REV-16-719 Miami Shores e Villa
�k� s g
BuildinDe artment
\ g p
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 MAR 21td
Tel:(305)795-2204 Fax:(305)756-8972 BY:
INSPECTION LINE PHONE NUMBER:(305)762-4949 'Sv�
FBC 201 .1,
BUILDING Master Permit No./2 L• - I? " /S - -2-2q9'
PERMIT APPLICATION Sub Permit No. f:2 qy(( -1 (9
kBUILDING ❑ ELECTRIC ❑ ROOFING �EVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
a .�L CONTRACTOR DRAWINGS
JOB ADDRESS: 64 N w 6
City: Miami Shores County: Miami Dade Zip: 3�! S
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder)` 4YVA XPi � Phone#:3 os 1.6 42b
Address: (o tiE L 4-47
City: A4 Lat L, o f State: trL Zip: 3 3 l
Tenant/Lessee Name: N �— !! Phone#:
Email: �b dot f t-/-e S C o C U✓i 4c- ll l/17 C J A ?
CONTRACTOR:Company Name: /v e S L C Caws � C� L Phone#: J,05' .2 b
Address: /! < < k qpt { eo-, r uV Y A( j o3
City: q so S /( State: / " L Zip:
Qualifier Name: �& ! Phone#:
State Certification or Registration M�C 6�� J`S Certificate of Competency#:
C O �sSG C l 4. / C S O S y l
DESIGNER:Architect/Engineer: Phone#: 3 2/+ 2 �� /
Address: l K C�.!/In Lj�W�s 1L dV City: �'�- ` // State: rc Zip: 33 s
Value of Work'for this Permit:$ !,S�v 0-0 Square/Linear Foota e
Type of Work: ❑ Addition ❑ Alteration ❑ New 'Repair/Replace ❑ Demolition
Description of Work:
.,
LO W
/f Ilt
6 P
r \
Specify�color,of color thru tile:
Submittal Fee$_ Permit Fee$76 W CCF$ CO/CC$
Scanning Fee$ 'CO Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$120 - 00 Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
f r•'
Bonding'Cornpany sham (if e applicable)
Bonding Compahy's Address
City State _ Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with 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.
;�
Signature Signature "-
OWNER or AGENT CONTRACTOR
The foregoing instrument was ackno ledged before me this The foregoing instrument was acr
ledged before rpe this
day of L 20 by Z 1 day of AlCt*^ ( ,20 G , by
/ 0"4 t t f Ly— ,who is personally known to ( t' !e S L of" who is personally known to
me or who has produced 0, 02A Jlz ` as me or who has produced -- as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC:
��a OIlf3(1d,{bbiiy� NOTARY PUBLIC: \����d�pt1•*• iii���
i a� yy •.9
•z=
Sign: ;�. �� �• _ Sign: _ C �•'�
Print: Print:
Seal: %, d.. � ��� Seal: %��/ 0, .*.•a•```\`\\�
APPROVED BY 7� Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
MIAMhDADE - MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wy.y.miamidade.gov/economy
American Warming and Ventilating(OH)
7301 International Drive
Holland,OH 43528
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(AHL).
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:Model LE-54 5"deep Aluminum Louver
APPROVAL DOCUMENT:Drawing No.1670,titled"LE-54 Impact Louver System",sheets 1 through 10
of 10,dated 07/23/2009,with revision Al dated 11/07/2011,prepared by W.W.Schaefer Engineering&
Consulting,P.A.,signed and sealed by Warren.W. Schaefer,P.E.,bearing the Miami-Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:Each unit shall bear a permanent label with the-manufacturer's name or logo,city,state,
model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise
noted herein.
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 renews NOA#11-1117.15 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.-
The submitted documentation was reviewed by Carlos M.Utrera,IP:E.
NOA No.14-0513.08
MIAMI•DADE COUNTY / Expiration Date:January 06,2020
� f�1 Approval Date:July 31,2014
Page I
a
l
American Warming and Ventilating(OH)
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA #11-11I7.IS"
1. Drawing No. 1670,titled"LE-54 Impact Louver System",sheets 1 through 10 of 10,dated
07/23/2009,with revision Al dated 11/07/2011,prepared by W.W.Schaefer Engineering&
Consulting,P.A.,signed and sealed by Warren W. Schaefer,P.E.
B. TESTS "Submitted under NOA#09-1015.10"
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,-TAS 203-94
along with marked-up drawings and installation diagram,of"EA-52 Aluminum
Louver Systems",prepared by Hurricane Test Laboratory,Inc.,Report No.0198-
0305-09,dated 09/29/2009,signed and sealed by Vinu J.Abraham,P.E.
2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram,of"EA-52 Aluminum
Louver Systems",prepared by Hurricane Test Laboratory,Inc.,Report No.0198-
0715-09,dated 09/30/2009,signed and sealed by Vinu J.Abraham,P.E.
C. CALCULATIONS
1. Wood screw calculations prepared by W.W.Schaefer Engineering&Consulting,P.A.,
dated 04/14/2014,signed and sealed by Warren W.Schaefer,P.E.
"Submitted under NOA#09-1015.10"
2. Structural calculations prepared by W.W. Schaefer Engineering&Consulting,P.A.,
dated 10/06/2009,signed and sealed by Warren W.Schaefer,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS-
1. Statement letter of code conformance to 2010 and 5th edition(2014)FBC issued by W.W.
Schaefer Engineering&Consulting, P.A.,dated 04/14/2014,signed and sealed by Warren W.
Schaefer,P.E.
2. No financial interest letter issued by W. W. Schaefer Engineering & Consulting, P.A, dated
04/14/2014,signed and sealed by Warren W.Schaefer,P.E.
07/23`
Carlos M.Utrers,P.E.
Product Control Examiner
NOA N.o.14-0513.08
Expiration Date:January 06,2020
Approval Date:July 31,2014
E-1
PANEL LOAD TABLE SEE CORNER60" MAX. FRAME WIDTH JAMB ANCHORS TO SUBSTRATE PER ANCHOR PANEL ANCHOR SPACING PRESSURE TABLE
(WITH SIDE'CLIPS) CONSTRUCTION REQUIREMENTS TABLE.ON SHEET 1. SEE (WITH CONTINUOUS SIDE SUPPORT ANGLE) "° 2,
DESCRIPTIONS A 2 ANCHOR SPACING TABLE ON THIS SHEEP FOR �' 07/"'/°M
PANEL (I)CUP ALLOWABLE ON THIS SHEEP ,. 4 4" MAX. 4" MAX. SPACING & END DISTANCE. ANGLE TO ANGLE TO LOUVER
WIDTH SPACING PRESSURE PANEL SUBSTRATE ANCHORS FRAME SCREWS ALLOWABLE
(W) (IN) (+/- PSF) ` WIDTH 20 21
(IN.) SPACING END DIST. SPACING END DISI. (+�SPSF)
8 120 (IN.) (IN.) (IN.) (IN.)
36 13 104 la z 8 z B 4 4 2 120
18 75 y AT OP NE o a z o E12' IM 36 13 7 1/2 7 1/2 3 3/4 104
8 120 OT B CA ,�,g D `� :3 18 9 9 4 1/2 75
42 13 89 WHEN UDWEB 2 E to a o 8 4 4 2 120
18 84 MOj (��ov )y � 2 42 73' 7 1/2 7 1/2 3 3/4 89
B. 120 3 Nn w Fi33 zd JAMB SPLICE 18 9 9 4 1/2 64
48 13 78 R FWHEN OR REQUIRED 8' 4 4 2 120
18 56 4" MAX, 4 MAI(, ACKING 48 13 7 1/2 7 1/2 3 3/4 78
8 120 4 MAX (SEE SECTION
4" MAX. 18 9 9 4 1/2 56
.54 13 69 �JAMB SPLICE ALLOWABLE DESIGN Al
DETAIL).OSPLICE B a a z 720
18 50 REQUIRED WHENPRESSURE Z LOCATION TO BE 54 13 7 1/2 7 1/2 3 3/4 69 z
8 120 FOR STACKING (SINGLE LOUVER PANEL) o 8 z o 8 4 BETWEEN BLADES. 18 9 9 4 1/2 50 S
60 13 62 (SEE SECTION SEE 'PANEL LOAD TABLE" n z�a `� O a LANE B 4 4 2 120
18 45 A1/4 FOR ON THIS SHOT FOR 9 E LOWER (REF. o
~ ELEVATIONS ON 60 13 7 1/2 7 1/2 3 3/4 6217 o
DETAIL). ALLOWABLE PRESSURE. w o !Ct 18 9 9 4 i 2 45 a
(1) CLIP SPACING WITHIN Spm w o 1r SHEET 1 & 2) ,a o
SLEEVE MOUNTED LOWERS LOCATION TO 40 OD jT
MAY NOT VARY AND SHALL BE BETWEEN i FO I
ALWAYS BE B". BLADES. SACKED/SPLICEOM SINGLE �VERTICALIYSMAY OR THE
� -?
LOUVER PANEL MAY'RUN VERTICALLY TO 3
'samoft wmftnadh EXTERIOR 4- MAX,
_1_;"'MAX. 33 INFINITE HEIGHT PROVIDING OPENING IS o�
ael►dlnellodE SUPPORT ANGLE TO LOWER FRAME CONNECTION PROPERLY DESIGNED BY OTHERS TO o=
AooMpM.io°t4o -Os .�Y SINGLE LOWER PANEL SCREW SEE ANCHOR SPACING TABLE ON THISSUPPORT.THE LOUVER PANELS.
Ex SHELT FOR SPACING&END DISTANCE
(ARCHITECTURAL Qy, NON—ARCHITECTURAL)
9y
i'°M C00°F
SCALE: 1/2" a 1'-0" INTERIOR ELEVATION: SLEEVE SPLICING NOTE FOR SLEEVE MOUNTED LOUVFRSw
84
(OPTIONAL SIDE JAMB INSTALLATION WITH
•( SLEEVE MAY BE SPLICED ALONG HORIZONTAL OR
GENERAL NOTES:
CONTINUOUS SIDE ANGLES) VERTICAL RUNS PROVIDING SPLICE DOES NOT OCCUR 1. THESE LOUVER SYSTEMS HAVE BEEN TESTED,ANALYZED It APPROVED PITT DESIGNPRESSURES NOT TO EXCEED SCALE. 1/2" •+ l'-O" WITHIN 12" OF ANY VERTICAL MULLION CENTERLINE. 2� e
THOSE SHOWN IN THE'ALLOWABLE DESIGN PRESSURE TABLE(S). (FOR DETAIL NOT SHOWN, SEE OTHER ELEVATIONS) CORNER & ADF END CONSTRUCTION Y
2. OPENINGS,BUCKING&MUM FASTENERS MUST BEPROPERLY DESIGNED&INSTALLED TO 7RANSFER WIND
LOADS TO THE STRUCTURE T SHALL BE THE RESPONSRNM OF THE PERMIT HOLDER 70 VMIFY THE STRUCTURAL FRAME LEAD:HORIZONTAL MEMBER IS SQUARE CUT,BUTTED TO `�'' 13
INTEGRITY OF THE EXIS7W6 SFRUCIURE TO SUPPORT THE LOADS SUPERIMPOSED BY THE LOWERS. VERTICAL MEMBERS&FASTENED WITH TWO 2)NO.7 X 1 i 4• �+�
3. ALL HARDWARE&FASTENERS SHALL BE W ACCORDANCE WITH THESE DRAWINGS&SHML NOT VARY UNLESS SMS HEX HEAD SCREWS INTO THE HOF AL MEMBERS SCREW $
SPECIFICALLY MENTIONED ON THE DRAMNCS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL SPUMES, OL O'
FINISH OR STUCCO. FRAME SILL-VERNCAL MEMBERS ARE ANGLE CUT,BUTTED TO
4. THE DETAILS&SPECIFICATIONS SNOYM HEREIN REPRESENT THE PRODUCTS TESTED&PROPOSED FOR IMPACT, ANCHOR REQUIREMENTS TABLE HORIZONTAL MEMBER&FASTENED WITH rn0(z)No.7 x 1 1/a• (' N
CYCLIC&UNIFONM STATIC AR PRESSURE lES1W0 IN CONFORMANCE WAFT THE FLORIDA BUILDING CODE PROMCAA.S OPENING TYPE FRAME CUP TO OPENING FASTENER MOIAUM MINMIN SMS SCREWS L410 71E VERTICAL MEMBERS SCREW SPLINES
TAS-21) 202&203 FOR URGE MISSILE IMPACT LOUVERS. (SUBSTRATE) TYPE EMBW EDGE DIST. •B ADF END-*HORIZONTAL BLADES ARE SOME CUT,BUITFA I �,T
0. THESE LOWER SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE VERTICAL MEMBERS&FOSTERED WITH 7W0(2)NO.7 OR N0.8 X
FLORIDA BUILDING CQDE(HBc)INCLUDING HIGH WLocm HURRICANE ZONES(RMZ), JAMB & NON-REINFORCED MULLION END CLIP ANCHORS i T/4•sus SCREWS txro THE BLADE SCREW {711,NF .�,
B. IMPACT SHUTTERS ARE HOT RECD WITH 7HESE LOUVER SYSTEMS. /
7. ALL ANCHORS SECURING LOUVER FRAME TO PRESSURE TREATED BUCKS OR WOOD FRUNO SHAM BE CAPABLE OF (�INCH.3&QED,B5) NO.14 SMS OR WOOD SCREW 1 3/8' 3/4• ��i 4C I!3/�/ii 3�T
RESISFUM CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. MIN.18 CA.33 NSI METAL SND 1 f-14 CR.8 SELF TAP RILL SCREW FILL 1 2• PItOIli1CFYEVlSHD b\\<4��••••......
,'a,/0# ;
I DETERMINE THE POSTNE&NECA7NE DESIGN LOM TO USE WHEN REFERENCING THESE DOCUMENTS W � �aNhtlatETald° `\Q,rp .,d
ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VEIDCFIY. FOR WINO LOAD CALCULATIONS IN B'TKK A38 STEEL 1 4-14 CR.5 SELF TAP RILL SCREW FORA. 1 2' t
U.
ACCORDANCE WITH 7FE FLORIDA BUILDING CODE,A OIRECTONMIIY FACTOR OF Kd O.BS MAY BE APPt1E0 PER 1HE MnW.Mt THK 6083-75 ALUM. 1 4-14 CYt.5 SELF TAP RILL SCREW FULL I Y Atop""* 11'I/ /./ z o,it T-
ASCE-7 STANDARD. NN.C-BO CMU 0 1 4'CONCRETE SCREW 1 1 4' 2' � ,(S F
0. ND DECREASE W Ai1.OWABLE STRESS HAS BEEN USED W THE CERTEICATION OF THIS PRODUCT. WIND LOAD SW _
DURATION FACTOR Od-1.8 WAS USED FOR WOOD SCREW ANALYSIS ONLY. WN,3000 PSI CONCRETE ( 1/4 CONCRETE SCREW 1 1/2r' 2• 3:10 fQ-
10.MATERIALS,WCLUDWO BUT NOT LIMITED TO STEEL SCREW%THAT COME INTO CONTACT WITH OTHER DISSIMILAR 7 O RIF k N x
MAIERWS SHILL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. TUBE MULLION END CLIP ANCHORS y\, Z y
It,EACH LOWER ASSWIPLY SHALL BE,PERMANENTLY LABELED AS fOLLOWSM
AMERICAN WARMING AND VENTILATING QZW.CR.3&C"0.55) ND. 14 SMS OR WOW SCREW 1 3/8' S/4" /�Lf'a'•••..•�.•.• \
NAIAH DADEE COUNTY PRODUCT CONTROL APPROM OLLAND,OH MINr(2)WEDOE
te�up(�µgID�1 hi4 o�L S SELF SELF TAP L SCREW
FULL 1/2,
Y '''//�I►I I p�o,``\ � o ►Ma
12.THESE LOUVERS ARE NOT TESTED FOR WATER INFILTRATION RESISTANCE,THEREFORE THE LOWERS ARE 70 BE Z
•INSTALLED IN A LOCATION WHERE THE ROOM BEHIND DEE LAVER IS DESIGNED TO DRAW WATER PENETRATING IN10 BOBS-75 A M 114-14 CR 5 SELF TAP RILL SCREW FULL 1 Y 3
THE ROOM,AND THE ROOM WILL HOUSE WATER RESISDINT/WAZER PROOF EQUIPMENT,COMPONENTS OR SUPPUE& CONCRETE 1 WEOCE ANC>KR
I&MULLED PANELS MAY BE HORIZONTALLY WSIALLED TD AN 1NNUMTTED NUMBER. VERTICAL SEAMM OF NULLED
PANELS MAY OCCUR PROVIDWO A STRUCTURAL SUPPORT IS DESIGNED&INSTALLED BY 07HERS TO SUPPORT ALL M(HMDEREQ STEEL OCONCRErE SCREWS SHALL BE ELCO R �IFIN PAMSET/RED FFAO TAPCONS OR LD
D.THEY M W NOT W UTM FSR DE M M°LY (�
IDAD.4 7RANSFEREO FROM THE LOWER ASSEMBLY(SINGLE PANELS MAY RUN TO UNIIRIW HEC1IT PER ELEVATION d' ORS SHALL BE IATI STAINLESS STEEL KWIK BOLT 3 L Fv nRA mNl ZOR wt A N - SHEET NO.NO LIULWN EKIS1S). LICABLE AT TIES ONLY. PAODUCf.NOt PRODUCED BY THE MwNUFAGIURER 1
10
MULLION ALLOWABLE DESIGN PRESSURE , ew w aftMilt Wxs.
(NON-ARCHITECTURAL LOUVERS) 60°MAX. 60" MAX Bo` MAX
MAXIMUM MAXIMUM ALLOWABLE PRESSURE FRAME WIDTH FRAME WIDTH FRAME WIDTH
MULLION LOAD (+/- PSF) Al D a
SPAN WIDTH. WITH NO TUBE WITH 4"X3"X3/16"WITH 4°X3"Xt/4' 4
(IN.) (IN.) MULLION TUBE MULLION TUBE MULLION
60 30.6 46,1 614
54 34.0 51.2 68.3 Lu
48 38.3 57.6 76.8 I
120 42 43.7 65.8 87.8 I I oP srt
SB 51.0 76.8 102.4 a$ 1 8
30 81.2 92.2 120.0 0 9 I 9
24 76.5 115,2 120.0 ?F 4 I 2 I 4
18 102.0 120.0 120.0 g v I I
60 42.0 53.2 84.3 w FF I
54 46.6 70.2 93,6 ul Gi 4 I
5 ALLOWABLE
48 52.5 79.0 105.3 �' DESIGNPRESSURE 5 w
108 42 80.0 90.3 120.0 �rn
36 70.0 105.3 120.0 = I (MULTIPLE I g Z
30 84.0 120.0 120.0 w z NON-ARCHITECTURAL oN
24 104.9 120.0 120.0 PANELS) o
18 120.0 120.0 120.0 I SEE MULLION I +t ooC)
60 56.3 90.0 120.0 '' t PRESSURE TABLE I z �o�
54 62.5 100,0 120.0 t ON THIS SHEET i �o
48 70.3 112.5 120.0 I i
96 42 80.4 120.0 120.0 I I d
36 93.8 120.0 120.0 0=
30 112.5 120.0 120.0
24 120.0 120.0 120,0 FOR LOCATIONS OF
60 64.3 120.0 120.0 JAMB CUPS, SEE MULLION LOAD WIDTH--�--MULLION LOAD WIDTH--)
54 71.4 120.0 120.0 SINGLE PANEL PANEL PANEL PANEL
84 48 80.4 120.0, 120.0 ELEVATION (NOTE CENTERUNE CENTERUNE CENTERLINE m
42 91.8 120,0 120.0 THAT FRAME SPLICE
36 107.1 120.0 120.0 DOES NOT APPLY TO EXTERIOR ELEVATION:
MULLED UNITS) MULITPLIE LOUVER PANELS
' 3o t 2o.a 120.o t 20.0
6075.0 120:0 120.0 (NON-ARCHITLUUMQ $e
54 83.3 120.0 120.0 SCALE: 1/2"
48 93.8 120,0 120.0
72 (3 PANEL UNIT SHOWN; MORE THAN
42 107.1 120.0 120.0 3 PANELS MAY BE MULLED/STACKED
36 120.0 120.0 120.0 HORIZONTALLY)"
60 90,0 120.0 120.0
60 54 100.0 120.0 120.0 ;
48 112.5 120.0 1 120.0 ,y
42 120.0 120.0 120.0
60 112.5 120.0 120.0 ``\\\\!1!111/���', W
s4 120.0 120.0 120.0 ��` zi *114.,,�, o
42 60 120.0 120.0 120.0 e.omMy�iq PRODUCTA6V1SM ����Q�ff•••••• •,,'•.� �.
M tompy M161h1 Nofl/a, Z A
� f�, "c� y t1 E,
NOTES: Aeeglr+oslb S7 .08 A.. /�� �7/$ ` h r o O+
1. SEE ELEVATION FOR DIMENSIONING HAL OF LOAD WIDTH ,,. NM
2.ALLOWABLE UNR.PRESSURE SHALL BE THE LESSER OF THE PRESSURE
SHOWN IN THIS TABLE &THAT SPECIFIED FOR THE INDIVIDUAL LOUVER Cownol y�7 z
PANEL ���d ti ,.• y���
1 0
slicer Na
2 � 10
FFWARMULLION ALLOWABLE
NN.N
DESIGN PRESSURE ; �a
60 3/8" MAX. 59 7/16" MAX. 60 3/8. MAX.
(ARCHITECTURAL 1/8" MAX GAP _ 1/B" MAX. GAP
LOUVERS) G
MAXIMUM MAXIMUM ALLOWABLE 4 4 6 6
N
MULLION LOAD PRESSURE
SPAN WIDTH PSF)
(IN.) (IN.)
60 61.4
54 68.3 OPPOSITEI
120 48 76.8E E 1
42 87.8
36 102.4 2 2
30 120.0 = 4
gL
60 84.3 w
108 54 93.6
48 105.3 F
z
42 120.0 ALLOWABLE DESIGN
96 60 120.0 PRESSUREN
rB
NOTES: o (MULTIPLE ARCHITECTURAL o
1. SEE ELEVATION FOR DIMENSIONING PANELS) 11 o00
2. LOAD WIDTH. SEE MULLION r-¢= I
BE THE LESSSEUNIT ES SHALLSSURE
LESSER.OF THE PRESSURE PRESSURE TABLE Z -10
SHOWN IN THIS TABLE & THATON THIS SHEET v
5 ° SPECIFIED FOR THE INDIVIDUAL
LOUVER PANEL
o
d � ETT
fOR LOCATIONS OF JAMB CUPS, EXTERIOR ELEVATION:
SEE SINGLE PANEL ELEVATION MULITPLIE LOUVER PANELS
(NOTE THAT FRAME SPLICE
DOES NOT APPLY TO MULLED (ARCHITECTURAL) z$
UNITS) SCALE; 1/2" - I'-0" ffi
S o
(3 PANEL UNIT SHOWN; MORE THAN
3 PANELS MAY BE MULLED/STACKED 33�
HORIZONTALLY) da
Ili
k'
``,,111111 t'►/,,,
•mn�f�haua.nale. =p1ftwhbftv1m" •ham �} 0 0 v�
A +eoNo .o No N-G 17/S�, 3 e}iC Q oc
4reY i�iid;Me3r� y ll,/lL¢f�f/1 %y ) z
6
SHEET No.
3 or 10
CREC
SUBSTRATE BY ��
"•" xiu
SUBSTRATE BY OTHERS a4 a/n
BACKER ROD & OTHERS BACKER ROD & CLIP/JAMB
CAULK BY OTHERS CAULK BY OTHERS26 ANCHOR PER
1/2" MAX, 1/2" MAK. 17 ANCHOR
`
SPACE F SPACE REQUIREMENTS14 20
TABLE ON
CUP ANCHOR SHEET i
PER ANCHOR 5
REQUIREMENTS
TABLE ON JAMB
1 SHEET 1 1 15 CLIP
SUBSTRATE BY 25 33
25 I OTHERS
2" MAX. 2" MAX 4
BACKER ROD &
i/8' X 1" CAULK BY OTHER
14 JAMB SIDLED EACH EXTERIOR
EXTERIOR CUP EXTERIOR 1/2" MAX. SPACE--I FRAME WIDTH
25
SECTION B
rs SCALE: 1/2 FULL 4 oN
--- — o -- ---- (NO SLEEVE & CLIPS TURNED OUT) � $
w JAMB SPLICE w JAMB SPLICE oo
(MULLION SPLICE (MULLION SPLICE z �o"�
IS NOT PART OF IS NOT PART OF 2 ro
THIS APPROVAL) THIS APPROVAL) % o
- �
CLIP/JAMB o
ANCHOR PEt
18 21
g 8 ANCHORREQUIREM ]
I TABLE ON
O SHEET 1
2 2
SUBSTRATE ERS 5 y p
BACKER s Z
5 CAULK B (5 �
EXTERIOR
3 3 1/2" MAX. SPACE —I FRAME WIDTH
SIL PAN Su YAM 28 SECTION 82
1/2' MAX. SPACE 1/2" MAX. SPACE 17 SCALE: 1/2 FULL 4
(SHIM AS REQ-D) SUBSTRATE BY (SHIM AS REQ'0)
OTHERS SUBSTRATE BY (NO SLEEVE & CLIPS TURNED IN) ;$
OTHERS 8 3�
SECTION 1 SECTION A2
SCALE: 1/2 FULL 4 SCALE: 1/2 FULL 4 W
0%111111//1"� e
(SLEEVE.MOUNT) PROPUCI RFli.WFD \�%� P 4c
. � Maflth FbrlQa gY�ppu�Ny�afiCthr PbtlO� �•• V /��� F N pg
AOolq/itCI NOS •0 Ala Ns S �.. O. I Lam. Z
uv� * W J 4 FF 3d
my
tty < O d
MlydtA&Comms M moi, Z �Il f Gj\` Z
*�QO �\\\ No.ir
+l a 111
4 a 10
1670
S
SUBSTRATE BY w�i •uw
BACKER ROD & OTHERS TUBE MULLION CLIP '-' MP
JSPACEFPAME
CAULK BY OTHERS ANCHORS PER ANCHOR
EACH EDGE REQUIREMENTS TABLE ON
OF ANGLE 1/2" MAX. SHEET 1 (4 PER CUP)
SPACE ai
——
dho
ISUBSTRATE BEXTERIORBACKER ROD CAULK BY OT1/2" M9 10
MULLION CLIP
SECTION II 27 I O ANCHORS Em
SCALE; 1/2 FULL 5 -� (REF.)
i pN
(WITH SLEEVE & CLIPS TURNED OUT) 2"� ® o O g g �
00
0 I zoo
17 5 II I 29 oro
26 EACH EDGE I 8"MAX. O.C.
I18-V1.5" OF ANGLE 7 28 I d
oo
75 II I __ O O � Mx
C t 3/4" n
I I O O �—
25 29
�1/2-
SUBSTRATE
BY 2 I I 5" MAX' 1/2" 1/2" a
OTHERS 4 I 10 1 3/4"
BACKER ROD &
Z;5„
CAULK BY OTHERS — (FOR DETAIL NOT SHOWN, 9- dI
EXTERIOR TUBE MULLION CLIP SEE SECTION E/9) a&
3 ANCHORS PER ANCHOR $ q
1/2" MAX. SPACE FRAME WIDTH-- SLLFm REQUIREMENTS TABLE ON
SHEET 1 (5 PER CUP F
SECTION B4 1/2"MAX. SPACE INOT WOOD SUBSTRATE, 4
SCALE. 1/2 FULL 5 (SHIM AS REQ-D) PER CUP INTO ALL
(WITH SLEEVE & CLIPS TURNED IN) SUBSTRATE BY OTHERS SECTION OTHER SUBSTRATES) 3i$
c1 3.a
(ARCHITECTURAL LOUVER WITHOUT PERIMETER ````4. ........
SLEEVE; INSTALLED INTO WOOD, STEEL, PRomwfR avm PAODUCTR4nm
ALUMINUM, OR METAL STUD SUBSTRATE) nrlwcs `Q"P1aa' y ° a:a
o Z
Mivnl Prods Co wd •k
pAOp`��
60 1 A
SHEEP NO.
5 a 10
SUBSTRATE BY
OTHERS TUBE MULLION CUP MULLION CUP BACKER SUBSTRATE BY 1/4" MAX.
ANCHOR PER ROD & OTHERS �I-4 w°pya
ANCHOR ANCHORS CAULK BY
REQUIREMENTS (REF.) 1t ERS
OTH17 26 a
TABLE ON SHEET 1 1/Y MAX.
(1 PER CLIP) SPACE 5
8
in
9 — --�
29 1
I� 29 II
EXTERK)R O I
II I — EXTERIOR I O I 29
1 1/2"
9 1 9 F
II (FOR DETAIL NOT SHOWN,
110 I SEE SECTION E/9) p (IO I o
00
I 1 I mom
ANGLE
3 16 1.5 LONG (11 AST EACH CORNER) Il i 3 Z
29 1 0 1 1 1/2' 1 129 12
I 1 10
290
i O.C. i 1 1/4' 9 G- -- 1 MAX. K- .
5 4 2a 1 e
TUBE MULLION CUP I I
AANCHOR NCHOR PER 9 ( 4 1/Y 1/2' MAX. SPACE 26
SUBSTRATE BY OTHERS REQUIREMENTS i i (SHIM AS REQ'D) SUBSTRATE BY OTHERS t7 'i$ fi
TABLE ON SHEET 1
SECTION C2 (1 PER CLIP) I o MODU( UVL48D SECTION
SCALE: 1/2 FULL 6 I I �g,�p SCALE: 1/2 FULL 6
(ARCHITECTURAL LOUVER WITHOUT PERIMETER 1 0 1 1 1/2 _ 1 ,1S (ARCHITECTURAL LOUVER WITH PERIMETER
SLEEVE; INSTALLED INTO CONCRETE SUBSTRATE) p DG SLEEVE; INSTALLED INTO ALL SUBST�Ar�y�S, o
(FOR DETAIL NOT SHOWN, SEE SECTION C1/5) i2 1 I M (FOR DETAIL NOT SHOWN, SEE SECTI(SM�`,�/*)j
�°a � I I POSITION Of THE SLEEVE PERIMETER SUPPORT ANGLE �3
VARIES WITH SUBSTRATE THICKNESS do MAY BE z
N0O POSITIONED UNDER THE MULLION END SUPPORT =y W * °C
j- 0
" (FOR DETAIL NOT SHOWN, 1 ANGLE WHEN THIS OCCURS,THE SLEEVE ANGLE ,?i 0 p
w Coosral SEE SECTION E/9) ATTACHMNENT SCREWS SHALL MOVE WITH THE ANGLE '�2;� Z ,lfy 6 0
2' do MAY BE POSITIONED TO RUN THROUGH THE 4`�b�• :. 4i
MULLION END ANGLE AND SLEEVE. ��j 66M *pQ1�;���� 6 �1
MULLION CUP ANCHORS 3 4"
SUBSTRATE BY
PER ANCHOR
SUBSTRATE BY REQUIREMENTS TABLE ON 13 3/4' BACKER ROD k OTHERS
OTHERS SHEET 1 (8 PER CUP) O CAULK BY OTHERS 26
BACKER ROD &
1/2" MAX, 17
CAULK BY OTHERS O JMIIN
SPACE
1/2" MAX.
F SPACE
4
O 5
19 �
Oo
1 13 vai� 12" 13
L.30 O W•- 30 OOM RENEW D
n® a 000VI, worm Hioda"
EXTERIOR O
io
On.
c4 wo1 g
IM�
6 3" MULLION CUP 0 �wm�� � o
ANCHORS (REF.) x d6�yCD& $
� . oo�
Lo S c> F=
W i ull i " Coco
D L SIL J 3/8" 13 caww 3 0)
2"MAX.
>0.
O O O O�O O O 2. 85-0.
30 --- — — — — — n
7 EQ. SPACES 7/8"
3/4 O 1 1/2"O.C. AT ENDS &
MIDDLE; ^
3 16 2 EACH EDGE o
2'- OF ANGLE „
3 g i
13 I O I S1.1µ 26
3 I I
DPW I ® I 1/2" MAX. SPACE 17
SILL Pay ULUON CUP I I (SHIM AS REQ'D) SUBSTRATE BY 3$
1/2' MAX. SPACE ANCHORS PER 19 I O I SECTION OTHERS 3,y
(SHIM AS REVD) ANCHOR WELDS 7 EQ. SPACES
REQUIREMENTS 12" 4 (REF.) I I AT 1 1/2" O.C. SCALE: 1/2 FULL 7
TABLE ON I o I NON-ARCHITECTURAL LOUVER WITH
SUBSTRATE BY OTHERS SECTION SHEET 1 (8 I 1 PERIMETER SLEEVE & WITHOUT TUBE MULLION; ,11111111111,
scatE: 1/2 FULL D1 PER CUP) I O I 26 INSTALLED INTO ALL SUBSTRATES) ��`%�0 *N4o
`� �. .•••........;" N
(NON-ARCHITECTURAL LOUVER WITHOUT I i (FOR DETAIL NOT SHOWN, SEE SECTION D1/7) ���'It�• ,o g
PERIMETER SLEEVE & WITHOUT TUBE f .
I I POSITION OF THE SLEEVE PERIMETER SUPPORT ANGLE ~y y�' .+-
MULLION; INSTALLED INTO ALL " I p VARIES WITH SUBSTRATE THICKNESS & MAY BE = a=
1" POSITIONED UNDER THE MULLION END SUPPORT S3 j p u q
SUBSTRATES) 3 I 1 ANGLE. WHEN THIS OCCURS, THE SLEEVE ANGLE i2 Z 1
do MAY.ATrACHMNENT SCREWS SHALL MOVE WITH THEBE.POSTRONED TO RUN Y ROUGH THE ANGLE ��i�6dbo........• 70 A
-`I 1" MULLION END ANGLE AND SLEEVE. ���/ 11111" 7 - 10
OM"11 BY, EHEq{m VA
MULLION CUP ANCHORS 70 MULLION CUP ANCHOR
PER ANCHOR PER ANCHOR
SUBSTRATE BY REQUIREMENTS TABLE ON OO SUBSTRATE BY REQUIREMENTS TABLE ON
OTHERS SHEET 1 (4 PER CUP) 0 29 OTHERS SHEET 1 (1 PER CLIP)
O O M
BA 88
I10 O O J 10
I MAX. 0 1 3/4"
29 O I
® I I
I I 29
1 �
1/2'EXTERIOR I � I /_�- EXTERIOR I
® I Irl 2" O z
I 1 3/4"
I g
(FOR DETAIL NOT SHOWN, ca o .
SEE SECTION F1/9) g
I
z t � oov>
® t MULLION CUP O I to
BA 88 ANCHORS I 8A 8B 0°
(REF.) 11 I I 3 Z 4
F uDmRmwm n�
31 I B"MAX. O.C. 29 { I wiu�ue • nx
BA 88
Qoouol
16 jA
00o I
10 5' MAX. i 10 n t°O�oMda S 2e
AoocxmmNo / /•r
R�. 1g,16
(FOR DETAIL NOT SHOWN j
A SEE SECTION F1/9) Al ill
TUBE MULLION CLQMULLION CLIP 38 a
ANCHORS PER ANCHOR ANCHOR PER 3A1
REQUIREMENTS TABLE ON OPTION: USE A CONTINUOUS-1 1/2" X 1 1/2" X 1/8" ANCHOR
SHEET 1 (5 PER CUP 6063-75 ALUMINUM ANGLE IN LIEU OF INDIVIDUAL REQUIREMENTS t%%111111111 w
SUBSTRATE INTO WOOD SUBSTRATE. 4 ANGLES PART /15. ATTACH CONTINUOUS ANGLE TO SUBSTRATE TABLE ON `��x�(� *jf //
8Y OTHERS SECTION D3 PER CLU' INTO ALL TUBE MULLION WITH 1/4-14 X 3/4" SELFTAP/DRILL BY OTHERS SECTION D4 SHEET 1 (1 ��`��,r••'••••.�y N
SCALE: 1 2 FULL 8 OTHER ) SCREW WITHIN.5" OF TUBE ENDS do 8" MAX. O.C. SCALE: 1/2 FULL 8 PER CLIP) ���Pf•
ATTACH CONTINUOUS ANGLE TO LOUVER FRAME WITH +"�U•� r o
(NON—ARCHITECTURAL LOUVER WITHOUT (NON—ARCHITECTURAL LOUVER WITHOUT ti z o o Z
i/4FRA X 3/4" SELF TAP/DRILL SCREWS WITHIN 5" y, �u w
PERIMETER SLEEVE & WITH TUBE MULLION; OF FRAME ENDS do 4" O.C. PERIMETER SLEEVE & WITH TUBE MULLION; � o < o
INSTALLED INTO WOOD, STEEL, ALUMINUM INSTALLED INTO CONCRETE SUBSTRATE) 2 0
& METAL STUD SUBSTRATES) (FOR DETAIL NOT SHOWN, SEE SECTION 03/8) �'',,dyb •••'•�F� •``
(FOR DETAIL NOT SHOWN, SEE SECTION D7/7) //// HH�psri, 16 0
SHM m
8 10
BACKER SUBSTRATE BY 1/4" MAX.
ROD do OTHERS 4 PER ANGLE BA 86
CAU4K..BY 17 3/16 1.5 LONG (1 AT EACH CORNER)
26
OTHERS-
1/2-
THERS 1/2" MAX. 15 15
SPACE I ( 18 21 16 31 31
—I 5 26 I I 25 25
l
I I 1 0 1
7
1 1/2" I I 4
I 12 29 0 O.C. 28
EXTERIOR I 2 ODUCPRP.VISIiU I I 6 A 6�WIYIgYwm1wr6o d�
gwmiftCoas — I ® 32
I DWO
I I 4 1/2" �I--1/8" 19 EXTERIOR
I I
I I SECTIONSECTIONF F
SCALE: 1/2 FULL 9 SCALE: 1/2 FULL 9
0 eA fie i
0-1 (ARCHITECTURAL LOUVER (NON—ARCHITECTURAL LOUVER oN
w I 15 I SEE
EEEO 80N ON I 0 I / " MULLION) WITH TUBE MULLION) is
112 I og IQ
I I FROD=um 0 O.C.
C 4 4.824---� o`c
�w .,�
°
s
I �w1ea�.elyle. 121 I o�
I I D�rea OB 0 I 2.250 0.078 ; v
I 29 (FOR DETAIL NOT SHOWN,��rZ
32 ---5.078
O --�
SEE SECTION F1/9)
t
I I 12 19 EXTERIOR 0.078 $,
i 1/4" 5.72.3--� �--1.250 SECTION 5.250 Z8 „
l MAX. 5 SCALE: 1/2 FULL 9 CZ1� +
—J 0'078 (NON—ARCHITECTURAL LOUVER �a �
0.060 E
WITH NO TUBE MULLION) kq
5.787
26 DEPTH AS REQUIRED �4.824 Z ffi
1/2" MAX. SPACE 17 TO WORK WITH F
(SHIM AS REO'D) SUBSTRATE BY OTHERS ��OPENING SUBSTRATE 2,297
J� III 0.060
SECTION pg O'er 1.500 _L OR ;$
SCALE: 1/2 FULL O3 SILL PAN (QE!nONA0 MIN. 0.125 O$)�p(E J 0.080 3fd
(NON—ARCHITECTURAL LOUVER WITH T- I 3•000
PERIMETER SLEEVE & WITH TUBE MULLION; --I 3.000 f- --{ 3.000 I—
`�N111
INSTALLED INTO ALL SUBSTRATES 3.470 ♦♦`♦F�.. .......
(FOR DETAIL NOT SHOWN, SEE SECTION D3/8) 5.000 ���♦Q�••,••t�•• •
1.596 4.000 0.188 4.000 0.250 0.250 U� fAV
POSITION OF THE SLEEVE PERIMETER SUPPORT ANGLE 0.078 S q r pt d
VARIES WITH SUBSTRATE THICKNESS & MAY BE s
POSITIONED UNDER THE MULLION END SUPPORT O7 BAF SUPPORT 2 O
ANGLE. WHEN THIS OCCURS, THE SLEEVE ANGLE BBACKErATTACHMENT Z
SKET NO.
MAY BE POSITIONED TO UN THROUGH THE SHALL MOVE WITH THE ANGLE ®TU9 N ( 86 WH NON LION (t�,c 9Q TUBE MULLION ]RED '�i�6yb�„*p. '
MULLION END ANGLE AND SLEEVE. ARCHITECTURAL O V R 1 ARCHITECTURAL Low�1LOW�1 LOWERS) ���hTtttltl►�� 9 10
REM/=1 REM DESCmoN MANUFACRIRER/NOWS •K ray
2.750 2.750 3" MIN. PAM •` ���
7" MAX. I LEAD 6063-Te ALUMINUM
0.500 (TYP.) 1.375 I 2 SILL 6063-T6 ALUMINUM
9/32" DN. I 3 SILL PAN 6083-T5 ALUMINUM '
0.750 HOLES 1--0.250 4 JAMB 8083-16 ALUMINUM
3.000 1.500 HOLES DIA. 0 1 5 SLEEVE 5052-732 AWLNUM
3.000 HOLES 0.750 8 BLADE" 6063-7e ALUMINUM
7 BLADE SUPPORT BRACMT 6083-T6 ALUMINUM
4.000 2' OO �� - 6083-TB OR 8061-7e AWMNUM
0.500 1.375 ee LUBE MULLION(USED WRH NON- 8063-TB Wt 6061-76 ALUMINUM
jig
LOUVERS1.375 J J .-. LB TUBE MULLION(USED WIRI 60&7-T6 OR 0061-T6 AMIANUM
0.250 CHITECTURAL LOUVERS AS REQ'D FOR PROPER 10 MuuJON ENo NsrAlATIONCtp 6081-i6 ALUMINUM
0.750 FIT WITH TUBE &AND SLEEVE tt MULLION ENo NsTAUAnox cup 8081-TB UMNUM
A 12 MULLION END CUP FOR SLEEVE 6081-TS ALUMINUM
9/18"DIA (NO LESS THAN 1' MOURr LOUVERS
4.000 2' HOLES 12 MULLION END CLIP FOR 13 MULLION END INSTAAARON CUP 8061-Te ALUMNUM
SLEEVE MOUNT LOWERS 4 LOUVER JAMB TO SUBSTRATE CLIP 6003-T5 ALUMINUM
15 SLEEVE OR TUBE MULLION TO LOUVER 8083-T5 ALUMINUM TWINMN 4'OF SLEEVE CORNERS
11 MULLION END 0.125 me clip OR tueE MULLION ENDS ANO MAx.e`D.C.) z
ip MULLION END INSTALLATION CUP �_ 16 TUBE MULLION TC LOVER BLADE ANGLE 6063-TS A.UMNUM F W
ARC ITECTURAL
INSTALLATION CLIP 1.500 L17 SLEEVE s ANGLE 6063-i5 ALUMNUM oN LDIIVER JAMB TO SUBSTRA WP 6063-75 ALUMINUM12.000 MULLION COVER 6083-T5 A UMNUM
7 SPACES 0 1.5" 0.750 (IYP.) ( ? F AS R 'D IN FIELD CONTBNNIUS SUPPORT ANGLE 6083 TS AIUMNUAIC)ot0.750 0.375 I ODNTINuoILS SUpPORr ANGLE_ 6063-T5 ALUMINUM z Fo
J MISC.FASTENERS Q
2.250 25 IA-14 X 3/0 SELF TM SCREW 2 PER CLIP 600
3.000 MIN.. 9/32" DLA. * 1.500 28 .114-14 X 3/4-SELF TM/DIt81 SCREW 1mHN 4'OF CORNERS do SLEEVE SPLICES Al MAX.
+ HOLES 8`O.C. CLUSTERED AT MULLION ENDS PER DET
OOWER JAMB T� 27 1 4-14 X 3 4 SELF IAPIDR SCREW 6 0.C.PER SECTIONS - a
14 li 28 1 4-14 X 3{ SEIf TAP DRRI SCREW 4 AT HEAD&2 PER BLADEO
9/32" DIA. 0.250 SUBSTRATE CLIP 26 1/2 EAD X e A307 HEX HPLATED STEEL 2 PER MULLION END n=
HOLES 0.375 OR SAM NUT A SOLT
0.125 9/32" DIA. HOLE 30 1 4-14 X 3 4 SELF TAP RILL SCREW 10 PERCUP
- -- -- T-_- �- /_L(NOT REQ'D WHEN St t 4•-t X 3 4 SELF TAP L sCRLw t PER CUP
$ -} ♦ 2.000 `i�'yJ-lf- TO SLEEVE) 32 N0.7 X t SMS SCREW V"a OF CORNERS&24 MAX.D.C.
1.500 33 114-14 X 3/4'SELF TAPDROL SCREW SEE ANCHOR SPACNO PRESSURE UBLE
TABLE
7 EQ. SPACES 0. FOR SPACND R EMTS e
875
0.750 O 1 1/2' O.C. 0.375 (TYP00 T) 0�' 410E 1.750 _Lf 25 � V
t3 MULLION END INSTALLATION CLIP
9/32" DIA 1.500 T- - � �
II HOLES --1 � 0.079 �1.5'TO 3" !lto01X4AHV188D a a
"I-0.125 15 SLEEVE OR TUBE I BodiettODdet����
M I L ION T LOUVER
0.829 �- Aar TAula W - .5 5 01
0.825 JAMB CLIP 1 5-i
1.500 @ MULLION COVER CONTINUOUS �g
♦4, r 12 5 81€
9/32" DIA 9/32" DIA1 0.125 1.500 3
HOLE 8" MAX. HOLES AT EACH 9/32" DIA HOLE 1.5"TO 3' ,- ��111tIt11fAAf
O.C. 1 LOUVER BLADE �- 0.250 1.500 O CONTINUOUS
0.375 •I T SUPPORT ANGLE ���QF•,,.•••••••..�iy�O♦ Z
2.000 1.500 AS REQ'D IN FIELD 1 1.5" LEG SHALL BE
18 TUBE MULLION TO J- 0.375 (TYP.) _ ��-----CONTINUOUS SEELCUUERRED TTOBTHE y !e *- o o; T
COINER BLADE ANGLE - 1 2.0001-- LL335 * D�
(ARCHITECTURAL LOUVER) O 9/32'DIA, 1.500 1.500 Met)ULCrREINP.60F - {< 0 2
(LENGTH - CONTINUOUS) 17 SLEEVE SUPPORT HOLES -L- -7- �«iY�+.FMria. Vt z N/1�t"jy z
(LENGTH -• CONTINUOUS 18 LOWER JAMB TO
1.5 SUBSTRATESHALL CUP BE ®C CONTINUOUS SUPPORT HO !3 �' b y��
SECURED TO THE tnoLrw M6 -1
LOWER JAMB 0
Moaei LL—,D4
HURRICANE LOUVER: ALUMINUM 5" DEEP,
FIXED DRAINABLE SIGHTPROOF TYPE BLADE,
WITHSTANDS DESIGN PRESSURE UP TO +/— 120 PSF
• TYP 5MODEL LE-54 STANDARD SPECIFICATIONS
FRAME: 5" DEEP CHANNEL, 0.078"" THICK 6063—T6 EXTRUDED
ALUMINUM ALLOY.
BLADES: 0.060" THICK 6063—T6 EXTRUDED ALUMINUM ALLOY.
0.080" OPTIONAL.
47't
FINISH: KYNAR"$BO4NE WHITE}
SCREEN: 1/2- REMOVABLE EXPANDED ALUMINUM BIRD SCREEN,
LOCATED ON INTERIOR.
MAXIMUM PANEL SIZE: 60" x 96".
WINDLOAD REQUIREMENTS MAY LIMIT PANEL SIZES.
MINIMUM PANEL SIZE: 12" x 12".
A = WIDTH DIMENSIONS: "A" (WIDTH) AND "B" (HEIGHT) ARE OPENING SIZES.
B = HEIGHT LOUVERS ARE MADE 1/2" UNDERSIZE.
DESIGN DATA: PASSED MIAMI—DADE COUNTY FLORIDA TEST PROTOCOLS
TAS (PA) 201, TAS (PA) 202, AND TAS (PA) 203.
NOA NO.: 11-1117.15
FBC NO.: FL13498
O O O O
O O O O
oe
SECTION VIEW
SILL PANJ STANDARD VERTICAL MULLION
P F N ED M
(JAMB SHOWN) 4 American Warming and Ventilating
LE-54 louver shown herein is
RL
230
wMes licensed to bear the AMCA
Seal. The ratings shown are
ATER based on tests and procedures
wliTWA= performed in accordance with
D W AMCA Publication 511 and comply
with the requirements of the AMCA
W�n� Certified Ratings Program. The AMCA
�� Certified Ratings Seal applies to air
performance ratings, water penetration
• •• ratings, and wind driven rain ratings.
00"011 american warming
awv, and ventilating
A MESTEK COMPANY
7301 INTERNATIONAL DRIVE HOLLAND, OHIO
Phone (419) 865-5000 Fax (419) 865-1375
/HITECTURAL VERTI STANDARDLLORIZONTALLE-54 STATIONARY LOUVER
LLION OPTIONAL DIRK BY ESS DWG. N0. REV.
nATc I
Water Penetration : 0.01 oz(3.0 g) at 1250 fpm (6.35 m/s) recommended free area velocity
Pressure Drop : 0.31 in wg (76.8 Pa.) at 1250 fpm (6.35 m/s) and 8850 scfm (4.18 scm/s)
Free Area : 7.08 sq ft (0.658 sq m) = 44.3% for 48" x 48" (1.22m x 1.22m) test size
INTAKE PRESSURE DROP FREE AREA IN SQUARE FEET (sq meters)
(248) 1
WIDTH
(174) 0.7
In. 12 24 36 48 60 72 84 96
(124) 0.5 mm 305 610 914 1219 1524 1829 2134 2438
12 0.21 0.49 0.76 1.04 1.31 1.58 1.86 2.13
(74.4) 0.3 24 0.63 1.43 2.24 3.04 3.85 4.65 5.46 6.26
610 0.059 0.133 0.208 0.282 0.358 0.432 0.507 0.582
(49.6) 0.2 36 1.04 2.38 3.72 5.05 6.39 7.73 9.06 10.40
914 0.097 0.221 0.346 0.469 0.594 0.718 0.842 0.966
a 48 1.46 3.33 5.19 7.08 8.93 10.80 12.67 14.53
it (24.8) 0.1 = 1219 0.136 0.309 0.482 0.658 0.830 1.003 1.177 1.350
3 60 1.88 4.27 6.67 9.07 11.47 13.87 16.27 18.67
(17.4) 0.07 1524 0.175 0.397 0.620 0.843 1.066 1.289 1.512 1.734
72 2.29 5.22 8.15 11.08 14.01 16.94 19.87 22.80
(12.4) 0.05 1829 0.213 0.485 0.757 1.029 1.302 1.574 1.845 2.118
84 2.71 6.17 9.63 13.09 16.55 20.01 23.47 26.93
2134 0.252 0.573 0.895 1.216 1.538 1.859 2.180 2.502
(7.4) 0.03 96 3.12 7.11 11.11 15.10 19.09 23.08 27.08 31.07
2438 1 0.290 1 0.661 1 1.032 1 1.4031 1.7741 2.144 2.516 2.886
(5.0) 0.02
Wind-Driven Rain Discharge Loss
(2.5) 0.01 Penetration Classes: Coefficient Classes:
200 400 1000 2000 10000
(1.0) (2.0) (5.1) (10.2) (50.8) Class Effectiveness Class Coefficient
VELOCITY THROUGH FREE AREA fpm(m/s) A 100% to 99% 1 0.4 &above
standard air- .075 lbs per cu ft B 98.9% to 95% 2 0.3 to 0.399
Ratings do not include the effect of a wire birdscreen C 94.9% to 80% 3 1 0.2 to 0.299
Test based on a 48"x 48"test size per AMCA Standard 511 D Below 80% 4 1 0.199 & below
Wind Driven Rain Performance 29 mph (46.7 kph)with 3 in/h (76 mm/h)
Water Effectiveness Coefficient Core Ventilation Free Area
Penetration Ratio of Discharge Velocity Airflow Velocity
Class A 99.0% Class 3 583 fpm (3 m/s) 6276 cfm (3 cm/s) 1133 fpm (5.8 m/s)
Wind Driven Rain Performance 50 mph (80.5 kph)with 8 in/h (203 mm/h)
Water Effectiveness Coefficient Core Ventilation Free Area
Penetration Ratio of Discharge Velocity Airflow Velocity
Class B 95.7% Class 3 673 fpm (3.5 m/s) 7243 cfm (3 cm/s) 1307 fpm (6.6m/s)
WATER PENETRATION
(91.5) 0.3
-
le
25
American Warming& (76.3) 0. Less than.Ot ozJsgft AMCA Standards
Ventilating certifies that the E o Are based on maximum of 1250 fpm free
an= model LE-54 louver shown E c (61'0) 0.2 area velocity and a min of.011oz/sgft
CERTIFIED herein is licensed to bear 0 fe free area of water Penetration. The AMCA
the AMCA Seal. The ratings V (45.7) 0.15 test was unable to determine the beginning
RATIMS shown are based on tests v water penetration due to the fad that is lies
ATER and procedures performed in (30.5) 0.1 above 1250 fpm through tree area.
accordance with AMCA c W (15.3) 0.05
D AIR Publication 511 and comply w
with the requirements of the LL o
WIf1D AMCA Certified Ratings 500 600 700 900 900 1000 1100 1200 1300
D�nFn9wn Program. The AMCA (2.5) (3.0) (3.5) (4.0) (4.5) (ao) (55) (6.0) (6.6)
Certified Ratings Seal
• • applies to air performance, VELOCITY THROUGH FREE AREA fpm(mis)
• •• Both maximum recommended free area velocity and beginning of
• • water penetration,and wind watertration are 1250
pene fpm at standard air-.075 lbs per cu ft.
driven rain ratings. The above water penetration data is based on mill finish,48"x 48•
LE-54 test size per AMCA standard 511.
Form No.AM LE-54 January 2010
STANDARD BOXED FRAME LE-54
INSTALLATION INSTRUCTIONS
STEEL SUBSTRATE SOUTHERN PINE
SUBSTRATE
BACKER ROD & BACKER ROD &
CAULK 3 SIDES CAULK 3 SIDES MOUNTING CUP
(BY OTHERSJ BY OTHERS ANGLE (LEG IN)
L
" MAXer
MULLION MAX—F MULLION SUPPORT �" MAX-
(LEG OUT)
SUPPORT ANGLE ANGLE (LEG OUT)
0
IPL STEEL SUBSTRATE
MOUNTING CUP
ANGLE (LEG OUT)
O
J" MAX.
MOUNTING CLIP MOUNTING CLIP SOUTHERN PINE
ANGLE (LEG OUT) ANGLE (LEG IN) SUBSTRATE
0
DO NOT
CAULK GAP CONCRETE CONCRETE ' MOUNTING CUP
SUBSTRATE SUBSTRATE ° ANGLE (LEG IN)
" MAX J �... . .• ;;
MAX. .. .. ... �, q
SHIM AS REQUIRED • '•. DO NOT v •. MAX.
(BY OTHERS) ::•:~ ' CAULK GAP '
STANDARD BOXED FRAME STANDARD BOXED FRAME CONCRETE SUBSTRATE
WITH STEEL AND WITH SOUTHERN PINE AND
CONCRETE SUBSTRATES CONCRETE SUBSTRATES
NOTES:
1) MOUNTING CLIP ANGLES AND MULLION SUPPORT ANGLES CAN BE INSTALLED WITH
"LEGS IN" OR "LEGS OUT" FOR ANY APPROVED SUBSTRATE.
2) "LEGS OUT" IS THE STANDARD CONSTRUCTION, "LEGS IN" IS OPTIONAL.
3) USE SHIMS TO OBTAIN UNIFORM CLEARANCE BETWEEN THE LOUVER AND THE LOUVER
OPENING ON ALL SIDES, SHIMS ARE BY OTHERS.
4) SHIMS UNDER SILL PANS MUST ALLOW ENOUGH SPACE TO INSERT "LEG IN" OPTION
INTO THE OPENING.
5) SEE DADE COUNTY NOA 09-1015.10 FOR INSTALLATION DETAILS.
american warming and ventilating7301 International Drive Holland,Ohio 43528
n[1 It V ._.- .,.. ..« <...,., ..., ... ..._�_,_... ._.._.. ...,..., .._..,,.:�.:...,,�..............
FLANGED SLEEVE LE-54
INSTALLATION INSTRUCTIONS
SOUTHERN
STEEL SUBSTRATE PINE SUBSTRATE
BACKER ROD & BACKER ROD &
CAULK 3 SIDES CAULK 3 SIDES VGLE
(BY OTHERS) BY OTHERS)
iL 0110
J" MAX. i" MAX.
MID.) (TYP.)
» MAX. MULLION " MAX. MULLION M
SUPPORT ANGLE SUPPORT ANGLE
(LEG OUT) (LEG OUT) " MAX��
STEEL SUBSTRATE
I
MOUNTING CLIP
ANGLE (LEG OUT)
MAX.
MOUNTING CLIP MOUNTING CLIP
ANGLE (LEG OUT) ANGLE (LEG IN) »
SOUTHERN PINE SUBSTRATE
DO NOT DO NOT
CAULK GAP CAULK GAP
® MOUNTING CLIP
r b'• ANGLE (LEG IN)
" MAX �' .. • MAX. , a
.•a ..•s
SEE NOTE 5 ``:.:ti." E NOTE 5 CONCRETE
SUBSTRATE
MAX.
CONCRETE FLANGED SLEEVE H FLANGED SLEEVE WI
SUBSTRATE BOXED STEEL D BOXED SOUTHERN PINE A
MAX
CONCRETE SU RATES CONCRETE SUBSTRATES " CONCRETE
T
CONCRSUBSTRATE
NOTES:
1) MOUNTING C ANGLES AND MULLION SUPPORT ANGLES CAN BE I LLED WITH "LEGS
IN" OR "L S OUT" FOR ANY APPROVED SUBSRTATE.
2) "LEGS T" IS THE STANDARD CONSTRUCTION, "LEGS IN" IS OPTIONAL.
3) THE LANGED SLEEVE OPTION CAN BE USED WITH ANY APPROVED SUBSTRA
4) E SHIMS TO OBTAIN UNIFORM CLEARANCE BETWEEN THE LOUVER AND THE. L VER
OPENING ON ALL SIDES, SHIMS ARE BY OTHERS.
SEALANT/CAULK BETWEEN FLANGED ANGLE SLEEVE AND SUBSTRATE (TYP. 4 SIDES)
INSTALLER.
6) TWO MOUNTING ANGLES RUN THE FULL HEIGHT AND LENGTH OF LOUVER.
7) SEE DADE COUNTY NOA 09-1015.10 FOR INSTALLATION DETAILS.
rN I 1 „jv american warming and ventilating 7301 International Drive Holland,Ohio 43528