS A1+7Y0 NTS 8 •+ttIt2bf0 E A. um PB.
ANCHOR QUANTITIES XOX 1&i-113-ji3 WINDOWS TABLE 6 NOTES:
GLASS TYPES AB.G.H GLASS TYPES C.D.E.F W K L
ANCHOR TYPE 2.3.WOOD 2.CONC 1,CGNC $3.WOOD 2.COIC 1.COIL 1.ANCHOR TYPES:
8 ZONES ZONES ZONES ZONES ZONES ZONES 1-174'ELCO TAPCO14S 2-V4'ELCO SS4 CRETE+IM 3-012 STEEL SCREWS(G5)
WIDOW SIZE ItI AD S SLL HEAD 6 S4L HEAD 8 SLL HEAD&S01 iEAD&8LLL HEAD 6 SLL 2 GLASS TYPES6
L (lg-A,.=,V8'A) FOR INSTALLATION IN THE HVHZABOVE -
itl Y S.5M6'LAMB-(115'A,M),1B'HS) FT,GLASS TYPES G-L SHALL HAVE A
41LOWx 38.37E /+C2+1+C2+1 2 1+0+11*0+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+14C2+1 2 1+(2+1+C2 1 2 C.6M(r LAN-('NS'HSAM 118'HS) TEMPERED LG•GLASS CAP.BOTH THE DP AND UNCHANGE
45.000 1+C2+1+C2*1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+C.v2+1 3 1+Cbl+C2+1 3 1+C.1+1+CZ+1 3 D.7118'LANK-(3H8'A.080 3MS'A) QUANTITY MUM
5
D.
0.626 1+C2+1+C2*1 3 1+C2*1+C2+1 31 3 1+02+1+( +1 3 1+C2+1+C2M 8 t+C2+1+02+1 8 E'7nlr�I-MW A"='3Mlr HS)
F.7116'LAYS-RM8'1S, M.3M8'HS)
54800 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CL+1+C2+1 3 1+C2+1+i2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 G•13/16'LANAI IG-118'OR MW A(MIN.),6(16'OR 3W SPACE,6M6'LAMi-('18<'A,=,IN A)
80.000 1+CZ41+C2+1 3 1+02+t+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 K 13M(r LAVA IG-175'OR 3M6'A(MLN.b B16'OR 3J5'SPACE,5M6'LAL -(V6'A,�.iff HS)
53.000 1+C241+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 t+C2+1+C2+1 3 1+p+1+C3+t 3 1' 1�fr�I 10-Iff OR 311V A(MIN•),SMir OR 3V FACE.fiMir LAN-('If`N{$rpM lff HS)
53.125x 35.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 J-19M8'LANG IG-U8"OR 3M8`A(MIAL�3118'OR 114'SPACE,711('IAN-(3118'A M afit'A)
K 13118"LAVA IG-118'O2 3M8'A(MIN.),Mr OR I SPACE,7M5'LAYO-(3MS'A,.OSD.3M6`M6j
45000 1+C2+1+02+1 3 1+0241+12+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 1+12+1+C2+1 3 1+C2+14C2+1 3 L 13M5'LAN IG-US'OR 3M5'A(YAN.),Mir OR y4'SPACE,7M6'LAMB-(3M6•HS,090,3M&-HS)
50.825 1+C2+1+C2*1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+i 3 1+C2+1+(2+1 3 1+(2+1+C2+1 3
54.OM 14C2*1+C2+1 3 1+02+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C,L+7 3 1402+1+02+1 3 3 WINS QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
50.000 1+C241+C2+1 3 1+C2+1+CZ+1 3 1+C2+1+C2+1 3 1+02+1+(2+1 3 iHD+t+C2+1 3 1+C3+1+C3+1 9 D � �T S#i0 1,SO TO NEXT LARGBt VMINDOYV INTAKE
53.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+L2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+12+1 3 1+CS+I+C3+1 3 HEAD&SILL* 10 Ve MAX.ON EACH SIDE OF MEETING RAIL CENRERLM
SD.00Dx 35.375 i+C2+1+C2*1 2 1+L2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 14C2+1+C2+1 2 1+CZ+1+C2+1 2 25 SW MAX FROM COMM
45.000 /+C2+1+C2+1 3 1+C241+C2+1 3 14C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 JAMBS: 1T MAX.FROM CORNERS AND 22 Iff MA O.C.
50.525 t+C2*i+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 TAE KEY. O X
54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 9 1 1+C2+1+C2+1 31 1+C2+1+C2+1 3 14C2+1+C2+1 8 t+C3+1+C3+1 3 h+C3+1+C3+11 3 ANCHOR QUANTITY PER JAMAB
50.000 1+C2+1+C2+1 3 I+2+i+C2*1 3 1+C2+1+C2+1 9 1+C2+1+C2+1 3 1+C2+1+02+1 S 1+C3+1+C3+1 3
83800 1+02+1+�t2+1 3 1+C2+1+C2+1 3 1+C2+t+C2+1 3 /+C3+1+CS+1 3 1+C2+1+C2+1 3 1+C3+t+Mi 9 HEADANDOMLAN"CHORQUANTITIES
88.000 x 35.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2 1+12+1+C2+1 2 14C2M+L2+1 21 A CLUSTER OF(3)ANCHOR$(gyp
4&000 t+C2+1+C2+1 S 1+C2*1+C2+1 S 1+C2+1+CZ+1 3 1+C2+1*C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ON EACH M ETIM RAIL,PL11S(1)
ANA AT EACH OPERABLE VENT
50.526 1+C2+1+C2+1 3 1+C2*1+C2*1 9 1 1+C2+1+C2+1 3 1+C2+1+t2+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 PLUS(1)ANCHORS AT FIXED SECTION.
54.000 1+C2*1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+CZ+1+(N+1 3 1+C3+1+C3*1 3 (S)AWLS TOTAL AT HEAD AND SILL
50800 1424142+12 1+C2+1+C2+1 3 1+C2+1+C2+t 3 1+03+1+03+1 9 1 1+(2+i+C.2+1 S 1+p+1+CS*i 3 (3,MU1O.0 ANCHOR SPA(2piO)
53.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+c2+1 3 1+C3+1+CS+1 3
74.000x35.375 1+C241+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 2 14C2+1+C2+1 2 1+C2►1+C2+1 2 1+CZ+/+C2+1 2 25 314-MAX
48800 1*C2+1+C2+1 3 1+C2+1+C2+1 8 i+C2+i+CZ+1 3 1+C2+1+C2+1 3 1+C2*1+C2+t S /+C3+14C3+1 3
50.826 1+C2+1+C2*1 3 14(2+1+C2*1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+14C2+1 3 /+03+1+CS+I 3
S4.00D 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+/ 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C3+i+C2+1:31 Ir REF. X O X
80.000 1+12+1+C2+1 3 1+42+1+C2+1 3 1+C3+1+C3+1 31+C3+1+C3*1 31*C2+1+02+1 91+CS+1*Ci+1 3 !1
6:1.000 1+C2+1+C2+1 31+C2+1+C2+1 91+C8+1+C3+1 31+C3+1+C3*1 3 1+C2+t+1241 3 1+C3*1+CS+1 3 ® '
44.OWx 3&875 1+C2+1+C2+1 2 1*C2+1+C2*1 2 1+C2+1+C2+1 2 1402+1+0241 3 1+C2+t+C2+1 2 1+C2+14C2+i 2 G'�L ' bawman
4&000 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+C2*1 S 1+(2+1+i2+1 3 1+C2+1+C2+1 3 1+C8+1+C*1 S EXAMPLE CLUSTER W/O1Y.OF(3)ANCHORS - �I r.
60.525 1*CL+1+02+1 3 1+C2+1+C1+1 3 1+C2*1+C2+1 3 i+CT+1+C2*1 8 1+C2+1+C2+1 8 1+C8+1+C8+1 3 (SHOWN IN TABLE KEY ABOVE)
81000 1+12+1+02+1 9 1+(241+02+1 8 1+C3+1*03+1 3 1403+1+C3►1 3 1+C2+1+I2+1 9 1+03+1+133+1 3
6000D 1+02+1+02+1 3 t+C2+7402+1 3 1+C3+i+CSa1 3 1+03+1+03+1 4 1+03+1+03+1 3 1+p+14CS*1 3 004°x•
MWO 1+C3+1+C3+1 3 1+C2+t+C2+1 3 1+C3+1+03+1 3 1+C3+1+C3+1 4 1+0341+t2*1 3 1+CA+1+CA+1 4 Ur TYP-
00.437 x 311376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+(2►1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2*1 2 1+C2+14C2+1 2 �r t I I 111 j
��pNY LYNN
4&000 1+CZ+1+C2+1 3 1412+1+02+1 S t+t2►1+C2+1 3 1+C2*1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3►1 8 91 REF. O X
•
��� r 1JCFIISF .• ��i
50.82b 9*C2+1+02+1 3 1+02+1+42+1 3 1+02+1+0241 31+C2►1+t2+1 31+C2+14C2+1 3I+C8+1+C3+1 3
64.000 1+C2+1+02+1 3 9+02+1+0241 S 1*C3+7+03+1 3 1+CS►1+C3+1 3 1+C2+1+(2+1 3 1+pa1+C3+1 3 z *: Na 58705 *'.
MOOD 1+02+1402+1 3 1K2+1+02+1 3 1403+1+03+1 S 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+04+1+04+1 4 MTG.RAII+tYP• _
BS 000 1+03+1+03+1 3 1+42+1+C2+1 3 1+C3+1+C5+1 3 1+C3+1+C3+1 4 1+03+1+C3+1 8 1 I+C4+1141 EXAMPLE CLUSTER W/ OTY.OF(4)ANCHORS
.41 16H7p1 E NOpWMftr7:liASSI�T �°1OS %pQ�'., •`��
tW47Ed6+OlG6Y OR6B ANCHORAGE SPAMa XQX 1/3-V3-7<3 i '•.F40g0A.•' \_�
JR 8�8'OW1 D A3 CAP 708ETiOBF?M #JWTX9M s �J('J
FX 41607 C LPDAfETABLE srcTVnLUb<sNDAMbriaRGAPA41 476TAlROLLERYV/NDOWIMPACT ��SONALt;;����
FA, 242= Ju 903416 .w sar4 1+�8euer 161700 KB 8 +11 41227.10 E A lreeu pa
Y
ANCHOR QUANTITIES,
XO
&OX
WINDOWS
TABLES
NOTES:
1 ANCHOR TYPES.
1-v4'ELCO TAPCONS 2-1/4°ELCO SS4 CRETE-FLFX 3-#12 STEEL SCREWS(G5)
2.GLASS TYPES
A.6MV LAM-(UW A,.o80.lAr A) `_' Fit TALLATKXN tltl THE H4HZ ABOVE 30
C.One"LAW-(1/8'H&,080,1ff F 8) TEMPERED LQ GLASS CAP.�THE DP AND
D.7/18"LAMI-(3/18•k09%3H(•A) ANCHOR QUANTITY REMAIN UNCHANGED.
F.7M6'LAN-(3/18'HS.4,�� )
(3M8'FRR,.080,3M8'HS)
G•13HW LAN IG-IW OR MS A(MIN.),5xlfr OR W SPACE,One-LAM-(t/'A,o90 IW A)
H.13/18'LAMI IG-1/8'OR 3N8'A WK8f18'OR 318'SPAS 6H8'LAMI-(118'A,.O80,HAT'HS)
1. 13M8°LAMI IG-1/r OR 3M8'A(MU 6M8'OR 3W SPACF,8M8°LALO-('08°HS,.(M1/8 HS)
J.13/18•IAN IG-1B'OR 3M8'A(MMLN 3M8'OR 114°S PACE,7118'LAW-(3M8'A MD,3M8°A)
K.13M8'LALil IG-1/8'OR 3M8'A(MIN.N 3M8'OR t/4"SPACE,7M8°LA1&-(3118°A.JW,3M8'HS)
L. 13 MIr LARD IG-1W Ot 3M8'A(MK13Mfr OR lW SP/*,7M8°LPM-(3M W HS,M,3MW FRS)
3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
Dom,FOR VANDOW SAS NOT SHOWN,GO TO NEXT LARM WINDOW IN TABLE,
6 18 3W MAX'ON EACH RN E S.MEET�G pA0 Cf�ERUNE
18 3J4°MAX.FROM CORNERS.
rte: W MAX FROM CORNERS AND 22112°MAX aQ
TABLE KEY. O x
2+03+2 3 ANCHOR QUANTITY PER JAMB
HEAD AND SILL ANCHOR QUANTITIES
A CL ER (S)
CENTERED ON THE MEETING RAIL
PLUS(2)ANKH AT OPERABLE
VENT AND FIXED (7)
ANCHORS TOTAL AT HEAD AND SILL
(3'MIDI.O.C.ANCHOR SPACING)
314°MAX
�-r MIX
i-
91 REF. Q
T
RAIL as t6c
EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS b
(SHOWN W TABLE KEY ABOVE)
83WMAX
ur�'
F••-3'LON. 1 r i r r
e, `�����,(LYNN
x �` �� .........
•. '
N0.58705
EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS -•per�
`r10'� :�Q�•. ,SU4IEOF� tlj�
AANCHORAGES NG OXANDXOW�W3 0n
AlIM AHORIZONTAL ROLLER WINDOWlA+1PACT ,�oNAL�1�;:``�
litam NTS 10 It cd.ar 4127`10 E x.1� Ps
ANCHOR TYPE
8 SUBSTRATE
GLASS
TYPES
A
B,G,H
GLASS
TYPES C,O,E,F,(,J,K,
L
2.3.WOOD
2,CONC
1 1,CONC
2,3,WOOD
2,CONC
1,CONC
ZONES
ZONES
I ZONES
ZONES
ZONES
ZONES
WINDOW BIZE
W► Y
Its
'
A
�
m
to
m
Q
rh
'm
:1
37.000 x 38.376
48.000
60.825
SCOW
60.000
63.000
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1*C2+1
3
1+02+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1 1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1 1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
48.000 x 38.375
48.000
50.625
54.000
60.000
63.000
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+C2+1
3
1+(2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C3+t
3
1+C2+1
3
1+C3+1
3
1+C3+1
3
t+C2+1
3
1+C3+1
3
1+03+1
3
t+C2+1
3
1+C3+1
3
1+C3+1
3
1+02+1
3
1+C3+1
3
63.125 x 38.376
48.000
60.626
64.000
80.000
83:000
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1+C2+1
2
1•+(2+1
2
1+C2+1
3
1+(2+1
3
1 1+C3+1
3
1+C2+1
3
1+C2+1
3
1+C3+1
3
1+C2+1
3
1+C2+1
3
1 1+C3+1
3
1+C2+1
3
1+C2+4
3
t+C3+1
3
1+C3+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
3
1+C2+1
3
1+C3+1
3
1+C3+1
4
1+C2+1
3
1 1+C3+1
3
1+C3+1
4
1+C2+1
3
1+C3+1
3
1+C3+1
4
1+C3+1
3 1
1+C4+1
3
1+C3+1
4
t+C3+1
3
1+C4+1
3
00.000x38.376
48.000
60.826
54.000
60.000
63.000
1+02+1
3
1+02+1
2
2+02+2
2
t+02+1
3
1+C2+1
2
2+t2+2
2
1+C2+1
3
1+C2+1
3
2+C3+2
3
1+;2+1
3
1+C2+1
3
2+03+2
3
1+C3+1
3
1+CZ+•1
3
2+03+2
3
1+C3+1
3
1+C2+1
3
2+03+2
3
1+03+1
4
1+C2+1
3
2+03+2
3
1+C3+1
4
1+C2+1
3
2+03+2
3
1+03+1
4
1+C3+1
3
2+C4+2
4
1+C3+1
4
1+C3+1
3
2+C4+2
4
1+C3+1
4
1+C3+1
3
2+C4+2
4
1+C3•+1
4
1+C3+1
3
2+C4+2
4
66.000 x 38.375
48.000
50.625
64.000
60.000
63.000
2+C2+2
3
1+C2+1
2
2+C2+2
3
2+0.1+2
3
1+C2+1
2
2+C2+2
3
2+02+2
4
1+02+1
3
2+03+2
3
2+02+2
4
1+0.1+1
3
2+03+2
3 '
2+03+2
4
1+C2+1
3
2+C3+2
3
2+C3+2
4
1+C2+1
3
2+C3+2
3
2+C3+2
4
1+C2►1
3
2+C3+2
4
2+(3+2
4
I+C2+1
3
2+C3+2
4
2+C3+2
4
1+C3+1
3
2+C4+2
4
2+03+2
4
1+C3+1
3
2+C4+2
4 �
1+C3+1
4
1+C3+1
3
2+C4+2
4
2+C3+2
4
1+C3+1
3
2+04+2
4
74.000 x 38.375
48 000
50.625
54.000
60000
63.000
2+C2+2
3
2+C2+2
2
2+C2+2
3
2+C2+2
3
2+C2+2
2
2+C2+2
3
2+03+2
4
2+G2+2
3
2+C3+2
4
2+C3+2
4
2+C2+2
3
2+C3+2
4
2+C3+2
4
2+4:2+2
3
2+C3+2
4
2+03+2
4
2+C2+2
3
2+;3+2
4
2+03+2
4
2+C3+2
3
2+C4+2
4
2+03+2
4
2+03+•2
3
2+C4+2
4
2+03+2
4
1+03+1
3
2+04+2
4
2+C3+2
6
2+C3+2
3
2+C4+2
4G
2+C3+2
4
1•+C3+1
3
2+04+2
4
2+C4+2
6
2+03+2
4
2+002
71
JA
1WM1
E
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Er
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P.aeq�clw
i�arus
wsM
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*aMKE
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TL
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.s�r+rara
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1Rd4yBruar
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L
13/4"MIN.E.D.TYP. NOTES:
MIN.3.4 KSI �r 2x A TE 1.FOR CONCRETE APPLICATIONS IN MIAMI-OADE COUNTY.USE ONLY MIAMI.OADE COUNTY APPROVED 1'EICO
CONCRETE . ' 3 1 3/6" TAPCONS pMurEn 13/8"MIN.OR 19"SS4 CRETE+IE(EMSEDED 1310 MIN.. MINIMUM DISTANCE FROM
:. MM ANCHOR TO CONCRETE EDGE IS 13W. FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD•
�,�::• :: NOTE 1
1x WAD 2.FOR WOW APPLICATIONS IN MIAMI-�COLNM.USE#12 STEEL SCREWS(GS)OR IW SS4(�TE•FLEX WITH
�'
NOTE 3 1'#12 TFUff HEAD.
3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAIGE AS 1x ARE BUCKS WHOSE TOTAL THICKNEW IS LESS
1W' 1 THAN 1 V2°. 1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.
EIdAX- MAX. WOOD SUCKS DEPICTED AS 2x ARE 1 Ur THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD
CONCRETE
SHIM yyppp SHIM BUCKS TO BE 9NI;IEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURMD=M
A ANCHOR 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6084-TS AND A MINIMUM
NOTE 1 DETAIL A NOTE 2 DETAIL B OF V8'THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A 812E TO PROVIDE FULL SUPPORT TO THE
WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 29 WOOD BLOCS.THE ANCHOR SHALL BE A
TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FILL ENGAGEMENT KM THE ALUMMIIL IF THESE CRITERIA ARE MET,THE
RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED.
1w
MAX 1 &MATERIALS.I CWDING BUT PITT LIMITED TO STEEL.SCREWS,THAT COME INTO CONTACT WITH OTHER
SH M 1MIN. 1W MAX.SHIM��+ 1 1W'MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE.
I (1.6 KSI CMU)
�. OR
'~ PER NOTE 1
'
(3.4 KSI CONCRETE)
WOOD CONCRETE
ANCHIOR, ANCHOR,
NOTE 2 NOTE 1 13W RIOR INTERIOR
A MIL E.D (HEAb&SILL DETAILS A.B.C.D, s H)
TYP.
2x WOOD BUCK NOTE 3 1x WOOD BUCK.NOTE 3 SEE NARUMG
DETAIL E DETAIL F !rte
{. IB DETAILS E.F&Ij
TYPICAL FLANGE FRAME JAMB SECTIONS EXTERM
CONCRETE or
ANCHOR. DETAIL H (HEAD)
NOTE 1 NOTE 2
NAILING
131 DA.MIN.x 2 V2'NAIL p
AT CORNERS AND IP O.C. nsylx8aithmeE9uat�
1/4' U4• TYPICAL DETAILS G,H NL 1. A> �•
MAX. MAX b0
SHIM SHIM
SEE
• ' `; . NOTE 1 3ta' NAILING
hm
' gIawMIN. ►unit�
MI.34K81_ E-D.TYP. �'.' . S�NALLIK(i ����.TO�Y•L••••••
CONCRETE 2x WOOD • -.3
DETAIL C BUCK,
i
DETAIL o
*: :*-
NOTE
3 DETAIL G(SILL) DETAIL I(JAMB) = No.58705 -
TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FUN FRAME SECTIONS " ?rr�
w..v _
a C 1�
urx 1mr�nr N r nasaHrEr ANCHORi4QEDEWLS .p0 ' vw,
meant Ni N�oCHAAWTr &yw noxotxm.Rt3ta� s. •�ccS,• .... 'C�.
I*x 4/1IID7 c t ALIM HORIZONTAL ROLLER WINDOW IASPACT �,��NAL1 .�`•
O.w FJL 2lldl�@ .RJ S?8A08 > 1lesar /ice 0 /� 'a �1! n•+•Ir4f�1G airy PAL
E P
M® MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 1 1803 SW 26 Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) irmy miamidede aav/aera!
PGT Industries —_
1070 Technology Drive,
North Venice,Fb 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dada County Product Control
Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the-expense of such testing and the AHJ may
immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion-L.M.I.
APPROVAL DOCUMENT:Drawing No.6300JR,titled"Impact-Resistant Aluminum Tube Mullions",
sheets 1 through 22 of 22,prepared by manufacturer,dated 08/29/11,signed and sealed by Anthony Lynn
Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance
number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: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 for inspection at the job site at the request of the Building Official.
This NOA revises NOA#10-0819.05 and consists of this page l and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.11-0922.01
. o, ,, Expiration Date: May 26,2016
Approval Date: December 08,2011
Page 1
• POT Industries
-NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
A. DRAWINGS
I. Manufacturer's die drawings and sections.
2. Drawing No. 6300JR,titled"Impact-Resistant Aluminum Tube Mullions",sheets 1
through 22 of 22,prepared by manufacturer,dated 08/20/11, signed and sealed by
Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of clipped aluminum
mullions,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 6443
(samples A-1 thru E-1),dated 02/28-11,and addendum letter dated 05105111,all
signed and sealed by Marlin D. Brinson,P. E.
(Submitted under previous NOA #10.0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-2007
and FBC-2010,prepared by manufacturer,dated 09/20/11, signed and sealed by
Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance with the FBC-2007 and FBC-2010, and no financial
interest,dated June 06,2011, signed and sealed by Anthony Lynn Miller,P.E.
2. Proposal# 10-1070-R issued by BNC to POT Industries, dated 01/07/11, signed by
Ishaq I. Chanda,Product Control Examiner.
G. OTHER
1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries,for their PGT Series
Aluminum Clipped Mullion—L.M.I.,approved on 05/26/11 and ' ' g on 05/26/16.
4
Niefib—of Perez,P.R.
Product%.t*Examiner
NOA No.11-0922.01
Expiration Date: May 26,2016
Approval Date: December 08,2011
E- 1
SUITABLE FOR ALL LOCATIONS REQUIRING
NON-RAPACT OR LARGE AND SMALL
MISSILE IMPACT-RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE
MULLIONS
F-
-\T IW
--'N /
A THAUI G;
SWEETS 23
VE t.
u°,
Lo 3TH
/ III
III
/// iii ///
/SM MALS
HORQONTAL A4).GA
MULL $MEETS 23
UMM j:MQR=RAL
MULL —
LtiHGTN
ADWTIONAL EXAMPLES OF MULL CONFlGL�ATIONS;
TTIUIH
� �. I+—OPENONO ---I
� r � I
tEMG1N r r
Hlii>llff r
SINGLE MULLION smog MULLION
SEE cm%c- PQNDGdG DERAMS
FRW FIGURE 1 ASWE.
GENERAL NOTES;
1)DETAILS SHOWN ARE FOR THE MILLION ONLY ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REOUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UIIOU E AND SHOULD ATE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED.
ARCHES TO BE SST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
f
1 SEE DET
ATIBBIa
/ BI=.;
OPENING
HIERM
FOR
NQUZONTAL
SEE DETAIL E.
SHEETS
FENESTRATON
PRODUM MAY
-BBCFAWTWE
MUST BE
MANUPACTINND
SYPGT.
J--HORIZ LULL LENGTR--1
2)THE TYPE AND NMMBER OF ANCHORS IS CRITr-4L TO THE STR UCTU)RAL PERFORMANCE OF THE NULLED AMTS.MMUONS
HAVE SEEN TESTED AS'FREE+U)AT0W AND OD NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUM BUT OVAL
NOT HAVE A OAP OF MORE THAN VC FROM THE CLIP.
3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WOOLOADB CMVWSPMM40 To THE REQUIRED
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN UM THE 1A STRESS INS WAS NOT LOW
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD Ste.
41 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
SdSTRUC7K)NS.
I)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DEMU0 E PRESSURES AND
ANCHORAGE FOR THE COMMON MULL ONE,SEE EXAMPLES ON THIS SHEET AND BMW 21.FOR MULTIPLE UNITS.CONSIDER
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ADAGE TABLES.THE LOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
6)WHEN F==YOUR SIZE IN THE MU.LONI TABLES,ALWAYS ROUND UP TO THE NIM SIZE SOWN ON THE TAILE48j
7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STU(CO.WOOD SUCKS BY OTHERS,MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTULRE.ANCHORS SHALL BE(DATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REGIURED TO PREVENT
REACTIONS.
8)REFERENCE:TEST REPORTS:F L-8443;ELCO ULTRAOWAGGRE.GATOR NONS;AIWAFBPANOS FOR WOW tON$TRLICTON;
ADMALUMINUM
DESIGN MANXIAL
0)MULLIONS AND CLIPS HAVE SEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
COOS-AND ARE APPROVED FOR IMPACT AND NON4MPACF APPLICANIONOIL N AL.IONS ARE ONLY TO BE USED WITH
PGT-APPROVED FENESTRATION PACTS HAVING CURRENT APPROVAL&
10)MULLIONS ARE IN COMPLIANCE FOR 114E IN THE HVHHZ.
-a wIQf1R
FORVERTICALM A
MULTIPLE MILLIONS
MILL
AISTRUGTION&
1)DETERMINE THE DESIGN PRESSURE REQUIREMENT aL FOR THE OPENING USING THE ASC&T STAB.
2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3)REFER TO SHEET 22 TO DETERMINE P THE WIND LOADING IS*RECTANGULAR'OR
GENERAL MOTES 1
0.EVA770NS.
MULL TO 2X V1000—2
HBLLTDIX€MASONRY,. _2
MffiTAI o"X,NOTES 2
MRLL.TOMASONRY
MULL TO STEEL 8TIO._�_3
MLLTT)MpL 3
AUMMSPECB-----=3
ALTERURTATE CLBIB-4
SAYMULL BLSTALL.ATHCIN-4
1X2X.12SUULL.SPECG ___8
1 x 2 x.378 MBL.L Imo....-...._8
1 X278X=MSLL.SPECS.�-..7
1 X278 X AS MULL —8
1 X3.125 X.W MULL RPEI'X;�._8
i X4X.12S MULL SPEGS._........18
iX4X.MMULLS•PECS 11
145 X3.185X20wBI SPECL-M
2X4X26Mu LSPaCs. ..._.13
2 x Sx.=MULL 8P8C8 14
1.28x211 x.118 MLLL SPECS.-18
WX316SAY MULL SIBS—U
4V X 325SAY MULL SPECS-17
MULLION&"01MOOgN8_1840
FXAMALO8460 21
LOADING EXAMPLE8.r.,_,_.,.,.22
4)FIND THE CHOSEN MULLION'S MILLION CAPACITY BL&SFM FROM TABLES 1A THROUGH 13A.ON SHEETS 6 THROUGH 17
RESPECTIVELY,USING THE MULLION TYPE.LENGTH AND OPENING WIDTH OR HEIHT IF THE MILLION IS SPANNING
VERTICALLY OR HORIZONTALLY}.THE CAPACTTY BL68JFT°1 OBTAINED$UAL MEET EXCEED THE
REOLHf;FHENT USIM FOR THE OPElG1G OUTABED W STEP 1).
8)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLLIMN�CAp����k THIS
VALUE REPRESENTS THE W94XOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL
MULLION CAPACITY.
0)FROM THE ANCHOR CAPACITY LBSI TABLE ON THE SAME SHEET AND USING VOW ACTUAL SUBSTRATE CONDITION(MULTIPLE
TEIANC OR-CLP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN MO VBi1FYTFWTT►E REQUIRED
ANCHOR CAPACITY IS MET.
gY
Y
& 1,YNN �!iii
�
SSTUU" `
..••fT...LQPGa(J`
FL P."
DETAIL A.
MULLION TO 2X WOOD SUCK
OR WOOD FRAMING
(OFFSET CUP SHOWN)
[OTHER THE
a
T t F
iTAFmARD
°
I
OiFSETMULL
CLIP MAY BE
IWALLFDBY
II
TNS METHOD
d
a
a
a
s
4
n
a
EXTERIOR
°4 4
0
age SHEET&
18-2D FOR HOW
LOCATIONS
EDGE o
_ DISTANCE m
cRfi 00
8CR88B
"IAMFOR
ALLpgR6JONE
4 °
o ,
e�
TYP.ANCHOR
TYP.ANCHOR SUBSTRATE.
T KES 0.1
SUBSTRATE, /// �TASLeB tBd�
SEE TASIF,S 16188 EDP
_ DiBTANIS
E BEETABUM
ATTACHMENT _AND
BY OTHERS.
MEET 1. .. ..
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES'
1)ANCHOR EMBEDMENT TO BABE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL RENRESENTATION
ONLY BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE/WCHOR TO AK2HoR DISTANCE.THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED.REFER TO THE TABLES ON THE
FOLLOWING SHEETS.FOR DETAILS"EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED
3)ANC*"I-IEAD TYPE MAY BE PAIHEAD,HE)01EAD OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.
5)FOR MASONRY APPLICATIONS IN MIA"X4DE COUNTY.USE ONLY MAMWMM COUNTY APPROVED
ELCO ULTRACON OR ELOO 1W S.B.AGGREGATOR MASONRY ANC HM.
DETAIL B:
MULLION ATTACHED TO 1X
WOOD B=AND MASONRY
(STANDARD CUP SHOWN)
1
o 1 1
4 i 1
0
4-4
a 1 1
4:
4' o
�l 4 e V
EXTERIOR
o
ANrB
°4 0
4MaOHWY ''o�.
TYPANCHOR
SEETA81=
summor
E ATTACOMM
�--� �� •.y. aAA:NQIE t•
• f -
SHEET 1.
M012.7KSIOMCRETEORCM
FRONT VIEW
es
it11111I7-11
fill
\��• .(NI1+v �i
'���'l`r�vCEN3@• ���
i[• p4o.58705
i OF
,5IOwn�'A. ,.
A LYII�iI rmltr;P.E.
FL,P.0 58M
r
TYPANCHOR
SEETA81=
summor
E ATTACOMM
�--� �� •.y. aAA:NQIE t•
• f -
SHEET 1.
M012.7KSIOMCRETEORCM
FRONT VIEW
es
it11111I7-11
fill
\��• .(NI1+v �i
'���'l`r�vCEN3@• ���
i[• p4o.58705
i OF
,5IOwn�'A. ,.
A LYII�iI rmltr;P.E.
FL,P.0 58M
DETAIL E:
DETAIL C: MULLION TO MULLION
MULLION DIRECTLY ATTACHED TO INTERSECTION E
MASONRY STRUCTURE
(STANDARD CUP SHOWN) ( ) 1)MAY BE INSTALLED IN'TEE'OR 9CROSS• �
WTERSECTIONS.
FJflffR THE
t I TYP. � OR HORIZONTALLY
� ,.
STANDAND I FERSUBSTRATE,
3OFFSETMULL 1 I SEE TABLES 18dp8
adSTAUIED BY 1 I T�VIEW •�SEE U��LIN ORAWHNG$,SHEETS 18-21) 13
W /1 EDGE DISTANCE FOR CORRESPONDING M1RLXX .
I I I ' ° ANCHORS V
1 3
M7STtB38CREM44
c o BHF-UMLLM OR PREDRYL Q'
e/� a MULI MANDUSESMS
EXTERIOR
� q � .8 MULLION
EDGE MTANCE ^ _
FORMASONRY a' .4 `•
ANCHORS
o LDDIIt6EOT10M
TYP.ANCHOR 8 q • ! WSIP EXTERIOR �•-
/"-PER BU88TRI17E. q
/ am TABLES 18.1x8 .G
TYP.ANCHOR 8SB S78?i818-WFIII't
PER SUBSTRATE.
SEETAMMI&1IN FRONT VIEW lWie EoDE
Blron�RS. _ olerAl�E
SEETADIEB
SHEET 1
. �}. • 81@ . �:.+ � 18.108 d Z Q
BESTABtES SIB VFW
MOi 2.7IfBI CONCRETE T IAW MIN 2.7 NM CONCRETE CRCMU 1&108
FRONT VIEdV IDE VIEW DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CUP SHOWN)
kISTALLATION NOTES: /—STRICTURE
1)ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. rfP.AKVHM
R \ TABLED D18M•t0
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTCilAL REPRESENTATICd �
ONLY BECAUSE THE ANCHOR CAPACITY 6 BASED PARTLY ON THE ANCHOR TO ANCHOR D18TAMM THE .` ® H� �
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �
FOLLOWING SHEETS.FOR DETAILS A-0,EITHER THE STANDARD OR WTERIOR CUP MAY BE USED. �`�
3)ANCHOR HEAP TYPE MAY BE PANHEAD,HIDWAD OR FLATHEAD.
BY
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.
IITI11U//T/
5)FOR MASONRY APPLICATIONS IN MMM4DADE COUNTY,USE ONLY MIAM4DADE COUNTY APPROVED EDGE
ELOOULTRACONORELCO114'S8 AGGREMMIR MASONRYANCHORS. FoR81EEF gTUDSTH ERTIwN DISTANCE T ����t� GE1{SF'''• ��ii
FRONTVIEW 16GAAND COMPLIWAM THE FLOURS" Is-108 w ::•J •': i
6N6,A91N1TOO EAgNtAO/STUBE0.
ATTAf .�. * 58TBOB3iT8YOR8'3ia NOS
H
F UBBMOODANCHORSPECO
F9OL SIDE VIEW = ��
Lij=
1)FOR vc woaaeACaa:D STEEL sTlD3,WOOD �� '•
ANCHOR VALUES AY
.O
UE8 BE USED. i.t� •. Op'
i
i
2)SEE
ARLES, /// I 1111
SHEET8 b1T,FOR QUANTi1Y OF Sl7tEYY8. A.L u 1 P E
FLP.EA58M
DETAIL F: DETAIL G: DETAIL H: ~
FIELD-AAODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION oil
(F-CLIP) (ANGLE CLIP)
(ANGLE WP)
SEE MULE A-E.
SHEETS 2 AND 2 NSTAU ATM 30'OR 48• XY�
TOSPECF108UBSTRATS8. BAYMt81 fa'
MRiWN
O O � •
O O O O O O O O 0
E V TOP VIEW
SHOWN> a•x.12s t TOP VIEW I 1 i m y
MULLJON i
1 I t
EXTERIOR 1 1 i i i TYP.Add
Cb I ! i BEE TABtF8MORM
STAND4RDMULLQN CUP TYP.ANCH R I I a
OOPKVIOW\ TTT FFYSD j �TAWASZ-1 18 ® 1 E�RM (E-
I
1 S'
?XANd.ECLP,
i 1 ! 1 1 2PER LRSL1Gii �
j 1 1 1 S®TAUIF #W0EQFSAYM°i
I I 11 I m p
1 i Ij I I i t
1 I I 1 tm
ANGLE OLV�.
-2PERA
D,
M=0DWALL� z Q
— p
I � SlSm60FYlAl.
1
t
t
TYP.ANpgR Cb
PER UNSTRATE,
8E$TABl68 Ui9�
tNTOWOm.
NTOWOOD,STEET, STANDARDCLPTOBE
R4 EXTERIOR ORlNSOP/R'
ALt CMU OR MASONRY LSlDOZ NfIELD. ExutvR
EXTERIOR
I%- -Ea' `-� PRODUCfREWSED
(�
ALUKOMUORMASONRY O qme 1
EDGE
DISTANCE By.
PER >
ANCHORllllll/f
PER ANCHOR
O NOTES FOR INSTALLATION QpLION G&It `%%
NOTES FOR LYSTALLA7bN OPTIONS F• is 1)USE TANGLE 008 PER 18NJ.IOAI ENQ LY6+S ASJSf BERiED WSW OF AHN1WNi. �``��°.��e+`�se•••••, '
i�
1)DETAL tS NOT APPLICABLE FOR THE SAY OR 1.W X 2.11'X.128°MULLION.
2)DETAIL.G SEE TABLES 18118 FOR ANCHOR QUMITIi1E8 AND SHEETS 18�l�HOLE
LOCATIONS. _ ` ,.�-- a
TI SEE TABLES 18 1�FOR ANCHOR�1/WTITES AND SHEETS 18 FOR HOLE LOCATUM. 8) TAB N SEE TAKES 718 OR 188 FOR ANCHOR Ot1tNi11T�g/U�SHEETS 1&20 Fit �:K t( :2jU:
3)THE 1X8 CLIP NOT 8UITABLE FOR THIS APPLICATION HOLE LOCATIONS. 'p�. ��1 '•��,
A. P.E.
<Z P.E.$68706
TABLE 1A
MeW- Table
8WWn1(11or anftm)arOpm262SHolamOr as )
Pon eon loin eon eon mbn imin trbi loin
Ta+uw4 R rwprlosrg > ,wouss TwPlnsaw r imo�m. c.r T 'Sa'IVm ma Ram > � ty�
1 x 2 x.126 low p Ic+&Y y IaaX•q g LasArq laedr®pA L um"a too ft g $p$ Laabog 1e1a+$¢p6.�q tong p toaano p tamp a IaYne p pY a i
Akm-rwo ,
NIVAGn
.2n 11,8 40 ,2eb I 80.7 re t,as am me re wa s» 11311 ra m,.o sm az, .m ,21,.11 are w.a .x21 wo 319 ra 408 04.11 are aae r WO 21,11 5311 418 mao am °
lob ue 312 eae 258 au 2113 rae m7 we are GIA 7A6 re m aU ale 41A s,7 Gt.a 211 VA 2112 o!A au 512 312 o,A aN 208 ats at* 7114 m.4 2113 B7A 204
baSlan bae m/ me 234 621.2 m1 61.5 3m rG m1 6217 32, US m, GLI 272 %e 781 2131 7m 5421 �, wa 21B 288 m, ra 2121 7?8 7$f 493 ate a1A 3112 ra 2W �
a bi e,a u, a.s rA 2111 Ia a 2121 21A 74 o1A tae 92G 2V7 n.e t86 233 2Q sae
04 18.3 277 aae tea 21.0 W 3LI ,aa I" W Tat lea and as seu tea
eon x11 221 u2 1lo 3211 am 2134 ISO 21.4 2m 31.3 ma 21.8 20D 2" 1 2121 221 221 Ibe m3 200 tae ter mo m0 a1A wo
esn 2121, m1 2133 tee 21A mt aob 157 ear mt 31.11 148 .7 18, aab ,m 1311 181 Sze 1213 me 161 al.s ,m
Gobi m.0 T65 loo ,42 2to mb 2a1 1lo MA 156 731 IN 130 to 7fA to
72n 1213 71.3 173 tab ,811 1213 ,m 154 1911 17.0 1m 1 lW{/
76n m.1. 136 70.7 ma ,6.7 tm mA mr a
781,
ABLE 19
Anchw ANCHOR CAPACITY ADJUSTMENT'FORMULA.
atk calm am Can F9W CW P wmae (DR—)X`MUL1tWA CAP._—)aANCF1�CAP.,,
Andwr CIO ftftm *4WM � anfrwwltaw womultom 8!m"Bmtetroom wmwtmOO7o WINA ba11•BoO wlfsBOO amamml o278bie1 see"UL, ..... rn
tplwem A am m(f aaar(eg Sawm" USE THIS FORWA A TO OBTAIN 7HE ANCHOR r
4W Omanos&+k r ?1re" r a v2• S14W r &Ur r 2•„r gtw r OJa' aer Km CAPACITY REQLARED-�TO AN
Iaw tars tit' r ,-w I.w I-w I-w I-w r 13JB` aroe 0111 ACTUAL PRESSURE REG U039W FOR THE Q x
3A ®wtc
11. ammtrol gg, 5ab aeob b ,sup 211168 mob 551b Hop 466 IU220 amp ewo blob C04M ►O.WHEN ITIS LOWER THAN THE I F O
eAmnow®,.le wn o.Q,auo11xb(IroMgOy gam, rob troob 121► au WA WA mop wA w NA MA 86768 eats trmb CAPACITIf(RtOLATHE TA OF THE SELECTED �.
eAmem®TemO.af(�aaAeYs�»iFg. 7eeb ,eob mob 1tROb tsaeb bab e811b TeOb Bap 216168 eb268 11368 trrb tLOIN.IT WRlY83DAMINMtIMANCHOR
2AadeotO®2121&IaO.O.Q 1 UvR 311111.1.'A1Om�. IoA PL1 WA NIA PIA IaA PTA P,A Not PTA WA ,1.A 7'1668 CAPACITY WHflg1 MAY TOQUALLFY
A*MWIa-0IP¢g. Issom 14 276b Oleb 87268 ,lop loom mb a,ap =us 38168 —td-1b—. 2ab sK ADDITIONAL ANCHOR OPMNS FROM THE
7Arormw 1.IS POn 0.Q/ 216b awb N/A PYA !oA WA Mr. ►rA MR Pal WA WA =Ito 4wb rbp AN CAPACITYTABLE.
NOTE FOR THE OFFSET CLIP.USE THE SANE ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: TABLE
• • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SLEET 22 FOR INFORMATION ON LOADING, m a 82m1,�,
O O • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, tow 14,11dimaC96 N1. J-
2)LINEAR WERPOLATON BETWEEN MULL LENGTHS ANCOR OPENING WIDTHS IS ALLOWABLE.
FIGURE � _ �
3)NNN.LON AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DSMM03M SEE SHEETS 1 820.
• • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN iNJUSED HOLES.HOLES MAY lE DRUID IN 2�
THE FIELD FOLLOWING DIMENSXM SHOWN ON SHEETS 1 8-2C f 1111 11 t L
ANGLE CLIP MUST BE USED IN PARRS. f `�� y%,YNN{,b.
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SIECIFICATONS.FOLLOW AND GROUT FILLED L i' ���o�
FIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-S(L WOOD SHALL BE PFOSURE•TREATED `1 'C:'of lT•••.• �i
YELLOW SOUTHERN PINE WITH AN 80 OF 0.68.ALUQIM M SHALL LE 8083-TS AND BE A0 OF.tW f �:' K
O • THICK.STEEL STUDS TO AMIWI LOA GRADE 331/ J)48•TiBCK(98GAUGE}8TRUCRXtALSIEEt TO BEAT ,-Xrx.126•MLILLON =*: HLa.8&705
LEAST.12r THK2CAND A3&ALL IRO METAL SFLALL EXTEND AT LEAST 38CREW T} �Y�ID
THE MATS
��Oit ,�LOR of •�12�`
•,��t``�,S J O N A4'E�
A.LYIVi I ,P.E.
FL P.EO MM
TABLE 2A
NaWonCa Table ?pig a
Opeala tSltllb Ow 1741imm)pr 11940M(for horb •a B mlHwmy ZkMS ^
6016 win lob Mb Mb 1006 ac tab 1Mb $ �•T aOG lisWTdroy Wctrgii0t Tapatagp. TmVri' ¢ T16pRdbta Tom• WrdsM
RaW� U Wmar& %Wmm,? k(kpkpii"
1x .Tub5 ��+$i➢ tip ¢`lw6ia Las�O L4sd tp Laatra7 latlna tAtsg lodrg ►obin0 � 4�g tadna t0esr9 losWp � 1080160 14nag iiYn
IS
i,Tw, Ifilliffill 1�ffli I I I I I I I I If 11 If 11, 11 1111111 11 11 11 11111 11 if 11 if I I I I 111 1401
424 17" 690 170.0 43* 151.8 1187 1700 4r5 na7 an 170.0 505 115.5 882 /8a5 $18 1006 067 155.0 617 MA a7 1045 517 75.7 887 Mao 517 80.0 NS 088.0 517 68.7 882 18$9 bt7
O
466 121.8 bW 185.0 420 1101.4140? 1102 410 85.0 M7 105.7 460 Tao 807 t0T.8 385 NA OW 98.8 301 MA 807 MA = 6a7 B57 M.0 988 4a/ 8W Bap 888 98.0 5W 0" 9M
50.4256 I
014 460 7146 878 884 /05 e9.a 371 741 /SS 100.5 95O OLD 466 BSA 30 57.0 456 81.3 39 $1.8 458 500 958 432 450 Bap US 87A 468 60.0 95s 87.9 408 M.0
aN �
Mb 80./ 490 65-5 ON 712 40D 809 878 S1A 4D0 727 811 524 4M 80A Sts 473 400 04.0 815 427 406 OLD 9M 80.8 400 6/A 313 805 400 StA 313 247 400 613
913
Nb 07.5 331 88.9 278 61A 92/ 673 270 M.5 330 612 284 30.0 Sgt 48.8 280 34A 325 4" 887 31.1 ON 420 255 M.0 395 406 263 222 324 4" 753 1" 824
403 288
616 58.8 1W WA 252 44.8 800 402 20 36.4 7a4 43.5 241 39.8 200 OLD 237 20.9 289 37.1 234 2" 204 352 282 714 800 MA 280 192 204 88.4 230 tA0 204
U4 880
o Nb 488 268 40.5 230 30A 288 424 226 884 265 873 821 292 US 34.0 2W 203 2N 313 215 28.4 280 2" 212 t6A no 20A 210 187 280 27.7 20 1/.0 288 277
809
.7 72N 35.0 a76 874 tM 80.0 216 522 181 767 278 284 588 725 715 tae 105 20.0 226 23A 152 "A =5 221 "D tap = 70.3 to as 225 19.6 170 11.3 225
19.5 175
786 30.5 1092 320 177 25.6 202 272 173 M.9 702 232 170 192 202 213 M7 120 202 t9] M6 tai 202 184 No 120 202 M.7 tM 10.9 amm 10.e tN 9.5 2W
05.0 1N d`
782 25A t92 29A M8 210 162 ?8.1 186 2a2 188 22O tat 16.7 4M 10.7 tw 187 1ffi 18.1 167 142 182 188 065 11.5 182 162 ts[ let 1M 10.4 150 eA 1M
N ISO r
Mb 185 144 711.0 t28 16A 1M tat 718
686 162 1W 185 118 � � '.,
TABLE 2B H 10
h
ArxhW Capaaft Table Ps) AMCFIORCAPACIIY ADJUSTMENT FORMULA,
27k Cmraete 0.0t 00 CANT ANCHOR CAP.,, ®,
H0ee C4W 1Aa901 ( )X��py�CAP.aeu)mANCWOR GIP..,
A11tlnrC5p Pao5as A1168orTrye 3118.O0s 1&�on WF.6n OS00ees SiWEbsiBtramn wBOeU,.. w� BPB'H0o wSemo atomm att� omjoi
At1®05ata tlb4ab7 Amm ml Sam Osm Dear USE THIS FORMULA TO OBTAIN THE ANCHOR 4
t3g0 Ony r 2-1Pr r 24fr e•tm' r err r err 2• S.trB' r a46' p.5r Q82P CAPACITY RED CORRESPONDING To AN LL Z
E®ba ao.e 916 tea' 11w 1.3w tart r 1 w t-w 1-w 7-016° 7-w 1-w 7 tam• tsre w5 tae P REQUIREMENT FOR THE
2Ammos 4Tr"ma /StmtlMSrOgwO [R¢ 99D10 8"10 4"10 Mae 15"10 27010 780 854516 7.0)20 Wl NOBS 118210 87a10 42010 ts00. OP�INQWHENI7�L TTMWTHEOSILbPI
♦Ame016®ttb ttha4r5t0ns0d(4rQa160) /0010 7a0as SSA WA WA W 38020 WA � NA WA N22s 84010 1rA10 CAPACITY(FROM THE TABLE)OF THE SELECTED �
4 Amhm W a tad as 1(2)24 PoN tSp4rER9. 78010 78010 OMas MM10 1"510 64010 DID ON WA 76020 Wv 880 e16 na-Ma5 rW10 me. 111010 ARILLION.IT WILL YIELD
AMINIMIN ANCHOR
2 AMM 04"Uh as r bb Ya'AbnL WA WA WA WA 8W W00 WA WA to WA WA 715 M CAPACITY WISH MAY BE USED TO QUALIFY
1AOraorf F•CDy 649, /Da10 WE 210610 44510 07210 79625 "010 t7T10 87025 25410 09710 079110 08910 20010 28010 ADDiTIONAl.M R OPTIONS FROM THE
aAmae16 L1s155 clae� 24p10 $50218--m- WA WA 18010 -WA WA WA MR 3•m10 420 55010 ANCHOR CAPACITY TAKE.
NOTE FOR THE OFFSET C LF.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
FIGURE 1: FIGURE' TABLE NOTES wftbd of m*k
• • • •
awidmame
11 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. I
O O • • SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. --i 1000' I- DetO
FIGURE 3: LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WLDTHS IS ALLOWABLE MBy61am6i Fta4aa
3)MILLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-x. 1{211►!!/!
• • • • ALL MILLION CLIPS MAY lOFACTORY NE AND CONITAIN
20. D .HOLES MAY a GRILLED W z•ow
ANGLE CLIP MUST BE USED IN PAINS
4)SUBSTRATES:C01"ICi2ETE SHAD-CONFORM TO ACf 30C SPECIFICATIONS.HOLLOW AND C#tOUT fLLLED •.•.*
FIGURE 4: FIGURE 6 Flt lRE CONCRETE SLOCIC UNIT(CM U)SWLLL CI 1 TO ASTM C-0.WOOD SHALL BE PRESSURE-TREATS =* No.ssm
YELLOW SOUTHERN ME WITH ANSGOF0.85./LL1&OAN SHALL SliW i-15AMBEAMINIMUMOF./U BE A MINIMUM GRADE 33 AND AW• • O To BE AT rXSX3B
IL LEAST 'NICK AA INTO L ATLEAST3Sc •nTL BMW
68dLtlNl - * r
. F
A.L Ili ,P.E.
PL P.EfI MIME
TABLE 3A
Capwjtj Tobw
Opening +rowfth W)ofOAenInBeelBfdLtortmti>s ) �3w�
so to Win 70 to lob Bob 1110m inn I lb 1pp In a#S
I i 2J61[ 11WtAro1 Tap✓7dea4 TaOfTttm9. Tam > 1890. soaDto091r Towwam, tie wwo. TapreY9p � t
.376Ahun. Lambe Lambs laeanp Lambs Lambs togas aoe� la9am Lambs tombs Lobby toamo Loatkb LOaQy Lambs tmerB Y F113
MUM" 11
T1 l� lj if 1 fill, I I I 1 11 1 11 1 h I h I III
11 if 11' if 11 ll 1 if 11111� f 1 if 1 i 1 1 1 f 1 1
121n 17ao an WED 4M 774J TM Tm0 176 Imo 989 ,70.0 ale 170.0 882 1740 am V" Ila 170.0 921 Mo an a" 921 w7 1991 ,70.0 En ms 1901 Tm0 a" 1116 am rm6 S"
I.eeb tme Tae 179.0 tmo Wo /790 Est trao = V" am ow Ina 17" as 101.0 ,Tao Im on tats "a 1740 BM Ila* 1189 vac w ors 1189 V" wo 83.11 I= 179.0 no �
aaww, Tm0 747 179.0 960 170.0 BBB 170.0 991 167.0 1092 170.0 BW 1468 1032 170.0 729 1M.6 1082 170.0 747 117.4 I= T740 7M 10.9 low Tm0 70 a" 1000 77x0 796 73.4 10.12 Trao Tae
g
66m tm9 T97 Tm0 B,2 187.9 907 0m0 891 19x2 BW 181.7 730 1MA 9W twd 770 1W.6 8W wto 714 9.0 w H7.1 n0 80.8 BOP ta.0 7M 68.4 W7 14U 709 M.0. w 1610 708 u
win 101.1 796 761.8 806 111.6 786 1893 811 tone T8a 143.0 888 891 738 mat 80 m4 MM = 70.8 798 B3.t 678 d98 796 87.8 874 0.a. 786 919 874 461 736 W.0 874
m
am MM4 eeb tabu 670 70..0 on 411s as 67.8 BW 919 0.7 I" 6W 90., 6m 67.7 W9 am& tan M.0 0.M as an M.0. am me stt eab eeb 73.e 671 83.1 Me 73.s al
Wn ifl.1 927 988 8% ett att 797 C07 810 601 68.2 aw n,I 486 888 ep17 n.5 488 bto 0.W 87.9 481 44.7 W7 63.. 478 01.0 90 827 4H Al w 82.7 'm
=
7218 am ete {0.9 ono am Tao as 513 >0 e43 am 0to am 67.0 1118 'M4 80 as3 4m 40.8 s,o Mo 1180 360 sm 113.9 402 202 $m 464 tag 796 sm !LB
7e In 468 7Z6 408 676 46 8 81.7 W2 498 4W 61.7 8W 43.1 498 43.8 w w 4W 446 s19 867 M6 !3.6 8M 788 18 97.7 set Ste 488 910 7eb 4W W. Wt
993 4811 698 978 {0.9 496 118.0 888 Oat 986 461 NO W1 486 440 aa6 921 1136 911 3Bt 78.0 499 964 ate 729 499 826 841 W;3. 486 ail 916 �
W n 41/ 927 43.1 290 911.0 927 W t 269 78 B 927 at.0 280 2&1 W 78S 279 782 927 217 2n 299 897 297 M8 17.4 927 no 282 tag $v 18.8 269
p8fo 991 287 W.4 267 297 297 79.9 267 24.8 797 tae 246 718 291 29.1 2N 191 2ffi 249 261 171 797 199 251 46{ 281 98.9 792 {h
108 YI 241 ?27 267 706 781 2Y7 20.8 201 17.3 777 %a 498 167 mA 196 K
tt1� 727 216 727 14 188 295 m.3. 191 16.9 218 18.6 1BB 0.q
A 52
3.m to 174 181 17.9 W � N
TABLE 3B X
AtmHtor TaI1HB(619 ANCHOR CAPACITY ADJUSTMENT Ft iL.A: O. �
etmvl4e 2701.06890. satCoAO KOMMml Fawcmu PT7aao9 Mo _)X(ANGYI�tCAP.vo.,/-ANCORCAP._ K .
A06ar T19C 9ne'Elaotwl8on wEko l7treeoo 671c ea arm't3fowrmw wmo a0ecm wes Btm-ibao eseetaoo O08te6 6ustw mew CAP. '••
AWw Cep Petwna IYmoaO Appa66� Uat9om App9eeto7 8obn(66) Sownt" USE THIS FORMULA TO OBTAIN THE
Eope
Embodmot 0119100 T 2.IW T b1/S 3.1w P 2V7 T 1 7.1Q' 7 1 Snr r OAr UAW 4894' CAPACITY CORRESPONDING TO AN
• fas tars 169' tarn T +w 3.w 1-w tats I-w f-w r t-aw' ter ao0. ACTUAL REQUIREMENT FORTHIE
2Aemea1L67rtca tmra�eear 9Mme nag. 4Mm WOb teNme 2mme memo 39496 71� lee , so OPENING.WHEN IT 13 LOWER THAN THE MULLION
o Aoa0881Qt.w lr9.oc.ra.mre�tme9 Ce9P� 4Mms 71pme pBt NA apt 861 slob WA 661 ,p NW a0.► 6629 Gate 112646 CAPACITY(FROM THE TASTE)OFTHE
SEEMED
sAem64MrBt*LQju pmbI A% off Tema 7Ma eMme taMml mpeas saoat OMO. WA 7MBa 990w B86ms 2WaBa -CE-Ow- Jame ,t-W ARXJ"LfTWLLVOWAMINIMUM NNCHOR
2nnona.®our Blti as 7 uarA mmo ta0 A9an�¢ 6/A wA I" as t9A INA -WA -WA to wh I Im roA wA wA -W b-, CAPACITY WHICH MAY 13E USED TO
QUALWY
tAmee7rvs91n tWmB
an mme {4991 191198 1Wme to 17 87090 2368» W2m6 Mtms 9890 lamb 2Mb ADDITIONAL ANCHOR OPTONSFROM THE
2Aa6m 1.,s w0.acr F4� z0.ms noes WA WA MA wA 1M me wA H/A N81 NA wA 92996 lE owes ANCHOR CAPAC I TYTABLE
NOTE:FOR THE OFFSET CLAP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD UP CIRCLED VALUES ARE USED IN THE EXAMPLE at SHEET 21. PRO1x1CF1 EVISED
as1 MOY4 waft plaft
ro-T�06 .2. TASTE NOTES:• 1)SEE SHEET 1 FOR INSTRUCTIONS
• • AL USING THE TABLES AND SHEET 0.2 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 3.. 2)LINEAR INTERPOLATION BETWEEN MULL U 34GTHS ANWOR OPENING WIDTHS IS ALLOWABLE � ``
3 MULLION AND !�
MULLION GT.APS SHOWN �
• • ARE NOT TO SCALE.FOR EXACT�,�E SHEETS 18•x. 9.769' �a;'VCENSF'•.;%p
• • ALL MULLION CLIPS MAY BE FACTORY MAGI AND CONTAIN UNUSED HOLES.HOLES MAY BE MLED IN +*:' >Ac
THE FEW FOLLOWING DIMENSIONS SHOWN N ON SHEETS ISM. N0.58705 _
ANGLE CLAP MUST BE L18ED IN PARS.
4)SUBSTRATES:CONCRETE SHALL CAM TO ACI 301 SP@CIFlCATONB.HDLLOW AND GROUT-FULLED
FIGURE 4: FIGURE 5 FIGURE& CONCRETE BLOCK UNIT(C WQ SHALL CONFORM TOASTM C-M WOOD SHALL BE pRESSLqWTRFATED
E OO •
THICK STEELS TO BE A MMM GRADE 333 A TH"(1 OASK� SI�TURAL TO BE AT o�. 3.l X11 .=��u
+3.---J
LL �
LEAST--tWTHMA DA31LALLANC9O SMOMETUBHAL LEXTFNDATLEAST3SCREWTf rxz7�xaLUN
MATERIAL.THE •�",E4`s 1'' O'!20RAL4jL,.'�
tA.L �C`9``..
F B
FL PLEA f7>M
TABLE 4A
3AuMm Capacity Table §}
Open Wldfi� mmucane)o7Op9nlnlHoOtow 1610 � 1
BOB Goa lob Na cam 10010 �m loos naa
1x278Y T TwpR leg Recteap4tr TaptOiap. R4WYWder tfepalrV PaMnoW I TWTdw* Rem I Twomw& Tpwuw* U*mb . G
$80A4m tag L°n� Icaao toeao 1a�9a lmeep 1m6n0 Iaaaffi twd1V taaoti ww" LwdV ImBip taa®ne tmFrp
Y
T
itb0
tl
Mellon � �� fill 1 1 1 111 � a 1111 a h 111 1 111 111
I I I J f 11 ,E 1, I l 111111 1 l f 1 11 if 11 If 11 111111
11111111111 # if i
aim Imo eao r7ao " ima 744 170.9 478 170.0 an 1709 ass Inol 9aa Imo an ino Itfa Imo oar 1m0 I talc tmo D1 Me taN Mo = 1817 no Imo an me I two Imo 82r
48b t74o 703 tmo w Imo an veo N4 17a9 on 1709 am t70.5 1 1133 1 me sal tmo Iwb imo w tteo 1 W71 I7o9 I Na W7 1411 tmo NO 121.5 taA Vee no
M3 11417.tBlo eeo
mesas Imo rw Imo 5N tme we Imo eat tmo loos mo BN im0 tt95 170.0 w 1ms tars 17110 747 146.2'1=11 1 17" 788 =9 1208 Me M IOU teas Imo 768 Ots 1280 17DA 769 �
512 Imo rw 174o an Imo we Imo m Imo Its Imo 7w ISM71 It= Imo eat naol I1so Imo w tags 11w Imo on 1ms I= Me eat eaf I'm Imo M 729 I= v09 m m
sob Ime sea »no 701 1462 915 tw.9 781 In.b 915 144.5 740 toe9 M Ima 726 w.e ele a" 728 e7.9 M nay 72D T8.2 9w 144.4 715 620 a" 114.4 Tib 51.9 816 1110 Ttb
&144 161.8 830 fete 710 120.5 NO 138.0 ON 1m5 NO 1242 B61 91.2 890 1121 672 61.4 ND 100.6 aw 729 890 99.9 = 858 49D 06.5 B6a 642 B3D 20.4 60 47.4 ND 96.1
Na 1921 727 140.0 110.0 707 110.0 698 00.3 7W 1859 6'U �5 7W oat eli 79.4 757 811 = N.0 7W 842 800 GILD 7W 710 wa 47.2 767 782 8W 41.2 7W 7a2 881
gg 72m 101.7 NB tme 00 eas NB a1.0 e4o 727 896 611 83D Bab 89B 722 521 666 BIB 446$ Bn 019 680 w.a 60B i21 638 on 600 892 446 as 4w 31.8 696 651 iw
g sea Bab 671 614 465 721 679 789 08 874 4711 bat an 808 at Ift0 671 N.5 464 02 On I 61.6 40 30.6 Wf 0.0 461 a" to "a 'w 27.0 Wt 44.8 248
s P
744 80.0 247 634 4711 i8.7 512 726 486 W.1 6{44 621 iee a" 66 se'? 449 444 862 81.0 4Q 410 Bit 47.5 427 233 a{a 4" WD 240 842 448 4Z6 21Lo 80 40.1
423 Q �
901- 024 w 0.7 set 4a4 iw 424 wa 17.2 49 a" 369 aa5 4W 363 a6a 0 4w 221 ws no 4W Me 984 at7 4w 221 w7 148 4w 20.1 a22 142 4w aso 311
982 426 288 44.1 25.8 9w W. 214 90.7 3w 824 269 28.8 988 N.8 aw 2t.0 358 211 800 21.6 828 24.0 290 VA � VA ?N 18,2 9w tea 184
70Bb aet 283 90.8 755 25.1 283 259 281 21.5 2N 226 217 18.8 299 119 214 147 2B9 te.0 a1D 15.1 2Z-
lit 18.5 227 � �
m Tl.B 2w 'M.8 242 211 �.0 ?N 10.8 267 ffi6 28D 17.9 2W 148 28t ta4 257 t16 228 �[
in 220 229 729 750 18.3 229 11.8 205 127 229 tall 792 Q
TABLE 48
AfrctwT Tame(644) ANCHOR CAPACITY AD WBTMENT FORmULJL �
substaa 27ac4roum ukcam cut) 1lmatanr PTN004 eaw (t P-)Xta'FC4WRCAP.,e,....�mANCHOiCPP.®
Was Elm VWEICn BOOM an&W afa Sao 012bae �OA1.D81 CAP.,o,o
AWWCVIP641 m Asmar 9tt0'aim tara6ao wtamtaw6aP srla6moutaaan wEbotlbwoon 1Rraam AQ�takr emslrgiN 9aw.(G61 Saer30N LISETHISFORMLI ATOOBTAI4THE ANCHOR
r�sowa*s r atrz r I 21rr aw I r alrr r 2a+r z 3.1A1• r 446• 9.w e w CAPACITYREQU TOAN
Eae�nf Iaa- tare 1.W 4.11P r I w s-w t tra I4ae +w I-w r /-tiff tare b6a ACTUAL PRESSURE REQUIREMENT FOR THE
aAUOr*re a7eeana r81.3aria 8964011 469b 89omn as 270m5 Rao 604m5 74oa4 4N as 11wmi Bs =11m OPENING,WHEN R15 LOWER THAN THE MUM
e AD6mn®t16•tan o.c.7 sana.aHalo11no3cBVa 4wW 700011 /M WA 5711
WA aeon. N6► NIA rap 1sA raA car 1120 Cd1PACITY(FROBiTHE TABLE)OFTHE BL�lECTIeD
e AoaOea®eMh O. r{�adm4*1 010 7wmo man NBA 1w0ai tones fieft Is I6A 7w WBM 6308M 7a04B» m Imam Idl$LIOH.R{fY$J.Yi�DAId$Q II AO
aAamw®14 V IM o. r tK4p ba tw ABm. WA WA WA WA WA WA 87A NA WA NrA KA WA N'A 716 mn CAPACITY WHIM MAY BE USED TO�IFY
I pem*rrF�y I96 mn MbS 2024 46311* a7aa* 19804 nom, into wean ashes 332 mn calms twos Mae Iscon ADDITIONAL ANCHOR OPTIONS FROM THE
2A*ms 1.t8WeOCJRQ� alms s01a MA Nut cap eow 1Wms teA NG tmA wA WA swan 4206* waft ANCHOR CAPACITY TABLE. MODUCTRBV64E1i
NOTE:FOR THE OFFSET CLF.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHIMT 21. 1Ie rbmw
FIGURE t: fl4lt 2 TABLE NOTES: No )k
1.000° 7
• O O • • • • • 1 HEETS S AND SLEET 22 FOR INFO WATION ON LOADING. r RT
SEE FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS MDmR OPENING WOTHS IS ALLOWABLE. II1 t r 1 r N r 7j
3)MULL O N AND MILLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT�,SEE SHEETS 18.20. 2.760*' ..............
U,GENSF•'
• • • • ALL MULLION CLIPS MAYBE FACTORY MACiI�1ED AND CONTAIN UNUSED HOLES.HOLES MAYBE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. .581M
ANGLE CLIP MUST BE USED W PAR&
4 SUBSTRATES.CONCRETE SHALL _
CONFORM TO AC 3418PECFDATDNS
CONCRETE BLOCK UNIT HOLLOW AND GROUT-FILLED _
FIGURE 4: FIGURE : {CMIn SHALL CONFORM TO ASTM C tb 1NOOD SHALL BE P Tt�ATED -p
6 FIGURE 4 YELLOW SOUTHERN PINE WITH AN SG OF 0.6&ALUMIN 1M SHALL BE 606946 AND BE A MINIMUM OF.125
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(18OAUGE}STRUCRRAL STEEL TO BE AT 'O
• 11 11 LL-� LEAST.125 THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEFDAT LEAST 3 SCREWDIREADS BEYOND r X 275X AW MIALION G2
�
• • LULL • THE MATERIAL. ���S+s;�
7,7 OJNA1.
A.LY a6nsm,PF
FLP.E.#am
TABLE SA
Muss- T6bM a
Op9ning YlWdth(br rtmugsh m) (7orl1mim17ABp6par91'stg-A-) N bob Wb TOY Wb WI. 1Wb YIDb Wpb u0b Topl0lmp.
Tm7r75sn9 T 6 Th"'kh 67 WDO1rg w T0Wmang. Tt7 TAWTfty. T6aWDWM
1'x3.12rx � L-ft tmm'9 L-ft loft � tooft L4sOii � Losmp Loafp twm9 L"ft Losfy toaft
Tube No I fill III 1
i i i 1 1 if
6A
421n 170.0 920 170.0 435 770.0 744 17U 470 IMO 68B IMO 508 1740 910 Ime 679 170.9 1Tis 170.0 an mo 1210 Imo R9 mo sm mo sin 17x0 7796 170.0 621 1614 7802 fl0.0 1" 0
4810 170.0 706 1780 674 1790 tM 170.0 491 MO 922 IM0 090 In* 7798 IM Bel WQA ,D8 17a0 on 7M0 1417 970.0 980 107 a" rWA w0 7331 1879 MO IGO 1162 1677 flap 68p
bQe79b flap 747 170A an 770.0 600 170.0 697 mo 1045 Ima I 864 rmo Ins Imal 723 1740 Im 170.0 747 170.9 ,401 170.0 789 14t7 1486 17x0 M I2-L5 1488 170.0 760 106.3 1488 770.0
7be
"In Imo 770 t7Q0 012 /70.0 068 Ima 891 Tmo 1110 1740 764 170.0 ma 17ao am 196.1 1101 17ao OW 748.8 14M IMO 086 1210 14M 17a0 am IOLB 1401 170.0 861 934 1401 170.0 891 �
gob 1790 966 mho 701 170.0 u83 t7Q0 745 969.6 1750 17Q0 976 1987 tug 987.0 ON 12x9 1186 1866 917 11t0 1169 l a7 919 WA /15e 1146 909 799 IM 1498 = WA /tat 14L5 w:1 6P
{ 0310 170.0 0.W 17Q8 J.0. 168.8 7000 17Q0 tIDD 187.0 tOM ,!L5 860 1111:9 IOW 1497 616 106.6 Wig 4520 889 Me 1069 I 1260 an Tag 100 1149 070 60.8 Wag 118.0 8t9 889 1" 1169
819 �
Fo
cow u9A 966 170.0 M 145.0 1 am IM W/ ,tat 906 1337 70 1012 966 IMA 716 929 Bap 1929 786 BSA 986 1044 767 88.8 945 90.9 740 41" BK 967 749 tit, 906 99.7 TO
7210 9786 aM 1319 WT 109.0 M- 1019 an 91.0 I 909 101.1 e70 80.9 =1 112.NO 71.4 809 WS 849
8l2 809 78.0 842 89.6 800 722 882 ,16,8 009 $16 845 48.1 808 927 gZl fn
7810 toa2 721 1019 079 91.0 721 45.0 818 780 791 831 8w M3 721 788 Bw 887 Mi 741 086 54A 721 864 57Q 466 721 884 09 WA Mt sm ago 34.1 711 am 1083
7810. tOLO OBI 106.4 6M 812 881 864 645 772 806 784 m 031 an Tao 5W 5&1 04 6L4 886 5" wb s" 551 421 60 6Lt BN 861 084 61.3 BOB 3110 080 bats 634
Q �
9010 86.0 814 81.9 406 810 511 999 419 47.0 614 W.o 44D 4t1 ON 46.8 433 s0.0 614 4D8 4D 829 074 �9 421 DA 614 8aA 412 736 M*U410 6M 70.0 403
W b 842 462 6L7 404 452 467 470 X. . 449 845 639 467 88.4 581 341 452 929 728 4ffi %.8 345 144 445 729 845 10010 361 867 849 0.77
397 887 32.7 28A 812 238 967 2102 SOB 21.1 727 909 190 8tB Tae 289 16.8 SQ' 18.0 793 15.0 8® ,6D Of
1111. 36, 938 368 500 262 800 sQt 261 298 2L9 sae 2L/ 297 195 989 20.0 288 17A 989 140 844 149 339 t03 219 123 898 WA 245
12010 77.7 280 26.2 288 28.1 209 73.7 70.8 750 tt.8 745 18.1 ffi 144 245 te9 249 139 20 14A 246 1t O 289 =3 240 0.0 245 tt4 788 67 288 HI4
787 V P
TABLE 5B
AadtorC9paelg Table ANCHOR CAPACFFYADJUS7MENT FORMUIJI:
z k OwmMe ss t2aa FMdCM J iMoo9 e1e1d DP)X/1Wt WR CAP.,,,,,�g Cd1P.,r
MtAJ 7097 CAP.
Ant3arCfpPaaerte A oSOr 9118 EIOO1ltraoon WE10o158acon a� srt ftct%aa.m, w9oolf9oo. wtW RWEbo w86 9to&" 9fssw 9nstad USETF48F ATT)OBTA94TI�11NCfWR
Awmew tam= Attu tibsa6rlf�timer Gomm USE THIS Y TORN
Edge 0969/0108 r avr r svr 8-w r our r 24lr r star r a4ir UAW aa�r CAPAC PRESSURE REQUIREMENT FOR THE
Ememaem tarn tarn lair ,a0.• r I-1w 1-11W t-Im 1.w I-w Yw r teas• ,0.W' 40.00.00. ACTUAL
NG.PRESSURE R RLOWI E E T FOR 16LttJ1oN
2 An*m®4 w0. IbWnbd M 89010 3Wb Was b b om 245 861{85 mm 40som ®s ts2Ws 9Wt6a CAPACITY WHEN THE LOWER THAN
THEE
.Arr4as®1.,8 a9n0.C.18t dmi ipm 445ms 70D9a tie WA w wk sofa WA WA WA WA WA ee9ms 016 1rm610 (rfl CAPACITY MM THE TA ANCHOR
4An*=s8'tit O.CI(7Ja16An6egp ft mg 7Wb Boas lawft swim soft 6W0a WA 8006 man mum 7886108 �M 8990. tt7am6 MULLIO YYYF (AIELDA USED IMUMANALiFY
SAndan®a4C 790.O.G/tiC9p,1010 tt8r A9m. W0. WA WA W0. IW 9701 WA WA WA NO► w0. WA WA WA W4b6 AORITIONAL ANCHOR OFI'T�NS7HE
I AO10nt7 �1p. 145Da 19000. 77890 46600. B72Po5 t88ms 149me Wft 870Qa 898 smm 183910 210910 745Oa ADDITIO &ACH ROPE
2Aneaa6®t.ir Ism QQ 1t�'g7 0.k 96oms 845m1 WA WA WA IWA =W WA WA WA WA WA 3450s 42Qaa 6W0s
NOTE FOR TF$OFFSET CLP,USE TF&SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STS CLIP. "741-Twx
tHiE 1: *URE 2; I-7.000••4
TABLE NOTES:1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AID SHEET 22 FOR INFORMATION ON LOADING
O • • SEE SHEETS 2.0.FOR GENERAL INITTALLAIM METHODS.2)LINEAR B4TERPOLAtTON BETWEEN MtAA LENGTHS AI DR OPEPffid0 WIi®iF{S ss ALLOIAlABLE � (�
F 3:
9)WALION AND MULLIi CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DI616 MM.SEE SHEETS 1&20. ��� a:VCENSF •tip���
• • ® ALL MULLION CLIPS MAYBE FACTORY MACHM AND CONTAIN MOM HOLES,HOLES MAYBE DRILLED IN
ITiE FEW FTJLLOriWO O S SF 11 ON SifET81&20. k: .58705 _
ANGLE CLIP MUST FE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 901 SPECIFICATIONS.HOLLOW AND GROUT-FALED 800•
FIGURE 4: FIGURE& FIGURE
CONCRETE BL=UNIT(CMW SHALL CONFORM TO AMU C-.WOOD SHALL BE TREATED A t _
YELLOW SOUTHERN PBS WITH AN SG OF 0.S6.AUAIMIUM SHALL SE 6088.76 AND FE A MINMM OF.128•
LEASC 12rT Silk TOBEA LAN GRADE 33 Aim.045'THICK(IS QAUBE)STRUCRRtALSTEEL TD8EAT 1•X31210 X!i 1RWUW4 i
• III' If l' "I �� LEASTn28'THK9cMIDA ALLAN 13E (rYFgiA1K1N) �.��
• • • VIE MATERIAL. �. s1 ..........1L`•
��/AS/pNA1�17.
A M .P.B.
FL P."am
TABLE bA
M>den capacity 711616
OP-139 VlAdth(6r1 )ar ,8 Px min8m ) `Rik<
Go in BOb 70b 604 90b JIM in 104 Nom 1804 a
7o9/fo•4O. R � Tw3T7a9ro lmwTdwz 1 J1'1pmw,,;. RomrsdV I rAordm Raw IMPT W AwAr dv T6wdwlw
1x4:.146 Low** tas•00 loomv Lom • tasft loedg8 Lasdlop tosaw Io ft tasdk• 1,00*4 L-ft Laomq, taodro We•¢0 ladn0 losd4p g`Y°
�
Syppy {j�t ]t a I y $� I h 1 fat , 1111, 1111 g I
474 1700 No 1760 45 170.0 7" 170.° 478 170.0 686 1700 168 1760 BAY 170.0 878 1700 ills 170.0 I 641 170.0 17q I 1760 an 170.0 sm 1=1 647 7466 1188 1740 677 127.8 1980 1760
611
484 770.0 708 17" 624 110.0 1 660 I Uwe 681 1 1760 on 1760 890 1760 7757 =a 861 1760 1276 1700 N7' 168.3 1903 7760 680 1363 1408 170.0 860 HtT I= 170.0 860 wi 1809 1760 000
80.8764 170.6 741 170,0 683 1760 680 1700 897 170.0 tOb 1760 801 1760 ft98 1760 723 1667 1236 170.0 747 11LL6 1796 7760 768 117.1 '17,6 1760 768 1064 1236 170.0 766 078 1296
170.0 700
610 170.0 787 170.0 612 1160 868 1700 881 7760 1778 170.0 764 1614 1168 170.0 800 137.7 1166 170.0 697 128.6 1118 1760 668 1020 Jim 7760 881 88.2 7166 t7Q0 887 n1 7788 17Q0
est
804 110.0 688 J76o 701 188.7 1087 170.0 79J 14x8 10M1 181.1 02 1701 7012 N&1 st6 1117 toa 138.8 OOt 1060 Job 1962 767 6N4 I= f2&t 767 11.6 10 126.1 767 Gab toe? 176.1 782
uj
834 170.0 870 170.0 746 7612 992 189.8 818 178.6 960 1440 788 1154 082 1370 782 1008 890 1214 768 867 7618 1148 788 788 887 70&4 746 818 00 108.0 744 8&7 887 10&0,
74 I 00 n 166.4 BN 17&0 789 /770 017 148.0 766 11&1 w 180.3 788 10&4 997 117.7 767 B1A 9N 10&7 786 827 017 1022 747 BB.B 017 0.1 778 E9.1 •q 810 717 619 BA BW 717
720 138.9 BN 142J 791 1132 899 121.6 722 970 BW 1080 TBB 849 8f9 98,0 6118 76.6 8� 68.7 BM BTA 8{B 6x7 876 668 049 70.3 09 460 80 728 687 426 849 739
at .
784 1t&8 761 1ffiT 866 980 IN 1908 am 870 782 NA 800 722 T@ 88.9 878 841 787 742 820 W.8 762 60.7 013 461 707 �.6 807 418 767 60.• 690 3&1 787 80.4
696 �
706 106.9 771 1714 am Sao 721 918 !QI 700 729 8x8 BOB 06.8 724 74.4 690 728 6B.f #-48x4 68;1 446 721 673 673 88.2 771 613 SP 354 720 6x8 686
I 80.8 6q 71.8 463 680 693 867 974 4x7 048 090 408 486 619 47.1 468 368 643 4" 3&I 448 MO 60, 34A 1813 2s.8 619 s a0 27.7 649 367 478 W
b 873 4J8 680 977 47.6 ?!d 4&T 419 40,8 478 437 412 868 476 366 405 310 476 348 32A 396 280 48 9&1 380 2x6 08 216 m 170 m 40.3 977 41.1 811 838
377 840 336 288 377 30.9 390 2&2 377 290 32s 224 977 710 220 317 18.6 377 tao 810 104 877 ILL 304 370 829 30.9 867 370 918 2&6 967 770 308 2&2 9W
814 809 2x8 367 720 =I 801 1&4 w »4 291 X 2" 278 746 308 281 274 210 508 21.7 2J0 16.8 208 tat 287 183 808 173 {f
144 b 170 272 02 198 t
TABLE 88 P
ANCFIOR CAPACITYf pp WBTMENT FORNIAA:
A+7oI7o1Capmd5lTaIW(I7o) -
uweata 27oC••wm &6kCa4e. Netar FlABdL1At PTtAtosd 0601 0x;„)x���tORCAP.,„„r •ANCHORCAP.o
6118'me MULLION CAP.,,o„�.
And,t Sn6'Eb67/0a6on wEie07Atw4m 3t0'89o7Areo•1 itet3ootltww9 w46 aMSEloo w&8E7oo no6md e7sSbd an7Maet USETHIBFORMULATOOBTAIN THE%UNt4R
A1u5orG6pPeb6trm t A 166wsa1 A96meWw &9w•M 8cwr some" CAPACITY REQUIRE D• HoR
F.d&amowi" P &iR' r s-1rt &ts' r 2.1? r &t7r 3-w r 0.4r w 684P ACTIJAL PRESSURE IT FOR THE
Em8e8sant fsr4' Tarr t-m4• taws -r --t•i44' t-w t w f w t-w r tare• s w pee alle .WHEN IT A)LOWER THAN 71-M MUM
2aradl•s®4TSt•a tOt.rszt•r4mcN9�a are aablw 390 460x8 160 taw•• 7nom 710 SBap Too 60 694 f 06 be 686 CAPACITY(FROMW7AiWCWTHESW=ED
19 Ao18pw@ 22V tI&aGJ81761aog7 (Fip. 76088 10049 66806 tsm US tar>b M01 66086 WA mft MW Beo mt 8YA soft 8406n tt208e MULLION.iTWiL YIFLDAMWBBJMANCHOR
8AoW7me @116'i484G 48t7mdW�I 98083 '1N04 M01 ptA MOt WA 7088 m 061 WA MIA � 130106 UW� 746006 CAPACItYWHICHMAYBEUSEDTOQUAIJFY
4Aaelm @rM9n.QC.7(g23At1pleCtlp079. 7�&• 76006 9006s Imwe 328689 5010 mobs 76886 'N8080 10641 1328 Bs 2361M 667681 84008 172006 ADDITIONAL.ANC;GIDRCWTWPISF�MT1iE
6Aodm @real O.G tplawA�MO796IEa 117089 1170&• 700!06 29088 2ew M• atoms ero 671 W6 1N06, t•X4e 15700, 56660, INon Imfm swilm ANCHOR CAPACITY TABLE.
PRGDU�laitl7llbFl071h
4 AnoOO$ Q46 Mn C1C,t U.CILL ap tre•IWw.�. 100 NBi NG WA MIA MW Iml WA M01 MIA MIA WA N01 115143
7A1m0on @2.�'I QC,/F44}t 3607q 88088 29089 7m 83 478 Bs WA 28006 MIA 31683 083 44008 086 8�6, 4208s IRO Bs Acw NO
IAaMS 118'60.0.C.fRCOD EFL& 4mum 7WWe MIA 867 NIA WA 86089 ►tW' MIA MA Mrn M69 on 8104s liP0its
NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUER AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: FIGURE 3; FK)UAE 4: FIGURES: FIGURE 0: TABLE NOM:
• ° O ° • O O • • O O • • • • • O • • • 11►111111/!t
1)SEE MEET 1 FOR WBTRUCTKIN3 ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON WADING.SEE
SHEETS 2.4 FOR GENERAL WSTALLATm MEN.
o ° ° • o ° ° a • ° ° • • • • • ° • • • ��� 4 VGE6ISF '•.
2)LINEAR WLVOIATKXN BETWEEN MIAL LENGTHS AND0OR OPENING WIDTHS IS ALLOWABLE. 4.0 Xr
58706
3)MULLION AND MULLON GIPS SHOWN ARE NOT TO SCALE.FOR EXACT DAMM004 SEE SHEETS 1 8,20.ALL
FIGURES: FIGURE 6: FIGURE 7. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DMI.ED W THE FAD = � •.�
• • • • FOUJOWUM DME30ONS SHOWN ON SHEETS 18.20
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOOLOWAND GROUT•FtLL.ED .125'
• •
CONCRETE BLOCK UNIT(CMU)SHALL ComFoRM TO ASTm C-80.WOOD SHALL BE IRESStAtE �'� '••!2�ifl?'' (���
TREATED STEE W i
� ) SOUTF�iPINE WITH AN86�0,66.ALAp/WUMSHALL�6083•TB AND�Ai�IBpAiI�.12STF�1(.8TEE1. �' �iiCsS�O'(�L�?•
ANGLEOL� K7YAiES688 MUST BEUSEDINPA� STIESTOBEAMWlMUb1C /tDEygAND 045'T19CK(1800(!QE}BTRUG7lfRAl8TEH TO�ATLEAST.128'THICIf rX�X.14S6!<ALM)N " '� ��1�1�
AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THE BEYOND THE MATEOAL. A LYI1W MIL Lti4 P.E.
FL P E 68705
TABLE 7A
M11Noa Ce T*m Pon)
OpesimAng 1
(w andors)or tlefBht(for 1Ial�f-) �Y
086 win 706 Mb 904 login 12010 Wto 7806 p
R--w- Tapumis. RemaQUia T00frfta R-WASI4w 7b6VTAwtp T tso4r9p9af Ta wwa tstorfQeat 11>Orf. . 1 70WOMI& Tmp7dw& Rem Ttaarfdw•. itCt
-11-i----
134=.778 ttsdba taOmY twat• w7amt Lae®00 t4adY• laadit• lasOb• laamry uaOtg waft Lewft - wamt laaft ! 14ad110 IY8 i
11 1 11 1 1 1 f it 1 l f 1 l 11 11111 if III if 1 $ .
42 b 170.0 eaD 170,0 45 170.0 74 170,0 478 170.0 603 1708 308 170.0 081 170.0 $10 1780 1110 1780 613 170.0 1240 170.0 021 1740 Saes 1704 an 1780 1708 170.0 671 170-0 1083 170-0
371
40 b 170-0 703 170,0 621 1780 300 170.0 309 1780 360 170.0 030 170.0 1139 1780 001 1780 12751170 377 170.0 1417 1780 630 1780 7700 1780 a80 170,0 1087 178.0 000 161.3 2308
1780 am
680261, 170.0 747 170.0 6BS 170.0 808 1780 631 170.0 1010 170-0 301 7T8D 1166 170.0 723 17¢8 1316 R80 747 1780 1401 170.0 713 170.0 1733 170-0 733 1680 1010 1780 760 1338
1010 tm.0 738
891, 1780 707 170.0 312 770.0 888 190.0 031 170.0 1118 170.0 769 170.0 1773 1780 808 170.0 1431 1740 837 1780 108/ 1780 808 iW.a 1708 1780 BOt 187.1 1703 170-0 881 120.0
1708 170-0 301
301, 970.0 886 170.0 701 170.0 1063 170.0 737 170.0 IWO 170-0 373 1780 1417 1780 So 7780 1806 170.0 an 1636 1813 1780 loos 138.8 1818 170.0 1063 111.0 1818 17-00 108:1 07.2
1810 170-0 1383
036 170.0 830 1780 746 170.0 1118 1783 860 170.0 1300 1740 010 170.0 1408 170.0 1016 1087 1612 170-0 1080 741a WR 17Q0 1372 117.6 0862 "m (tae 100.7 ma 937.0 1157 381 1692
m7.9 1167
086 170.0 084 170.0 no 170-0 1t" 1780 881 1780 1309 1780 100'1 1388 1977 1780 1388 147.8 797 1883 1190 1286 1371 tae: 1130 tW.1 1472 iQb 1108 w-0 197 798.0 110{ 883 107 148.0
1100
72 b 170.0 1083 tt0:0 373 170.0 1776 1740 1000 100.3 1370 1882 1101 7370 137-0 7®A W W 117.3 1370 137.8 7086 1068 1313 1788 %we wo "go 117.0 1010 76.4 1370 117.8 1018 88.0 1920
172.6 1071 C7
7810 1780 7172 170.0 081 140-0 1108 1689 Wq 1782 7134 132.0 000 1172 1789 108.7 003 987 1t" 1489 889 we 1131 W7.6 002 74A 1131 W-0 036 89.1 t$4 am Ba 6111 1139 Pd3
808 � IL
704 1381 1121 1780 908 138-0 tYal 747.0 086 157.8 7119 178.8 09 108.8 1179 113.6 881 a" 1129 106 018 83-0 1124 086 egg 692 1120 08.0 no 603 1174 80.3 Bat 613 1178 082
WB �
304 198.7 8" 111.8 760 ,0.1 044 WA 738 773 608 01 710 WA bw 733 771 80.1 844 866 707 SIA 899 61A 889 46.0 808 683 076 388 a44 6" 088 33A 894 O.7
882 Q
1136 80.1 742 o" 4.3 743 708 773 482 880 708 W2 841 687 742 60.8 on 46.6 7tl 81.1 671 44A ?42 488 014 31742 4L 49.8 300 3fA 797 08,3 080 27A 741
08.0 084
1064 39.8 818 033 890 621 608 883 321 44,7 008 48.8 313 So.l 600 41A 60 34A 883 WA 408 31.3 888 $43 492 261 an 286 481 22.3 666 08,0 477 13.8 086
21.7 486 � m
1114 57$ 906 301 608 00 Q66 49.6 996 11.2 608 420 408 98.0 666 38.0 980 328 90.7 573 088 606 US 467 240 163 27.1 467 2" 3% 71A 498 18.0 W
221 441 X
1206 460 470 98A 493 360 476 90.0 426 32.6 476 99.7 470 286 470 268 414 26A pa 2a.8 w9 728 978 21.6 404 lao 476 21.1 Sab WA Nd 187 OW 14.3 476
173 381 0
two 284 330 287 806 220 ago 77.4 aw 160 330 tab 287 08.0 330 V.0 290 X Q
TABLE 76
Nl
AReAwCapasr<y TaLtla(5fe) ANCHOR CAPACITY ADJUSTMENT FWi9�A: �
8dwaaf: 27k BOaCa4 11aBOwplO F•adcmu PTBb10d SIM (DP■o)Xt86ULLXXIC/IP,�,/°ANCHORCW_
AnChw Cip PaUM AacOa 97ffi'Eiw 1,1-0.008 v4•BooilO.70a &wBOO k %Ebe ve3 � i12aw 012sw 9WEoi08am 146fe Wre6 �e
�1C0o A010m47 163aw, A $=mom om Sala amw m) USE T1i18 FORMULA TO STAIN THE
Fateowwa r s•1a r 2-011 2118• r afrr r 7Alr ? atrr ? 44r tL6e 09¢4• CAPACITY CORRESPONDING
Ba0a00wi 1314' 1.YP 1.1x6' 13H' ? 1.1tP 7.08 i-ur +•tw l-w tart ? 3SIH' 1.9•" S030tf AOTUAt'P SBf ITFORT/iE
2 ®4. aGrswm d fa 390m 480m BaBm 08/4108 m 884 .740m 408m 001 id70s 376 420 m OP EMING.WHfNIT15 LOWER THAN THE MULLIO11
4 Amhom 22?MA O&787fdod CAPACITY(FROM THE T�OF THE SELECTED
oolRa Zoom 700m Beam 14mm a62m 0641 SBOm WA emm 1BA aBOm WL BI1m Mg* "was MULLION.IT WILL YELDAM�BNMANCHOR
BAad4•®/.18.1&0 aG r6iw>dO1d 12NpQ�, 86om tm9m alA IBA N81 (OrA TW94 WA NA N31 401 1300m 18a0m 2210m CAPACITY WHICH MAY BE USED TO QLIALFY
4A,r3aa®Sltba aGrN2)2t3A11FaCy0(Rt. TBBm 7a]Om 900m /700m a6m 8mm a30m 738m /080m a3Bm 1378m 2303m o62m Bam Imme ADDITIONAL ANCHOR OPTIONS FROMTHE
6 Auden®YI®1.aG t(gytbAq/a lap glg tri0m n7om W1om x418 be 7810m mum BWm RU i1B1m ip9m 1926 to 3mm omen 128088 i6Wm ANCHOR CAPICiiYTABLE. PROIH)CI'ltBV1SSD
.At1C0m®44618,ac7LLOlq kotwNmft WA WA NBl IBA WA •97 3w 108► 3084 XB1 WA WA WA WA tam mm wtlM fag FHooHtu
1Aade3eO22P Y174R/F4�0¢q, MOm 300m 2tgbe 708m 478m WA 200m WA a16m 0m 460m Om 97Bm am ee0m
4A%cbmQ1.181860C 1F•7mP�1y 4mm 70pm WA WA IBA WA 36Dm WA WA WA WA WA =m 810m n48m Accopman
NOTE.FOR THE OFFS tXfP,USE THE SAME ANCHOR PATTERN AND A 400 VALUES AS THE STAN CUP.
B7
FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4•. FIGURE 8: FIGURE S: TABLE NOTES:
ff• o o ° • o o • • o o • • • • • o • • • 7171t1111///I
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE
SHrE7S 2-0 FOR GENERA(.INSTALLATION McETFtOD8.
o ° ° • o ° o o • ° ° • • • • • ° • • • 406 ................HSF
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS
AND/OR OPENING WIDTHS 15 ALLOWABLE. '
* Na 58705
FIGURE 6 3)MULIJON AND MULL"CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DAIENSIONO,SEE SLEETS 1NL26.ALL
FIGURE
RE 8: FIGURE T M CLIPS MAY NE FACMY MACHINED AND CONTAIN UHF HOLE&HOLES MAY BE DRILLED IN THE FIELD N •)11 '{t/
• • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS -O
• • • I4
4)St10STRATES:CONCRETE SNALL OONWAIN TO AC1301 SPECd LCAT6oPf8.tiro AND GfiDUr FBJ ED '
CONCRETE �X%
• • BLOCK UNIT(CMW SHALL CONFORM TD ASTM 0411 WOOD C9 AIIANNUM_ swuL PEE TREATED lC`
YELLOW
IRtADE33�OW 9S{ GAUGE)•ST S7TEELTO�A LEAST,W THICK�AND A ALL INTO � �''%5,�,�tO1,NA�1�`'•
METAL SMALL EXTEND AT LEAST 3 SCREWTHREAOS BE THE MAT�IL t•X a•X 37S WU1pq A.LYNN I�LER P E
FL P.F_0 587
TABLE 8A
M71I30e Ca Table
Opeata8 Wldtb(for roulo re)or Open (for ) p t 7k7k
as 001. 2010 soft aft MOft
1.2r i 7tOft loft loin 6m � 9 N# &4
TwTm69 6 01
].9918'IC ft 900669 IaNeg 0 <aaB�g �$$Law" L"ft 1960.019 1904fY l0eW+9 laeeap teeeip !200.66 t4eAap loeiq L,.ft
umft
IT
1111 fill 111111111
,s
as 176.o 620 ro.0 44 tmo 744 1780 478 1710 ere 1>ao 666 170.0 " o ne 170.0 1116 170.0 r w" Vic 1•ea Mal 821 a" 74w 170.0 621 vao 1796 lam" am" 161.6 170. 170.0 m �
M1. 120.0 70. 170.0 624 tmo 660 Tme 660 1740 w2 170.0 811 010.0 110.3 120.0 0.1 170.0 1276 120.0 W7 120.0 x17 N0.0 ea 1646 1646 17" 666 t32.T 7618 170.0 660 /t&1 160. /lea
0.6110. 1m.D 747 170.0 120.0 8�6 170.0 at 170.0 loos 120.0 664 170.0 1166 170.0 729 120.0 1316 170.0 747 1W.0 low 170.0 M Mat 1189 170.0 nw 118.9 low 9710 rs 1"4 148 im.0
611. ST0.0 207 1710 812 170.0 8w 170.0 on 1710 1118 120.0 764 170.0 1586 170.0 =3 Sal Mm 176.0 687 5468 1318 1710 BBB 122.9 1878 1780 681 104.0 1878 570.0 881 n.T 9W8 170.0
e31
806 9710 866 1710 Tn tm.o 1683 170.0 7W Me 1186 170.0 W8 11&0 1166 587.1 s0. 729.6 1168 168.8 w 111.2 ila a" 912 927 1166 1446 808 714 1116 144.8 806 88.6 1168 14.08
906
W 1. 1710 &1D 1710 746 780.1 1061 Ino 80. 1972 1 186.8 on 1211 1661 VM0 848 100.7 JOB/ 5928 8W 86.1 1061 126.7 1130 80.1 1881 1M.6 02 80.6 Vat 1111 621 goo 4061 119.1
871
aft 487.1 867 1710 ?a 198.8 s6f 161.0 866 1114 sW 1140 fs0 WL4 OP a" 777 82.8 sw 1128 207 8&8 R 1088 70. 88.8 867 100.0 7w w.7 OR 08.9 74 632 867 818 748
721. 128.7 801 13&2 888 SW.3 801 1162 864 61.8 601 101.0 671 80.4 804 01.4 880 74A SM 64.1 010 80.4 ON 760. 00 as 801 T2a WS 4&0 801 0..9 620 462 801
as 826
a 761. 100.4 722 1144 890 012 FW2 818 A2 w 84.8 008 B&4 722 76.7 = BD.B 722 70.8 so OCT In 8&6 4&8 7� W,8 Wo ,ys,1 722 6&7 686 812 724 682 684
.ii 760. 101-2 466 166.6 800 ek4 a" as 72.9 686 T&6 67! e" on m$ 688 662 888 "s � aas 686 al 668 422 888 619 649 =2 686 st4 W Ste en N,7 69s
get. e&8 in 66.0 47 6" W8 449 47.1 611 60.1 4M 412 616 447 04 386 618 M.8 478 83A 611 37.0 422 226 611 981 419 716 611 616 4W •lfle 611
20./ 4n 860. 643 480 01.6 114 48,3 A.S 9W 8&6 468 410 M 368 463 36A 885 902 469 S&o Sm D2 483 30.4 374 22,6 40 at 966 MA 468 248 980 17-0 46S 7].s
366'- - -l!--[[ -1 - -
Me1. 9&1 368 90.0 376 019 �8 318 272 M 2&4 30 Zoe 986 282 306 211 30. 22.7 901 11.1 90 211.8 900 t&9 886 1&0 MS 9
117 ft 3&1 888 16.6 808 20.3 8,18 9D.1 301 2&1 838 2&1 997 220 338 282 Z98 11.6 996 11.9 201 17.6 881 18t
1201. 27.6 280 769 284 232 280 as 280 199 290 209 20 VA 280 182 2fi1 1&4 20. %4
2w
Y
144 a 181 201 tea 168 Q
TABLE 8B 4
Anchor Taw ) ANCHOR CAPACITY ADJUSTMENT FORMULA-
all
ORMU A
subsusud 2R CaOeaee 36t COaa ItOaorCA6U ANC HOR CAP..on..
�e6cxe PTIN bard ( _)X{ LONCAP.,o=) CAP_
Antl7wCHpPabeo9 AnDOW 3t11rEftotmmem 14 oolan 8t1eamuWti0l U4FEbo 20aem 1IP886b0 61M'ON Ue886w n0ew 026M 612&W
Aslooetd ev tl6wwe A scompoy soae 8m wom USE THIS OBTAIN THE*ANCHOR
Eeye tauaen r 2•vr r 2•t/!' atop• r 241r r Z. 2' 34rsr r 14S ode• x826'
sme08meN 914- taro' 10.06' I-W r the "w Mw tare I-or t-tw r 14w• 1976• 7ee0 ACTIAAL PR FOR TM
2An AVOWS I.I6"1110.o.C./sr6rdab 3to 9s0 460ms eaw aww one Taft 364816 sM WO w /1629 �w 47oft6 500" OPENING.WHEN FF S LOWER THAN THE
641WON
4.02011206®t/6'Yh91G7s1eeA0eCUP $ 460206 moms WA WA ton WA Saw -%W- WA WA WA 0.A new 640206 11299 CAPACITY(FROMTHETAIBLE)OF7 EBELECTED
4Aecros T"QL 1W276A77219 law 780"6 wow "was MM haw wow wA Taw 0869 a zmw =w w /MOW MULLIOILITW8.LYELDAM@ HAkCHM
4 Aodws 14r 690.O.O.I Ua^We trr AGdt WA WA NW WA WA 1981 WA WA WA Mgt wA -WA WA WA 14329 CAPACITY WHICH MAY BE USED TO QUALIFY
1A0000rtt%aNp 9B6w 186
M6 949 449 e?2w 9 taw Snw Home 2909 anew 69tw 1099 taw taw ADDITI(K&ANC tOPTMPROMTIE
2Am1mu t.ts'Mtr1.O.C.7Wp 20.2001 960an MAI WA lsll WA =as WA wA WA Ht97 1411 9289 429601 6atbs ANCHOR CAPACITY TAKE PRODUCTRBYISED
NOTE FOIi 711E OFFSET CJJP.U1SE TFE SAACE ANCHOR PATTERN AND ANCHOR MALUES AS THE STANDARD C2 Y+. o Y1.$abbtlmFl e
FIGURE It FIGURE 2'
TAM 4
• • • � 1- 1 °�
O O • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION By
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOD.
1511I11111l�
FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENM WIDTHS IS ALLOWABLE
ANGLE 3)MULH.ION AND MULLION CLIPS SHOM ARE NOT TO SCALE.FOR E)(ACT DIMENSIONS SEE ]188' `��g�4�:VGEi►sF'':7 �� .
CLIP• • SHEETS 18•x.ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.
• • USED HOLES MAY BE DRUM IN THE FIELD FOLLOWING OBAENSIONS SHOWN ON SHEET$J&M NO.68T05
IN FA RS, 2811 =
4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 3019 SPECIFICATON&HOLLOW AND - 5
FIGUF1E 4: FIGURE& FIGURE& G ROUT-FILLED CONCRETE BLC"UNff aW)SHALLC WOM TOASTM C.9D WOOD 8W1LC �'O a U 3°q u
PRESSURE YELLOW SOUTHERN PINE WITH AN 80 OF O.I .ALUMINUM SHALL BE "�'. C
BE CI�
O • 8a8S-TS AND SE A MIN�C OF-Ur TH IOL STffi.STUDS TO SE AMil UM GRADE 83APO � �,C.
• . A4r THICK(18GAUGM.SM)CTURAL STEM TO BEAT LEAST AWTHICKANDA38.ALL t�'X3te6 1C 2a�6RA1bP1 'i��`
ANC INTO METAL SHALL EXTEND AT LEAST S SCOW THREADS BEYOND THE MATERIAL (I'Iw w ) �i sS1.NO
ON(AL
A.LYNPI` R,PM
FL P."58M
TABLE SA
-ANCHOR OAP._
RN THE-ANCHOR
ESPDI4)NG TO AN
EMBfTT FOR THE
R THAN THE PARIJlNN
OF THE SEI EOTFD
NIMUMANCHOR
3ED TO QUALIFY
NS FROM THE
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4:
• oo O • oo • • oo • • oo
O oe O O oe o O 1001 o0 0 • oo •
0 00 • o 00 0 • • • oo •
FIGURE S: FIGURE&
FIGURE
0 0
T: FIGURE
&
•0
FI URE 9: FIGURE WG
0 0 • o o •
ANGLE CLIP
(FIGURES 5W)
0 0
•0
0 0
0
- o o •
MUST SE USED
eo
00
00
•
oo •
N PAIRS.
TABLE
SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR RNFORAAATION ON LOADING.SEE SHEETS 2.4 FOR
GENERAL INSTALLATION METHODS.
2)LINEAR ItNTE.RPOLATION BETWEEN MULL LENGTHS MOM OPENING WIDTHS IS ALLOWABLE.
3)MULLION AND MULLION CL M SHOWN ARE NOT TO SCALE====SEE DOS,SEE SHEETS W2LL ALL MULLION CUPS MAY
BE FACTORY MAGI AND CONTAIN UNUSED HOLES.HHDIES MAY DROAED N TFE FELD FOLLOWING OM03OKM SHOWN ON
SHEETS IM
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPEWICATIONS.HOLLOW AND GROUTS CONCRETE BLOCK UNIT
(CMU)SHALT.CONFORM TO ASTM C-00 WOOD SHALL BE PRESSU RE-TREAIW YELLOW PINE riRH AN SG OF OM
ALUMINUM OFAW TWA STEEL STUDS TOBE AMN LGRADE33ANDAWTWCK(is
GAUGE}STRUCTURAL STEEL.TO BEAT LEAST.125 THICK AND A31L ALL ANCHORS INTO METAL SHALL EXTE NDATLEAST SSCREW
THREADS BEYOND THE MATERIAL.
rxs•x.ww LioN
.(VIM ft
its it
A4 O
A.CMd�erl Wl P.E
Fl.PEJ 611Q8
TABLE 10A
MuAkm Copulli,Teb18(
SWloltll((or a66(om)97OpeawsHeftlam(arr ram-) �
soil m.1 708 1104 solo 7004 loin $06. twin
wm awr I To•77osp Reclmq 4er T��11- ThINIM ny R Tiap� w-law T R T 77WUW
AkmTube 2 x B x 28 78®70 t gA¢ 7.7860 7002611 t•mgp 72.80 72.10 708199 t4•IWp toe•Ou 600800 Lma1y toaft Loa" iea8w Waft 1.adYY
(oaan11 g 6
Jill 11 1 1
I Jill fill tTIMIN11111111 q111'! IM11111111111111111 1[ 11
424 120 820 ira0 485 170.0 7M tm0 478 tm8 am 1me ee8 970.0 on a" ass 1740 Ht•.mo 821 R09 7810 Tr0.0 Wt Tm0 1400 120 an 170.0 Ins 1740 021 7m0 no 7ra0 671
484 1ra0 700 17820 801 iJ0.0 8o frao 634 ira0 8f@ 970.0 an 1m0 1785 I= 881 Ina 7278 1740 an 9m0 1417 17" eau 170.0 7708 mo 88 1m0 7008 120 Ow 120 2W 170.0 am
60924 1200 747 1789 805 720 808 1700 831 120 7018 1740 Na4 Ira0 1196 ,740 773 Imo 1315 770.0 747 120 1401 770.0 708 770.0 17ip 7740 734 ma 7007 7700 786 1740 7s9t 170.0 788
ah 1740 7W 710 342 Imo esa 7mo of mo 1179 Imo 734 9700 7778 170.0 em =0 1434 MO ear =0 tat 770.0 1168 Imo Ie19 Imo eel tm0 8737 Imo eel 7mo 280 170.0 ea W
Win 1740 6116 129 734 Ina t0a Imo 7W 7mo 12q mo an Imo 1497 170.0 so 7mo 181 Imo 998 Imo 17n 200.0 40.9:1 Vila 272 1700 too 7mo 209 Imo too Imo mss mo loss
min 1740 Via 20 740 Imo 7110 ttao asp mo ssW tm0 e10 Ina 140 ins less me 1W3 170.0 we Imo lea 170.0 7127 Imo - im0 1769 7740 260 Imo 1177 170.0 2W6 IM H71 �
{ ah 120 W4 tra0 789 7740 tie 120 608 1200 188 17020 7007 1740 Malmo 7066 7740 1763 Imo 1168 720 no tm.9 12to tms 2996 Imo 7278 7mo 2n7 770.0 120 1740 3117 7700 1788 -
3�¢1 nb 7mo IONS 120 878 mo ±e 770.0 1009 7m0 1oB a" I= imp I=I 1740 UM tm0 7913 1200 t3i8 mo.Ma 770.0 Wo 7m9 2= MO I 1189 7200 7&6 7Ao 1520 Mo 8W0 ma 7Wb
78N 770.0 7177 040 997 mo 1810 170.0 1060 Tm0 1870 720 I= Imo 178 I me an mo 2019 17020 7421 MO 7719 9740 1808 7740 7897 1740 i8m 7740 8140 1ra8 am =10 8889 Imo 9708
78b 1ra0 ,151 TAO 9W 7200 1981 1740 1118 170.0 tat 1709 120 1m0 182 imp 00 170.0 =2 Imo 1474 12.0 2161 170,0 168 im0 2708 Imo 1700 170.0 9273 Imo 1777 170.0 8888 1740 1798
h
Iwo Ism 7mo 11M 7mo 787 778.0 192 17020 tau 1740 108 178,9 2t'ffi 1740 1889 970.0 288 1200 1708 178.0 788 770.0 1916 770.0 MW 170.0 2170 76441 898 IMO 2278 1888 am 170.0 2101
8Bb tm0 ttt7 1740 7272 Ira0 7700 1740 143{ 7mo S9a 1740 1877 }740 7X20 tm0 778 7mo no 129 an 7mo 7899 M9 2088 1940 8188 170.0 7999 197.7 81911 1548 2TPo 9240 8166 MMLI 2�
116
mail TAO 1M4 OU 118 170.0 1913 7740 ta7 120 2231 170.0 I= MO 2600 MG M W" 278 17020 126 1487 2781 MID 2888 178,8 2767 9W.4 221 108,8 778 M.9 7234 62.7 778 1930 2190
71161 170.0 1896 120 7461 9ra8 1968 1m0 1700 Imo 2780 170.0 1932 tra0 1671 tm0 21M 18.6 2832 787.8 7718 a" 202 1144 7220 118.6 aSi 17920 area W9 2897 718.1 212 88,4 2882 1045
708
1204 /7020 tTn 1709 1609 Tm8 2125 170.0 7859 134.4 7757 18.9 2091 1841 ?262 147.4 721 779.7 2ffie 1772 1888 109.1 281 1%/ 7998 to.t 7742 848 1W4 777 7267 00.9 1880 W.8 722 81.4
1886
tMh 1ffit 168 r18.8 1440 7075 1804 1041 UW6 821 1891 9120 i4W 747 168 8020 t9W 848 lad 728 9979 879 7034 837 Ina 821 188 040 7990 K7 1654 442 198 80.1 168 M4 7X13
� a
20977 boa Cepadtjr T ANCHOR CAPAITY AD.WSTRI EW FORMULA- _
ZlkC 0c os 3-MGM041 11101OWCAINJ FEWCkx1 I PT1Yat4 a" MP-)X -ANCHORCAP-
trrsa er�am• 1JP96eeo •891961 •ns9m 9128992 NWL�I4CJW.oeo,
Amn7clg,Pabe9s A"`0or "'�bO�'00e 1N°�wl•ae. arl9 eaot�m 1fYbotmrmm A4en>o. U13=a ARPIONWISCOwpe GaMpa)8omw(m USE THIS FORMULATOOBTAINTHE ANCHOR
FApe MW=GnN r I 2-im 1 T 1 2.117 3-40 r all! r 2.1w r I 3-9x1` r 443- nee 0.834' CAPACITY REOUIRUr CORRESPONDINGTO AN
E•e t 7.W' 137' 11/4• I-W r 1.719 rife t-4e I-17e VIEW 1-914' r v 1318' sale ACTUAL PRESSURE FOR THE
2209010•®a b.G/8f� 1 ar 9941 460 800 r 834 b %b 468 b Iwb 420017 66'0 OPENING.WHEN IT IS LOWER THAN THE IdlS.l.1�1)
4Awbm a4.sremo.Grsmxuaecnp .mob I AIDb nob 17906 300606 spat 0065 m8b 12006 •a 7786 23846 w sob 17206 CAPACITY TROMTHETABMOFTHESELECTEO
aAaokm.GLm6e.aGltoatarct4n 71806 IWab 101ob 206®6 tier WA 9106 WA 10666 IPA Io1 WA 1886 798040 29106 MULLIOALIT WILL YIELD A MINIMUM ANCHOR
4 Aaalrxa®rim aarW216Ard.cab. =ad man mom Iwo 63 =86 sob 6806 PVJi 7606 96696 1106 2346 ae2b 806 ttob CAPACITY WHICH MAYBE USEDTO QIAAUFY
e AtWwt r18.0.G/ 220 p11a� 7806 1886 1a60b 517086 37976 WOM 17206 WA I820b 1W2b 97806 0796 Ia4b 18806 P210b ADDITID9IAL ANCFgR GPiUXdS FROMTHE
t2 Anohm�l.S Yin aG/W216 AOp'♦glpt 0'19 18606 2100b 1MOb 31806. WA WA 15206 WA Meb WA WA WA 18ab 2206 sob ANCHOR CAPACITY TABLE. PRODUCTRWISED
4 Aocrmn Ise Yba QGJUOyt looiWAka42 WA WA WA kYA WA wk 11uA 6420 WA IVA I" 7820 WA WA 16976 aoop�1y208t,1�tY•F70Tldx
•AOrAmt 010P tb QGJLLWAba01A'AOau Q7p, DYA Ni\ tiU WA WA WA 71/20 1420 WA WA IxA WA N!A 001 mat h---2008'-+1 �
2Aaama�496•i9n,O.G/F4Rp gAQ, 9906 9906 4606 9006 16206 77010 2096 246 74060 486 Gnaw 7�6 926 4206 noun � �b1
42080780 1.7r t0a 0.Gl 1 690 700 8066 'sons 6x0 x720 426 1 WA I aaaftl wAiwal {911 lemma Mao 11206 �.
t�aL
FIGURE 1: FIGURE 2: FKAM 3: FIGURE 4. FIGURE 8: Fx3164E tb FIGURE 78: FIGURE 11: TABLE NOTE&
• 00 O • 00 ♦ ♦ 00 • 00 • O• ee 00 00
0 0 0 0 0 0 0 o O o 0 0 • o a • •e ••
L. .0. L. -O 1)BEE BLIEE71 FOR BLSTRIlCTIONS OAI USLNO THE TABLES AND SHEET 71 FOR B�MAT�i ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION META2)LINEAR INTERPOLATION
BETWEEN MULL LENGTHS AIDIOR�diNG W DTHS ISALLOWASLE. Hp,668705
3)MULLXB4 AND MUTAJON CLIP$SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS•SEE SHEETS 1&2G.I o o o o THE FOLLOWING� I LNIN SHEETS 1&',�. HOLES.
MAY p�lEp ` Q.
FxiURE rx FI3laiE e: FIGURE 7: 4)IN SUBSTRATES:CONCRETE SHALL OUNIVIRM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT+U.EO ��:• �it :• L
Ell] • t� Ct ETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE TREAT® i O '•. _1
YELLOW SOUTF�I P06 WITH AN SG OF 71.68.ALL WYa SHALL BE 8089-TILAND BE A MINSIUM OF.tom F ?•e-7) THK3C8TE9.sTl�BTOBEaMBdSGA6GtADE�JU�,IGffi'THIY((tSGAUGE).STRUCTTJAAL87ff
i.To •&UWBE BEATLEAST-128•TWAANDAB&ALLANCHORSNTOMET1LLSHLLLEXTENDATLEAST3SCREW ' ONAL UN THREADS BEYOND THE MATE' IAL. 2 x r x 2r A LYt�J R P.E.MULLION FL
P.EB 68705
TABLE 11A
MuMan Capacky Table t q
Opook9Wkim(for rmwwA"6� )orOPautnHHotkt(br OWN=) Idle,
�4
son 804 Tob 804 soft 106(0 t2 0b VA In ISO to
O Wr upou 's. Re61Ytp(Nr Twp(tlap, 1i1S/IOer4p > > Tep7fMp. Wi;-f p.
128`Y 2.11' L-ft 1e4Qrp W+BnO Iaa9iY L4Mep L=ft tubb➢ Lo9dle9 LovZrp t/9any I temp 1e1a7rp 1eeM9 S p a
An"Alm I I 741*6 No fill I I I h 1 11 1 1& 1 1 a all i 1 11,
fill 111111 h I fill I I I I
Q 13
s".21 670 187.0 478 am I Me 1468 4% 10W 618 1958 410 90.1 628 me 4" 801 678 194.1 Ht 721 � 1541 /11 00.1 608 iS41 411 81a 628 641.1 411 46.1 678 t941 411
4613 808 409 108.0 a,II 60.6 40:1 047 Z7b 80.0 40 88A 92D B0./ 403 BtA 817 627 40e 71L1 815 48.3 4m 768 SM 40.8 403 76,8 814 80.6 400 TSB 314 302
403 788 3N
60828 b B2S 3B7 01.0 801 MB 302 703 101 6S8 382 TLB 780 61.6 887 W-2 100 16.7 582 04.8 281 412 362 888 283 .2 382 SX. 788 201 882 888 185 T67 882
886 263
N b Q8 318 74.1 187 686 818 84.Z 2d1 4S6 818 67.7 768 421 318 89A 268 97.7 II18 m8 261 US 310 4U 240 78.8 8111 421 208 262 818 49.1 218 212 818
421 210
60i0 49.6 268 03.1 219 412 298 40.7 714 363 258 40.7 210 80.8 468 872 107 77.6 268 3LS 206 20.7 2718 SSA Tai 208 268 822 101 17.7 2m 222 901 168
268 922
U,,, {OjU.j t0
m 4 427 981 16.8 90.9 280 90.1 196 90.6 234 947 102 28.7 234 8f8 189 23:7 984 26.4 188 21.4 294 ZSO 186 178 234 2M 183 16.8 294 2L& 188 13.4
291 M6 So
BBb 872 213 80.4 t8II 81.0 Zia S27 1>0 26.6 ZID Z.e 179 292 718 Z78 973 26.8 918 8<.7 170 188 918 �7 188 1S6 218 •122 164 18.3 2:18 4Z0 188 118
20 120 188
720 me 178 861 186 2L9 170 26.6 169 704 179 728 10 17A in 262 147 169 179 18.7 116 � .
7813 26.3 181 2S/ 100 70.8 181 21.5 1� 17A 181 ffi0 736 t62 181 17.0 t93
7813 226 162 29.6 188 108 1� t9.0 181 tflt tOS 77.6 1� 'LS
10
Am*or T"aw ABHOR CAPACITY A0.t WNIENT FORMULA '-
27Y C°mrob om F®W cmu PT OW" (DP)X °ANCHOR CAP°
AnCtOmew
COP Patler110 Ae002t B/tC FJoo 19dbee w Flm IAfamn BItO'�°e 5/19"67muwama w Doe 17YBmD ffl%� 017 8bM SM Mw1
°02e 17eYp Im Sa4w s wr(m USE THIS FORMI nA TO OBTAIN THE ANt 8aoe 0bmraeBe r 7.112' r au: a17C r Z-1!l r 9.1P1' OA8'
oat• tL92r CAPACITY REQIIREW Ct IDINCi TO AN
v. taw• Tarr lap• tarn ?' 1 w ' tarB' tsar oeb ACTUAL PRESSURE RE�IIiEOfftJ1 M TW a
4 M®on S 800. -C./ 2x6 t 7m Os 7mb 8mm1 1680 1>W6 9/OOi 6YA 7m04 l64 BBO roe 2984Op 889 B. 910®a 137 OPENING.WHEN IT IN LOiMER THAN THE
mw.Lm m 'G Z
CAPACITY(FR0t16 THE TABLE)OF THE SELECTED
W LIEN.
MRWILYELDAM1NWMANt t
CAPACITY WHICH MAY BE USED 70 QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE L1 A
ANCHOR CAPAL3TYTABLL
TABLE
SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFURMATIOI ON LOADING.
SEE SFI:ETS 2-4 Fit GENERAL INSTALIATIDN 9AE7'HfOD3. �•�-f:288•� PRODUCT RTLYtSBD
aac�tykBvd16666F
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE Bs �
FIGURE 1: /Ie06
. . 3)MULLION AND MULLWN CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT OINSIOt 6S.SEE SHEETS 1821.
ALL MIALM CLIPS NAY BE FACTORY NAND AND CONTAIN UNUSED HOLES,HOLESMAY SE MUM 04
THE FIELD FOLLDWING DONS SHiOWN ON SHEETS 18•x.
ANGLE CLOP MUST BE USED IN PAID. 1111 t......
4)SUBSTRATES:CONCRETE SHALL CONFORM TO Ad 301 SPECWMAT�)S,HOLLOW AND Gi�1T-FILLED ur Y �
CONCRETE BLOCK UNIT(0"SHALL OONFQRM'TO ASTM C-.WOOD OWL BE PRESSURE-TREATED
YELLOW SOUTHERN PINE WITH AN SG OF O.b6.ALUMINUM SHALL 13E T6 AND BE A MINUM OF.12b• T `.�a4�':�CEN8�c'• ��
THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND.846'TFICK(18GAUGn STRUCTURAL STEEL ToBEAT 128 X217•X.til?6AIAUGHI � Q' i6
LEAST.126'THIOI(AND AS&ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND OAITEfRAL FI4 blAttON) �*f 68706
THE MATERIAL f"
0 OF
�TORLDH':
No
A L;U P.E
FLPE�6117QB
TABLE 12A
Mufta Capacilit Table g�
0 p•d69 VA ft 00FVWka ring nsk1106) HaiBM(far►arb�y spamv+g somata) a'��
ton aoa ma BDb boa teas 12aa tma tea .
RLawma TaplSlsp TmyTela•, lgpr7dwp T TN#Tde6p. TNy70.0 I�afaP046r 'BNyfdap T�P77d•0
3.26"30 L-ft La9•i• Iar2n9 Loa6a twmip Laos• Loofas I... Lam" L-ft loDOYp lae7/19 L•emlp � �Y
DEG.AL
BAYMULL
1 J f if N
4sn V"-=D 17ao os Imo 740 Imol am tmo eee tmo 5w 170.0 W2 tmo 819 t7no is tmo m0. ttoo uo 1780 eat tm0 548s t7o$ 821 tmo 17ea limit 871 tffi1 I7m tmo an
40n tmo 70S I7no 591 170.0 e6o t7n0 660 Imo 910. 1700 sea VU tits 1708 081 1m0 W5 tmo aI tmo tat? imo no tw.2 I= Imo 6w =6 wM ttn0 6w tta2 1622 tmo ow
saeaaa 1700 7O tm$ 683 tmA B66 tm0 681 Imo 100 Imo 684 Imo ties Imo 773 17ao tam Imo 747 tall taw tm0 'm8 tees tom tm0 Tae 1tts lam imo 788 faze sm tm0 788
548 tmo m 1m0 617 Imo S58 Imo eal tma t1M Imo 784 17" 7178 tma wS tM4 I= M6 O37 14" 1341 Ma 850 lens 1363 1780 8Bt 1031 m im0 sat ens lass tmo an g
sea 7m0 886 imD 701 170.0 tOB3 /7Q0 7W iW.O 77m im0 878 140.1 1216 1m0 9N 1285 1218 u" 896 1t4S am 1121 020 WA r.4
S13 838 1LI8 N8t 91.1 79.1 II18 4m.1 SM
03a 1m0 Sea 1708 re Imo 11te MO me 102 11w Mil SW IMA 1180 Mao 9N 1188 1Mo 141.9 61M 505.1 Itw 1812 90 Wa I= W1 741 UN 1232 WO au Ilea 1782 W0 Bea tm.0 W4 I70.0 768
169.4 tom 786.0 Bet 180.0 1018 140.8 W4 11A3 1808 1311 00 MI$ 190 1234 Sea 91A Iow tta8 1190 782 I m 675 68..1 tom 1582 618 571 100 7982 810 72M Ms IMO N7S 70► 1tt4 699
1780 748 1w$ eB0 770.0 791 630 6w WU 772 762 Sea DU 712 m4 880 882 709 SU eea = OU Sw 788 088 440 880 m4 Bea
708 itB.7 7B0 1241 BSD 56.8 780 1966 Wa 868 79D 938 688 748 78D ts$ 662 am 7B0 I" Bm 5" m0 71.7 820 428 TSO 621 BM 97.4 790 878 817 SW *.i .- aN
mi 760 86.9 896 6s.2 7w "t 021 818 lea 70.8 012 NA 760 S6.7 ow 462 760 sm as 780 ma m 84.8 7m a" Bea �••LLL
so in Tat 863 74A w0 4M 878 858 848 447 588 188 am a@t 883 844 488 981 sea 4na sea m.o 6as 9a2 462 26.6 689 S33 40 728 { 81,0 lm m
`dZ
880. ea,1 4S8 81.1 489 4ss a2a 10.8 477 321 498 90.5 421 330 488 88.9 810 747 am 36.2 me 210 486 241 800 213 49b 79.8 w4 /6,a 498 280 880
tOBn 41.7 391 47$ SS6 S46 2L$ 8St 31.1 342 JIM 891 77$ 997 2M 801 2ta ]3= 20.6 3B7 US 978 17.4 311 1" 871 1"344 9m 8S2 Sea 990 9.6 3m
280 3ffi 280 970 18A 32D 21.1 SAD 710 tn7 870 20,5 317 18.0 3m 181 3B0 Y
1208 =4 W 3" 2BS 243 9tt 78.0 2N 21.7 917 726 2B0 180 S17 tae a8 iB.S Stt ttA
14tn 17.8 720 ttA 7W Q
TABLE 12B
a
ANCHOR CAPACITY ADJUSTMENT FORM ULA-
AgdmrCOpaeftT Tabl9 ptm) //ANCHOR CAP�...m
17k Cof�e 9.&CaN:. la86• FEW(AO! P7 Otetm LDP, )x ANC HOR CAP.-
IN C/p� �a
Aw,hw C9p Pabm A�at 310'Boo Ukm= sw an twAlm 870'�teaeme 174 6m LMie4m VC 888m Bm&W Elao uses Elw NS Baal #a StW •12 sm USE THIS FORMULA TO OBTAIN THE'ANCHOR
A m VW A9ID6�a1 -%I Bow• -V-) CAPACITYREQUOtEp'CORRESPONDING TO AN
Edge tlfaam" r 2-ur r 417r star r 2-iG.° r avr z atle• r aaC a6C 0.820 ACTUAL FE 69ENTFCNt THE
E.oOadmeDt tarn Lela' t47s• tscC r t-ttC 1-1JC 1-176' i-ttC t-178 1-W r Rasa• tam• ame OPEt110NG. N rt is LOWER THAN THE MIe.1.KNt
7ammo3{3s99no rM24 aeale6 4w 06 wosa6 t7wON 2mm6 ms 7m 4B60e A1s tt62 szD6x m3 CAPACITY(FROAATHETAOFTHESELECTL�
4AoM=Q&8w20.C.7C7)?kBAg*ak n- Twee 1ea06 7w 8r M700N 281886 6m1A6 awths WA t1200N 8BBn6 6w Poe 238ta6 86786 a908ro 1129 M6 CAPACItY(FRO1.TELD BLE)OFTANl�R
6Aoeho•®27r 108 O.C./W266 (7Ip6 ttin®9 tCJOmt 9N O3 ?206N 2784 M6 8191 Bm0• 3YA FMB WA iSM86 WA W8b 17ea 1Bw� CAPACITY WHICH MAY BE USED TO
CAIALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE 1: A CAPACITY TABLE
TABLE NOTES: 18
• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR WORMATION ON LOADING
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �
FIG URE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS MOOR OPENING WIDTHS 6 ALLOWABLE LIt I11!!►////
3)MULLION AND MULLION MAPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIOW SEE SHEETS 1&20. •12V ♦ i
• • • • ALL.MULLION CLIP$MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRUM W ♦`♦.j.�• ��i
30' �`��; `7OENAr
THE FEW FOLLOWING DII�NSO»i8 S!{gfiN ON SHEETS 1&�. 1
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND GROUT-FLLLED *t Na 58705
FIGURE 3: CONCRETE BLOCK UNIT(C MU)SHALL CNN TO ASTM C-W WOW SHALL BE PRESSURE-TREATED
• • • • YELLOW SOUTHERN F WITH AN SG OF 0.86.ALUMINUM 8FWLL 13E 6003-TG AND BE AA 6
. CF1STHKI STEEL STUDS TO AMB[AJM GRADE S3 AND 05THICK(180AUGE}SiRUCT1BAtS AT EL70 BE
LEAST'Ur THICK AND ASS.ALL ANCHORS 8970METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND %Q STALE
• • THE MATERIAL �i��'• tZORlt : U�
ANGLE CLIP(FIGURES 13)MUST HE USED IN PAIRS. ,S�ONAL�0
.`
A.LYNN M1Ltt8t P.E.
FL P.E.#68705
TABLE 13A_ _
MW6ba Tattle
50 in �b Gpenbg M01(br saRO9s)4sOp*nko t9i8ht(for +r6®m6) 3
ebm fob min into twb loolm
FmU4a�ol TwpfdrY
9.7b°45 �aaa�i md WMM4 Rsowodw I TWwT*w tW.,. R T
toaai a loe•1D taa•ti6 Lm6p heft 1auf9 Looft Loaft Lft ► 1m�0 I�Yg �k4
BAYNfsJll � _ a � I 1 jig 11- 1 - �
fill
fill ' P .
42b 1760 8o TM0 486 7760 7164 1700 478 47a0 BBB 170-0 016 77a0 I 982 {700 no 00.D 1118 1ra0 621 W 970.0 17x0 821 770.0 1488 170.0 671 fra0 7736 040 671 180.3 tot 060 621
�
Mb 1700 708 770.0 dal 1700 800 1700 881 1760 817 7760 830 7700 1193 170.0 667 1ra0 1276 174D 877 BBD 1403 1857 170,0 OBD 1728 180 1700 080 60676b 170.0 >47 1760 d83 170.0
BBB 170-0 0 884 0 7186 1740 17 7848 170-0 79 770-0 768 147.7 1862 1ra0 708 1261 1662 770-0 788 710.4 1867 7700 768 eg
61b /ra0 7W 1700 812 iraB 866 170.0 BBI 9ra0 1118 1740 760 170.0 1276 7740 808 1740 1.64 7760 ON 1862 us 1760 808 1283 1406 170-0 887 1ffi9 1468 '60.0 881 WA 1445 1760 891
LU
80m 170.0 086 1700 701 1760 7061 1760 7W 970.0 f240 170,0 e78 1W.1 go 1700 044 1817 1908 7760 998 1287 1300 1838 1104 101.8 1308 187.1 882 800 13W 11.1 982 7" 1808 707.7 992
88b 7740-!!L 1740 7M 1rao 1718 1700 800 iB29 166 mo 840 1428 7297 ma X68 988.7 tab 782.0 BK 7t4A 126 144.8 ON Sao 1877 =2 SM 81A U =U 986 71.3 726 t96J BBB ,�•
BBb 1700 94 1760 70 1700 1188 1760 903 1M.4 1180 1867 988 1760 719D 147-0 808 116.4 1180 1388 928 1018 1188 fi.4 914 860 1180 1116 886 741 10 110.1 BW 068 1180 1741 803
72b 101.8 40m 700.0 W7 1317 Iolo we 869 1104 1010 1271 Be 101.0 Low 114.7 8i Ba6 1070 1068 617 Bab 1070 98A OR 0.3 1010 90A 786 547 1010 8.8 79D 60.6 1010 W.7 788
n 78m 197.4 BOB 1468 72 114.6 908 1220 776 e11 908 1W.7 781 868 006 082 74e 713 900 882 738 617 000 a" 778 W1 808 747 710 40.1 908 711 710 me 008 Tao 708
i 78m t?7.7 801 132-0 764 106-0 681 1126 780 BaB 660 918 726 784 861 S16 713 7&8 887 S1A 708 880 067 78A 080 W.0 861 811 OBt 48.4 861 00.0 078 987 889
617 872
YOb 627 810 86.4 074 019 848 721 884 6a1 818 8211 661 61.7 810 08.1 806 46D as 668 w 414 6M 0.0 We 3U so 41.0 BIB i8 8M 382 811 280 848 816 6N
I w
BOb 882 688 70,1 OOS dab BBB 8A1 498 41), II88 01.4 481 428 606 468 489 97:0 688 41.4 478 90.1 888 911 00 WA 688 314 .168 243 68S 80A ,� 219 880
217 46
108b 47.8 449 480 408 369 449 411 999 Sl2 4M 867 817 i0 440 91.7 80 286 448 Z8.8 8M2 719 498 217 877 20.0 448 727 888 0.1 4q m. 861 MO 449 119
988
11th 44.1 478 460 386 818 e?8 97A 979 81A 426 an 878 27.9 126 78,1 30 298 105 282 80 27.1 425 20 968 114 476 387 960 968 478 ffi8 3W
/70b 3" 980 968 an 28.1 381 7DA 348 24.9 364 268 M 71.8 384 728 317 MA 8B4 2a8 318 0A 881 18.7 908
1M b 2062 19 204 $18 18A 789 17.1 290
rAeLE 130
Aae6•rC9 Tald9(bas) ANCHOR CAPACITY AD.NUST0 M FORMULA-
2-A a�Coba, fbBwrpgl F•edfJ61 FItYOO• b -)XrANC1�ORCAP.,v�\vANCHORCAF_
3fW 60 MUMM w 71:0 Ubno w SS Ebo&W Boo w88 Boo 8T881M1 10.870-0 8f28iae7 USE 7T1LR FOIGCrXA 70087-064 THE%1NC}IOR ACTUAL PRESSI IRS
Anag101. efB'B4o16nrA0 W EbO IAOaoi ummom A99PBB9(01 itiwo A S4a60 1 seas saw(es) WAG"RE ' TORN
r 6711 r zvz sw r t 1l2" r 2• r s1HI' r a4a adf' O.W4'
114' 138- 73N' 1.94' r 7-w 1-w 7•w t-w 1•w 1-w r t me' 7.318' (see rob rt �IS LOWER THAN 2 ./W i.Lfo*
380 380106 416 890 1700®9 N41 7 426 rob CAPACITY(FIiOA THE T
AQWMsiarmm .0.16 USAgjvaps ft3) 1166 780Po0 786108 to01b8 26260• solos 6i B9 *A Toots 038ms 680106 2861Mts 811780 840IDe 111006 MULLION.ITWILLY�.DAAE
UN O ANCIOR
TED
8Ag6bq 27TMIn0.0.1 206AOple Imms 1t70b6 988taO ?tiWEe 2116» WA 69@Ib0 D0A '105BDi0 80A 1Si08 tlu 978®1 721 b9 181161 CAPACrtYWHK*tMELDAMI IMMANALO11
ADDRION
1ANCHOROPTIONSFROMTHE
FIGURE t: ANCHOR CAPACITY TABLE. PRODUCTREVIS10
�11eFlaida
I BBLE NOTES: as
• f°
RWIdWS
t)SEE SHEEP 1 FOR INSTRUCT�NB CN USING THE TABLES AND SHEET 72 FOR INFORA6AT�N ON LOADING.
SEE 8hEET8 2 4 FOR GEPIERAL I�TALLAftON METk
FIGURE 2 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AMA OPENING wunis IS ALLOWABLE.
71111117
3)MULLION ARID MIALM CLIPS SHOWN ARE NOT 70 SCALE.FOR 0=T Dom.SEE SHEETS 78-?A � LYNN ,
BY
• • • • ALL Ad1AU0Id CLIPS MAY FACTORY MACHINED AND CONTAIN IRKED HOLES HC1 E8 MAY BE l IN 126` ���,j,0��••
Tiff FIELD FOLLOWING DIMENSIONS 8HO WI4 CNU SHEETS 18.21L 46'
4)SUBSTRATES:CONCRETE SHALL CONFOFG7 TO ACI 3018PECIF7CAi�fIS.HOLLOW,AND GROUT•FaLEO S. �'1[•' ft.68705
FIGURE 3: CONCRETE BLOCK UNIT(CM U)SHALL CONFORM TO ASTM C40 WOOD SHALL BE PRESSURE-TREATED
•
YELLOW SOUTHERN FINE P91Te WITH AN SG OF 0.66.ALUMINUM SFNAU.BE 6083.76 AND 13E A tN6VINAt OF.YtB•
THICK.STEEL STUDS 70 BE A MINIMUM G LADE 33 AND.046'THICK(1S GAUGE).STRUCTURAL STEEL TO BE AT _
LEAST.126'THICK AND AX ALL tit 91771.1
• THE MATERIAL. ANCHORS METAL SHALL EXTENDAT LEAST 3 SCREW THREADS;BEYOND 45'BAY
•
MULLION ...10Rt...lo
ANGLE(3.�(FIGURES 1-3)MUST EE USED IN PAO�S. • S,S'IOWAV.
A.LYN�7iMjjjd P.E.
FL P.Ex 118706
-1 1.000• ,.m• �-- I-,.0�•-� flail
.12• .12.
g4
- '.126' ,
11 i 37.125' 2.750 2.760` 125' 31 .126• 3/air tiY
2.000• 2.000• .126•
.286' 2� 0
-.126' .128• .
r i 375• 6TH° r o
1 _ 1 1 sw
r X 2•X.126'MUWON rX2'X.376 MULLION 1'X2.7b•X.9 WMULWN rX2.7b'X.BbO'6NWON 1•X&128'X.vmuLLON 12S'x&MrX.2Wk ULUON 12rx2.1r X.Ur Ma11DN 0: -
0063T8 ALUM. 6063-T6 ALUK 6463-TEAL AA
MECTION "ECTION X-SECTION 80-SECTILLAA. 806SECTION 608SECTI N 6 -SECTION
X�T,DI4 X-SECItON X.SECiFDPt Tai
r f I �.� TABLE A �
In
o
II aoalTelLLUM Dimension dakw(in) ForIHWUorc
I STANDARD CLIP I X.9ECTWN
2.000'
0063-TO ALUM I 21 8063TBLLALLIII. A 1.825
X S 2000" X B 2884
I I rxrx.125^
.its• .126' c OA95 r
O Q740 IWM Mumm Q
E AW MBs. Z
f 126'r� A 1.125
B 2404 1'X2'x.376° S2
5500' CDT NERE TO- I mt
_.376' C M5 Akm*
CREATE FCUP.WE I MIN. 5• O a48D Tube .Q
MIN. -DEI'AL f.Sdtffr .396'MIN. .976'HdIN.
UCLp E 0.450 D.
O 8063.76 ALUK _
MN._�,1 1 A A i E IMDFORALL/•X2•RND A A 1.878
O.C. �l 1•X 276'M!L!Nq 3.000 r X278°X c 0787 .378
0.311 0.226•TYP. SAW MIL O 1.118 Tube 6 uw-
STANDARD CLIP M ANGLE CLP E .4M ML
608378 ALLU
P
TOPVEW TO y� A 1.312
B &DOD 1°X276°X c 0.478 AV
606;1-TeM. TABLE B D I 0.838
1'X3.128•X.600' Per parts E 4806661 Ts016MUMM PROD=RSVVMD
375' A IL ONLY.SFPEEIS 61st D�ndon(She @t>� es aalepdyh�aNibt6eFfW>da
.3375" � MW. E ToPai muuwn SLL CUP 09MCOP U-UP An&CUp A 2000 N4- Il,
1°X r X.121rM 88805 X8'1136 �1118M OMM43M 88881166 B 2.837 1'X 3.128'X
Q 1°X 2 X.375*(8) 88I3I M 8881/466 8881'11616 �t44M 888512A6 c 0.883 .500°A61m
_Q Tide@ MUD O.C. ry �, � 1°X278"X.375°(7} 88807 �11�11 �11�DA 88824666 B88e'it�l D 1.137 E ASOVA 0312• 938'MW 1'X275"X.850(8)
88808 88811SM SM121M 068246M 88851466 A 2825 �� �1`i-..... 7,
i
` UCLP 1°X 3.120 X.500° 856" 6011186 1114M 008242M eMj5M
f 8063TeALUM. B 3281 1.25°X3.188° �}CENSt' .,
1.�X&168'x.285' �•�
1 x3155'x 2�n� �a1M as51117M X111361 easaalM 56�1�6 c 0580 x °Alien
1Ue t ONLY.atcgr I, Tidm Mu8 I = * No.58706
TOPVIEW I2rX21rX.128°(15)I 88970 WA WA WA I 688617M 1 D 1.782
i E .450 Min a
OFFSET CIp •125• i NOTES: 1.W X211 gip' 1 �E '4
6003-T8 ALLJK A 1.813 .121•Alien O '•2
Thy .740• 1)ALL MULLION CLPS MAY BE FACTORY MACHINED AND CONTAIN MAIM HOLES.IF NEEDED. - -i��'•............PCORiD :'('ry��
HOLES MAY BE DRILLED IN THE FIELD FOLLOWING BLS fliY@H ON no SHEET TWO Midi ��77`SSI �x`.
7 tON�At.
2)SEE SHEETS Z4 FOR GENERAL INSTALLATION W[HODS. A.LYNW P.E.
FL PE S 68706
tow 1.000.
.,26-
�- 4
4.00 12r•
I
0' 4.000' 2.00U'
-.126• -.126• 2.000'
.126• .12V
I t Oil
'
Cn
STANDARDCUP .126' U-CLP 2xbANaiLECLP
f.tom'
600346 ALUM. �T8ALUNL XBANGLECLI
1 _ .376' XSECTWM X�CIIOH X 8ALU
..
1"X 4•X.726° t•X 4 x.376• T _6" 0)
-SEC VAAIJON
IO MULLION CREATE F XP.SEE 0'
80B3T�8�. 6083-TO� .376° 3.'128•--� CRa_ATe Fc1�.SEE ' �`-M6�L
2.661'._ MIN. WTALF.SHEET4 N
Q7FV p}7��e.3tr © ° 0 31r MILL 60'30•SAY MULLI 271'MK O.0
8083-TX TO A' (BAY MULLS)
3A0•Met O.C. Q
Ga•m'- �-.881•-I STANDAROCUP ucLP MWANGWCLP
80&478 ALUM 61103-78 ALUM.
8063°78 ALUtL
�3A TOPMEW USED FOR ALL r TDPYEw
1.87! I 1� T it TABLE c
6.600• �{
376' _ I 376, Oiffletuloat Vahn(lA) For ftdtk a;
UK ! F 3687 1"X4 X.12b"
t
72s•- 1 d- G 1.WD Akm*un
qt,. t.t6• (1 I H 2A0 Tube MuMan
O.0 091! F 3.187 1"X4°X.376• tLowlet FLorkla
45'SAY MULLION
8093.78 ALUPA 3. 2. • G 0.757 AbAvd a m
X-SECTIM I I H 3.� H 2.430 Tube Mufti
Q Q F 2.813 Be,Lu �
0 Q F 2.878 Bey!M�
.r2e•�I-��t•-I ttlllll/
I
.126° G TABLE D .`��oN.LYNN'�j ���i
740' MW Dimension PGT Pert>8
( t0) 1imcm SUL Cup 011bet t4C1ip Angle CUP k W.56705
NOTES.* 604-eALtt►1. 1"X4 XA2r(1% 88384 898111M 8881122M 868Z41M 888518// = (,� '�
9)ALL MULLION CUPS MAY�FACTORY MACHWED AND 'r0!>tiltW 1"X4'X.376"(11) 68610 M112M x'112361 666242M 86859!81 �� t a (� .:.W`
CONTA64 tmtUSED hiIXEB.tF NEEDED.HOLES MAY DRB.IF.D N 00` Ft�60�::
SO f7>:amove) 88849 WA WA WA 68851101/
THEFU3DFIXI�MU4pDYlONgQiVFN�ITHL48HEET. ��•
— -- - _ 45 Degree(17) 69666 WA Wi► WA 688511tH ��!.`SS.ONA4
2)SEE s1U ETS 2-4 FOR GENERAL MTAUATWN MEIHODS. A LY1fiN`tf�l
FL P"687
TABLE E
Mal Dimension PGT Part# f fill
(sheet'" HWtbn Std.Clip "lp Angle alp I "��' .125 I •1�"12V
rX4°X.2W(,3) 88808 88828tH I 688271M mail= g$j �
rXtrX2F(14) 88804 1 888282M I 888Z72M moll 3H I ' STANDARD CLIP � 1 IiCLW IL603-TOAUJAL 2X6AlXRECLP ss
S• LOW I H&4X y 11 I 8083-TX T8 zap° xsECnon
1)ALL MULLION CUPS MAY BE FACTORY MACH04ED 1 .12r 1 1�Ae CONTAIN UNUSED HOLES P NEEDED HOLES L I
,w
j .
MAY DRILLED IN THE FIELD FOLLOWNG
OlMEASIONS GIVEN ON TW SHEET. (�,.4tXw'---I T
2)SEE SHEETS 2-4 FOR GENERAL.NSTALIATION 6.600•
METHODS. CUT HERETO iL"
.37fi•
4.000' 1.x16• I .37 5 1 r tA84
Z W SE OETApF. 3.00 . C MN. _S,.4 M 02W .376,
0-7
O
z
a31
MN.O.0 O.G 8
2'X4•XZS �. _ -- -- 3.438' F i
MULLION 0312' •-
6063-T6 ALUM. 3.4178'
XN
O 1 �AtQi. � Z
Y
250
2820' `- 837 M04 O.C.
STANDARD CLIP 0
60113-79 Al 11M � E
TOPMEW CLIP
USED FOR rXf
wLOom
13
TOPVIEy Ll.37W 3• CUHERETO
CREATE F4XW. ate, 6.000'---
SM WrAIL R.
r- E4 HDI. ozmr 3'000'
.376
1
1.716• 1.394• ' 0.31r •
MN.OC. O.C. I PRODIJI47TREVISED
O 1600 Is Naetd�
No
6.488' -- `�------
6.46
r x
MULLION
w x 2 L 5, I 0 1 0 ... 4v /i
6%3-TBALLM `���'t�•• p£N8F• /iii
O�T
XSECTtON ,•
O 1 1 k *' N0.bola
�_ --- O MIN.
t(
837 HIN O.0
or
0 0.
STSTANDARD t>CLIP
6063-TO ALLIM.
6064TSALLDL 2X6 ANGLE CLIP ///�a�Q'•••.••
TOP VMN mFogrxr 0053•TSALLK !!j
'py t4 TOPVIEW 0.LYMI ' P.B
fL P.E.#188708
EXAMPLE 1:SINE VERTICAL MULLION
IbANf'MpG$
W MFm
miuttan
tEl'g71f
3r—:2
!WANGIO�W M�7�W SILT.
— wmTH
F~LE 2-MULTIPLE MUUJONS
ORALl618TN LRAM.Ltd161'H�
-—aFSmao wIO7H Fat vextrru.e°°,
THE BLILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING;REWRES A DESM PRESSURE OF*GD"A PSF.
1)INITIALLY ASSUMING THAT A 1"WIDE MULLION X SUITABLE-THE MULLION LENGTH IS 77 AND THE OPENNG WIDTH IS 32+32+1' ". SHEET 22,THE COLIAIN USING
RECTANGULAR LOADING MUST BE USED SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF FERI D &II�2 OR EXCEED THE REQUIRED
DFSKBN PRESSURE OF+811A�0.0 PIS.IF THE TABLE DOES NOT SIAM THE EXACT SQE.USE THE NEXT LARGER Sm AVAILABLE.
FROM TABLE 34.SHEET 7.THE 1"X 2.76"X.376'MILLION(LENGTH-72.OPENING WIDTH-707 MEETS THE OEM WOULD RED.H0IAEMF1t THE DESXiN PlE881LE IS H.SB.S PSFAND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A.SHEET B.TIE 1'X 2.76'X AV MULLION(LENGTH-77-OPENING WIDTH-767 HAS DESIGN PRESSURE OF+672.7pap WHX9R EXCEEDS THE ANTS FOR THE
OPENING AND MAY BE USED IN THIN AM.1CATKK NOTE THE AND=CAPACITY REQUIRED OF S36LBS.
2)USE TABLE 4B TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOW SUBSTRATE BOTH THE STANDARD X2.P WITH(4)072 ANCHORS AND THE 2X6
AHKB.EXX.fPSWITH(4)012ANg1C HAVE ACAPAGTYOF8o LBILTHOL MOT U81'D.TUESTANOARDgJpXEJASER700MAL
3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DES«iTl PRESZBl1E.OF LDILLIOHI8OR FENESTRATION PRWlJCT8.WILL
APPLY LA THE OVERALL ASSEMABLY.FINAL DESKBN PRESSURE RIDLIIRES THAT THE 80TH THE MULL 1litVDTHE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPEGFICATrOMB NATO Rt�ECTNE SIlBgTRATEB AND FEMIESTRAT�I PRWiUCT870 MUl�I.
N THIS EXAMPLE.THE DESIGN PRESSURE REQUIRED WAS+/-W.0 PBF:THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WITH AN ANCHOR CAPACITY OF SW LB&ALTERNATIVELY.
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY RECIUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
(60 PSF)X 727 PSF -624.6 LBS (MAY BE USED TO QUALIFY 010 STEEL SCREWS FROM TABLE 48)
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE.IAMBS AND USES A CONCRETE HEADER AND BILL THE WINDOW FRAME DEPTH X 2.718'.THE OPENNING R,QURES A
DESIGN PRESSURE OF+60AWS6.0 PSF.
FOR THE VERTICAL Mn1OW
1)INITIALLY ASSLRAOLG THAT A 1"WIDE MULLION X SUPT ABLE.THE MULLION LENGTH IS 3Y+7r+l--I 'AND THE 04WM WOTH 18 98v3Bw1•-73`REFERENCING SHEET 2Z,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MMULUON TABLES FOR A MULLION THAT 95 AT LEAST THE WDOW FRAME DEPTH OF 2-36PAM WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-400415.0 PSF.IF THE TABLE OOEB NOT SHOW THE EXACT SQE,USE THE NEXT LARGER SIZE AVAILABLE
FROM TABLE 3A.SHEET T.THE 1'X 2.76'X ZW MULLION(LENGTH-106'.OPENING WROTH-8117 MEETS THE DEPTH READ.HOWEVER THE DESIGN ELF IS 046.1 PSF
AND WOULD NOT BE SUITABLE FOR THIN APPL=TXOttl.
FROM TABLE BA,SHEET 13.THE 7 X 4'X 260"MULLION(LENGTH-IW,OPENING WIDTH a 807 HAS DESIGN PRESSURE OF+W?PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPEN AND MAY 13E USED IN THIS APPLICATXX NOTE THE ANCHOR CAPACITY RED OF 871 LB&
BECAUSE IT X NOW KNOWN THAT THE MULLION WILL ADD 7 TO THE WIDTH OF THE MULLED UNIT.THE ADJUSTED OPENING WIDTH X 36`3LP+2m74'.NOT 73"AS PREVIOUSLY
ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADMM O KG.ALTERNATIVELY,THE vYINawW WEIFLS MAY 8 D TO MAABN'TAN
THE 73'DII (36-0/2'+38-1Q+7-737.
2)USE TABLE 98 TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE.ASSUME THE POURED
CONCRETE HEADER AND BILL ARE 6'WIDE.IF THE MULLION 00 WERE TO BE CENTERED WITHIN THE s;CARE MUST TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE
USING THE STANDARD CLIP VON(6)WI6"U.TRACAN ANCHORS AT AN EDGE DISTANCE OF 2-17 CAVES AN ANCHOR CAPACITY OF MW LOS WHICH 13 GREATER,AND
THEPA31CM SUTASLE.FOR THE RL ANCHOR CAPACITY OFMLES,
FOR THE HORIZONTAL M A I KM,
BECAUSE THE VERTICAL MULL WILL BE A 7 X 4'X 2W MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER
MULLION TYPE COULD LECHOSM
1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 3Y+77+7-106°.REFERENCING SHEET 22.THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAY BE
USED.FROM TABLE DA.SHEET 13,THE 2"X 4"X AW MULLION(Q LENGTH-4Y.OPENING HEIGHT-12Q7 HAS DESIGN PRESSURE OF 4170A PSF WHICH EXt THE
REQUIREMENTS FOR THE OPENING AND MNLY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED,OF 621 LBB.
2)USE TABLE BB TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE RECIURED FOR THE CMU SUBSTRATE IN THE EXAMMPLE.ASE THE CMU JAMBS ARE g"
VML IF THE MULLION CUP WERE TO BE CENTERED WTTHN THE S'.CARE MUST IE TAKEN TO MANTAIN THE FASTENS I THIS EXAMPLE,.ASSUME t THE CMU JGLE EI AR WITH
A CHO CAPACITY OF AT ANEOINEDISTANCEOF1"GIVES AN ANCHOR CAPACITY OF 50 LOS WHICHIS G REATER,ANDTHESUITABLE,FORTHE
ANCHOR I:APACRIY OR 821 IBS.
4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION.USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE BO FOR THE U &SHOWS THE AdC,HKHR
CAPACITY IS 1074 LOS AMEN USING 3 ANCHORS.WHICH X GREATER AND THEREFORE SUITABLE.FOR THE RECA ED ANCHOR CAPAC 17Y REQUIREMENT OF 621 LBL THE
ANCHOR TYPE X A#U STEEL SCREW.
FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS:
*/•64.7 PSF FROM THE VERTICAL MULLION:
+117"PSF FROM THE 36'HOMONTAL MULLION ATTACHING;TO CMU;
N-170.0 PSF FROM THE 36'HIORIZMIITAL MULLION ATTACHIM TO THE VERTICAL Man U ON(WERBE(,TION 6
THE LOWEST DESIGN PRESSURE IS+A"T PSF AND WOULD APPLY TO ALL OF THE MULLIONS.
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH TIM MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENMMTION
PRODUCTS.WILL APPLY TO THE OVERALL ASHY FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION NO THE FEESTRATIDNPRODUCT BE INSTALLED IN
ACCORDANCE WITH THE INSTALLATION SE ROX INTO I ECRVE SUSSIRATESAND FENESTRATIONPRODUCIS 70 VARLICML
sm
Tk• �,58705
�iO�•••:FLOROP*-*C2�``
�'',`.,a/ONAt—
A LYPBNI"P.E.
FL ME.#WM
M IAM 11-:=E M AMI-DADS COUNTY
M1111H PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315.2599
NOTICE OF ACCEPTANCE (NOM wmxmiamldede.gov/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-74011 Outswing Aluminum Casement Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-CAuil-LM, titled "Casement Window Details—LM &
SA ", sheets I through 10 of 10, dated 08/08112, 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 for inspection at the job site at the request of the Building Official.
This NOA consists of this page I and evidence page E-1,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.12-121&09
to •DAD/ COON r l Expiration Date: April 11,2018
4 Approval Date: April 11,2013
Page 1
t ,
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
I. 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 Butaciteg PVB Interlayer"dated 09/08111,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 01114/17.
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. �OMWJ(Lq� &�
Manuel Perezent
Product Control Ex ml r
NOA No. 12- .09
Expiration Date: April 11,2018
Approval Date: April 11,2013
E-1
GENERAL NOTES:SERIES 740 IMPACT-RESISTANT LAMM7W
4gAessaa � t— RRASSaTAmc
CASEMENTWINOOW PRESSURE RATING B�AE:rRATONo
VARIES, RATED FOR LARGE&SMALL IWANWALED ABPOIPWIT 3wAI0w.a=oR RMOOtAroLlTSSa
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE SEE SHEETS 8.8 MISSILE IMPACT RFS6 ARM BASS BUFACKEPB WATT y� OR GLASS
VEL0I2TYfMJWiIOA1E �FLORIDA BUILDING COOS.INCLUDING THE HIGH 39 � GLASSSBT<ieMfl�.o mra gmwm 3TWBTH <3 --I
2)SHUTTERS ARE_NDT REQUIRED WHEN USED IN YI(fNDd;OWdE DERIiL4 �t
REGIONS.FOR 6NSlAATED CLASS INSTALLATIONS MOW 3IY IN THE HVM THE 264478•MAX O.C.IF WIDTH IS � 11478'OLASS SAE � 11/18'GABS BITE
OUTBOARD LITE(CAP)MUSTTEMPEREO. UNDER 33.478•(LEAD&Sil
3
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MWdI-0 4•MAX
ADE S.SES SHEET 2 a
COUNTY APPROVED AMY ANCHORS.MATERIALS USED FOR ANCHOR __
EVALUATIONS WERE SOUTHERN PINE,ASTM C80 CONCRETE MASONRY UNITS 32 60 32 Go
AND CONCRETE WITH WL KIN PER ANCHOR TYPE,SEE TABLE 3.SHEET 4.
4)ALL WOOD BUCKS LESS THAN 1-fir THICK ARE TO BE CONSIDERED 1X 17-iw GLASS TYPE 1 GLASS TYPES 2&3
INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED �._ MAX. 7Jrtm armo I
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-17C THICK OR A \ A.SEE O.C.
GREATER/X AND 2X BUCKS QA M USED)SHALL BE DESIGNED TO PROPERLY SHEET 2 i ` GLASS ^« 7118'S IRACK
TRANSFER LOADS TO THE STEBICTUM WOOD SUCK DESIGN AND INSTALLATION
\ BtwSS BTAOC
1JB'JE6'Rld�6tA8S 3n8'Al9FAtEDOR
IS THE��OF THE lBitfBNEER OR ARCHITECT CP RECORD. UOA 9WACE IH1T-BTe�D'D�WASs
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING D.C.MAX I GLASS JIBCwJPCNT86P
O . tsYAN'oFAULOR BUiApIBPYe 3fl8'AIaffALtD
OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS 9PEC8'ED ON Wlt4WGLA TABLE 3.SHEET
4.NARROW JOINT SEALANT E USED ON ALL FOIRCOINNER.S OF or USE ASR GLASS THE FRAM INSTALLATION ANCHORS SHOULD BE SEALED OVERALL PAIR AT EAQ SEK1N0.�d�STRATEGY
FOR WATER RE�TANCE OF INSTALLATION L10lfT JANE SHALL BE DOPE BY OTHERS AND IS BEYOND THE SCOPE OF THESE HEKSiT - HOGHI'IS IIMV GLASS BETE SS BITE
MISTRIIcTion. 26GHT Is 37
8)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT E a
NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING 78'
APPLIED LOADS.V40M BUGS.BY OTHERS MUST BE SUFFICIENTLY ANCHORED / HEIGHT 31 RI
TO RESIST LOADS IMPOSED ON THEM BY THE WHmOW. / 32 32
7)DESIGN PRESSURES: GLASS TYPES 4&5 GLASS TYPES 6&7
A NEGATIVE DESIGN LOADS BASED ON STRUCTURALACYCLE TEST PRESSURE. /
FRAME ANALYSIS AND GLASS PER ASTM E7 7Y8'
=0. EAACK
S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STM=URAI/ 7118'tA uT®
CYCLE TEST Pli E.FRAME ANALYSIS AND GLASS MRASTME1300. slASi9s7/Ilc
3118•LYeffi1L®OR
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEDTO REST THE
WIND.QADS CORREJ11" ICI TO THE REQUIRED DESIGN PRESSURE.THE " sw
331396 1 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS B GLASS" 7911 ANNE MOR
PRODUCT.THE 18 LOAD LIURATM FACTOR WAS USED FOR THE E'VALUATM OF 4..MAX. _ 14./76'MAX O.C.ff WIDTH IS ag SS gm ANCHORS INTO WOOD.A THAT COME INTO CONTADT WITH
OTHER
33478'&01ER{HEAO8�1) —[
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS O'THE FLORIDA 30•VISIBI E (1 1 R
BULLOWG CODE FOR CORROSION RESBTANCE. OPE NLOI 11/18• BITE
37
8)REFERENCES:TEST REPORTS FTL-7095.3678.35W.3724.ELCO ULTRACON TYP.ELEVATION OF 3
°A FOR WOW CONSTRUCTION Am AM AL MWAAL CASEMENT WINDOW
TABLE I. 4 afRapl11Na8vdBtfta
GLASS TYPES 8&9 L
11111!
CAW*Types Sheet If � Na LYNN
1 6118•Land 148 M-.09G'PVB-1re An 6 �� •''........
EN
GEDERAL NOTES..............._._..__..1 :' '••.'P Re+d®ad sr. tbtta: Rarisime
2 Ls1ni 8 An- '8OP-3198 An 8 ELEVATION_....._....... 1 �
3 7116 Low 18118-.080'ow-3118 HS GLAZING tETMLB 1 Z No.58705 :•
4 718'1s11d.KR 116 An-7/18'Ak-1�'M-.090'PVB-118'Alt 8 0NST4JGTIOIL 2 =
5 766 Lent 03 168'T-711W At1-118'An-.080'w5-116 An 8 ASSERBI Y TUBE DETARS___.3 O;G( _ D°R
e Ire'H M11L K3 6 M-1/4'Afr-3116 An-.0�ScRP-RIGS'An B A 4 = ? 3 t 13 GLAZING DETAILS J ROSOWSKI now
7 Ire•_IAN 6 An-IM Ail-3118•HE OMr --3H61S 7 DESIGN Be `;�� •; p qp.''mac tow 34275 CASEMENT WINDOW DETAILS-LM$SM 08/08/12
8 7W Lent 16T-1/4•Ah-3118'HS..09a 8Q�-3118'An RSS<SN�YDET�10 7ssADNAeL `` GOLOBS:FL 34274 serras/ Sams awbv N& ate.
w LYI.MIJJ3M.P.E
PEIde788 CERT. OF AWN.®2MG CA-7 40 NTS 1 OF 10 1 MD-CA740-LM
INSTALLATION INSTALLATION INSTALLATION
OPTION 1 EDGE
lN8TALLATIONANCHORS DISTANCE _— .. .`f EDGE DISTANCE OPTION 2 OPTION 4
INTO 2X WOOD. OONCRETEJCM I INSTAULATIOdd Atltkl= INSTALLATION ANCHORS
ASREQUREDPER PS ANCHOR DIRECTLY SIM MASONRY. DIRECTLY DROMETAL
TAKE 3.SHEET 4� EMBEDMENT
—, -.. BUCC Vmm
_ ATTACHED TO
82 TYP.AN( :, g�iiNA ATTACHED TO 16 18 FRAME S81 10 11
TYPE.
EMBEDMENT ♦ VENITSIL. 88 13 612 STEEL
g AND .. 4� 8 80 12 as 8EIFDR818NW
1 DISTANCE PER SM SEE TABLE
TABLE SUBSTRATE. 3.SHEET4 20 22 23
4 80 TABLE 3. • O
SHEET4.
60 e r
- EDOE 18 84 DA ION.AL OVED
g DISTANCE .• MULLION.F A• •
3637 �— a 38 39 I STEEIFRAidBIOOR
ATTAL7fEDT0 0� 82 1 82 ATTACHED TO VENT BILL 81 STEELSRID.
FRAME JAMS[ _ 13 EMSEDUM - 1 24 1 -- VISIBLE LIGHT1AflDTN PLO) 3 6
FXIEIQOK ATTACHED TO 83 70 FOR YSNU03ER�R REQLIIREMENTS. 8 agrgam.
SEE TABLE 4.SHEET 4.
VE1dTJANB L�TBKdpI.AD0�1 WWDDWYaDTH — I1_
12 FLANGE Q HERO. V
aJAm� HORIZONTAL SECTION A-A
wuutmw 81 11 g�DETALL� ECG FORfB&A�
HEIGHT JAMB Al.BELOW WLOTH,WASH HRW-V&IDC W WIDTH-13412
14 10 i Y SLA38TRATE•APPROPRiATE NOTES: VMTN.EGRESS HINGF:WGdDOW WIDTH•7 W
VISIBLE HARD- NBf 1T:W68)OMIHEK#fT-8
VISIBLE LISTED ON TABLE 3,SHEET4. / g4A(Igy UN81S•
LIGHT FOLLOW EMBEDMENT AND EDGE HEIGHT INSTALLA
TM VISIBLELIGHTFORMULA3
(DLO) BUCK DISTANCE LPotlT Y fALLATICV
// IW MAX ANCiCtS MAY NEED TO BE VAOM WINDOW WIDTH-7
HEIGHT OSMEOFTHEVMGXPTION I GNAW �� BSTALLEDTHROUGITHE HEIGHT-VONO WHEIGHT-7 VANDOIN FRAMES AT iV MAX
ATTACHED FROM EACH SIDE OF THE FRAME
TO FRAME 2)ALL WOOD BUCKS LESS THAN 1-IX ASSEMBLY iii CENTERLINE.
JAMS THICK ARE TO BE CONSIDERED SIDERED 1X SEE TABLE BELBELOW.O
ATTACHED TO �j INSTALLATIONS.IXMOODARE
FRAMEJAMSL 88 OPTIONAL UNIT MAY BEINSTALLED
DIRECTLY TO SUBSTRATE.WOOD BUti(S —..I �•+— 10'NAX. AdmimYAudwe Rs*tvd meaab
DEPICTED ATTACHED TO r AS 2X ARE 1-1rr THICK OR i SEE DETAIL AZ BELOW Siba10�e Funs 'Rba A
L GREATEM IXAND 2X BUCKS(WHEN USED) a VAIdW AWJW
VENT JAMB SHALL BE DESIGNED TO PROPERLY a WAlb A 18.0&DI
TRANSFER LOADS TO THE STRUCTURE. I 1 •9LW 0 0
MOD BUCK DESIGN AND OWALL A71ON 27-266• 0 1
38 S THE RESPONSBl0.ITYOF THE ENGINEER DET
aR ARCHITECT OP RECORD.MAMMUM vwSM THICKNESS TO BE UC. LL NOW A 6.c 8 a
20 DETAIL M 23'•266 0 1
21 At A2 28v 1 1 4Pl—ed as"all Gas um Do
g 80
1 10 84 Reaasa Br• aotc
��,0�.. ....
SEE NOTE 2. �� V ►�F
THIS SHWT. RaNaed Sp: Dda: Rar�tme
iw MAX BHBd *: No.58705 '_ f'
BMW 15tr
EMBEDMENT 1070.� p ;;' CROSS SECTIONS&INSTALLATION J ROSOWSKI
r� . �:'�F•'•:;�coRwN;,:• ���: >o�wTECr6ml�2 ram oom:
INSTALLATION OPTION 3 �isS/ �iJG•`� P.O.BOX 1528
CASEMENT WINDOW DETAILS-LM&SM 08/08112
Id8TAL1ATIONANCK]RSTMROU H VERTICAL SECTION B-B � NA�,�,•`` NaLOeas: 3a27a s novas s No. :
DLSUCKSfRIP OROMASONRY. ------- ALP.E.s PE CENT.OF AM (129286 C,/-740 NTS 20F10 MD-CA7404.M
I
CASEMENT(X)
FOR SINGLE UNITS;
1)DETERMINE YOUR VOIDOW SITE
AND GLASS.
2)KNOWING YOUR ANCHOR TYPE
AID SUBSTRATE,DETERMINE
YOUR ANCHOR GROUP FROM
TABLE 3.SHEET4.
6)INSTALL AS PER THE
CIS ON SHEET 2.
CASEMENT I CASEMENT(XX)
AWNING/CASEMENT/FIXED CASEMENT XXO
f1ELE 1:
1('.SEE NOTE
t
7.THIS SHEET
f7( E 2:
740 SERIES
AMONWO lil
CASEMENT
DETAIS,vAm MIN.012X r SIFT
MOAm
METAL SCREWS.USE THE SAME
I
R
-- -MBA
6)THE H AS EOBLYT TUBE MAY
h
POT BMW WIN LENGTH(AS USED
MHN.012X
INAWFWkOEDW087OMORE
---- -
D FRAME �.
ASSEMBLY
THROUGH
I{3'STBLIATIDfi
\
/
10'.
D
JOKTS TO BE SEALED BY BISTA SL
THIS SHEET
SERIES
/
740
--
�/
-�
MOIWDIAI
��
740 740
SERIES FRAME SEISES
CASEMENT ASSEMBLY
_
`E
FRAME
`ASSEMBLY
VXWOIN TUBE VANDOW
"E TUBE
rjJ
740 SERIES
IINSTALLATION
SPECS
MK#12X1•SMS
THROUGH
44STALLATIONHOLES
MK O IZ X
1•SMS
THROUGH
INSTALLATION
HOLES T403ERE3 FRAME 7405£WES
CASEMENT E ASSEMBLY Y
VOIDOW CASEMENT
TUBE EXTERIOR
H0R9OWTAL SECT$ON CC a
FOR EACH MOMW IN A VERTICALLY OR"ORIZOWALLY COMBINED ASSEMBLY. DA
740 SERIES
AWNING
orODOw
FRAME
-ASSEMBLY
TUBE
740 SERIES <
CASEMENT
MEOW
a
740 SERIES
4)FRAME ASSEMBLY TUBE TO BE
FASTENED TO VOCKWAS SHOW IN
CASEMENT
DETAIS,vAm MIN.012X r SIFT
MOAm
METAL SCREWS.USE THE SAME
SPACOIO AND QUAND7YASTHE
OPPOSITE FRAME MEMBER.
FRAME
LY
TLlE
-TUBE
6)THE H AS EOBLYT TUBE MAY
POT BMW WIN LENGTH(AS USED
MHN.012X
INAWFWkOEDW087OMORE
-p.
UIEDINTEEORCROSS
C N FIXATION&
THROUGH
I{3'STBLIATIDfi
FIOL ES
6)TH E FRAM ASSEMBLY TUBE IS
NOT REQUIRED TO 13E CUPPED TO
THE SUBSTRATE ALL WERIOR
JOKTS TO BE SEALED BY BISTA SL
740 SERIES
FRIED i)FORALLCOMBINAMM HSTB.
CASEMENT ADDITIONAL INSTALLATION ANCHORS
Mmww MAY N®TO BE INSTALLED
THROUGHTHEVNM WFRAMESAT
10'MAX.FROid EACH BIDE OF THE
FRAMEASSEMBLYTUSE
1)DETERMINE EACH DIDHMDLLLAL.YMNom TYPE.SIZE AND GLASS MAKEUP.SEE FIGURES 1 S 2.THIS%EFT.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3 SHEET L
2)FROM SHEETS 60,FBIC THE SHEET FOR YOM GLASS TYPE
3)FIND THE RESIGN PRESSURE FROM THE TABLES LABELED IDESKI/PRMUREP'SFf FOR WAV07 MATT TOAVERTICALFRA6IE .YA ORWMGN
PRESSURE(PSF)FOR HITNDOMt4ATTACHEDTOAH=ZOI XLFMWASSEXffiYTIfiW, DEFENDING ON WHICH WAY THE FRAME ASSEMEYTUSE18OREMATED.THIS
MUST E DOME FOR EACH M<24DOM1f IN THE ASSEMBLY,AND THE LOWW DES90N PHA APPLES TO THBE EN11RE ASSE IBLY. 811INtARET6p-TO•Tv.
FOR SAS NOT SHOWN.ROIDID LW TO THE NEXT AVAILABLE MEOTH ORMXiHT DIMENSION S KM ON THETABLES.
4)USING THE TABLE LABELED WADOWANCffORS (TABLE 2.N EU 4L DETERMINE THE NBIMBEROFM04MU NEEDED INTHE NEW SUANDJAMBSOF
YOURM
B)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THATADDITIONAL ANCHORS THROUGH THE M!MWFRAME BITOTHE SUBSTRATE MAY E f (SEE
SHE.ET 2).AND THAT MIN.#12 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME ONTOWEFRAME ASSEMBLY TUSE(SE DETAILS ON THE SHEET}
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4
4
4
4
4
4
4
4
Room
HtaMN
2
2
2
2
2
2
2
2
2
2
3
2
3
3
2
3
3
3
3
4
3
4r
Jamb
4
4
4
4
8
4
4
8
4
4
6
4
4
6
4
4
a
4
8
a
4
Hood"
2
2
2
2
2
2
2
2
a
2
3
2
3
1 3
2
3
3
3
3
4
3
tea.
Jaasb
4
a
4
4
8_ 4
4
8
4
4
814
6
8
4
6
a
4
6
6
4
HewtiBa
2
2
2
2
2
2
2
2
2
2
3
2
3
3
1 2
1 3
3
3
3
4
3
GV,
JAanb
8
8
4
8
8
4
8
8
4
8
8
4
6
8
4
a
8
4
8
8
4
HeadfW
2
2
2
2
2
2
2
2
2
2
3
2
3
3
2
3
3
3
3
4
$
83•
Jea&
8
6
8
GO
8
8
8
6
6
8
6
6
a
8
6
8
6
8
8
8
Hes"m
2
2
2
2
2
2
2
2
2
2
3
2
3
3
2
3
3
3
3
4
3
jamb
e
a
6
6
6
9
a
8
8
a
10
8
8
10
a
8
W
6
8
to
6
11WIMS
2
2
a
2
2
2
2
2
2
2
3
2
2
3
2
3
3
3
3
3
3
76'
Jamb
8
8
8
0
6
6
8
10
8
8
8
a
Is
8
8
t8
8
8
8
HCAMM
2
2
2
a
2
2
2
2
2
Z
3
2
2
3
2
3
3
3
3
3
3
Jamb
a
a
6
8
to
0
a
to
6
8
to
6
a
10
8
HmAIN
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
Gsmp
Anchor
"Stu"
iii.
DreEd"
Mn.
O.C.B
MW
Em
Aaslmr
Ph"
Requkop
114"steel Unman
Holm Block
1.
r
1414'
No
A
614,sawl SMS(GS) 6063.TSAWm.
ar0/4,4t0 SS SMS
S,Plse
ma O.C.
r
1313`
No
5V
KNO
AIB SW
503'
0
Na
A953 Strad, .33
.9F 2o0a.
Na
8
012,sleet SPAS(G5)
a#12,410 SS SMS
r
131a'
—No
606M Ahsa.
3/S'
SAS'
.65or'
ASS Sleet
sar
7o50'
ND
A03 dW 8r.33
Wr
5AP
.085'. 0e
No
U4'steel Ubacon
.8511 Coacme
—2A%
2-/2'
1
Cmcade
1•
4'
1 1314'
110
Homer Block
2-(/r
r
1-u4'
NO
C
012,stag SMS(05)
or012.4t(I SS SN8
S.Pkm
5v
yes
8883 TJ
1/1
e9
A38 Stool
es
A�3
3v
Bar
.0w 8 0e
—G
--VG
014,stets SMS(05
a014,410611SN8
S.pho
fir
Ym
A36 Sted
ar
5V
ea
AGO Stud,Or.33
3V
Lar
.015'.to"
Yes
D
IW steal Uosmoon
4'
131
Yes
2-1Ir
i'mr
Yes
2-Nr
r
1-U4'
Yes
Film fta
Ill
Yes
1/4 410 SS
Gawlex
32 t Cmtawm
1.
v
M
N0
Holm
a-1A2"
6
1-
No
5116'SIM ummo a
3.5k C*AMW
f.tlr
1
Room
1
-
—He
F&ad BbaR
2-1ll
s
I 13W
N0
NOTES:
1)MCIOR MUST EXTEND A MIARNMlM CF 3 TMMADS BEYOND ANY WTAL S AWRATE.
2)ANCHORS MAY 11£HE)(HEJUD.PANNEW OR FLATHEAD.
I Jamb Snubber locations I
1)USE THIS TABLE FOR
ALL wn070WS PER THE
ELEVATION.4 ON SHEET 1.
DIMENSIONS SHOWN ARE
WINDOW TIP-TO•TIP
2)FOR SIZES NOT
SHOWN.R0UND UP TO
THE NEXTAVAILABLE
W07HORHEIG1r
DOI SHOWN ON
THE TARE.
EXAPAPI,E 1:FOR WM 30W CX MWNATM SOWN BELOW.7/1B'ANRIMED SOP LARD.(a.ASS,
1W MASONRY ANCHORS INTO ATE,t70L 80 POF OF RED.NO ANCHOR PLATE
A)FROM TAKE 9.ANCHORS C&O ALLOW AOF OF*lad98.
8)FOR THE JAMB.FROM TABLE 3.ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED
ANDOONNOTREAUIRETHEANCHORPLM
Q FROM TABLE 2.6 ABHORS ARE REQUIRED M EACH JAMEL
D)SIMILARLY.2 ANCHORS ARE REQUIRED IN THE HEAD&BILL
E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHWr 1. 4- - H'I 4' yr
MEOFTHE AWNINGOTAD&SK4 1ADDIYIDAIAI MK710ROHTB FRAOiEAS YTiBE � .
FIXED CASEMENT ANCHORS(SEE SEPERATE NOAH
A)FROMTABLE%MRK C&PALLOWADPCF*7&4&1. i
78b'
B)FOR IHE JAMB,FROM TABLE 3.ARBOR TYPE C HAS THE AW( ARW SUBSTRATE
DEEMED AND DOES NOT REWIRE THE ANCHOR PLATE
Q FROM TABLE 28.S ANCHORS ARE MIUHRED M EACH JAMB. or
D)SIMILARLY,3ANCIORSARE REQUIitEDiN THEHEM&SIL
E)OWFAWM MtL WM FOLD GLWELUMFRDM O"ATON ON SHEET 1. y
F)PER RULES ON SHEET 2.INSTALL IADM IONALANCiWRON'THE FRAMEA YTM .14
SBA OF THE FDW CASEMENT Q4EAD&SILL).
S
jvt-
I
I&W
T
i
2V H 2r -I-•f f
4ffi'
s
V.:1lT/Ai�ltt�`"
S2
Q
0
�2
r O
r
..O
`d•
D
� o
F ••n
W
PVB
(types 1,4&5)
SQP
(Types$3&89)
raw
Rion
1r tlm f+ma
I
ea�etd&30'
ask OLC.
IXmx
ce;0
tr amaL tam
1r awL tan
m834
ewbsad&W
each sad&3V
o�J°o•'0
oz 2
am O.a
ma O.C.
1)USE THIS TABLE FOR
ALL wn070WS PER THE
ELEVATION.4 ON SHEET 1.
DIMENSIONS SHOWN ARE
WINDOW TIP-TO•TIP
2)FOR SIZES NOT
SHOWN.R0UND UP TO
THE NEXTAVAILABLE
W07HORHEIG1r
DOI SHOWN ON
THE TARE.
EXAPAPI,E 1:FOR WM 30W CX MWNATM SOWN BELOW.7/1B'ANRIMED SOP LARD.(a.ASS,
1W MASONRY ANCHORS INTO ATE,t70L 80 POF OF RED.NO ANCHOR PLATE
A)FROM TAKE 9.ANCHORS C&O ALLOW AOF OF*lad98.
8)FOR THE JAMB.FROM TABLE 3.ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED
ANDOONNOTREAUIRETHEANCHORPLM
Q FROM TABLE 2.6 ABHORS ARE REQUIRED M EACH JAMEL
D)SIMILARLY.2 ANCHORS ARE REQUIRED IN THE HEAD&BILL
E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHWr 1. 4- - H'I 4' yr
MEOFTHE AWNINGOTAD&SK4 1ADDIYIDAIAI MK710ROHTB FRAOiEAS YTiBE � .
FIXED CASEMENT ANCHORS(SEE SEPERATE NOAH
A)FROMTABLE%MRK C&PALLOWADPCF*7&4&1. i
78b'
B)FOR IHE JAMB,FROM TABLE 3.ARBOR TYPE C HAS THE AW( ARW SUBSTRATE
DEEMED AND DOES NOT REWIRE THE ANCHOR PLATE
Q FROM TABLE 28.S ANCHORS ARE MIUHRED M EACH JAMB. or
D)SIMILARLY,3ANCIORSARE REQUIitEDiN THEHEM&SIL
E)OWFAWM MtL WM FOLD GLWELUMFRDM O"ATON ON SHEET 1. y
F)PER RULES ON SHEET 2.INSTALL IADM IONALANCiWRON'THE FRAMEA YTM .14
SBA OF THE FDW CASEMENT Q4EAD&SILL).
S
jvt-
I
I&W
T
i
2V H 2r -I-•f f
4ffi'
s
V.:1lT/Ai�ltt�`"
S2
Q
0
�2
r O
r
..O
`d•
D
� o
F ••n
W
` No.56705
�'• STAGE OF .
OP n
IXmx
ce;0
o�J°o•'0
oz 2
` No.56705
�'• STAGE OF .
a
DOOP Prowwo(pap bt Side VOXWM,Ad ArAbW Oroups
w9aoalVAM
wilulamwift
under 23•
25-iww
27-3(4•
30'
33-Ur
36•
3r
3T
usdw 23•
+7&60
+7440
+701-M
+7488
+7490
+784®0
+Rim
2&1&18•
+0.60
+7460
+78!410
+7490
q&40
+70140
+76140
AC&D
383/8•
+7460
+70160
+7460
+7440
+7M40
+70490
+70160
AC&D
48•
+7M40
+78148
.7448
+7"
+7440
+70490
+7491
+78190
54618•
+7&80
+78488
+70140
+70160
.7480
+7480
+78160.2
*74M
eo
•70!40
•7480
+70140
+7014.6
+70180.8
+70%77.7
+IW43
+70/90
83'
+78140
+700.90
+70480
+70!64.3
+701-78.&
+78H3J
+7w-mi
+7490
72'
+7460
+7p-97.2
+701-77.7
+801at.8
+801-82.4
+801-809
+1-88.3
+7498
78•
+7440
+74849
+7847 67
+487.3
+1-689
+7490
#mm
a4•
+781-90
+70.80.4
+781-71.3
+801821
H•662
+TOM
46•
FOR GLASS TYPES:
1)5/16"LAMI(1/8 AN-.09W PVB-118 AN)
4)718°LAMI.IG:(1/8°AN-7/16°AIR-118"AN-AW PVB-118"AN)
f
v W40OW
HERW
WIDTH
L
--�
BEE SHEETS 1&4 FOR
V /1 Alm
LOCATE AND QUANTITIES.
TAUF7-
Design Presswe(pd)for Wmdms Attached to a Va kei FumAssemW Tobe
L-fl
wilulamwift
e
Daft 23'
25.16116'
27a1r
1 3v
33-112•
3v
3T
Aadum Orap
Anoka Omp
Anchor Orsup
Andw Drat®
Aadw Gimp
Allm r4kow
AWW OTatp
A
I B
C
I D
A
8
C&D
B
AC&D
8
C&D
A
8
C&D
8
C&D
B
AC&D
+70M.1
under 23•
.701.90
+TQ-W
+781-90
+Apr-90
+78148
.70.90
+78190
+78490
+MV
+781.00
+791.00
+70M
+7940
+79490
+4.98
*74M
+7W-W
+4.90
+7491)
25.15118'
-7490
.7490
•74-90
+78190
+70/90
+7490
+7440
+7M.90
+7490
+&90
+78}90
+7490
+7498
+7490
.7110
+7440
•7490
+7490
+6189
3&3V
-7&90
•74-T1.8
+7498
+7490
+7461
+78140
+74-90
+7490
-WO
+7490
+7M-W
#mm
+7499
+7490
+AOf0
+7490
•7490
+T4-90
+TOM
46•
+701.731
HSZ3
+74-90
+74.91)
+184.8
+74-80
+70409
+7490
+74.8(1
+7487.8
+7490
+-90/90
+74.7&8
+7490
+781-90
+70M
+74.88.9
•7490
+7490
51)&8•
.4-88.3
+1.54.3
•7490
+7490
+1$14
+7W-90
+7W-90
+7490
•7498
•7W832
+70199
•7460
+74.74.8
+7490
+74.92
+7490
+7414.3
+74882
+848-99
6r
+1.58.6
+1.49.8
+7464.7
+701.90
•4&t8
+x$1.2
+791.09
+74-713-9
+799(1
+74_70.2
+74.86,8
+74.80.3
41AZO
+�1$q8
+74J&2
+781-77.7
+74-712
+74-74.3
or
.4-SS7
.143.8
+7014 0.7
+7-9.6
•1-493
*177.3
•74.80
+74-72.3
+7490
+198 9
+74.843
+74.76.6
N•5&9
+1ni-78.6
+x•71.8
+741-7&7
H6L8
+3-W 78 7
TAUF7-
HoTES..
tj 8K SHEET 4 Fit ADDITIONAL SAMPLE CONFIC UgATOON&
2181E SHEET 4 FORSt4I9MREWW ERN.
SEE SHEETS 1&4 FORV11NDMANCHOR
LOCATI(M AND QUANTITIES.SEE SHEET
3 FOR ANY AODITKWIL AWKWIS
REQUWW FOR THE MAMEASSRIMBILY
TUBS.
FRAME
i4rmAx -�j AB$Em.Y
TUBE
W9tOmN
MIGHT I
wyam AMU=
(4),IF R.EIM
SEE SHEETS 1&4 FORVY>N CMAF ANCHOR
LOCATpNS AND QUANTITIES.SEE SHEET
3F(MANYADDITIONALANCHOW
RECNIIIED FOR THE FRAME ASSEM13LY
TUBE.
LU
co
cm O
P
2 U)
N ..ca
D �
X
W
a rz C
st
z W
a w bNa v
-a 13
�N wN N
axe
2�m•VT K
O1Ql tO
a
oz =
L�ylllil 11j1 'I
* No.58705 '
ju-
► 3 ;
F
Design Ptessuae(psp br Windows Atlaaked M a Hdimtdal Poem Asses*Tt4e
Wkdow Wid9t
e
Hader 23'
2b1Nt8•
27-3/r
39'
. 112'
36'
�•
Atxbw
Gumv
Andw
Omup
A
DAaP
Aminr
chow
AttekwOaaup
AndwGroup
AWAWGww
AN
AN
Al
AN
B
AC&D
A
B
C&D
A
B
C&D
under 2r
+7&40
+78480
+TW40
480
+70M.1
+7440
+74.00
+7478.6
OW-90
+761.80
+74743
+70180
2&15I18•
HW80
+70186
+71740
9
+7449
+7466
+7448.8
+Am
+7480
+7444
+7491)
+7498
38-W
+7486
+7486
+7W40
&80
+7&60
+7040
+7486
+7&•80
+7W8g
+7W86
+7490
+M W
4W
+]480
#M`410
+6189
488
+7W60
+7W4D
+7440
+M`40
+7W�
+7480
+78498
+7481)
80.88'
•7W40
+7480
+70.80
&80
+7480
0"
+70180
+7440
+TOM
+7488.2
+70!69.2
+74482
or
+7"
+7W80
+7111.90
•88,6
+7446.8
+7W60.6
+7&-7/.7
+7477.7
+70MJ
+7&44L3
+701-7a.9
+74-43
83•
+7490
+744
#M40
+7044.3
01114"
+794098.8
+7&-73.7
+7473.7
+7083.7
+71)1-78.1
+ 1.7Q1
+7470.1
72•
+78180
+7487.2
+7477.7
+ADf-71.8
.6W42.a
+80i62a
+848-99
+849.8
48W4U
Hdg,3
+4899
+88,3
78•
.7"
+74849
+747&7
+673
+148.8
H4U
+47.2
+467.2
+872
+689
44688
+14U
ea•
.M-W
+7W40A
*M-713
+9.14.1
+1802
#MW 2
HoTES..
tj 8K SHEET 4 Fit ADDITIONAL SAMPLE CONFIC UgATOON&
2181E SHEET 4 FORSt4I9MREWW ERN.
SEE SHEETS 1&4 FORV11NDMANCHOR
LOCATI(M AND QUANTITIES.SEE SHEET
3 FOR ANY AODITKWIL AWKWIS
REQUWW FOR THE MAMEASSRIMBILY
TUBS.
FRAME
i4rmAx -�j AB$Em.Y
TUBE
W9tOmN
MIGHT I
wyam AMU=
(4),IF R.EIM
SEE SHEETS 1&4 FORVY>N CMAF ANCHOR
LOCATpNS AND QUANTITIES.SEE SHEET
3F(MANYADDITIONALANCHOW
RECNIIIED FOR THE FRAME ASSEM13LY
TUBE.
LU
co
cm O
P
2 U)
N ..ca
D �
X
W
a rz C
st
z W
a w bNa v
-a 13
�N wN N
axe
2�m•VT K
O1Ql tO
a
oz =
L�ylllil 11j1 'I
* No.58705 '
ju-
► 3 ;
F
TAN...
a
Oesl�r Pteasrw fPe9 for Slade Wfmdowa.Ai Aachoa Ga�
lfflodo1r1N1ath
wtrdoa+w&
W
u�23•
wder 23•
2&1&18•
27314-
Sr
33-V2*
3S
3T•
AWO Group
wrier 23•
+901-1;10
+9Wm
+901130
+90x-130
4981.138
+OWt30
.901-t3D
1 8
2&tWIr
+9W130
-90113tt
-9W130
+901430
+801430
+801t3D
+OWL=
8
3S W
+901-130
+90H30
+901130
-W-130
-99-130
+901-130
+0430
I C&D
48'
4801-130
4904=
+9W 130
+9W-130
+901-130
+901 130
+00-130
+701.90
90.510'
-OW-130
-W-13D
-WI36
-Wi30
+9W.130
-W 130
+801130
-70140
or
+9W-130
*Ow-m
+801.130
+901-=
+W-tor
+9W-t30
*W=
-70f48
or
+9W130
4901130
*OW- D
-801-130
+901.130
1 -901130
1+90-129$
.76148
7T
+901190
+801--1130
-SW130
+8W130
+901-t�.t
;Wi2Z6
I+8W I13.6
-70490
78•
+901-130
+901-130
-901-1130
+901-130
+001-021.1
I+9W-110.7
W.W.0
+70198
84•
+8W-130
+9011
-8W-t30 1
+0-130 1
a8W-118.4
+701-0
+70190
TAN c o-
vvvd )w
HEIGHT wam
SEE SHEETS t&4 FOR
w7HDOW AKCHWt
LOCAU MR AND Ol1ANWIES.
FOR GLASS TYPES:
2)7116°LAMI(3116 AN-.OW SGP-3116 AN)
TAHr F I&
085W Pressure(yen for W bdm Atteadred to a Vefkal Forma Asse W Tape
r�
wtrdoa+w&
W
u�23•
2&15110*
27314'
A
3G
331f2'
35•
37"
AWO Group
Ambor GWlp
AadMG=p
Andar Swup
Aecdor Gtatp
AncW Group
AadwGmup
A 20 Group
A
1 8
C
D
A
1 8
C&D
B
AC&O
A
8
1 C&D
A
B
C&O
B
AC&D
A
8
I C&D
+M-W
under 23•
+7040
+70140
-7WA0
+70x90
.7w.90
+701-90
+701.90
+70190
+78!40
-70190
+70190
-781-0
+W40
-701-0
-70140
-70140
+MO
-70190
+7W9D
+78190
383113
2&15110•
+70190
+70190
-70f48
+70f.90
+7--90
+70140
-701.90
-7--98
+70'90
+70190
-701.90
.76148
+701-90
+701.90
+W-9J
+7890
+78.90
+701-8
+7890
+701-0
-70490
38-W
+70I98
-70.71.6
.70490
+7-40
+7011-81
+7W.98
-701-8
+70198
+7w-9D
+Tw98
+7W-98
47-90
-701-0
+7w-9p
+701-0
+70190
+1-98
-7w98
-7-48
-7w9D
47W90
48^
-781-731
-1-57.3
-701-W
•7-90
0-4.8
+701-D
-7WM
N01.98
-70190
+7940
+7-47.8
4TWO
-70140
-70190
+7-40
+Tw48
+70190
+78f88
*M4&9
-IW40
+7&40
`u08f8•
+1.x.3
N.543
-79.90
470140
041.4
-78.90
+Mao
+7940
+70140
+70490
+79432
+Tw40
+M40
+7--90
+7-40
+70482
+7940
+7W48
+7&4A3
-7W-90
+7W-90
lW"
+L58S
+145.8
-7w417
.7w-90
051.8
-m-K2
-701-0
+79-:1
+781-0
+7-90.8
+701-70.2
+7-90
+701 .3
+701.78.8
+701-0
+7w-M2
+10f80
+79-9
+79-712
-7940
83•
0557
.1:i 0
+7W4RT
-701.90.5
-149,3
4Tw-T7.3
*WW
-7W2
+7-40
+79803
+1889
-7990
+701786
-79749
+7-90
+701718
+7940
+M485
448
+7(90
TAHr F I&
{MOTES:
1)SEE SHEET 4 FOR ADtMTKN&9 A-W CONFbMMT10la
2)SEE SHEET 4 FOR OLISSER FOMMUMAEAFTS.
SEE SHEETS t&4 FOR VANDOW ANCHOR
LOCATIONS AND CWNT1TIEL SEE SHEET
3 FOR ANY ADMTtONALANCHORS
REQUEND FOR THE FRAMIE ASSEMBLY
TIME.
SEE SHEETS&4 FORwBmOWANCHM
LOCATIONSAND aumn71ES.SEE SHEET
3 FOR ANY ADDFnO 4AL ANCHM
FUMM FOR THE FRAIB:ASSEMBLY
TUBE.
i%4tlVAt%1H+SS
Destn Paswwe Wen for widows Agachedlo a Hoftw l Frame Asseaft We
ewtetaawtaa
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27.3x4•
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33.112`
38'
37'
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AWW
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AWW
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A 20 Group
80�
W
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A
B
C&O
A
B
C&D
CO
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urdw 23'
+701.90
+TW4O
+70/-9D
+M410
-W4121
+M-W
+70!40
470110
+70140
-79.90
.7043
+701
2&15111'
-70190
+7W-0
+MM
+70190
+70190
+7&40
+799&8
+70190
•70490
+70144
+70190
-701.90
383113
-79.90
+701.90
+70190
-70190
-701.90
+701-0
+7&40
+701-0
-701-0
0990
+7W49
+7-90
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0701.90
+70190
+7&9D
+79.93
0"
+7&96
+7&90
-70490
+70190
+MM
+7W90
+7&-0
5"1
+7&-90
+70490
-701-0
-701.90
+79-D
+7&-0
-7&40
+7W.W
-701.90
-79-90
+70f48
+7&,"
or
{7&-90
47W90
+7&-90
+701.90
+70490
+711.90
+7&40
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+70190
+79-90
+701-90
+7&-90
or
+7&40
+Mao
-7W98
+70190
+70140
+1W40
+701.90
-7W9D
+70190
+7&40
+70M
+7&40
7Y•
+7&-90
+7W-90
-70140
+WW
+7D/-9D
+7D:-90
-7&.90
47940
+701.90
+7W�
+701-0
+7-90
78•
•7&-90
+7990
-7W-90
+7W-90
+7W90
+7w w
+7&90
+701-90
-7W.W
+78.90
+MSG
+�'-D
84•
•7W-90
-7W-90
+78.90
+7W�
+7940
4m.90
{MOTES:
1)SEE SHEET 4 FOR ADtMTKN&9 A-W CONFbMMT10la
2)SEE SHEET 4 FOR OLISSER FOMMUMAEAFTS.
SEE SHEETS t&4 FOR VANDOW ANCHOR
LOCATIONS AND CWNT1TIEL SEE SHEET
3 FOR ANY ADMTtONALANCHORS
REQUEND FOR THE FRAMIE ASSEMBLY
TIME.
SEE SHEETS&4 FORwBmOWANCHM
LOCATIONSAND aumn71ES.SEE SHEET
3 FOR ANY ADDFnO 4AL ANCHM
FUMM FOR THE FRAIB:ASSEMBLY
TUBE.
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30'
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I 31r
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+901-130
+BW 101
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+0&-130
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•9W-130
+8W-130
+901-130
+8&t3D
+BD1.130
+801-130
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38318'
+80F-130
+B0h130
+WOO
O 130
+9B1-138
+WI30
+9W4130
8
48'
+BW-130
+801-130
+9W-130
*Win
*WISD
+901-130
+BOFt3o
+70149
S"ff
+9m-130
+BW-13D
+BW-130
+8W-130
+801-130
+901-130
+BW-030
+7Wv
89'
+901-t3D
+901-130
+901.130
+9W-130
+901 4139
+SW-t3D
+9W130
.701.90
03'
4 -130
+901-130
+80F130
+001-130
+8W-130
+9W-t30
"Qf.130
+7W-W
Tr
+9-(30
+901130
+BD1-130
+901190
+eW-130
+WOO
+80Lt3O
+701-90
78-
+BW-130
+901-130
+801.1311
4901.138
+901.190
+801-619
+W130
+70190
84'
+901-730
+801.130
4tgh130
+gw-130
+901130
+70140
+7040
TAHI F 19-
FOR GLASS TYPES:
3)7/16°LAMI(3/16 HS-.09W SGP-3/16 HS)
7)7118°LAML IG:(3116°AN-114°AIR-3116"HS-.0901 SGP-3/16°HS)
9)716°LAMI.IG:(3/16'T-1W AIR-31160 HS-.OW SGP-3/1(°HS)
T_[I
WINDOW
HEMIT
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SEE SHEETS I a 4 FOR
WWOMAMMM
LOCATHM AND CMANnThES,
TAM F 11-
Desma Pressure WA for W Wm AMmbed to a YewAd Frame AssaaHy Tutee
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33.112'
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Anther Grap
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+7x-98
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+70180
+70149
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+70190
+70190
+7&48
+70180
+701.90
+7090
+70140
+70190
+70140
+7040
+70190
+701.90
+70140
470140
+7090
•7090
48'
+70711
+1373
+70190
+70180
0448
+70190
+WW
+70140
+7090
+ro40
+7-87.8
+7&40
+7W40
+70-90
+70199
+781.90
+7090
+70190
+745.9
+70-90
+N-ILm
503+8'
448.3
140
+70190
.701-9D
441.4
+7090
+7090
+7040
+74.90
+70190
+701$3.2
.7015
+7490
+70190
+70-90
+701992
+mm
+1690
+7&443
+7W.0
+7990
+7490
4585
4!-448
+701447
+7040
45-1.8
+7991.2
1.90
•70-78.9
+7090
+70199.8
+70.70.2
+7&40
+701.5.3
+701.78.8
♦7090
47W782
+7090
+70.90
+W41.2
+70190
83'
4.55.7
+1.43.8
+IW-K7
.7&-.5
.749.3
+7W77.3
.70190
+701.72.3
+7990
+70195.3
+t 9
1 +70140
+701-7d5
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1 +70199
+701-71.0
+7090
1 +7W.K5
44.8
I +9190
TAM F 11-
NOTE&
1)am SHEET 4 FOR AODITIORAL SAMPLE CONFIGURATKM&
2)SEE SHEET 4 FOR WW WER REQUUUWMM
wowOW FRAME
HEIGHT -mummy
-t__I� TUBE
t0'1MAX.
F- AOofflONAL
ANCHOR
(4 IF RTA
w94DOW
SE SHEETS 1 a 4 FOR VW4X WANCHK t
LOCATIONS AND QUANTITIES.SEE SHM
3
ANYADDIIX)NALANCHORS
RED FOR 7}E FRAME Af .Y
TUB.
SEE SHEETS 1 a 4 FOR 1A0 CM ANCHOR
LOCATIONS AND QUANTITIES.SEE SHEET
3FORANYADOTINXMANCHORS
READ FOR THE FRAME ASSEMBLY
TUBE
DROP Presses°(pl)Ox W°rdews Attached to a Hama"From Assurby Tube
R
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urWa23'
2St&t8-
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31,
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+70199
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.70190
+70148.8
+701-90
+m1-BD
0
+7081
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+701-90
38-318'
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+7990
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+701.85
+70-90
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+7940
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4701.80
+79-99
w
•7980
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+7990
♦7990
+7990
NOTE&
1)am SHEET 4 FOR AODITIORAL SAMPLE CONFIGURATKM&
2)SEE SHEET 4 FOR WW WER REQUUUWMM
wowOW FRAME
HEIGHT -mummy
-t__I� TUBE
t0'1MAX.
F- AOofflONAL
ANCHOR
(4 IF RTA
w94DOW
SE SHEETS 1 a 4 FOR VW4X WANCHK t
LOCATIONS AND QUANTITIES.SEE SHM
3
ANYADDIIX)NALANCHORS
RED FOR 7}E FRAME Af .Y
TUB.
SEE SHEETS 1 a 4 FOR 1A0 CM ANCHOR
LOCATIONS AND QUANTITIES.SEE SHEET
3FORANYADOTINXMANCHORS
READ FOR THE FRAME ASSEMBLY
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+74'46
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+7046
+740
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+701-00
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+0140
+M40
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*76148.6
+084,6
+701.0
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*M872
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+0478.8
+7180
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E+MM
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+70d81S
*01!70
*8W-W4
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*7-71.8
78"
+ 080
t 704.81
+0188.3
QW-7&7
+0!473
•704.8p
*7680
*7440
84'
-M-W
140
*70441.3
+804-70
*8041.8
•740
•740
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FOR GLASS TYPES:
8)718°LAML IG:(118°T-Me-AIR-118"AN-.09V PVB-11W AN)
1
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1ffK#R
SEE SHEETS 18.4 FOR
VWNDOW ANCHOR
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f�TEB:
1)SEE SHEET 4 FOR ADDITION%,SAMKE CO lRATX)N&
21 SEE WEET 4 FOR WASIRREWASEMEMM
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3 FOR ANY ADD1TIONAI.
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SEE SHEETS t&4 FOR WI A1
LOCATIONS AND CAlpNi1T1S,SEE SHEET
3 FOR ANY ADOMONALANt
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•M40
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+7180
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+7W789
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+740
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+7432
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83'
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21 SEE WEET 4 FOR WASIRREWASEMEMM
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I 7D0
10'MAX.
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At CHAD
(4 W RED.
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SEE SHEET81&4 FORVWNDOWAWCHOR
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3 FOR ANY ADD1TIONAI.
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'"OF 1070 TECHNOLOGY ORK
'ip'1` ••.,!ROtADO;. �`�� M.VENKF,FL 34275
P.O.BOX 1528
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A.�YNI�•�P8 CERT.OF AM J20M
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BOMB AND CORNER VIEWS JJ ROSOWSKI
M.
;ASEMENT WINDOW DETAILS-LM&SM 08/08112
CA-740 NTS 10 OF 10 MD-CA740-LM
-rl XCD
MIAMI-DADE AIIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONONHC RESOURCES(RER) 1 1803 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31S-2539
-NOTICE OF ACCEPTANCE (NOA) rvww.mismidadegov/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--744F Fixed Casement"Aluminum Fixed Window--L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-CA740F LM, titled "Fixed Casement Window Details—
LM", sheets 1 through 11 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 for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
10 K
A � NOA No.12-1218.11
f
. , /,� Expiration Date: April 11,2018
411 Approval Date: April 11,2013
Page 1
r
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
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
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 12/07112,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,
P.E.
2. Glazing complies with ASTM El 300-04
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 SentryGlas®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
I. None.
Manue P
Product Control anvil r
NOA No. l - 11
Expiration Date: April 11,2018
Approval Date: April 11,2013
E-1
GENERAL NOTES:SERIES 740
IM PACT-RESISTANT FIXED CASEMENT WINDOW
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY
WARN THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(1M/Z).
2)SWUM ARE NOT REQUIRED W"USED IN VW06ORNE
DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS
ABOVE 31r IN THE HVHZ:.THE OUTBOARD LITE(CAP)MUST
TEMPERED.
3)FOR MASONRY APPLICATIONS IN MW6 DADE COUNTY,USE
ONLY MIAN•DADE COUNTY APPROVED MASO RYANCHOtS.
MATERIALS USED FOR ANCHOR EVALUATIONS ViENE SOUTHERN
PINE.ASTM COO CONCRETE MASONRY WITS AN®CITE
WM MIL KSI PER AWHOR TYPE.SEE TABLE 3.StEET4.
4)ALL WOOD SU(XS LESS RUIN 1-UPC THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS.IX VOW BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIffCTLY TO SUBSTRATE.
VtlOOD BUCKS DEPICTED AS 2)(ARE 1-Wr TH=ORGREATER
1X AND 2X SUCKS(A%M UIW)SHALL BE DESIGNED TO
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD B"
DESIGN AND INSTALLATION S THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
O)M40N R EMBEDMENT TO SASE MATERIAL SHALL BE BEYOND
WALL DRESSING OR STUCCO,USE ANCHORS OF SUFFICIENT
EMBEDMENT AS SPEOWIED ON TABLE 3,SHEET 4.N NW40W
JODIT SEALANT S USED ON ALL FOUR CORNERS Or THE FRAME.
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL
SFALONGWLASHING STRATEGY FOR WATER RESISTANCE OF
WSTALNATION SHALL BE DONE BY OTHERS AND S BEYOND THE
SOWE OF THESE ISTRUCTOONIL
6)SHIMS ARE REQUIRED AT EACH AW"LOCATION WtERE
THE PRODUCT S NOT FLUSH TO THE SUBSTRATE USE SHBAS
CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD SUCKS BY
OTHERS,MUST BE SUFFICIENTLY ANCHORED TO REM WADS
IMPOSED ON THEM BY TM VrAIXWL
71 DESM PRESSWWA
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST
PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM E1300
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTIANAL TEST PRESSURE,FRAME ANALYSIS AND GLASS
PER ASTM E1360.
8)THE ANCHORAGE METHODS SHOVM HAVE BEEN DESIGNED
TO RESIST THE WINDLOADS CORRESPONDING TO THE
REWIRED DESNGI PRESSURE.THE 33.W%STRESS INCREASE
HAS NOT OWN USED IN THE DESIGN OF THIS PST.THE 1.6
LOAD DURATION FACTOR WAR I FOR THE EVALUATION OF
ANCJIORS INTO WOOD.ANCHORS ORS THAT COME INTO CONTACT
WITH OTHER DISBAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA St"ICG CODE FOR
CORROSION RESISTANCE
O)REFERENCES.TEST REPORT$FTL-7003.3578,3680.3724;
El CO ULTRACON NOA;MOO CWEFLEX NQA;ANWAFBPANDS
FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN
MANUAL
IDESMPMSSLMRATWGI
IMPACT RATING
VARIES.
SEESHEETSB40
RATED FOR LARGE 8 SMALL
M1SSRE8PAOTREb'13TANMC
TYP.ELEVATION OF FIXED CASEMENT WINDOW
TABLE 1:
Glass Types
Stleet aQ
0 %mm
5MWLand 118An-.OWPVB-1JBAn
8
53-VISINI.E
L10HT%wm(DLo)
8
4-MAX
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4
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10
6
4-MA1c
7
8
trAn-1WAtr-WrAn-.OWSOP-3118'An
8
7
7jw LwLKi pt1w An-1W Air-3fW HS-.09VSW-3110'HS
0
19.O.C.MAX
IF.IANBIS
7LaLRTtLK9 NWT-1WAtr-3H18'An-.090"SGP-WirAn
8
9
Le111 1B'T-1/4'Atr-311Ni'HS-.09VSOP-3118 HS
OVER SIP.
VWkSW
S1EET2 HEIGHT
LIGHT
HEIGHT
/
23'O.C.MAX
IF JAMB S
Sr OR LESS.
23"O.C.MAX.P B
(•�+--
19'O.C.MAX IF
HEAD OR SILL -- --+•�
-- HERO OR SILL.
-+-�
S 80.OR LESS.
S OVER Sr.
TYP.ELEVATION OF FIXED CASEMENT WINDOW
TABLE 1:
Glass Types
Stleet aQ
1
5MWLand 118An-.OWPVB-1JBAn
8
2
71WLWrA 18 An-.09fp'SGP-3110"
8
3
7RWLand 18HS-. SCGP-WIG HS
9
4
7/8'LaIM IG An-71WAtr-IlArAn-.090'PVB-10 An
10
6
718-LCUrd tG T-7118'Atr-1W An-.08CPV8-IffAn
7
8
trAn-1WAtr-WrAn-.OWSOP-3118'An
8
7
7jw LwLKi pt1w An-1W Air-3fW HS-.09VSW-3110'HS
0
8
7LaLRTtLK9 NWT-1WAtr-3H18'An-.090"SGP-WirAn
8
9
Le111 1B'T-1/4'Atr-311Ni'HS-.09VSOP-3118 HS
1 9
GENERAL NOTES—.I
ELEVATIK-. 1
GLAZING DETALLS_..._._._._..._-I
ISTALLATKOL.—2
ASSEMBLYTIBE DETAILS_...._...3
Ate SPEC IFICATIONS..._.....4
ANCHOR QUANTITIES—445
DESIGN PRESS RES—040
ASSEMBLY DETAI SISOM—11
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GLASS TYPE 1 GLASS TYPES 2&3 WrK=WMA
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GLASS TYPES 4&6
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MAW STACK
1070 TDCHNOLOGY ORK
N.VENICE. FL 34275
PD. BOX 1529
NOCOdIS,FL 34274
CERT.OF AM X296
GLASS TYPES 6&7
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GLASS TYPES 8&9
v,isv�l.sh►
GENERAL NOTES&ELEVATION J ROSOWSKI
FIXED CASEMENT WINDOW DETAILS-LM 0810&'12
CA-740 I NTS I 1 OF 11 1 MD-CA740F4LM
INSTALLATION INSTALLATION
INSTALLATION EDGE OPTION 4
OPTION 1 DISTANCE EucE DtsiaNCE OPTION 2 T fHffiTALIATWPt
INSTALLATIOMANCHORS 04STAUAIM PERANCHOR
ww=WOOD. ANCHORS DBtECTI.Y ANCHORSUIRECILY
EMBEDMENT MM Md SOMY. B m WIDTH INTO METAL.
------ _l TYP.ANCHOR •? W MAX
TYPE. Sim
EMBEDM�gTAND -i AS RECMIRED
PER �' 4 PER TABLE 3 2 kq Of28gELINti
AS REQUIRED SEE TABLE 3.
3 + WAS,SEE TABLE 3.
PER TABLE 3. 2 1 St1EE5 4'
SHEET4.
SHEET4 — O i ...� — APPROVED
EDGE N.ALLIMINIAL
DISTANCE FR/MONOOR
38 39 EEL STM
3537 �_ 35-V
EMBEDMENT 1 `-s VISE LI,'tiT 1MDTM(OLOj +•) 1R
70 Ww0OWvfDTN -
FL
TKKALADWN
FLAI'ma WAD. HORIZONTAL SECTION A-A
SILL&4"m
SEE DETAIL�.._.
Al.BELOW NOTES:
NOTES: 1)WHEN MTAU242 VISIBLE LIGHT FORMULM
WINDOW 1j U�ONLY SUBSTRATE,APPROPR,ATE � // COMBDIATION UNITS,_ Vmmt vwcm vmTH.7
HEMW VISIBLE / / J/ ANCHORS IfEIGHT:WRHEK$}iT-7
A)USE ON LISTED ON TABLE 3.etffET 4.
HEXIHi FOLLOW FA6EDMrFNT AND EDGE 10'MM4K B1R1'AILED THPogUtIi THE
Iqp) DWANCELSIMANYBISTALLATKN / --- WYmOWFRAME$ATTHMAX.
BUCK OPTWNSHOM0I MAY BE USED ONANY
�
EXTERIOR HEIGHT SIDE OF THE VA 100 __ FROM EACH SIDE OF THE FRAME
-- / ASSEMBLY TUMCENrERIAIE.
2)ALL WOOD BUCKS LESS THAN 144 SEE TABLE BELOW.
THICK ARE TO B£CONSIDERED 1X Ad OmWAn*..Fbq m emb
INSTAL ATKIHS.IXWOODBUCKSARE irmAx —I SgeM0scift mAssomleifTAD
OPTIOW,A.UNIT MAY BE WSTALLED I Widmer
DIRECiLYTOSUBSTRATE WOOBtuG SEDTAA2, O y1Nm Ca0
DEPICTED AS2XARE1-W THICK OR 1 /r- 0
GREATER.IX AND 2X BUCKS(VvHEN USED)
SHALL BE OEStGNED TO PROPMY ' a 2&11' 0 1
TRANSFER LOADS TOTHE S[RLICTURE.
38 39 WDOD MM D£BKIJ AND INSTALLATION a WYedw Andm
18 THE RESPONSIBILITY OF THE ENGINEER 11�M1 A B.O a a
OtARCIUTECSOF RE(�.MA)aMUU r-22.tir 0 0
SHIMTHI TOBEIM. 23•-2&W 0 1
1 3 DETAIL 26v 7 1
O n1 2
AA2 Appemtell®aBPYWAUe4tMthv
wk EDGE 1XWOOD 1111utryr
SUCKSTRIP �• �y d��,,,� read Br: oatx Aw+n rmr
SEENOTE2 `��$.•
.............
TYP.ANCHOR TYPE, ---- i!4'MlAI(SHBd `3t• m0.56705 '* Revlaed,ry. Data Revffikm
D15TAl�PERSr�RA Two SEETAKEISHEETT4. ��•� EMBEDMEW �: I :.btu` GENERAL NOTES&ELEVATION J ROSOWSKI
MR ANCHOR .: - 0�'•,..�1. :,::•-_; 1070 TECHNOLOGY ORW lava t
INSTALLATION OPTION 3 '�,F : N.VFIBCE.FL 34275
r S E P.O.BOX 1529 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12
INSTALLA7ONANK�tSTHRCk" '.�SjO�ONA`-i� �` NroKMUS;FL 34274
IXBUCKSTRIPYATOMASIDIM, VERTICAL SECTION B-B A.LTYIm ist,"' sow s Mme
vFm- CMT. OF AUTH. 129M CA-740 NTS 2 OF 19 MD-CA740E-LM
FIXED CASEMENT(0) FIXED CASEMENT/CASEMENT(OX) AWNING l CASEMENT/FIXED CASEMENT()XO) 9I.R.Cw�,�
FIGURE 1:
_ — - FIGURE 2: T40 BERM
AWNING
WINDOW
WINDOW / // +\ O FRAME ..--'►
FffKGfil % V' D_A8 Y FRAME ASSEMBLY TUBE NOTES:f / 10",THIS SHEET E T, —J D
tf) Tt08 8HEET El
1)�SH�A1 ARE
740 SOME TBP-TO-TIP FOR EACH J
WINDOW —CASEMENT INDIVIDUAL WINDOW.FOt>�SNOT (y
1 W SHOWN.ROUNO UP TO HEIGHT
TtE PEXT"NTH' � 740 T� / WIDTH THE TABLES.
SERIES FRAME SEWS
-E
FDiED AsSEmELyGASEAMff FRAME 2)ANY740SERIESPRODUGT
CASEMENT TUBE ASSEMBLY � (CASEMENT.AINNINGORFDOED
W INDOW / E TUBE CASEMENT)MAY BE ATTACKED TO J
THE FRAME ASSEM13LYTt6�.FOR r
/ �� ALL WINDOWS,USE THE WINS N Q ru
CA 4f / NOA FOR ANCHORAGE,SIZE AND r 0 LL
W . DESIGN PRESSURE UIOTATICOiS. O 0 y 3 .0
INSTALLATION SPECS O m M
3)ALLWN INTHE
740 SERIES --' / ,�+\ OIXVDUALLY�9.YWITH THE Z
FIXED EXTERIOR CASEMENT W/ 1 OVENCAFTF
WINDOW JVL / a
4)FRINGE ASSEMBLY TUBE TO BE m LIJ
740 SERIES 740 SERIES FASTENED TO WWD011 AS WOW IN 2 W
_. AIAT4M CASEMENT DETAIS.WITHMDL 2XT'SEET
FOR SINGLE UNITS: WIDOW Y METAL SCREWS,GIBE THE SAME m (l1 O
1)DETERMNE YOUR WIDOW SIZE MIN.012 X 1'SMS THROUGH OPPOSITE H AMR ME MENIB R. `$ Q a ..d.im
AND GLASS BISTALLAT10N HOLES FRAME OPPOBRE FRAME M61i8ER. � d
2)INOWI G YOUR ANCHOR TYPE _.. ASSEMBLY TUBE Y li)THE FRAME r IN u Bmm(A USE Q U
AND SUBSTRATE.DETERMINE TUBE NOT
EXCEED�'61 LENGiH(As USED
YOUR ANCHOR GROUP FROM -_ IN A83'FLANGED W OR SE
TABLE 3.SHffET4 MIN.If12X X t�DII TEE ORCROSS LL LL
1'Sd3 THROUGH CONFIGURATIONS.
3)FROM SHEETS 6-ta FIND THE i W_�
NSTALLATION TCASEME NT 6)THE FRAME ASSEMBLY TUBE IS SHEET fH»t YOUR QLA88 TYPE. _ �,ES tlIMDOW tM REQUIRED TO8EgJPPFD TO FIND THE PRODUCTS
DESIGN
PRESSURE FROM THE TABLE 740 SERIES THE SUBSTRATE ALL EXTERIOR LABELEDY)FSItONPRFSSLWE CJ1= E)Rn `� 740 SERIES
JDU(T8TO�SEALH�BYBNSTALLEHL
OW9 FOR SiNGLEN ALL V TUBE fDi£D FOR ALL COMBINATION UNITS, =13
ANCHOR GROUPS'. CASEMENT ADDITIONAL INSTALLATION ANCHORS
4)DIMENSIONS SHOYM ARE HORIZONTAL SECTION CC MAW MAY NEED TO BE INSTALLED n Z d
TIP-TO-TIP.FOR 9�8 NOT THROUGH THE WINDOW P SAT o
_ 14r MAX.FROM EACH SIDE OF THE
AVAILABLE ROUND D UP 70 THE
OR HEIGHT FOR EACH WINDOW IN A COMBINED ASS< .Y: VERTICAL SECTION OD VERTICAL.SECTION E-E FRAME ABSEMBLYTUBE 1111 l 1 I 11II
CENTERLINE.SEE TAKE BELOW.
DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE.SIZE AD(LASS MAKEUP.SEE FIXIRES 18 2.THIS SHEET.DETERMINE YOM ANCHOR GROUP FROM TABLE 3.SHEET 4. Adifill"AndmRwAulausach
�� ty-.•••.• ii
TABLES. 0Meof0aFm= True `��a"•�;:•'�,.cENSg•''••, *i
6)USING Tiff TABLES LABELED FROM SHEETS e•ta FIND THE SHEET FOR GLASS TYPE. vrad , Andw IWO
'OVINDMANCHORS REQUIRED' 3)FID THE DESIGN PRESSURE FROM THE TABLES LABELLED WNCWAAICHOR$RR)UIRED'(TABLES 2A 828.SHEETS 4 8 8}THIS MUST BE DONE FOR EACH WBIOOW ON u A
S.O&O =*' No.58705 '
(TABLES ZAa2%S4EELS4&4 THE ASSEMBLY.AND THE LOWEST DESIGN Pt APPLIESTOTIE ENTIRE ASS EASY.DIMIE NSIONSDOM ARE TIP-TO-T1.FOR SZESNOT S 1,ROUND UP To TF- 0
0 _
THE NUMBER OF ANCHORS 1 �. TWNE XTAVAILABLEWDTHORHEIGHTD0694SONSHOWNONTHETABLES. �2r* f 1
SBlAND JAMBSOFYOIRI 4)USING THE TAME LABELED'HWDOWANCHORSI 'MALES2A825.SHEETS4S6),D THE NUMBEROPAI207R8N�IITH EHEAD.SILLAND Iv- A� �Q� SPATE OF
WBIOOIV. JAMBBOFYOI1RM //. i��� •••�..... ���
A BC4D
8)INSTALL AS PER THE 6)INSTALL AS PER THE IISTRU CTIOW ON SHEETS 23IOTE THAT ADDITIONAL ANCHORS THROUGH THE V&DOW FRAME IRO THE SUBSTRATE MAY BE R6l8MIt�(SEE yp•26.0"
0 t ��7ss�1�A4 ��
INSTRUCTIONS ON BEET 2 MEET 4 AM THAT MIN.812 X 1-ANCHORS ARE TO BE USED TW41M THHE FRAME IRO THE FRAl1E AS�BLYTUBE(SEE DETAIS ON THIS SHEET}
26'+ 1 1 ALYlOJ I,tOJPR.PE
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TABLE 3:(Copt)
1)USE THIS TABLE FOR ALL VO4M MB PER THE
ELEVATIONS ON SHEET 1.DIMENSIONS SHOVOI
ARE TB'-TO-TIP.
2)FOR SIZES NOT SH(WN,ROUND IJP To T1tE
NEXT AVAILABLE SHORT OR LONG 810E Ml
SHOV+M1 ON THE TABLE.
3)THE YONDOM SHORT AND LONG SIDE MAY BE
INVERTED.
4)SEE NEXT SHEET FOR ADDITIONAL
@tFORMATION.
1)ANCHOR MUST EXTEND AM OF3 THREADS BEYOND ANY METAL SUBSTRATE
2)ANCHOR MAY SE NE)MM.PMBIEAD Oft FLATHEAD.
SAMPLE CONROURATKM&
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MAMPiE 1:FOR W00OW SHOWN BELOW;Yl16 ANNEALED LAM.GLASS,1W MAS=RY
ANCHORS INTO CONCRETE,+70Y-SO PSF OF REQUIRED,NO ANCHOR PLATE
10` 10'
AWNING ANCHORS ISEE SEPERATE NOAH
A)FRDM
TABLE B.ANCHORS C&DALWWADPOF+701-N.
B)FOR THE JAMB,FROM TABLE 3.ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE
DEMED AND DOES NOT REQUIRE THE ANCHOR PLATE
C)FROM TABLE 2.6 ANCHORS ARE REED IN EACH JAMB.
D)SWOL KY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL
E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1.
F)PER RUES ON SHEETS 2&3,INSTALL 1-ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY
TU SE SIDE OF THE AWNM(HEAD&=4
108
61'
4)SEE NEXT SHEET FORADDfRONAL
INFORiATIOM
FUSED CASEMENT ANCHORS:
A)FROM TABLE a ANCHORS C&0 ALLOW A OF OF+7W4&1.
1 B)FOR THE JAM..FROM TAKE 3.ANCIMTYK0 HAS THE M40MAND
SUBSTRATE CESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE.
1326•
'y' C)FROM TABLE 28,6ANCHORS ARE REQUIRED IN EACH JAM®.
! 0)SIMILARLY.3 ANCHORS ARE REQUIRED IN THE HERO&SILL.
E)OISTRIBUTEANCHORS FCq LaWN1G GUIDELINES FRAM ELEVATION ON SHEET 1.
1 F)PER RULES ON SHEET 2.INSTALL 1 ADIXRONAt.AKOM ON THE FRAME
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Y WINDOW ANCHOR FORT ADCHOR
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DIMENSW 3 FOR ANY ADDUKAl. 3�ANY AJmIRRED
K ANCHORS REQUIRED
ANCl�R$REQiRRED
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F-7-1811
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---
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FPAME
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O SILL&JAMB O ASSEMBLY TUBE
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TABLE 19.
Geri De/0.•I Dendpow mat
1 7005 MWn Frame Head SIN&Jmnbs 606376 A4m. ----�--a�.....;;�,,, _
2 7071 Andwr Plate SUMO MM
—q_ .172'
3 7007 tmraHatlon Hole Couar 608378 Akin. �j R
4 7010 Frew Comr Key G AW
6 7078 Frame Gasket vw Foam
886' 885 b76' f
10 706.5 Find Fr Hole Pkig PVC
31 DwaSealSoam WAD B SE11D ~.�
32 1713 SeWfs Nods S/3Yx VW x 1. 4" EPvm 3b #7060.8083-T8 #M2,6063-TO 37 #7059.8083-T8
33 171A Seal Nock Wxl-VWxl-ljV EPad
35 7066 Bead 6083•76Akmm.
36 7042 BeadC G63-76Akm. !==gem Ae
37 7069 BeadD 606M BAkm. 8rta
38 1 127A WwAWhmWMW FWK PVC 70 #aw
39 1275 yho Bulb W flex PVC 70 ��1t1 LYNN 1/'''i Rortree oocc Re.�aarc
SO Dow 8995llireo \�� �1 .........
70 134 Add-on B06iT8Akm. 11 F :!9 Rawmd W. 6�
7d[
71 7004 Casement Frame Tube 8063T8Akm. NO.SUM
86 88%1- Y Quad Pn 96 RdideuSteel Skdn Staei _ = 0rawe lb:
90 o12x V PIL Pn.TBC &ak9eee stew - BOAR AND EXTRUSIONS J ROSOWSW
t-3
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H.�F'�2275 FIXED CASEMENT WINDOW DETAILS-LM 08/08112
FL 34274
rL't�ail6tnwR'v� J n sN sum mo.,ug m mw'
P CERT.OF AM. #2&M CA 740 NTS 11 OF 11 MD-CA740F 4LM
NOTICE OF PRODUCT CERTIFICATION
► Company: JELD-WEN Exterior Doors Certification No.: N1011082
T r— 3737 Lakeport Boulevard Certification Date: 05/01/2012
► Klamatb Falls,OR 97601: Expiration Date: 08/31/2015
�l
Product: "Energy Saver/Contour"Opaque Wood-Edge Steel Door w/or w/o Sidelites (wood frame)
Specifications Tested To: TAS 201/202/203-94
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Nomicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Water Missile Test Report Number
Configuration or or Maximum Pressure Test Impact &
Outswing Opaque Size Pos/Neg Pressure Rated Comments
s
X O/S Opaque 312"x 6110" +6600 10.0 psf Yes CTLA-696W
Single Mai Panel Size: 3'0"x 61"
Installation Details: S-2104 1-8
OX/XO O/S Door-Opaque 4'5"x 6'10" +66/-70 10.0 psf Door-Yes rCTLA-696W
Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0"x 61"
Sidelite DLO:6"x 513"(118"Tempered Glass)
Installation Details: S-2104 1-8
OXO O/S Door-Opaque I 51101'x61110" +66/-70 10.0 psf Door-Yes CTLA-696W
Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0"x 678"
Sidelite DLO:6"x 5.3"(IM'Tempered Glass)
Installation Details: S-2104(1-8)
XX O/S Doors-Opaque 6'3"x 6'10" +57/-57 8.55 psf Doors-Yes CTLA-696W
Double Max Panel Size: 3'0"x 6'8"
Installation Details: S-2104(1-8)
OXXO O/S Doors-Opaque 8'11"x 6'10" +57/-57 8.55 psf Door-Yes CTLA-696W
Double w/Sidelites Sidelites-Glazed Sidelites-No 117ax Panel Size: 3'0",.(61
Sidelite DLO:6"x 5'3"(118"Tempered Class)
Installation Details: S-2104 1-8
National Accreditation &Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 0 2
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
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37.75'MAX OA NEMEO FROM EXIE180R 875•
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PANEL.WW W/ASTRAGAL. PANEL WIN D.
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late 201205.01 17,51:35-04W FM
15.5•MAX OA
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Fax 407-844-2366
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Mgitally signed by Heffnes F Horero.P.E
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late 201205.01 17,51:35-04W FM
15.5•MAX OA
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SEE NOTE 3 1.750'ALAI c
ON SHE 431 p(TERIOR PANEL THK.
3 �
/ \ //.
/. a
SEE aazlNG j// . � � •.
3 / 1 10 �• SEE NOTE 2 2
SI�iEEr 7 /// \�� 10 E I�IE s �T a ��\ ON sHr. a
SEE NOTE 6 ON SIT. 4 29 // \\ ON SHT 4 1 1 1 1 ��/ ��� 29 46 am
SEE DETAIL 5 SEE DETAIL 5 ��RR
0.750' 39 ON SaT 5 ON SHEET 5 39
0.750' SEE GLAZING o.
DETAILS, SHEET 7
L HORIZONTAL CROSS SECTION L�HORIZONTAL CROSS SECTIONao
AT
SIDEUTE LATCH JAMB SI ET_ITE TO HINGE JJ B
MOTES: COMMETE/ NOTE 1. SPACING FOR ITEM 126 THE 110 x 1'PFH SCREWS ATTACHU�THE DAPERIAL ASIRAGAL To THE►NACTNE DOOR 6 �Y AMSONRY
OTHERS 51 19 20 4 31 s 3 3 its
�
AS FOLLOWS: EROA1 THE TOP DOWN&THE BOTTOM LIP: 1.0, 25, 4.01. 5.5, 13.0, 18.0'&26.0'. a
2 SPACING FOR REM 123 THE 18 x 1 112'PLASCREW 6 AS F17LLOW5: SEE GLAZING
TOP&BOTTOM. HORIZONTALLY. SDELRE PANEL 3.0'IN FROM EACH CORNEAL 3 3 4 DETAILS, SHEET 7
ON RE Sam, VER11CdLl Y.MR RE SMITE PANELS le, 13.0, 26.e, 39.0, 520'&63.0:
3. SPACING FOR REM 131 THE 16GA x 3/4'BRAD TRIM NAIL ATIACHING THE QUARTER ROUND TO THE STEUTE AND
REM 19 THE 16GA X 1'BRAD TRQ1 NAIL ATTACHING THE MULLION CAP TO THE MUWQN BAR VERTrALLY, 6 AS o
FOLLOWS: TOP do BOTTOM HOR2ONfAt1Y ftR THE.j/8'QUARTER ROUNDL- 1.25'IN FROM EACH CORNER WfIH EXTERIOR
(1) NA2 MID-SAN.
ON THE SDES VERTICALLY(FOR BOTH j/8'QUARTER ROUND k M KUO!CAPT: 125'FROM EACH END do SOf MARE '•` \'
EQUALLY SPACED ON THE FIELD
4. WHEN ATTACH NG THE SMXE RATE TO THE JAMB AND BUCK USE REM 125,A 18 x 2 112'PFH WOAD SCREW. P'. , .: \ 0.125'ANN. INTERIOR
WHEN ATTACHING THE SM E PLATE TO THE JAMB AND SDEIM JAMB AT THE MULLION USE REM 124,A 18 x 2' • � (LASS THK. �
PFH WOOD SCREW.
5. SPACING FOR REM 125 THE 18 x 2 112'PFH WOOD SCREWS ATTACHING THE JAM TOGETHER AT THE MULLION, •a
6 AS FOLLOWS:6.0'FROM EACH VERTM CORNER WRH(4) MORE SCREWS EQUALLY SPACED ON THE FIELD, SEE NOTE 2
6. THE SIDE M PANEL 6 SECURED ANM THE SIDEUTE JAMB W/REM 129 Kicaw CAULK ON THREE MB AND
/ ON SHE 4 HORIZONTAL CROSS SECTION br .�.
3/8'QUARTER ROLWDS SECURED WRH REM 131 BRAD TRIM NAILS x 314'LONG. %` �� TE TO UCK
7. WHEN ATTACHING THE HI M TO THE JAMB AND BUCK USE REM 127,A 110 x 2'PFH SCREW. WHEN ATTACHING 0.75'MIV e� ��� 29 SEE NOTE 6 ,� �t rS{q�
THE HINtL TO THE JAMB AND SDELITE JAMB AT THE MULLION USE REM 114.A 110 x 1 314'PFH WOOD SCREW.EDtL 06f ,� .• ON SR 4 F.
It SPACING FOR REM 149 THE 16 x 1 112'PANHEAD S CREW(TRINITY UfEFRAME)6 AS FOLLOWS: �. SEE DETAIL 5 .`` p '•� awe 9-11-01
SIDEIM LnEFRAME FROM THE TOP DOWN VERTKALLY:3.25; 18.0825;328125; 47.5625'&62625'. . ON SHEET 5 r: •• i=.O p�y�y ey swE N.T.S.
SIOELRE LIIEFRAME TOP a BOTTX FROM THE LEFT:ONE(1) SCREW AT 4.4375'. ' �. . : 7 - .. oMa er JWJ
9. ALTERNATE CONtLZETE/MASONRY INSTALLATION ANCHORS OF EOUNNDNT PERFORMAKCE CHARACIEIM=CAN BE 0.25D'MAX. y v . -
USED UPON APPROVAL OF 1HE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. SHIM P Q S SAFFELL
10 USE REM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD k JAMBS. USE REM 125 WHEN fA6TALUNG Mf0 �.�50AO.dN � =MUUIOA6. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASJNRY
SUBSTRATE AT SIDSM SILLS. {,�, ° �.�,�,`` 407-W-M7
5-2104
rave q A1�Ane Fax:407-644-2366 sNe[r 4 . 8
74.50'MAX OA FRAME 70.25'MAIL OA FRAME YVtDTH
SEE'DETAIL 2
f ON THIS SHT.
SEE DETAIL 4 4.50'TYP. 9.00'TYP.
00'T1P. ON THIS SHT. 3.00' 6,58• 6.00'TYP.
00 B.OD'TYP. 12.50' 3.00' .00'TYP.
w'TYP. TYP SEE DETAIL 4
ON THIS SNT
6 TYP. I 1 I I 1 I I I — — — �• 3 ..
51 k
7
51 51 1 YP a
TYP TYP. 3 5 — SEE NOTE 5 — — 3 .
ON SHEET 4
5 SPACES
wvm O 13.85 SEE DETAIL 6
O 13.85' SEE DETAIL 5 25' ON THIS SHT.
ON THIS SHT. X
8125'
81. MA
MAIL OA Y2 X
OA ( FRAME 15 _ TYP.
31' oos r �
_ 3 • 36. 25' 16 Ej
36. 25' 16 _
TYP. TYP.
_ 7L —
�'TYP 3.00' .00'TYP.
6.w 7 oo'TV. 12 TT 300' 7.00'TYP.
TYP.
.15'MM.
C—SlW.
SEE DETAIL 3
ON THIS SHE SINGLE DOOR WRH STDELITES ANCHOR LOCATIONS
lO6AC DOOR WRHOLTT SMITES ANCHOR WEWED FROM INTERIOR I
MEWED FROM INiE�OR 16 51 2 ,�NOTE 10
2 16 SEE NOTE ON SHEET 4 \ —
14 2 7 SHEET 4
SF� s#,,i NiERSINK FOR INSTALLA17ON ANCHORS W
6 5. P4 5• t�, I
O (4 6 C 1 SEE NOTE - s f•,• r=O L prepared Dr. saute N.T.S
4 SHEET 4 * , * = cra er M
/ Q caac er S SAFFELL
52 _ 5
DETAIL 2 - O HEA JAMB DETAIL 3 - O THRESHOLD DETAIL4 om 5 oar B �f •. o i.,n •. '��� Bow 4 DROPS 9�. S-2104
ASTRAGAL.STMOGE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB& DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TD JAMB '1' ` ' Plow 407-84-2366
roc qr id`�ne Fax 407-644-2756 s+�cr 5 or 8
107.00'MAX. OA FRAME WITH 37.75 MAX OA
• FRAME WMTH -+
SEE DETAIL 2 T
ON SHEET 5
4.50'TYP. 16 41'TYP. SEE DETAIL 4 �.
100' 00'TYP. 13.41'TYP. ON SHEET 5 6.00'
moo* 00'TYP. 6.00'TYP. 1
W. 00'IYP. L TYP' SEE DETAIL 4 e�
6 Np. I I I III III I I I 7 6 TYP. 6 TYP. 7..75' ON SHEET 5
1 l
51 51 ITYP.
_ TYP. TYR
5 SEE NOT 5 5 8 �
SPACES OM SHEEP 4 3 • SPACES ®1�' 3
A 13.85• _ ® 13.85 _ -
8125' SEE DETAIL 5_ 81.25' SEE DETAIL 6
ON SHEET 5
MAX Mpx ON SHEEP 501
w
FROAAME FROAAA/E
Ho K 5 '
I I _ 5. I• I a
_ 31' Ji'
:a
36. �
TYP.
1 1 1 1 1 1 1
300• 3.00' 00'IYP. 8.00' 858 N
3.00. 7.00'TYP. 7.00'TYP. IYP. iYP.
SEE DETAIL 3 S GLE DOOR WTOf W SD ITM ANCHOR LOCAnONS
ON SHEET 5 VIEWED FROM INTERIOR
DOUBLE DOOR WON S6#S1TFS ANCHOR LOCAnONS k.
VIEWED FROM WTERIOR "S
F. W
`��� • •.. . _� Qp'' DOE 9-11-01
P-pared gr. saw N.T.S
T 7 Q cw-w.S. SWELL
OW Erf.
NJ
��f v i,a• �: 8U6DtMG
S.W. S-2104
Phom 407-844-6957
Nvc q %2rM For 407-644-2366 g4m—L or 8
1 50 30 3
f
EXTERIOR 50
rg
0.125'MIN. Z
TEMP. GLASS N
PCMESS
0.50'
INTERIOR GLASS
RTE 17 29 2 4
So 3 SEE N E 2
ON SHT. 4 co
EXTERIOR 0.500'MIN. 7v
GLASS THK. 0.125'TEMP. "
GLAZRtlG DM 1 0.250'AIR
ODL LITE FRAME SINGLE PANE CLASS SPACE S
1/8'TEMPERED!.TABS get
�a
SPARTECH
POL.YCOM PP5530 C13 g> >
Z.x.50' 0.125'TEMP.
INTERIOR 0.50 INTERCEPT CLASSi�t
GLASS SIM SPACER
NOTE OTE
a a
1 29 29 48 50 4 49 ON SHT 48 5 51
EXTERIOR 0.125"TEMP. GLAZING DETA6.2 °
GLASS TROW LITE FRAME
1/2'INSULATED TEMPERED GLASS
LUPOY EU-5007
1.000 MIN. .750'AIR SPACE 4©
GLASS THK.
u" 0.125'TEMP.
75'x.50' All GLAZW f��NFK;IIRATM �
INTERIOR 0.50'SEO.SPACER GLASS SHALL COMPLY WITH SAFETY
GLAZING REQUIREMENTS OUTLINED c g
GLASS IN FLTC SECTION 2406. $
LTlTE ,�IIII II IIfI f f', n o m
NUFF 50 4 49 OONN 8
alp•,•••' .AO�i� ale: 9-11-01
GLAZING DETAIL 3 - Prepmed W. sou[: N.Ta
TRINITY LIFE FRAME ={r ?2* oro er JIYJ
1'INTUITED TEMPERED GLASS
NO,
LUPOY EU-5007 �A'./ W: m ww. SAFFELL
© ���� ••����� Li1RLDiAR,INtOPS INC
4 f�i * • 5-2104
Phorm 407-644-6957
FM .xY I=407-644-2366 s cr 7 or 8
- -
~ .
�
'
owo-
PINE WOOD FWGER JOINTED
nl�72'-4
'*675 o.m'---q �--T -I--I U 11
1.750' 1.7��M-O. Tlo 2.D40*
I ON TOP. I ON WTM L,--qj 1 0
1.025' I-ml, 4 0.0gr 4.000' -
600-T16 ALLAMEN 0(MUM 0.125-WM) STEEL @BOLT SUM PINE(81.25-LONG) 04' 4* 0.097'THK. STEEL
STEEL
DA VAMES*M
HAMARE USED /* 4.041
MW FACE
By PEWO
ol
Prepared W. N.T.S.
F=407 -2366
'
127 W.Fairbanks Ave.
BUILDING DROPS Suite 438
Winter Park,FL 32789
A Perfect Solution in Every Drop 407.644.6957 PH
Certificate of Authorization:29578 407.644.2366 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, inc.
Energy Saver/Contour Wood Edge Opaque Steel Outswing
Door w/ or w/o Sidelites
for
Florida Product Approval
FL# FL
Report No. 2035
Florida Building Code 2010
Per Rule 9N-3
Method: 1 —A (Certification)
Category: Exterior Doors
Sub—Category: Swinging Exterior Door Assemblies
Product: Energy Saver/Contour Wood Edge Opaque
Steel Outswing Door w/or w/o Sddelites
Material: Steel/Wood
Product Dimensions: 107-X81.25-(Maximum)
Prepared For:
JELD-WEN, inc. ```��Illll/lf���',
3737 Lakeport Blvd. ��� ��S F. O
Klamath Falls, OR. 97601 `��`��Q� ,•,••••. .• • ,'��'''�..
� .so : O
• -*
Prepared by: ' 7
Hermes F. Norero, P.E. r -v T T it
Florida Professional Engineer#73778 : 'A �v
Date: 05/01/2012
% O�
Contents: i S—4 G
Evaluation Report Pages I Installation Details Pages 5 '�rt�s/► 111 ONA'E�,`��
Digitally signed by Hermes F Norero,P.E. Hermes F. Norero,P.E.
Reason:I am approving this document Florida No.73778
Date:2012.05.01 17:42:30-04'00'
BUILDING DROPS FL#:
A Perfect Solution in Every Drop
Date: 05/01/2012
Certificate of Authorization:29578 Report No: 2035
Manufacturer. JELD-WEN,Inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Rule 9N-3.005(1)(a)
Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites
107"X 81.25"(Maximum)
Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for JELD-WEN,Inc.
based on Rule Chapter No.9N-3.005,Method 1a of the State of Florida Product Approval,
Department of Community Affairs-Florida Building Commission.
Hermes F. Norero,P.E.does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the 2010 Florida Building Code.
See Installation Instructions 5-2104,signed and sealed by Hermes F. Norero,P.E.(FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the 2010 Florida Building Code,
including the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant
covering on outswing doors.
4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring
wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building
Code.
S. Site conditions that deviate from the details of drawing 5-2104 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions 5-2104 for size and design pressure limitations.
Hermes F. Norero,P.E.
Florida No.73778
Page 2 of 5
BUILDING DROPS 4'x'\N\ A Perfect Solution In Every Drop Date: 05/01/2012 '
Certificate of Authorization:29578
Report No: 2035
Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance
with the Florida Building Code and Rule 9N-3.005(3)for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
National Accreditation&Management Institute,Inc.(FBC Organization#QUA1789)
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
Referenced Data:
1. Product Testing performed by Certified Testing Laboratory,Inc.
(FBC Organization#TST1577)
Report#:CTLA696W, Report Date:11/01/2001
2. Quality Assurance
National Accreditation and Management institute
(FBC Organization#:QUA 1789)
Hermes F.Norero,P.E.
Florida No.73778
Page 3 of 5
7 t P • �
BUILDING DROPS FL#:
Eve Drop A Perfect Solution in `
Every p Date; 05/01/2012
Certificate of Authorization:29578 Report No: 2035
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of
sufficient length to achieve a minimum embedment of 1.50"into the wood substrate.
B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is
employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25"into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25"into concrete or masonry.
Refer to Installation Instructions(5-2104)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure
XX,OXXO X,OXO,XO,OX
Outswing Positive 57 PSF* Positive 66 PSF*
Negative 57 PSF Negative 1 70 PSF
*Units meet water infiltration requirements corresponding to noted design
pressures.
Hermes F. Norero,P.E.
Florida No.73778
Page 4 of 5
a
z '.
a
BUILDING DROPS FL*:
A Perfect Solution In Every Drop Date: 05/01/2012
Certificate of Authorization:29578
Report No: 2035
Installation Method
JELD-WEN, inc.
Energy Saver/Contour Wood Edge Opaque Steel Outswing
Door w/ or w/o Sidelites
4.50° IYR �– 16.4!° IYP. F;�6
3.0
0".l.I.YP-}I II I I—I I I I I. "1 11 P1 13I.I.4-1" IY�P�. f I.0j 0° l.I"0-0 iI—Y'PI—.
YP I I_11
.
50
.3.00" 000,` Y 6.00° 1 00 FYP. TYP.
00` iP 00" P,1—rYP. I 1
6 fYP.
°
�
;PACES i I SPACES
1385" ;i 9 1185°
I I,li
II i I
1.70" 'YP--1 3.00" TYP L± 3.00" iYP.
i/.00" rYP. 2 Op f.j 1.115"
iYP:J L- ,G 100` IYP. Y{. 7.00" IYP —J .125
x.50" IYP. -. 7- 0,00" IYP
3 0C'' ryu t 6.58" 6 00" IYP
1.,30" iYP"" Trr 1 j-7 r 3.00" 'YP• 50 1
Ivn FYP I;:--1 ----r —i--7
i � I
� I
`:RACES I; S°ACES
13.85" III lily y 11.54" II
— — �
-
I
t
Hermes F. Norero,P.E.
Florida No.73778
Page 5of5
1
s
a
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-202342 Permit Number: WS-7-13-1473
Scheduled Inspection Date: November 04, 2013 Permit Type: Windows/Shutters
Inspector: Rodriguez,Jorge Inspection Type: Final
Owner: FRAME, ROSALINE Work Classification: Window/Door Replacement
Job Address:680 NE 97 Street
Miami Shores, FL
Phone Number
Parcel Number 1132060171610
Project: <NONE>
Contractor: ARCO CONSTRUCTION Phone: 305-892-6507
Building Department Comments
REPLACEMENT OF WINDOWS WITH IMPACT Infractio Passed Comments
RESISTANT AND ONE DOOR INSPECTOR COMMENTS False
I
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-202307. CREATED AS
REINSPECTION FOR INSP-194478. FRONT DOOR MULLIONS MISSING
BRACKET WINDOWS MISSING SEALANT ON BOTTOM TRACK
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
November 01,2013 For Inspections please call: (305)762-4949 Page 25 of 37
' f
i
0
October 31, 2013
Re: Casement Frame Assembly Tubes
To Whom It May Concern,
As specked in the Casement 740 series Miami-Dade Notice of Acceptance #12-
1218.09, the frame assembly tubes are not required to be clipped. Please see
excerpt below.
6)THE FRAME ASSEMBLY TUBE IS
NOT REQUIRED TO BE CLIPPED TO
THE SUBSTRATE.ALL EXTERIOR
JOINTS TO BE SEALED BY INSTALLER.
Should you have any questions or require further clarification, please do not
hesitate to call.
Sincerely,
PGT Code Compliance
1070 Technology Drive,North Venice,FL 34276•Telephone 941480-1600•Fax 941-488-3196•www.pgtindustries.com
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