HomeMy WebLinkAboutProduct Approval M IAM I•DADE MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miRmida4tgov/economy
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 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"PW-5520 Vinyl'PVC Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)",
sheets 1 through 11 of 11, dated 09/09/14,prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E., bearing the Miami Dade County Product Control Section 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 pages E-1 and E-2,as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez,P.E.
FDADE COUNTY NOA No.14-0930.25
MIAM
,,� ,}J/� j Expiration Date: April 30,2020
�1'/ Approval Date: Apri130,2015
Page 1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1
through 11 of 11, dated 09/09/14, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entiy Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked—up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-7897,dated
08/01/14, signed and sealed by Idalmis Ortega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-51h
Edition (2014),dated 09/18/14 and 04/07/15,prepared by manufacturer,signed and
sealed by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami—Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc.
for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16.
2. Notice of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours &Co.,Inc.
for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17.
anuel Pelez,P.E.
Product Coutr E aminer
NOA No. -0930.25
Expiration Date: April 30,2020
Approval Date: April 30,2015
E-1
PGT_Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS(CONTINUED)
3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13, expiring on 02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20.
5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 04/16/15,expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 2010 and FBC-5111 Edition
(2014),dated September 27,2014, issued by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest,dated September 27,2014,issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal issued by Product Control,dated 6/26/14,signed by Jaime Gascon,P.E.
Supervisor,Product Control Section.
G. OTHERS
1. None.
Manuel z,P.E.
Product Contr 1 E aminer
NOA No. 4-0930.25
Expiration Date: April 30,2020
Approval Date: April 30,2015
E-2
GENERAL NOTES:SERIES 5520 IMPAC7'RATLNG DESIGN PRESSURE RATING
IMPACT RESISTANT,MNYL FIXED WINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE.SEE
DMPACTRESISTANT TABLES 413,SHEETS 6-10
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH DUE
REQUIREMENTS OF THE FLORIDA BUILDING COLE INCLUDING THE HIGH VELOCITY MAX.BUCK WIDTH SEE TABLES 413 MAX,BUCK WIDTH SEE TABLES 49
HURRICANE ZONE ON114 (SHORTOR LONG SIDE) (SNORT OR LONG S
MAX O.G.SEE1.75 MAK
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIN040RNE DEBRIS REGIONS. B SEE TABLES 413 6*MAX D,SEE� _ -�I MAX O.C.SEETABLES4-9
FOR INSULATED OVSS INSTALLATIONS SIT HVO¢,TME OUTBOARD SHEETS SHEET4 I _ 4PPmxdevwmPlflywl�lBts
LITE(CAP)MUST TEMPERED. [ R."eWIM
3)FOR MASONRY APPLICATIONS IN MIAMI-0ADE COUNTY,USE ONLY A9AA9-0A0E r I VISIBLE I N= 5
COUNTYAPPROVED MASONRY ANCHORS.MATERLUB USED FORANCHOR LIGHTWLDTH TVISIBLE � U��TM M11Mm1 u Ned
EVALUATIONS WERE SOUTHERN PINE,ASTMC9000NCRETEMASONRYUNITSAND 1
CONCRETE WITH MIN.KSI PER ANCHOR TYPE r HETGHT.S� -_-
4)ALL WOOD BUCKS LESS THAN MIT THICK ARE TO BE CONSIDERED IX 1 - 7-1 (LONG--_ -� TABLES
(LNG S -----—_
INSTALLATIONS.IX WOOD BUCKS ARE OPTXINALtF UNIT IS NSTALIEO DIRE on To / SMORTSIDE) It
SUBSTRATE BUCKS DEPICTED AS2X ARE 1-IrrTHICKORGREATEa.1XAN02X I VISIBLE I / WSJ z
BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLYTRANSFERLOADS TOTHE A i / UGFIT A.SEE C I / LIGHT CSEE
STRUCTURE WOOD BUCK DESIGN AND INSTALLATION ISTHERESPONSIRLITYOF THE HHGLLT SHEETS HEIGHT SHEEff e :d
ENGINEER•(EOR)OR ARCHITECTOF RECORD.(AGRI, /
MAX BUNX ;
&)ANCHOR EMBEDMENT TO BASE MATERIALSHALL BE BEYOND WALL DRESSNG OR I I i HEIGM.SEE r
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TOACHIEVE EMBEDMENT. 1 TABS 4a
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEAUNGIFLASHING MAX O.C. i MAIL O.G. I SHORT SIDE) .- W .°
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES R
AND IS BEYOND THE SCOPE OF THESE INSTRUCTI ONS. 413
T BEE 0 m c
6)MAX 1N'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATIONMERE THE PRODUCT 1 TELLS }A ^ eLw O N
IS NOTFLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OFTRANSFERRINGAPPLIED I I o N K W
LOADS.WOOD SUCKS,BYOTHERS,6NSTBESUFFICIENTLYANCHOREDTO RESIST Bf- SMAX D� 175MAX T� 00 g �?
LOADS IMPOSED ON THEM BYTHEVANDOW. ZLL �LL ea
TYP.EQUAL-LEGBOX 8 TYP.INTEGRAL FIN&J-CHANNEL _
7)DESIGN PRE&SURES: FRAME(80°CORNERS) =Llj 10
A NEGATIVEDESIGN LOADS BASED ON STRUCTURALICYCLETEST PRESSURE,FRAME FLANGE FRAME(BO°CORNERS) LU X-
ANALYStSANDGLAISPERASTME13oa (ANCHORED THROUGH NAIL FIN) 125'MAK '_z 0m m
ESTRESSUI ION LOADS BASED ON WATER TEST PRESSURE,STRUCTURAU CYCLE
TEST PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM E1301L SMAX �Z dZ
B)THE ANCHORAGE METHODS SHOWN HAVE BEENDESIGNEDTO RESISTIHE 8'MAX _fX v Z W
WNNDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.71¢33-11Th C O J
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGNOFTHIS PRODUCETHE IS MAXOC ALAX O,C,SEE SED 3 W
ANCLOAD HORS URATION
PACT INTO COTCTWIFOR THOTHERATONLAR OF MATERIALS SHALL
ME SEE TABLES TABLES 4-9TABLES
® Z e0 `N
ANC HORS TEMENTSIOF THE
FLORIDABUTDING CODA FOR
ROSIONLSSHALLMEET 413 33Wiii IyL
THE REQUIREMENTS OF THE FLORmABUILOING CODE FOA CORROSION RESISTANCE.
B)METAL SUBSTRATE TO MEET WN.STRENGTH AND THICKNESS REQUIREMENTS PER fiEETABLES NSIBLE
CURRENTFLORIDABUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / WSIBIE 4-13 / LIGHT LL
LIGHT HEIGHT O
10)REFERENCES:TEST REPORTS FTL-7897;EUDDULTRACON NOA ELOO CRETEFLDL / HEHEIGHT MALGHBUCK T SEE Z W
NOM;ELCOAGGRE-0ATOR NOM;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE a MAX BUCK (L
SRONZEIUGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS:NATIONAL DESIGN HEIGHT,SEE TABLES" S O
SPECIFICATION FOR WOOD CONSTRUCTION.ANSUAF&PA NOS&ALUIBNUM DESIGN / TABLES 4-9 VISIBLE SH"G R
MANUAL (LONGOR
VISI11)PVBAND SG INTERLAYERS MANUFACTURED BY EM.DUPONT DENEMOURS&CO.,INC LIGHT WWIDTH SHORT SIDE) UGHTWIDTH ��T11..LYNA. 7j7i,
AKA KURARAY AMERICA INC. ••G ••�i(t
V MAX
GENERALNOTE6__�_.__f T -� MAXO.0-SEE TABLES" 125MAX Z*? N.58705 •*
ELEVATIONS_..._.__.___? I SMA%. 125'_J
MAX O.C.
FRAME sa wcaoa 2 VISIBLE LIGHT FORMULAS SEE TABLES 411 MAX MAX BUCKWVIDTH SEETABLE54-9 -"0'•W/ a`
INSTALLATION,FLANGE& VADTH:BUCK WIDTH-4-L15 MAX.BUCK WIDTH S._'ABLES43 (SHORT ORLONG SIDE) %•'. STAT Q
EQUAL LAD_ 3 HEIGHT:BUCK HEIGHT-41N5 (SHORT OR LONG SIDE) T••
INSTALLATION.
INTEGRAL FIN a TYP.EQUAL-LEGBOX& TYP.INTEGRALFIN& •..!7Omup
J421ANNEL_� 4 J-CHANNEL FRAME(CURVED OR '.�S,S - �1
GLAZING DETAILS. s FLANGE FRAME(CURVED ANGLED CORNERS) �L, NAI.
DESIGN PRESSURES_—_6-10 OR ANGLED CORNERS) 7j T L I I "WW
BOM a ASSEMBLY,.,....._11 - (ANCHORED THROUGH NAIL FIN)
A LYP.FJ58 i,PE
PFJ 65]05
TABLE 1•
Gla® Table WINDOW FRAMES MAYBE ANYOFTHOSE SHOWN BELOW:
Type Description8
R14
718'Laminated LG.:1l8•A Exterior Cap+7116'Ah Space+6110'Laminated;(2)Utes of IW,,A Glass With.090"PVB tmadayer 4 'W:�ce�cn
718•Laminmed LG_118•T Exteriof Cep+711E AV Space+SH0'Laminated;(2)Utes of lAr A Glass wish.090'PVB bdedayer 5 N=HEAT STRENGTHEN®
VW Laminated I.O:311E A Exterior Cap 310'Air Space+SHE Lentded;(2)Ltn o1118•A Glass vdth.090'PVB Irdedayer G 'T"T��
'PVB'-XW PWS INTERLAYER BOX OR
710'Laminated LG.:&16'T Exterior Cap 3l8'AV Space+5118•Laminated;(2)Ulm of 118•A Glass with.091'PVB Imedayer 6 'SG'.X •SENIRYGIAS EQUAL
1•laminated LG.:110'T Exteri�Cep+7110'Alr Space+7116'Laminated;(2)Ltd 01`31116'A Glees Wth.090'PV13 Medayer 7 rtrTERtAVER FLANGE tED
1•Laminated I.G.:3116•A Exterior Cap+3/0'Air Space+7/16'LannInated;(2)Utes of 311E A Glass with.090'PVB Intedayer 0
1'Laminated I.G.:311E T Exterior Cap+3/0'Air Space+7110'Lemioaled;(2)Ulm of 3116•A Glass with.09E PVB Medeyer 9
11 Laminated I.O.:3116"A Exterior Cap+310'A9 Space+7/t0'laminated;t2)Ulm of3P10'A Glass with.09E SG Interlayer 10
15 1'Laminated LO.:3116'T Exterior Cap+310'Ab Spam+711E LamlrmteQ(2)Utes of 3116'A Glass with W SO interlayer 11 GLASS TYPES a THROUGH
18 1•Lamineled l.G.:/18'T ExledorCap+7/16'Air Space+711Elarmnaled;(2)Utes of311E H 0406 WSh.09E SO inlerwer 12 11 MAYNOT R.DSEGWrtH
}N FRAMES. UiIEGRAL
17 t'Laminated LO.:311E 7E%Ie11oI Cap+310'Air Space+7118'Laminated;CA Lies or&t0'H Glass x11h.090'SG Imedayer 13 •FIN FmMff.S
TABLE 7.ANCHORS INSTALLED UGH FRAME
Min.Ed00 M9L •MIK OF 3TNREA03
Group Anchor SubstrateDiatoms. Embedment' a BTRSSTRATE.FOR�
R
IN
(111 SMS P.. pine(SG=. 8) 1 STEELS M07 J - NNEL INTEGRAL
(stmt,188 S.S. Stmt AW 318• Q050'
Ml 1.8S.) Steel Stud A653 Or.33' 3rd' 0.0451'(11 Ga) -UNGRVALUESNIAYCMN
BE
A Alumbwm,6063-T6• 318' D•O50' USED FOR GROUTED
P.T.Southern Pine(SG=0.55) 7118' 1316• CMU APPLICATIONS
3/10'efeel Uitreean Concrete(min.2.85 ka) 1• 1x18•
Urgrouled CMU, TM C-90) 2-1W 1-114•
N12 SMS P.T.Soulhem Pine(SG�0.55) 9/16• 131E
B (steel,1"S.B. Steel,A38' 318• 0.050'
cr410S.S.) Steel Stud,AM Or.33' 310' 0.0451•(18 Ge.) ALLARCHITECTURALWNDOWSHAPES QUALIFIED.COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE INA SLOCK(SEE EXAMPLES
Allamnuo"6183.75• 3W 0.083' BELOW),AND OBTAIN DESIGN PRESSURES FORTHAT BLOCK SIZE FROM DESIGN PRESSURETABLES413.SHEETS 6.10.
114'cleat Ultmwn Controls(Mn.2.85 ksl) 1• 1314•
C Untirouted CMU.(ASTM 6'90) 2.112• 1-v4• Fes—� --i F•----S� ^I F---SIDE i ---I DE F'-
1/4's1eelCreleaml
Concrete(minS35kel) 1• 1314' Tr--- --� T�-- ---1 TI---- ---� r— —,
IW steel Utmcon P.T.Soulllem Pine(SG=0.55) r 131e• kw I I E<w I I
Unpreute0 CMU,(ASTM 6'80) 2-112' 7-v4• Sur
114'steel Crefeeex m
P.T.Southam Pine(SO=0.65) 1' 1316' I I w
D —1/4'steel P.T.Soulhem Pine(SG=0.55) V 131E 1 1 1 ApTae.ae.raaa134122.hkfba
Aggro-Gator Grouted CMU.(AS1M CSO) Y 2 LONG LONG LONG LONG LONG i Flurldn Welea-
f— ON —I F-- SINE —i F— sroE --) f--SIDE —I 1— smE --i
v0.•cleat Ulbacan Concrete(nun.285 Hal) 2-v2 I-VIP T r——— T r— —.1 "f('——— -1F 17— —, -1�1- , �1 Nos+ -t'�'
114'steal Creteoex Canuele min 3.35 ksl 2-1/2 1314• I Flo I I I��{ 1 !� 1 1 ellaol Prue
v0.'eleel A9greGator Concrete(Mn.3.276 kap 1-112 1318• o.l o11N 1 ow 1 iW / u Q,
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN 11u� 1 1 J L J
Group Anchor Subdmt. Min.Edge Min. L ``���(LYNN qU tri
DistanceEmbodmenY ``��pN•-......,,(7
E '2.112 x.131'Common Neo P.T.Scream Piro 10'(SG=.55) 3 2-7/10' `10ENSF''-
:'
2-12'Rirgoherk Roo1ry HaY P.T.SONMrn Pine(6G=.55) 318• 2-7110' =*:� No.68705
P.T.sachem Pine75* 5) 118, 131E c VIVINYL FIXED WINDOW NOA(LMBSM) $ 919114
910 Tlmaheed 9M9 Aluminum,8083-3-15• 318• 1.050'
(cleat,1885.8. Steel stud Gr.33• air 0.0451'(1B Ga) 8 GLASS/ANCHORSIFRAME OPTIONS J ROSOWSVJ if g 15
or
_ -p slA D kr
F P.T.ySa4Mrn me(SG'65) oil 0.083' BEIN.OF3EME cERr.of ADTH. 0e �g ''•Steel.AW 318' 0.0507 \�S,S/ NAI.�?G�•
812 SMS
(alae),188 S.S. steel Stud Or.33• 310' 0.050' SUBSTRATEFOR 7070 TECHNOLOGY DRNEo '�'''IIr ILII•"`
a 4109.5.) Steel AV .11 x060" STEEL STUDS,MW N.VENICE,FL 34275 x ALYNNIaIIHLPE
318' w�asKSI. (941}480-1000 PW-5520 " NTS 2OF11z MD-5520.0 P,Esmros
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEGIBOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHOREDTHROUGH FRAME ANCHORED THROUGH FRAMEAND IX
INSTALLATION DIRECTLY INTO CONCRETEMILL BUCKSTRW INTO CONCRETEA2M.
OPTION EMBEDMENT SEE NOTE2.THIS SHEET. EMBEDMENT
ANCHOREDTHROUGH EDGE DISTANCE ) 1M MAX
FRAMEINT02XWOOD J_ 1�•�
FRAMEORBUCNSTRIP. r SHIM 2 4 I
SEE NOTE 2,THIS SHEET. EDGE Q •:WEDGE
FLANGE O EMBEDMENT DISTANCE
$
ANCE
FRAME f
BHGWN I •� _
DRMAIL TYP.ANCIHORTYPF
,
'THICK I.G. TYP.ANCHOR TYPE.
y SHIM EMSFDNTAXDEDGE I� I EMBS MSTRAETNETAND
TYPANCHORTYPEDISTANCEAEDGE DISTANCE P
EA
SU
SUBSTRR
SEE
EMBEDMENTAND SEETABLE2.SHEET2 TABLE 2,SHEET2
D EDGEDISTANCEPER -
Q SUBSTRATE.SEE
S �I�rII
TABLE 2 SHEETZ pOy I7/B•7HICICLG� �O
FLANGE EXTERIOR VISIBLE UGHTN1DTH 7
FRAME (� EGMO
NOTES:
SHOWN V LFRAME
70 MUCK I.G. SUCKWIDTH SHOWN
1)USE ONLYSUB$fRATE-APRiOPRIATE ANCHORS
LISTED ON TABLE 2.SHEET 2 FOLLOW EMBEDMENT HORIZONTAL SECTION A-A
AND EDGE DISTANCE LIMITS.ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW.
DADEAPPROVED MULLION,FBC COMPUANTALUMINUMISTEEL FRAMING OR STEEL SND.
2)MASONRYANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLES SHEETZ
VISIBLE PER TABLE 2.SHEET2.ALL WOOD BUCKS LESS THAN U:—FRAME
1.12•THICK ARE TO BE CONSIDERED Ix
BUCIf LIGHT INSTALLATIONS.IXWOOD RUCKSARE OPTIONAL R y OIDORD12STEEL �I 114`MAXSHIM
HEIGHT HEIGHT UNIT IS INSTALLED DDTECTLYTO SUBSTRATE.WOOD SACS(G Lsm
BUCKS DEPICTED AS 2X ARE 1.127THLCK OR TABLE 2,SHEET 2
GREATER 1X AND 2X BUCKS(WHEN USED)SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE.WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED �L3
TO AS DAYLIGHT OPENING)IS MEASURED FROM
1•TIiICK LQ BEADINOTOBEADING. EOUAL
GE LEQUAL PPm.M.—pilin ollft
i'bUd nidin�ad
II�rJI FRAMETYP.ANCHORTYPE. N UI�J FXTEftlON SHOWN o YtOAY �m
EXTERIOR (�7 EDGEDMENTAND
(L7 4 O ILJI SSUGDBSTATE•SEE E Dill P� INSTALLATION INSTALLATION
TABLE 2 SHEEr2
EoOu• OPTION 4 OPTION 4
LEOIBOX ANCHOREDTMROUGH ANCHORED THROUGH
FRAMET-1l4'MAJL.SHIM FRAME DJID METAL FRAME DRO METAL �`apN..•,,,,,,Mi`!,
SHORT! c` , uCENSF'•:"1'��i
o T
. *' N0.58705
F VINYL FIXED WINDOW NOA(LM&SM) g 9/9/14
EMBEDMENT
VISIBLE FORMULAS g FLANGE&EQUAL:LEMOX FRAMES J ROSOWSKIsY.3 3 S W
INSTALLATION WDTM:suacLWDm-aalte• - ��'�F'•..'•2amo?;:
OPTION2 EDGE DISTANCE HEIGHT.BUCKNEIGHT-daT1B' CERT.OF RUTH.C21N98 8 ',SSS./O ......ANCHG�
RAMS DIRECTLY
INTO
1070 TECHNOLOGY DRIVE "10
WH EE�1fYMU 0 VERTICAL SECTION B-B N.VENICE,FL 34275 s z . NAI ER.
(941-480-1600 a PW5520 NTS h 30F11 MD5520.0 A. PE
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
OPTION 0 OPTION 5
INSTALLATION OPTION 5 kFIER
ROUGH ANCHOW07HROUGH INTEGRALFIN N4'14AXSHI1
ANCHOREDTHROUGH EMDOMENTXWOOD EDGEDISTANCE
INT02X WOOD FRAME OR BUCXSTRIP.INTEGRAL FIN INTO 2X WOOD 1.EMBEDMENT 2. S7HREIEETSEE SEE NOlE 2.THI55HEEf.
NOTEFRAME OR BUCKSTRIP.SEE 7E2
NOTE 2.THIS SHEET. EDGEEDGEDISTANCE DISTANCE3CHANNEL FRAMEROWNEMBEDMENT
TYP.ANCHORTYPE, 1'THICK L0.
1 EMBEOATENTAtrD U
EWBED ENTANPE. EDGEDISTANCEPER
EL®EDME PE SUBSTRD EDGE SOLE ZSE.SEE TYP.ANCHORTYPE.
B a ^ DISTANCE PERSUBGIRATE, TABLE 2.SHFPiZ INTEGRAL
CJI SEE TABLE 3,SHEE72 EMeEOFffNTANO mGE
5 (NAIL SHOWN) (SCREW SHOWN) 00 Lip, 7/S'TNICK L¢� D FRAME DISTANCE PER SUBSTRATE
IF'^ Oy,M SEETABLE3•SHEEf2
ICLNNHEI EXTERIOR VISIBLE LIGHTWIDIH 7 OWLSHOWN)
FRAME T7
7B'THICK I.0. NOTES: SHOWN V
suclLwIDTH
1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABLES 2 A%SHEET 2
MB
FOLLOW EEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION.FBG COMPLIANT ALUMINUMISIEEL FRAMING OR STEEL SND.
Be USED ON ANY SIDE OFTHE WINDOW. MAYBE VERTICAL OR HORIZONTAL SEE SUBSTRATE PRTIPERMS TABLES2&3SHEET2
2)MASONRY ANCHORS MAY BE USED INTO WOOD
AS PER TABLE 2 SHEET 2.ALL WOOD BUCKS LESS
BUCK VISIBLE THAN 14ir THICK ARE TO BE OONSKIERW IX
LIGHT INSTALLATIONS.IXWOOD BUCKS ARE OPTK AL
HEIGHT HEIGHT IF UNIT IS INSTALLEDDIRECRYTOGUBSTRATE. V4'MAX SHIM 010OR012STEEL IM'MAIL
WOOD BUCKS DEPICTED AS ZX ARE 1-11T THICK Ems(GSA SEE SHIM
OR GREATER.IX AND 2X BUCKS(WHEN USED) TABLES 283•
SHALL BE DESIGNED TO PROPEALYTRANSFER SHEET2
LOADS TO THE STRUCTURE WOOD SUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OFRECORO. O
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
REFERRED TO AS DAYLIGHT OPENING)IS
I'THICK LO. MEASURED FROM BEADING TO BEADING. �
FIN R �PDIosN 9 alloyBBAR4
FLANGENGE MAY Fb Ipn�
^I REMOVED U4FEL13 D�o Dam
INTEGRALFII re EXTERIORNOAB i
EXTERIOR TYP.ANCHOR TYPE.EMBEDMENT FRAMESHOWN D
3 AND EDGE DISTANCE PER DTw
SUBSTRATE.SEE TABLE 3,SHEET2.
INTEGRALFIN
(SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 0
FM INSTALLATION MET L.SEE GH TAB 3.SEET 2. , INSTALLATION EETABLHTHEFRT 2. 111111 Tr
FRAME 114'M4K INTO METAL SEE TABLE 3.SHEET 2. INTO METAL,SEE TABLE 2.SHlE'f2 `�T111 LYNN rr'�
o SHIM
s1/owN t�'.ucENSF:�Fq%;
INSTALLATION o * •:
EDGE No.58705
OPTION 5 DISTANCE VINYL FIXED WINDOW NOA(LM85M) a° 919114 _
ANCHOREDTHROUGH
INTEGRAL FIN INT02X "J-CHANNEL B INTEGRAL FIN FRAMES J ROSOWSKI �0:� •�_
WOOD FRAME oa VISIBLE LIGHT FORMULAS
S):• g
BUCKSTRI. SEE NOTE 2. WIDTH:BUCK WIDTH-4�T/S' :, FT EO :•�I!/`
TWSSHEET. EMBEDMENT IIFIGFIf`.BUCK HEIGHT-4x118' CERT.OFAUTH.02�BB �`'•..�OMDP:'��:
1070 TECHNOLOGY DRIVE p`g °SS��NAI-E `
VERTICAL SECTION D-D N.VENICE,FL 34275N
111
(941)480 ..
941)480-1000 o PW-5520 NTS 4 OF 11 0: MD-5520.0 -z ALYPN�N;� PE
�I VT NDM 71r NONOM. +{ 718'NOM
5116•A/APVB I 5116'AIAPVB I 5/16*AM PV13 5116'A/A PVB
7116•AIR SPACE 7118'AIR SPACE 318"AIR SPACE 3/8'AIR SPACE +PAm•w m comPbiammm,
1/8•A GLASS 118'T GLASS 3118•A GLASS 3118'T GLASS
a IDR <J MCIEMOR <DMIAIOR aIXTFRIDR �
IDMeplW
DURASEAL, DURASEAL, DURASEAL, DURASEAL,
SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER
OR CARDINAL SPACER OR CARDINAL SPACER OR CARDWAL SPACER OR CARDINAL SPACER
GLASS TYPE 7 GLASS TYPE S GLASS TYPE 9 GLASS TYPE 10
z
1'NOM-�{ ,•NOM-�{ I�,•NOM I+-,-NOM-�I
I I I I I N
7/16•/VA PVB 7/16"AAA PVB 7116"A/A PVB 7116'AIA SG m O o
7/16'AIR SPACE 318'AIR SPACE 318'AIR SPACE 318'AIR SPACE } a a�"D p o
118"T GLASS 3/16•A GLASS 3116'T GLASS 3116'A GLASS p
aEX,ERIORaMaMOR aMaMOR aEXTERiDR ZLL �LL
DURASEAL, DURASEAL, DURASEAL, DURASEAL, U X Vi d
SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER Z m p N as
OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER ^�
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 Z D_l < a
z o
3 m
O Pas
Imo--,'NOM-►{ I�,'NOM.-�{ I-�-1'NOM-►I ® N
I I I I I I a
W o "�
7116'A/A SG 711W HIH SG 7116'H1H SG EXTERIOR ° �• Z R
318'AIR SPACE 7116'AIRSPACE 31W AIR SPACE ,!
,fI NOMGIASSz
8"
3/17 GLASS 1/8•TGLASS 7 306' GLASS 75 78 Rn BrrETYP. S p 3a
a EXTMOR < Eiocr m le
G]E%IERIOR
7 74
DURASEAL, DURASEAL, DURASEAL. O �•`�,�TpNY LYNN Qfj4fii
SUPERSPACER SUPERSPACER SUPERSPACER .........
ORCARDINALSPACER OR CARDINAL SPACER OR CARDINAL SPACER QA;:'JcexsF'.•Fq%%
GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 z*'/ No.56705
• - '�O'-.
STA o�sr�
G=NONOTES: •• ••• • :'� F -
A•=ANNEALED nMAY N07 EE USED VifTH FS [ORIOP. G,��:
M'=HEATS7RENGT63NNED 11GLAssrensuTHRouGH
J.CNANNEL OR INEGRAL TYP.GLAZING DETAIL '�S/oNAL E�•`'
'r-TE ERED •FN FRAMES •!!/l���•�•'
'PVB'=.ow PW
"W-OBB'SENTRYOLAS A.LYNN x613t PE.
PEJ WM
so Sib(I.) g � shut Side 0)
M, u�LWSW m��aua
lilt
vm FS
a o i t
E N
22$2
b$ $I
$$$$$$$ $$$$$$$$u$O$o N
9
I Ili I litli&lilt 1
' t
0 g tly i&ill,&i I r
_S �N
r
—
will
1070 TECHNOLOGY DRIVE R°J R-;LU r �
�.:.......,..,„� N.VENICE,FL 34275
P.O.BOX 1520 c
N&OMIS,FL 34274 8
tton c`'•oa
pf12, m � nz CERT.OF AIlili.eY9286 (84} 01600_Co z_
LA VINYL FIXED WINDOW NOA(LMSSM) 8 818114
M ^:,�'/tib.,'.....•..*'•S'}: DESIGN PRESSURE TABLES A &d�^J ROSOWSJU r $
Rt i i i+� ` PW-5520 NTS 111 s OF 11 §'$ MO-Mo.0
I
la tv
6-
4, a ———————-
t MIN&MY&r;
OT ti 2
lt,
T Fl!
Jim, I I
9 T
1070 TECHNOLOGY DRIVE
�O� ��Tc � N.VENICE,FL 34276
P.O.BOX 1629 2
NOKOMIS,FL 34274
A (S41)460A600
FD(;E
V' PRESSURE� H, _W
rDE1,11EN E TABLES B
DIED WINDOW NOA(LM&SM) jai 910114
d$KI
T L
DESIGN 70F113 MD 5520.0
111 9
TAB(E B:
Window 06algn Presswo,(4!-psi) tkaN0.lst�
1
3/16"ACap-Airspace-7116"ALA wIth PV8 Nm� 12
-3
Wind4ty t0Dp 8tdR(t8 TABLE DIMENSIONS MAYBE
OBO{nSI011SR69.649 71 7J 7'T 7B BD 99 F*70
09 92 96 B932 +&To +170 +170 41.70 4170 +170 +1-70 41.70 41.70 W-70 ��W TI�•�34 +1.70 41-m +1-m N-70 41-70 N-70 +lm +170 +1.70 41-70 lHOPJzaN7ALLYASSitaMYLONG
JB 41-70 +WO +t-m +td0 +tm +!-T0 +1.70 thm +tTO +1470 SmE38 +170 +1.70 ♦1-70 41.70 +1.70 ./-70 +l-70 41.70 W70 +1.70 LONG$WE le40 41-70 +!-m +t 70 +1470 41.70 41-70 +170 +1 TO 44.70 41-70 Nom42 +170 +170 +1.70 +170 41.70 W-7p .41-70 11.70 41415 41-M7SHORT41W{4 41-70 4170 +1-70 +1-70 41.70 +t-m W70 +1-49.8 +188.4 41-3.7 L ) {O� y VUE '"
45 +170 41.70 0.70 41.70 41-70 41.70 4170 +1-70 44.69.9 +147,4 +1.8319 +181.7 -�I t^-
m�• 45 41-70 +1-70 •+1.70 4170 o.TD 4-70 +1.70 +770 4+47.8 41813 4181.9 41-A7
60 +1.70 +140 4/•70 +/-70 41»70 11.70 4189,6 4188.61 +1-819 41.61.4 41-699 p
52 +1.70 #TO +1.m 4170 4170 41-70 +1-8'/.6 +1-.68.9 4k&2 4181.6 LONOSMF
y 64 +170 .1.70 +1-70 41-70 +170 41.70 +186.2 41-13 41462.6 ;
56 +170 +1-70 +1-70 0-70 +170 41-92 41-4.7 41834 SNORT
6T 41.70 +1.70 +t-70 +1•70 41-68 41-61 +18LONG
4 SIDE SIDE
6D ♦1-70 +1-70 +170 4+-69.7 41.67 44-63 tO r
G2 +170 .1.70 +1469 41-7.9 41462 A1AX O.CSPAONGIFANOIOIUNG MAX.O.CSPAONGIFANCW-G K
64 +170 4,m 41.663 +1.663 TiGNJUWITHEPRAMEPERSHEETS3&4 7fOtOUGHAiENiTEGPALFINPERMW 4�
APPOEL TO D,OOfl DANOA7RS APPUEGm FANa�RS � hI 'IOO l�V
(SEETABIE2) (SEETME3) SHORT 0 R k 7 4j
66 t1--64 i1-7A fes- 4' SIDE I w o ,ER C'y
89.649 +747.1 ==Z tuu�4
TABLES: W tJ Xx� cq�p
Ih401N14T1A G W m`�✓
WlBdcrwDesignPressure,(t6Psf( > TU
3116°TCap-Aimpace-7118"AIA with ram 13 �z ax cs o
w
wua� LDR9sa.iND) o 0
01mon410110 69.849 71 13 75 78 60 as 88 89 92 98 99 x pry
32 +1.70 +1--70 +1-70 41-70 41.70 4170 +1-70 +1.70 417D W70 +1-70 +1-70 O ~a J+ous
34 +WO +170 +1-70 41-70 +170 41.70 41-10 +/-70 *170 +1.70 +1.70 H-70 ® O OC
2
38 41-40 41-70 +170 41-70 +1470 +1.70 41-70 41-m 4170 41.70 +170 1{74
N
38 #70 +1-70 +1-70 4170 +1-70 4170 +/70 N-70 N70 +170 +170 4170 lOy �W
40 +170 +170 41-70 +1-70 4170 +1.70 41-70 4170 41-70 +4.70 41-70 41-70 O LL D.
42 +1.70 +1.70 +PTO W-70 +1.70 4470 N-70 41TO +I-70 .170 4170 0-70
44 +1-70 +1.70 070 +l TO +470 41#70 41-70 4170 41-70 4170 +&TO 4170 ' Z
46 41-70 1 +1-70 +1-70 +/-70 +1.70 44.70 41-70 +1.70 +l-TO 41-70 W-70 41-68 S o 0•
0 48 41-70 +1-70 4170 4170 +1.70 +1-70 41-70 +1.70 U tl
4170 41.70 -8.8 t'p.3
60 11-70 +FTS +1-70 N-70 4/•70 +170 41.70 41.70 41.70 4170 4/866 tT r17j
eRG.4
+1-m +170 W-70 41.70 4170 41.70 +1-70 41-70 4170 06IL6
N TES: l:�TGFNgF'•4
41.70 +1.70 +1.70 *ATO +1.70 i1-70 41.70 4/-70 4149,6 `Q�;- PJ��•'
1)BUCK DIMENSIONS SHOWN.
41-70 +Fm +t-TO *1-70 +1.70 4470 t!-m N•mNo.56705
+1.70 41-70 +1.70 W-70 W-70 41.70 41.70 2)FORSRESNOTSHOTORLONG UPTOTNE _
NE)(TAVAINBIE SHORT OR LpNO01NEN51DF1. - fj
ttm +1.70 +Fm +170 41.70 +am =-O:*^, ••
+1.70 41.70 +1-70 */-m +1.70 MAX,O.GSPAONGIFANOIORONG- MAX.O.CSPAONGIFANOlOWXG 3)FORARCHrTECRIRALWINDOWS(SF-E SNEET2U �•� �S;•4�ti
tt-m41-70 +t-m41-74FRAAUPER9W53&4 TMLOUGNTEa1NTOMMFIN PERRDET4 FIND THE SMALLEST SOUAREWNDOWSUE IN :aC'•. ST E 46
7HETABLE(S)ABOVE WHICH THEARCNnECTURAL 41.70 41.70 +1.70 APPUESTOB,CORDANa1O0.T APPLIE4m FAN41OR4 , ��:1•
WINDOW W W.COMPLETELY Fn WIIEIIN.
(SEE TABLE 7) ISEETABLE3) , ONAi.V-
6& t1m 41-70 Lam, 39, r+++tlr ltT+t„
69.649 41.70
A LYNPFl6BRGN 118LHLPE.
SWe
03 a n'Y o 38$&hen N .." 8lMelde"
fc a
: � g
y wsr�xas�sfsa � ���oWsNsmmty
—010 w N w V40
y O O O
D
III!I
m 4,'0 0 t`o *101I
}�p P'O o O
111
m N H m p,V O O p .D 1:111
Ls
m N W Ill,
11 1
O
w w w N wIT
a iaw Q x ga6t� W RIM
p * m
� �N Hvavammao �� ra'^g pwwm W wuvya,Oo
j+y � NNVNW m +go
&
lilt,w+ y y o
H w w m
z akv Reg b,y '� Im +�
y�it opJill
o
0
FFFF w� mp
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 $ a
> i y5�;• `'•�y'� P.O.BOX 1528 a ,
v `Q,M1w o G NOKOMIS,FL 34274
80.1 '
-a:A :Z CERT.OFAUM moo (941}4600 �
.4 VINYL FIXED WINDOW NOA(LMBSM) 8 Wgn4
G�j'••..,••• �`. `` DESIGN PRESSURE TABLES & dROSOWSKI
``ER�141tit�t,• PW-5520 N7S 90FIl MCM5520.0I. .
TABIC 12:
Mallow DeslgnPTessure,(+I. uathhutb TABfEDiMEN61ONSAfAYBE
1IWTCop-A)ispace-7116"HIHwi 8G °F 18 OH IU2Ot4T/ siWVN
wlncbw Lotg side on) L➢Na
DPnemtm 60926 64 I 66 68 70 74 77 80 84 a7 92 97 99 WE SIDE
32 +8-110 +80141D +80%110 +6&•tio +801.110 +801.110 +8&-110 +BN-110 4607-110 +60170' +6-110 +801-110 +8%110 �-L S 1
34 +80110 +001.110 +001.110 +801-110 -ODI-110 +80)•110 +601.110 +801.110 +d0(-170 +BRF•110 +8&110 +601-110 +8N-110 4ppwcdw=NY�ap°
36 t801•110 +50/-110. +801-110 +8&•110 +e&-110 +8&•110 *M.t1D +B&-110 +601-710 +801•110 +801110 4801.110 48&•110 �
38 +80110 +801-110 01
•110 +610 +001.110 +801110 +8&1 8&
10 4 •1]0 +601-110 +6&110 4B011t0 *6D110 +8&-110 t I SHORT i eib�mS Eyayrtl
40 +801 &•1
]0 +810 +801-110 a&&-110 +60!•110 +8&.110 t8&•110 +B&-170M.110 +8&•110 +801.110 '-'i SIDE
42 480140+801110 *801110 +001-110 +B&-110 +B&•110 +8&110 +801-110 +8&-]70 +80110 41901.110
44 +801110 +8&410 +86110 *S&-110 4801•110 46&-1/D +8&-110 *801.110 480)-t1D
y 46 +841110 1 +801110 +001110 *801-110 +B&-110 +8&110 +801410 +801110 (•"-LONOSIOE --
4B +8W-110 +001.110 +80110 4801,-410 40&•110 +8&110 40&-110 I <`
50 +8&110 +80110 4wiio +0& +8&
-110 •110 +841-110SHORT�--� LONG
D 4
62 48&•110 *801119 4801110 49W410 48&•110 MVG
LO. SVAONNG NG6ANO10MAX 0.0 SPAONG11 AN01pPING SIDE SIDE
64 +8&110 +801-tio +801110 *B&•110 TIYtpDGIiTHErMNEP015NEEfS864 1N�Ue111�011[GRALNN PFAfdlfff4 J-
as +601-110 +907-110 *601-110 AMIMICP,COPDANcom 0y
68 t601•110 +801.110 IfEET�aT) NOTADPIICABIE G�TYPE614THR IUGH > r L0 vaN
8a9m +8&-110 S
i7 MAY NOT aE U5E0 WTfM SHORT
EL
J•CHANNCRUMORAL SIDE r00 4
TABLE I3:
FIN FRAMES. fV "
1MndowDealgnPleasure.W-Pat) 1ktk
og'
MIS"TCap•AIrspace.7116"HiN With 80 T1pt 17 z m e. m
WP+dow Lem time(in) i'3 U_ X
&1° 1415 77.76 79 at 83 a8 07 111 94 so 99 104 107 111 110 120 1ST 136 iM F 1+Zn 0 ca
N '°N
36 +8&110 +8&•110 +8&1!0 +S&-tID +6 IMI) +8&150 +e&-126 +8&1!0 +BOt-ti0 18&•110 +8&-tt0 +801510 +8&-110 +d&-110 +8&-!Y6 +80LSt0 + 110 +801-ttb �}
40 *801.110 +80110 +801-110 +8&-110 +801•110 +801•110 +801110 +801.110 +001.110 +801-110 1801.110 +80110 *6&-110 4801-110 4001-110 48&-110 *801-110 1801-110 9;i 0. � ¢ y LL
42 +801.210 +8&-110 +a&-tib +8&-SSO +8&-110 1S&-110 *8&-110 4006110 +8&-110 +801110 +SW.I10 +801110 +9&-tib 480150 +M-170 46&-110 +801110 +00'-110 O a�1 O
44 +W-110 +801110 +8&110 +8&110 4801.110 +001-110 +BO7-110 +8&110 +801-110 +8&110 +B&-110 +B&-110 +6&-110 48D7•t10 +Su-110 +80110 +80/110 z ¢
48 +8&180 +8&110 +801110 4801-110 +e&-1t0 t0.110 +8&410 +8&110 4801-110 +8w-120 48&-110 4806110 +6&-110 4807.180 +9&110 +B&-Ito p f'
80 48&.110 +801.110 +801-110 4BW-110 48&-110 +9&-1tD +e&-110 +BW.110 *801110 +8&-110 *801-110 +801-110 *O&-110 48&•110 +8&•170 ® Z : j
61 +8&110 +8&110 +80110 +B&-110 +8&-110 +811-iiD *801110 +801110 48&-110 +S&110 *801-110 4801-110 +601110 +80110 ?� w F
84 4S&11D +8&110 +801.110 +8&-770 +801.110 +8&•110 480110 +8&•110 +801-140 *B&.110 +8011-110 +8&-110 +001-110 0 W Z
88 48&•110 +8&.110 +801•110 +801-110 +801.110 +801-110 +80-1tD 4807.110 +84-110 48&-110 +8&-110 4801110 o X 6
58 +801110 +801•110 +801110 +801-110 +801•110 +801-110 6801.110 +60110 +801-110 +B&-110 +901-110 11' z
m 61 48&-1to *wtio +8&-110 +8&-110 4801.110 +a&•iia +6&-/10 +8o1H0 *8&110 4a&-170 2 O) ty
y 63 480/-!f0 +6&•110 +801-110 48&-110 +8&110 +801•110 +901110 48&•110 48&•110 j p a
64 48&-110 +801.110 49&-110 +&Y-110 48111-110 *80/110 *80A110 +801110 'arta
66 4801.110 +8&•110 +901•110 +8&-110 +801.110 +8&•110 +e&-110 1W t
y
88 .8&110 *801110 +aN-110 48&-110 +8&110 18&.110 NVJL o.cSPAONGIFAN HOM G.. . JW``pNY LYN1Y Ott i
70 a9&-110 46&110 +801-110 480,•110 +6&-Sto rNOMNG .M41tae5PAONG1FANawPIN6 ll,Q%`
TNPOUGHIMFuhm PER SHEEIS3B4 TNROUGTHTNEENTEGMFINPERSHEET4 `7`; -,•*
72 +8&470 *8&•110 48&•110 +8&-110
74 48&170 +80170 +B&-110 AP UISTOB•CORDANCRORS '�:' No.58705
78 +B&-110 +B&•110 (SEETABlF]) NOTAPPUUPl9 ti
77.78 +e0/--110 S'S ! ti
��•, STATC OF :4E/�
NOTES: SS�ONAL��
1)BUCHOIMEf+SIa+SSNOYBL f+tt/l,r,jlyti�,
2)FORSNFS L WI
NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. I6L PE
3)FOR ARCHITECTURANDOWS(SEE SHEET 2L FIND THE SMALLEST SQUARE WINDOW SIZE IN IN THE TABLE(S)ABOVE WHICH TARCHnEMURW.WINDOW WILL.COMPLETELY FIT WITHIN. A.LYNN RCLPF RCL
3500' 3.300' 35W 3500'
��-.067 -�r-.067 -►I�.+-.083' ��---.our
7 a a LG: IrrTa,AW' -L F ,A8r 1.483' 1.4Br0 -i
.6�u^01OJ�HANNELFRAMEMSOFIANOEFRAME 7378' O mTEFIN FRAME O EQUAL LEGA70x FRAME
� L � L
.D60' �
BO ANCHOR COVER O8 7Ar DEAD O7 VDEAD
TABLE 14:
e Parte Description Matedat
017 J-channel Frame P
2 620118 Flange Frame PVC
3 620119 Integral Fin Frame PVC
4 620120 Equal LeglBDx Frame PVC
5 620133 Anchor Cow PVC
MITERED 6 726136 7!8'Glazing Bead PVC.
�RrvERs� 7 720135 1'Glazing Bead PVC
INTEPJORAND
EXTERIOR 74 Do g.GE 7706 or Dow 791 Silicone
WELDS 75 Quarrex Super Spacer nXT with Hot Melt Butyl Composite
76 Quanex Duraseal Spacer Composite „10p�®eooppt,Qenmm
77 Cardinal XL C-dge Spacer Composite
78 71848N SeBirg Blxk /B'x 1'x 1!8°),&5+!-5 dura EPDM
B7
3
FRAME ttp U u u r r r4
ASSEMBLY DETAILS 7
* ;
VINYL FIXm WINDOW NOA(LMBSM) 0 9191114i No.59703 ;• _
8 BOM&ASSEMBLY em JROSOWSKI
NOTES CERT.OF AURI.SL8286 rc8 %�FS''• ORIOP:'G�=:
2)SOMJ-CHAENNEL FRAME SHOWN p,ARTa KOFARTS NOT SHOWN THER FRAMETYPES APPLY. 1070 TECHNOLOGY DRIVE
3)IT¢MSY&73 ARE NOTUSEO AND ARE NOTPARTOFTIU APPROVAL. N.VENICE,FL 34275
4)ROYALPVCTO BE LABELED FORAAMA EMRUOERCODE (941).480-1800 PW5520 NTS 110E 11 ai MD5520.0 A.L1Rw17ERP,E
i
M IAM bDADE MIAMI-DADE COUNTY
Me W1, 118 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
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 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"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions",
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, 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.
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 and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.16-02-18.03
MIAhII DADE COUNTY Expiration Date: May 26,2021
Approval Date:April 14 2016
Page I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 630038, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision B dated 10/10/144, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up drawings and installation diagram of 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 05/05/11, signed
and sealed by Marlin D. Brinson,P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Manue a ez,P.E.
Product Cont of aminer
NOA N&.-T6-0218.03
Expiration Date: May 26,2021
Approval Date:April 14 2016
E-1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel ,P.E.
Product Contr 1 E miner
NOA No. -0218.03
Expiration Date: May 26,2021
Approval Date: April 14 2016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES'
NON-IMPACT OR LARGE AND SMALL I)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE N ADDITION TO ANYANCHORS REQUIRED FORTHE �
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.7IPICALAPPLICATIONS ARE SHOWN.EACH SITUATION IS UNIOUEAND SHOULD BE —
Oc<
EVALUATED BYAN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL OL OR 2X WOOD BUCKS IF USED. NOTES—
MUST
$
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. TRZG,,= 1 o
FIGURE I: MULLTO2X WOOD 2
MULTIPLE �OVQm+G wmnt FORVFJmctLNULL ARcxEsiom 2)THE TYPE/WD NUMBER Of ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF MULLED UNTTS-MULLIONS MMLLTOIX&WSONtY-2 �Y
MULLIONS p5pu='M HAVE BEEN TESTED AS•FREE-FLOA7WG'AND DO NOT NEED BE DIRECTLY TO MULLION CUB'S,BUT INSTAUATION NOTE 2 4'
/ L4E DETAAS OTANGUNAR NOT HAVE A GAP OF MORE THAN IW FROM THE CUP. Mum TO MASONRY 3
"Lit SHAPE MISLMSTEBLSTUD_.3
Mm S)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHEWINDLOADS CORRESPONDING70THE REQUIRED MUl1TO S m tj
Ail J DESIGN PRESSURE.MULLIONS
ARECALCUTATFDTO DEFLECTNO MORETHAN U180.THE 113STRE55 INCREASE WAS NOTUSED ANCHORSPECS S tl1
IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. pLTrnHATATE ctss�__4 ZO F
BAY MALL INSTADATDNL_4 111
%ii' .IL IyII `�� 1X2 X.125 INIAL SPECS___5 J
4)PROPER SEALING Of ENTBREASBEMfiLY IS THE RESPONSIBILITY OF OTHEASAND IS BEYOND THE SCOPE OF THESE 1 x2X.373 MULLSPECS__�.S W
11FIIHII` INSTRU(TIONS. 1XZ75x.075M1MLSP65_7 p'L N
11 1%2]6%.85MUlLSRTS 8
SEE MAILS i 1 III U 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1X&mXmDMuU-SPEG5-9 m O ao OF
ATNNG' 1_ �_tll /_ 1 Simo c ANCHORAGE FORTHE COMMON MULLION.SEE EXAMPLES ON THIS SHEET AND SHEET24.FORMUL71PLE UNITS,CONSIDER 1X4X.IMLWULSPECS—_ID F a7
SIff.E1S 2J ___ I t%4%975TYBEMULLSPECS-11 m
ONLYTWO ADJACENT UNITS AT ARMEWHEN USING THE DESIGN PRESSUREAND ANCHORAGETABLES.THE LOWEST DESIGN IX,IX575TW SPEC�1t
W� PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. M-11:1 1J5X1199X.0DMUU SPECS-12.25325%.1mISALSPECS_l3 ZWS)WHEN FINDRNGYOURSRE IN THE MULLION TABLES,ALWAYS ROOD UP TO THE NEXT S�SHOWN ONTHETABLE(S). IMX325%.SNMMULSPECS—t4
MULL FDR 125%194 KA24IDILSPEC_ 2
TIN HORBORML 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS.MUST 2X4X]5MULSPEC9 S = ZIAAL 2XB XMMUSPE'S__17BEANCHOREDPROPERLYTOTRAHSFERRIA DISSMILARMUCNREANCIOBE PROT CTED ATEDORCORRO PRE RESISTANT 3D-X32 .SpwSASAPPROPRIAIE FOR SUBSTRATE MATERIAL,DISSIMILAR MgiERUUSSHALL BE PROTECTED AS REQURtFDTO PREVENT 30'X3258AY M1ASPECS_2DREACTIONS 4S%325VMULLSPECS.__2D Q OMULLION&cuPOMENSION&_21.23Z
FONSSmATNN 8)REFERENCE TEST REPORTS:FTL-8443;ELOO LATRACONIAGGRE-GATOR NOAS EX,WPLES t&2--------24 N
P(tOd1CI5 NAY
LOAD NO EXAMPLES 25 N
oFARYTT7F. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING LU
IS CODE,AND ARE APPROVED FOR IMPACT AND NON4MPACrAPPUCATIONS.MULLIONS AREONLY TO BE USED WITH F
ESTRATION PRODUCTS
PGT-APPROVED FENZ
INNSUl N
10)MULLIONSARE IN COMPLIANCE FOR USE IN THE HVHZ. Z op
11)`I /SffGETADS
�HDm2OxN1
uuLL A,p,gx OF UNITS INALLEMUUIDASSEMBLY UNLIMITEDNHATTHESPAN AND OPENING
I WIDTHIIEIOHTOF EACH INDIVIDUAL MULLION COMPUESWITH THE REUIREMENTS OF THIS
NOA
IMMROHGL
mn1 INSTRUCTIONS
lE7NGR1
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT QSWPt FOR THE OPENING USINGTHE ASCE-7 STANDARD.
—a�anO WIOm---�
I�—Hvi¢MULLFNGn1� 2)CHOOSE A MULLION TYPE7HATWILL FITTHE DEPTH OF THE FENESTRATION PROWCTS FRAME DEPTK
3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS•IgCTPNGULAR•OR•TRIANGU.AR/TRAPEZODAI'.
I d ItwE 4)FWD THE CHOSENMUUONSMUWONCAPACIYILBSIFT'JFROMTABLESIATHROUGHI6A,ONSHEES5THROUGH2DRESPECTIVELY•USING PR�EL�Fl�
THE MULLION TYPE.LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY}THE
tfl
` dNOq�j2, MULLION CAPACITY BBSIFPI OBTAINED S1Wl MEET OR IXCEEDIIfr DESIGN PRESSURE REQUIREMENT RBSIFPI FOR THE OPENING OBTANED N A.V--b� •
UNIIcrN ..�., STEP IL 'w OPIE L L I 5)FROM7HE SAME
TFP 4)ABOYE FIND TH@VALUE IN THE NEXT—MN ANCHOR CAPACITYREQUREDBBSL THIS VALUE BBYprodba
.J. REPRESENTS THE 1==.TO THE SIIBSTRATEBY THEANCIORSAID MUSTER MI770 ATTAIN THEFULLMULION CAPACIIY.
SINGLEMULON SINGLE MULLION "EpR OALMULL B)N=THE ANCHOR CAPACITY RBST TABLE ON THE SAME SHEET AND USING YOURACTUAL SU85TRATECONDDION(MULTIPLE �AtA Ny LYNN��7Y
OPENING NIGIN ACIORISUBSIRATEANCHORCLP PATTERN MAYAPPLY)SELECT AN ANCHOR CLP PATTERN ANDVERIFYTHATTHE REQUIRED ANCHOR `��,`\\0...........pl,cc'
FORWRTiMM CAPACITYISMEr. �TOfiNSE"-:y+'':
sEE CORRESPoeroWODErA0.5 MULTIPLE MULLIONS ;z`:: •.i7
1 7)IFTHEMULLIONCAPAC7YRR&FPLOBTAINED NTHETABLE ISHIGHERTHANTHE DESIGN PRESSURE REQUIREMENT LBBIFPL FORTHE No.58705
FROM FIGURE t ABOVE OPENING, MAY USE TFE•ANCHOR CA PACRYADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR GPACITYREQUINED.WIIH THIS
VALUEA LOWERANCHGR CAPACITY OPTION MAYBE SEIB=FORTHE SAMESUBSTRATE �� - _ /•.;Qom`
STANDARDS USED: 8)VERIFY THE DESIGN PIlE:..SUff RATING(LBS7F'P)FOR THE FENESTRATION PRODUCT BE ABED AND COMPAREWI1H THE FINAL MULLION '� ITS F IG`
-2014 FLORIDABUIDING CODE(FBC),57H EDITION CAPACITY(LB9NFT9 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
-ANSVAFBPA NDS-2072 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. '•�•QROW`OP`:'
-ALUMINUM DESIGN MANUAL,ADM-2010 B)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USINGTHIS NOATO APPLY FORAPERMIT. ''0.L7DNry tIL4t�`P `
-AISIS100-071S2-2010
FLP 58705
DETAIL B:
MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 7X aucxsmwy Rx°
ORWOODFRAMING WOOD BUCK AND MASONRY An F sffsffraaEs,at�
(OFFSET CLIP SHOWN) (STANDARD CUP SHOWN) "H� N
t MaLtW I I sl�T,' ,;•,.".. :::f W N mra
I I H •� :.:• -• Z u)
b
EIB�Ri11E I I xlL�aCwT .A I i H WHOiEiEOR f1dU'• DWANCF
TStTi BLES M S
sTANOABO I ' ° I mCf gafAMY 16tW D:� W
OFFSET I4ILL a E e o I .
A.C.OSONRY W Q
CI�NAY BE I II FOR WOOD I I ANCXORa
. m W ~
INSTaumer " a �B,B ,.a ° I I SIDE VIEW 7 �J
nuaNEmoB ]60•tN,[FQH - F
ALLmnuws F1DW[TIE � �
" n sTAnanRB � f
c"° EXTERIOR Ttesiet-Ittoo� .�1 Z Z
d _
...' okra °4°'a O � TV
FIASONRY ,G
L2 � TIHEORBETQIDIS ANCJfOR9 ° N g� p°o
PHgMNE]A®FOR 8
EXTERIOR °d wemBoresAY A 4 a F Y Y
OTIWtF1LUE TPFS. F N Fn In
O
a 3 O O
to
TYP.ANW61 �6lBSIMT6
TYP.AIL110R N64T—F SEE TABI®,6,B1
M 5UBSTMTE / sEE TaeI!'3 ts,ea
SEETABLNi, IW F>rc>;>:rm BUgfaIRP
OISTAlBx: ANO
3EETAw FA - ATTA4IMBM
BUCI{sIRIP ,&tW _ By OTNPNia.
F'JABEBNFM AIm '• ,°_:'�,. ..' SPNOlE1.
ATIA W •.
sm�
sYO 1. ..
6RFEf 1. 16N"mccIIRIE E OROYU
..
SIDE VIEW FRONT VIEW � payR,BeYvh�puf�
..:.-" o�le:va�
FRONT VIEW A I�p21
INSTALLATIONNOTES:
1)ANCHOR EMBEDMENT TO BASEMATERIAL SHALL BEBEYOND WALL DRESSING OR STUCCO. �� '
11IN
IYNP!
2)QUAITTITYOF ANCHORS AND MULUON SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION AfjA�YAi
ONLY.BECAUSETHEANCHOR CAPACITY IS BASED PARRY ON THEANCHOR TO ANCHOR DISTANCE,THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE ••,t
FOLLOWING SHEETS.FOR DETAILS A-0,EITHER THE STANDARD OR INTERIOR CLIP MAYBE USED. No.58705
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEGIEAD OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL BEI=DETAIL C,SHEET 3.
5)FOR MASONRY APPUCATIONS IN MIAMI-DADE COUNTY.USE ONLY MW&DADE COUNTYMRiOVED p, ROIBOP•a�j
ELCO ULTRACON OR ELCO Or SS.AGGREGATOR MASONRY ANCHORS. css)ONAT-
A, NbF.
FLPE_@58705
DETAIL E
MULLION TO MULLION
DETAIL C: �' 'ucNaa
MULLION DIR£C11INTERSECTION Nolm:
Y ATTACHED TO (U-CLIP)MASONRY STRUCTURE . �( f TMAY ERSE INSintLC-b w'fEPORYAOv,S' dTj$
(STANDARD CLIP SHOWN) wTFxrBECRDNs. ��o
Y x
2)MAYSE MBTALLEDHORQONTALLY
EfIHERrHS I i TYPS (SHOWN)ORVERHGLLY. N �`
STANDAM 1 SMTABLFs�= 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 t pm
WPUkYBE i. TOPVIEW FOR CORRESPONDING MULLION,
MSTALLEDSY �, A FRkE Daf}ANFS A.U." z
ANw y
� af381E£1SCRENa. � x
iI
6FLF4NWNDONFIS•OfaO, M
.�/� \'`X uALIONumuSESMs In m p
EXTERIOR a a .� AM 1- z m W
O
FDOE OOTAIIFF mEOFFSETr F `••
FON A-CI .3 RlC—PAIEO Fat Z gg '*�pu'
ANa1pR4 .. - Y ZORFR9EGfK1N .,/� / Z
FLSOMUSSAFOR UmP `!..•� 7 8
a" oniacFN:u.FrmEs EXTERIOR Z
TFP.ANCiP)r1 d Q ? �- V
--P TADa 10.13. a b Q O 4 a crr
TTP.ARa{OR SEE6 VLE UXABOn F" -r
euTxsraw s�esrRAre NaewcAra>Ns
af£TA91641&+1B FRONTVIEW m E N
ATaS1A-A
S Nola
D41F�{f'..•, f Sf�ft
Em
s�Tawts SIDE YtLiN
wxzrRstmHcaele afrsau uwzTtaLCDNa�TeoRau ""m
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: snuie URE
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYONDWALLDRESSMO OR STUCCO. TV. �
` TAOMNTE
SFE TASlE81&faB
ONLY,BECAUSE
THE GRS ANCHOR
CAPACITY
A MULLION IS BASED PARTLY
ON RE THE OR ANCHOR
MC PR DISTA CF- � sfg�7g � PRODUCFREVISED
ONLY.SEGUAN QUANTITY
AND LOC TION O YNBASED PART LY FOLLOWED.
ED.RE ER ANCHORDISTANCETHE asa FAIR ,��Fkdb
FOLRECT LOWING
SHEETS.
FOR
DETAILS OF ANCHORS MUST DFDLLONTE REFER TO THE BEUESON THE B�w?N1Wt
F-OLLOWMGSHEETS.T-0R DETAi4RA-0,ETfiiERTHE 37ANOMDORiNfERLOR CLiPNAYSEU3ED. �\. yp�Ar�q ��
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HE*fEAD OR FLATHEAD.
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET a ® B7
S)FOR MASONRY APPLICATIONS M MIAMMME COUNTY.USE ONLY MUMW=ECCIPMAPPROVED If
1`` t rtr
ELCO ULTRACON OR ELCO IM S.S.AGGREGATOR MASONRY ANCHORS. D17AHM
FDNST�.SMSSTaNrA'RTIURTr .ttDN-i IYtWr
- FRONT VIEW feaAAr�ca�uRrwtmmeR.avnmRs +s+m �1d•:'yt�NSE'•-.'P '.
CO OE,AaJtttaODSACIa:RNU9FVSffi _
ATrAcxBwra7omOfs, ��:" ''.k%•
Ua.WDDDARDIYJRSPEC$
EXTERIOR SIDE VIEW _ ND.53'105 '• �.
H
1)FOR 2XWOOD-BACKED SrMSTUDS,WOOD ��•: t �,� lUU�
ANCHOR VALUES MAY BE USED. :��'., E F Z;
�� ,RGA\Op:•'(j
2)SEE CORRESPONDING MULLION TABLES,
SHEETS 420.FOR QUANTITY OF SCREWS. ArLWNTjII P.E
FL P.E.$6ST05
DETAIL P. DETAILG: DETAIL H: Oq
_
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION
(F-CUP) (ANGLE CLIP) (ANGLE CLIP
bNEEfRZANO�TOR PISfAWlN1N �D•ORNS
70 SPEClAC m.1EETRATES BAYWLL �
MIRLION � m
O O w R
Z
O O O O O O O O � W
0 a TOP VIEW y =
SIDE MEW I g �$ N
SHOdHVfTHV •x.Tu• I
TOPMEW
m m c4i
EXTERIOR 1 1 1 1 T1A' oo
Cb c i iraSus'sSOBfFo z k g�g
STAN1M UW-Cm TYP''w
OG`AtINxi9. MTL 1I EXTERIORNOMFIEDTO"tF SETANE10•/e
rERMULUONE F
I I I HWALLSWONEIO. AY BE Z O Q N Cl
I 1 @ 1 NST�1L®IN9DE9R80.Y WL4 ��.0
N
N
u MULU
I 1 z 3
1� I RSD£OFNOLL D-
I �
I
TTP.ANQi¢R b
EEETASI.M MIO
SBO WOOD.
INTowom'sna. STANDARD TO SE EXTERIOR aR r ExT�I
AlU66Ok0l ORNA9OHILT moDlfBlwFlDn 1
E%IETUDB Y �..
�;/ i'��j1O� '�F•~-I ~�-- ERDDUCI'RFNISED
4 P mcompayinggwim 4N Flarid�
� {� � BPiNi�Cale
DiTOwROD.IITffi, A�plmf¢tb t<"OZ{S.p';1
W AWMCW OR WiSOJRY O expilmim D,a4
DGE
ANVE - BY
EO
OION
4 MOE E Ea
Q
PER ANCHOR TOTES FORfNSTAALATIONOPTION G 6H: y`�O�y
NOTES FOR INSTALLATION OPTIONS F. t)CtSE2ANGa,E CLIPSPER MLRUON END.CDPS MUST BE INSERTED Na^utOEOFMULLION.
T}DETA4lS NOT APPLICABLE FOR THE BAYOR I. X2.1PX./2YMtXLXIN. 2)DETAIL G:SEE TABLES 18-14B FOR ANCHOR QUANTITIES MID SHMS 21-23 FOR ROLE �;1 BTp5 •.�(~
LOCATIONS, _
taD.S
2)SEE TABLES 18.138 FOR ANCHOR OUANTRIlS AND SHIM-IS 21-23 FOR HOLE LOCATIONS B TW SEE TABLES 159 ORfSB FOR ANCHOR QUANRRES AND SHEET 22 FOR HOLE t�' 6..�1y
3)THE 2XS CUP IS NOT SUITABLE FOR THIS APPLICATION. ��QOmO—Cg
ti' Td.E
FL
TABLE 1A -
Multion C 41C T4Ep
OPSntABWldBt IObfrioro)brOPenlbp Hdyft(fa mice) L'-C
NF BOF ]Ob mF mF imb I I, 140E t06b
Rad-*W ltwd T w.4 Ra ow TOYlldr Redeo04R Re WVT1EIOµnS. wfO R1nµw1/ SIRIUMi Rndager TWMA o Tl�3op44r Tm✓f�0 - Lp
t c2X.12i Ie3M0 W l q L-ft I-" I.... 4aMiq L-ft Lwft L.&0 Lmiiw L.-ft Uft I-" L-ft tI1N0 L-.&V tobep tmdv
AlmT.b. jr
, , fill, I III I I I I h I :11
tb m
z
a '
42F n1A 4m f IM61 ISt ax /a Ras >b r59 4m 1md m mtr 4m IK41 310 ar I tae faA 310 a4a 4m 1aA me 4ia 4m fab au 3xa 4a IaA mb Tab 4m 1aA 7U
J
Nb Ta 313 81A m wi 372 714 252 US AL2 BTO Ni Od 1U 812 2M Md R3 NS 2M RD 712 NA N4 312 3U NA N4 MB 312 $1A 2M 234 312 N.0 21f
M, N.0 2N 1" 234 619 25I NA 225 4W 2N NU 231 ]BA 2N 621 R2 348 IN MI 2A 310 2N Md R5 28d 2N 4U 2U M 271 u1 215 MO 2N 4" Mt Ix L N
{ MF BT.B 211 RA 2N iu 247 408 2m RA aT 41.8 In 9.5 m 415 UB 253 N7 W tN MI 2R 3A4 iR4 hA N7 3a1 Sp tab NT ]at fp Sao IA 781 1N m oO Q
mfi 3m 2m 412 110 no 2m 36A IN 27.4 7 !1.! 1N NA 200 229 im 21,7 2m 21.1 150 H2 2m 2a5 In MO 3m 25.0 iN `�• .4
®F 3M tit 3a! IN R.5 lit 70.3 19 23 tN 245 HO M7 IN Nd IM 144 iN 23D fu 188 IN 21.7 ISI L�
aF Zm iN Ni u7 IWI IN MI 1R 20d "I Sir 1N LLO IN NA 134 Z
T2fi 223 U3 33d 12D it0 iN tAD tti t45 iM t7d 1i0 � ((a�
10F 1a0 US 107 /m 147 f2! iN IW (7J Z
J L �
Tiff US iib i5S to
TABLE IB ANCHORCAPACRYAD.JUSTMENTFORMUTA - m
An 13,3k ! AIRS 5i ANCHOR CAP.-,-, ai �
2R()aadn ],Flom IF1w qMU FAe00u1 PT oriel ro:,)Xt ,aANCHORCAP.- t-
MULON CAP..,,-,
A Ja YtY elm Utam UYt'bTtHOcm wrow gyp pmWmm 1µ•E}torn ita•BODm BfiSEtra Br Ba Etm vo0 RUSw v2NM W X
An55arCtlpP4Wm5 twain At Wft Ve- AVi 5—M8B+te(W USETtUS FORMIWiTOOBTA@7 T7 'NNCHOR N
sbolwrra % r ata• r aur strr r aw r ala r 311Y r 0.- oa4• ala• GPACITYRrQUIR 00RREEPONDIUGTOAN � y Q O y�
4mYOect Wr tmr si+r USM r HNr .Ttr 1w• i-trr tor" EYr r tau' tsu' +,lAn AC7LOK PRESSURE REODUNFAIENTFORTHE
IAmlmi 11Y O.GfSldtlW aae4GPb111% NOM M 4mb Mt. IOum ZNM pOm b miff 374 m MM Mtm 4/2M b OPENING,WHENITtSLOWETTTHNNTTLEM34Ltm
4ARWeit.ts NF onf51aim0(a06Wt31P Fy.a% 4mM TLOM wA wA MN wA 3m WA wA Ru I2A wA N2M Bpm ItmM CAPACRY(FROMTHE 7ABLE)OFTHESELECIED m�
aA1ktAOpYwnGG7PY2a8Armat�e70i1N ibOm 78am aOM tSpM t898M !wM NOM TBA 7mM TRAM NOM t�M N2M iasm atom MUWON.R WttL YtETDAMMMUNIANCHOR
2Amm Mws NF.nclUvm.Fro.13sA7ee.(ry.4l
—PA —WA wA wA wA wA wA wA wA WA rw wA rw wn N7M CAPACITYWNRxL MAYBE USEDTOOINLUY
tfN2gf FCp¢S3b 10M InM 2pM 415M 8224 USm 1104 tom ROM Ulm 702M M]M ROM 2214 2NM ADDRIONALNNCHOROPTKONSFRONITIIE
2AOdva i.trfIIt nOlAtiO 5 NOM 3NM wA tYA NA' Ibl S90M 841 AL1 wA wA 18A ]4fM i42M 5mM ANCHORCAPACrYTABLF-
NOTE:FOR THE OFFSET CM.USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CUP.
FIGURE
� F GURE�- � TABLE NOTES:
1)SEE SHEET I FOR INSTRUCTIONS ON LIS040 THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. FRODUCCRBVISFD
SEE SHEET82-4 FOR GENERAL.INSTALLATION METHODS. -"(I.Wr t._ x
B.UdbafalthOtl Fl>ib
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENNGWIDTHS IS ALLOWABLE r A �.aTdo i
FIGURE& ( Bp
3)MULLION AND MULLION CLBIS SHOWN ARE NOT TO SCALE FOR E,YACTDIMENSIONS.SEE SHEETS 21-28 Mi4mi B
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M 2UW
FlGURES SHOW SUGGESTED.APPROXMTE HOLE LOCATIONS.
ANGLE CLIP MUST BE USED W PNfs. .125 ``11I LYNN y�
CONCRTRAW CONCRETE SSHLL CONF RM To I 301 ASTM On FIOODSHALL HOLLOW Nm G-TRFATlLET3 ."�O11y,.....•'�C(F+'p��i
CELLOW SOUTHERN
PINE WITH AN
OF0.5LATOASTM WALL BE WOODSHALLMINIMUM OF.1 ' ENSF
FIGURE4'. FlOIgtE& FIGURES: YElLOWSOUTHERN PMEWTM AN SG OF q.58 ALliMB4UM SHALI.BE 8053-T5 AND BEAMINIMUM OF.I2SliC '•�sC"�
TI--TI— THICK STSEL STUDS TO BEA MINIMUM GRADE 33 AND ABS THICK(18 GAUGE).STRUCTURAL STEELTO BEAT C:
7•X YX.126"MULLWN _ ;
ll li * LEAST.125THICKAND A36.ALLANCHORS INTO METAL SHALL EXTEND ATLFIST3SCREW TtMEADSBEYOND NO58705
111E MATERIAL Itq 8tH2ANLTi0R5INTO WOOD MAYBE STEEL.7B8 SS,OR 4iq 9.3.
TEOE _�
FL.P,E.Q 38785
TABLE 2A &p
M081aR Ca ea Ta01q eIR2 tt"���
OPa01R8 W251a(ipr14115 wT1t451on3)gr BN9I3ht(SorhNl re ttxdipn} M
ban wm lam WN Ban loom tmn twm loom O
PSGvlxly 7rp018m0. Rtl3hw1 TNXMO Ro-gjM Cry. RwbM 0 ftg E04000i1a Tyaibg TrepfiND PmtapSv T�¢Itaxp Tlat]t3xp � S 0
1x2x.3Tb Wadhp faem+Y 14am4 L-MI L-0 LB26�0 L-ft L-ft U.Av LcoAv L-ft troch L-�v 103810 Liw>V 1a1rx0 taa w 11 165
Alu���° fill, 1� 111a 11 111 111 �I h 11 1 1 1 k 111 1 a
11 1 1 1 111 ailif 111111411111 z m
42b 170.0 820 '0.0 413 1518 ® 1]0.0 478 Rat 3m R0.0 wB 1130 682 1849 319 im0 - t888 6. w3 8W 1W9 SI] TSI 6W t6AA 311 -Al- 1399 at] MI BW 18"0 317 0
46m ms 6m R"a .19 imA w nal 4% wo 9m 194? 4w Toa 89 1020 m mA 6m 038 w 8tle w no 383 .1 w wo 303 4 w 840 088 wo Sal WA a10 $$
WMII 1037 198 1140 21B w4 453 B"B 2n XI 450 80.8 7W M 456 018 2w mA 458 n8 8m MA 458 Mg 358 432 458 800 360 37A dse m0 258 324 458 B9tl am D" N
Stn a5A .107 a3J Ita 4w 898 IN M.0 400 R] SD Sif 4w WA 318 475 4w 8Lq 315 42T aw e" I. 358 IID 6T8 313 30.5 400 818 313 29T 4w no 313 W � O
So
q BOm WS JN 69A 98 518 331 61.5 2n 415. 3R SL2 W US 3H 46A 280 MG SN O.8 23] M.1 3N 420 253 no J31 47.5 2W 2>2 SI la5 = I" 3M 40.5 253 m
£b Wh 6ie 2B4 RA = 4L6193 02 218 3"4 2H 410 m 330 294 A. 21T 208 284 31.t 23i $0 2W 3S2 S.4 234 283 333 = tat 221 334 79 - 181 334 D6
7 m" 4d0 268 40.0 m 300 25B 424 2E 314 28B 31.5 221 92 � 311 218 ffi0 2W 818 215 134 iW 20B 212 105 2W 2a0 210 16.7 mo 9.7 2W 148 20 9.7 20
7zn 36a 2a vA taB wa 25 312 i3f air sa 2"4 te5 2zs 2zs ase las mo 1a as m tao 2n 2st 1m iao 2a taa 11r izB D5 tna 2Ts to zia tab t7a - W
M. we 2w S2q 19 MG '8R D1 1T3 218 2W 21B 110 W2 1w 113 1m T20 ?@ 14T 185 163 = 194 1W RB 202 tai iw 10.0 aW iS0 12 9.8 2w tS0 t9p J 30.11
tam A. 184 D.9 tW 238 m 191 to 202 162 220 182 to t9a 197 fw t97 182 tat tm 142 482 t"8 t9a ttg iB2 tS2 t5t 19,1 tW taa tw a@ iW 142 tw aT r 7
wm 135 144 188 128 194 I.
191 TTdt F O
Gob, i92 iaT iSe iR N-• m .O
TABLE 28 MahoT Taab D3 ANCHOR CAPACITY ADJUSTMENT FORMULA: . ,I
211- J.514p. Ih1Ga Wi Fik cw iR1W33 Now CDP_)X{ANCHOR CAP.,,s,,,�vANCHORGAP._ X SZ
SnV- wroo9 mrm.warm. owa n28o- .D85A MUWON f K a 3
Ant01g7C0PPaQg10a Ap3MSTp4 vte•oco uaieam wmmexm.w tai- RirELUmcm iN'9mU4rom AoQ 13aaom A(BeGetr arn.{aR 8rnr105I eamr(G37 USE TTRSFORMUtA TO�TA3N THE 7yNGtOR CJ
E4oix,v pnk r 2.rr r aw itlr t• aw r 37w r Sur r tl43• R 03H• CAPACITY REOUIREW CORRESPONDINGTOAN O• ,,vV���
E'm630 I tar fav I- >aK r Fw I.vr 1.1w tow• 1474• 1•iM r tarn 1aT aA>p ACTUAL PRESSURE REQUIREMENT FOR THE
2 434TY aC tetaadnCpa4 abtfl0.t 39pm as 4'An4 tx0 Aim ft 2wl4E atom Aa 1106 3741 e. 0181 fm 4Q90 3w1. OPENING,WHEN IT IS LOWERTHAN THE MULLION
4Arcm30 Lfr Mm00.IetmHNaob40aOM21 uom mom WA H7A ruA WA anm raa WA MA WA NA tlm.n 2alL tuoer CAPACITY(FROM THETABLE)OF THE SELECTED
4AKlgt3grt.R ac NQ}anAap36w1 3k twm M. W& t5wm Iw6M wtlm 9wL 1W twin RSL M. txnm WSb 3WL f L MULLION.IT WILL YIELD A MONOAUM ANCHOR
3AAW»®a4r6(e.0A:71Hy1(r44.1TSAAv9 P1BO WA WA WA t2A WA WA iW H% MIA xN tWt WA HA Nti I1SL CAPACITY WHICH MAYBE USEDTOQUNSFY
1 Aadv rEOp(R9 Sk 2. 131m M" A BDL nsm ttgm 1N. JWb4 mi 3RL 4nL 1Nm D1L twm ADDITIONALANCHOROP'DONS FROM THE
2AMIm I.W.0.C/ 8 -- �m PG NU tW WA IDBm NU NLl WA NLR !BA Him 1Rm Swab ANCHORCAPACIYTABLE.
NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN ANO ANCHOR VALUES AS THE STANDARDgJP.
CFIIG�UBE�I�:���'"(�H{�""(�Ji�' FIG EY TABLE NOTES: PRODUCTREVISED
4 ,N-.� � Dua0o0ewi16tuNTu111
13 SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES ANDSHE'ET25 FOR INFORMATION ON LOADING.
! � SEESHEFT52-0FOR GENERAL INSTALLATION METHODS. -•^j 1.000'�- Acotpavrallo - •&
E�6ati3ADaB9
2)UNFAIR DHERPOLATWN BETWEEN MULL LENGTHS ANOIOROPENONGWIDTHSiSALLOWABCE 132
FIGURE 3: Mimi Tw81ct
SIM ULUONRE AND MULLION LEDINTEREI FOLLOWING
TO SCALEDIMENSION FOR EXACTOIMENSIOWN ON SHESHEETS 21-n21.23. Z�, 1177
HOLES HOW DRILLED STD.APPROXIMATE
IMATEHOLE LOCATIONS. ' LYNN 1
FIGURES SHOW SUGGEBTED,APPR(DOMATEHOIE LOCATIONS � ,�1`�ON�•,,,,,,_Af/(�i
ANGLE CLIP MUST BE USEDONPAIRB `� UGT=N3F•'•(gyp��
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECnCAT10NSHOLLOWANDGROUT-FLLEID 37b' P:
FIGURE4: FIGURE&FIGURE& CONCRETE BLOCK UNIT(GNU)SHALL CONFORM TO ASTM CJD.WOOD SHALL BE PRESSURE-TREATED zTr:• Nq.68705 'TC'
YELLOWSQUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE8083d5AND BEANINIMUM C F.125' rX2'Xa7i:MLLUON ~
THICK STEEL STUDS TOSS A MUNLMUM GRADE33 AND.045'THIC K(18GAUGE).STRUCTURAL STEEL TO BEAT
LFAST.125'THICK AND AS&ALL ANCHORS INTO METAL SHALL AT LEAST 3 SCREW THREADS BEYOND -17 I-./B
THEMATHNtAL#10 A Xf2ANCHORSiNTOWOODMAYBESTEEL,I"SSOR4245S. ���) 5r.$ 6•'t(au
''''L N'IAIhE
.��t`
A LYNN M
0713;P.E.
FT.P.E.B rAT65
Fiji —m I A 9
0 c 9 9 ® e g
0 8 Z5 9 - 121 1 1 0 .
A A . i I ?1 ?9 ; � W r IV w 9 r 9 p.
A j i I u 10 -1-1-1.I, rs C_
o. x4� 4.
m I
ao 0" 3 E *jS Ii a # all a i 4 1 11—
mom
Of NOVO as 0.51-
OWN[
i 9 gig
5 gig I s 112 A a 2 flsl--
- -#Wj-
VD A •, aP c il il O'wa
1 9 .
- - ! ;2. i !
4
a Eli
�c"cfty
9 A
pm
E a d !1211 j
film i5c ;go =I g
< 111 4 01213 z 1 91,
H
CW-* 7
90
4R1 y
y
a I ell e 9 a I E a I --I� m�
It I r
4 A g I a I g 4
SION 5 --- 2
ull it raffi; 11b 15 0 1 1
11
11!1111 a 21111 a
77
Ilk
HUMM
H�j 2061 1, ft=
>
P-2-mv EE6 - 9
OUR
2
>
gl
IMPACT-RESISTANT ALUMINUM TURE MULLIONS
1X2.76 X.375 MULL SPECS
1_Nt�A Fm 6300J
OUT
n JW4
0110114 MULLSTOSHEETSET KcERT.5FAjmx2m
TABLE 4A I
Mullan Cl a T019q
Opwift WIdd1got 9a816VaPVT11'B rtlglWe)oIOpWft H4I9A KarhalArDaMepnlzl/O1111"ig6) C
sob Wal Ab Nh I cob Bob, Rob Hot, Iwh
4x276x ' nWL*.% RKUI w 71g10Ww Rwbrp5al t111Akry. R3 Vft UW111aa, Rlnwyr 7hpN0U. RatlrplaT Te71Mnp fto1.2
hpMWi• Rwd q r IVWMM Ro tb ar 24ym.q. Y
.060705 fLw61Y Laed o La4b7p I-ft glgoodiv lg--" Lobito glgald a pla sv$ Lml&v gLLikov Ift Btm �L-ft tae3�0 L--ftlNdm L-AVMu0)anZUh IRO 070 170.0 43! 170-0 T44 In.O 470 1R0 Sal 1Rtl a6 MA B0 1R0 518 1700 1110 170.0 Mi 170.0 Iwo 170.0 531 i70.o700 521 150.7 IDm IRO 62I 1350 1Bm 1R0 521Nh 1R0 700 1R0 VA Has 550 nu aN 170.0 MI 7Ro 690 SAA ills 1100 161 170.0 R75 IAD On ITOD HIT "so000i 1 70.0050 12170 1417 SRO 6M Ial] Nir MA 050R87b10IRO 707 IRO M 1700 Bao 170-0 031 H&C 10w 1100 051 170-0 1183 1R0 723 1820 1200 170.0 7N 1M3 1200 Roo 780 1212AD AB 1048 1210 170.0 TSO B1A 1200 170.0 750 0070 RT Mto 012 "Ail Ma Has 6n IMO 1110 =4 750 IBOS HM tR0 503 1330 1030 MIC W QU 11/31)IM0 ✓� 1m10.0 Bo! am His SAD on 713 Jim iRo 0M InmbIROMo AI 14U 913 162] TM IMS n/ 140 7N tali n3 132] T35 0A 015 tzLo m W.0 n5 1156 710 722U.4 115 8270 HS 11170 715 549 015 1NA 715 !- W{, o3n 151.0 6`70 tois no 1MB am 1301 of 108.0 m 0232 e81 9L0 030 1172 OA a41 030 IOU 002 71.0 8w 80.{ Lse 813 {70 eW 542 430 9U a0 47A we 01.1 emb alh 1321 770 1450 Mo 1109 770 1198 me 04.3 767 1030 821 Sz1 757 80.1 MI xN T67 101 am Mo TW N2 000050 .0 5W Q2 731 752 691 4/] 7M 712 3nAh 1011.7 070 ta08 ST G2 S5 Ma 310 '27 e3B 141 d30 030 030 Jt3 80 Mo m wit $14 6" m 422 Sal 4u72 BOO 30.3 00 5;3 197 Jia 010 532 407 JITh865 !71 9070 100 1111 67I TBD 480 071 WA QB 51.1 511 1970- N7 4a.0 60 SSS W 412 6M MA 430 ]60A N1 30.8 AI 410 N7 21'70 5" NA 140 Q Z
.r
Rh m oU am 4N a0.1 SR R8 405 0.1 N3 mt tl0 50.0 6U 431 40 111 6U Sit 4Q %o 60 ITS 437 333 59 422 4211 268 5a AM 425 260 $a 10.5 /2f F Q W F
alb bit 401 13.7 311 43A IW 45A 355 372 407 39A 349 9.5 407 315 543 MI IW 321 330 200 147 20.0 704 21.7 /07 m.l 321 160 N7 MB 372 IB] 107 2370 314 oow
1
Mtn 129 358 44.1 770 15.0 358 J73 3111 20.7 350 J24 Sal 740 350 260 Sat 25.6 330 mt J00 Me 550 Ma 2W 17.4 358 212 211 t63 35b !62 2N X g 0 O
lalb 30.1 2m 380 2% 25.1 213 259 231 21.5 2m 2211 2N 11.0 zm rDA 2N 187 2e7 140 2N 161 2M tOb 270 W 14 S
111b 272 187 M] 2" Mt zn 1" m tU 101 m.0 2% 3x3 207 167 m/ 1164 zm 165 270 tV N
Imh 720 270 b] gal *31270 168 R6 167 - 102 2W Q X Q 0
TABLE 4E Anahorp AOb 1 ANCHOR CAPACRYADJUSTNENTFORMULA:
sAamp 2TAgRNt xft r t4Aa10O01 I Rabe7x2m ww I (BP_. ,,UCHOLLIOHCIPCAP.^"e_/ ANCHORCAP.- - ¢
dl0•Et1 7/48'Eka 1fr 49 Bea 4ABhe1 nt01u1 nzSbd MU
AnDhaCl�PatM164 ARArtypa a18'ITwLWsm tH•gn llbxm .w a14•SblAnpm ll,, ur O0E1m Aaor+lir 14uum1 A®eelklrb Bues(OM 9saar(65J SOq(OS7 USE THIS FORMULATO OBTAIN THEANCHOR
FAwt01L1eaM r 2•t!lSWAM
irr r 2nrr r s1a r svr rPIMIREO•COPRESPONDMGTOAN
Wr IS'r r 'Mr 1416• tau• t-W bu4• 1-trr T 14M ty!' ww ACTUAL PRESSURE REQUBIEMENT FORTHE
mu aSob Blob 279p 2mp b 1 p 11 p b p nib Nzp b OPENING,WHEN IT ISLOWER THAN THE MULLION
Tal. WA tm1 ]BOE WA WA WA I9A wa swan 0 /1mb CJPACITY(FROM THE TABLE)OF THESBECSED
m04 6Wb !alp WA te0p NIp BAp 1m7p ORb 1 b MULLION.NWBL YIEDAMOSIMUMANCHOR
wA WA wA H4t WA WA WA wa WA NA WA 715q CAPACITYWHICH MAY BE USED TO QUALIFY
inp 191E 2b THIO llap II7b 370b iWE SS2p IPb tAb 231p mOb ADD MORAL ANCHOR OPTIONS FROM THE
napWA wA 1 wA wA Wa wA wa 1b N2p Smb ANCHIORCAPACTHYTABLF-
NOTE:FORTHE OFFSET CUP.USETHE SAME ANCHOR PATTERN ANDANCHOR VALUESAS THESTANDARD CLQ
�...r�CIRCLED VALUES ARE USED IN THE E%AMPLE ON SHEET 24. eA011UCTttb'VLSLD
yym01yi obdmfluMl
FIGURE/: Ft C1RE; .. .. 7AffiENDTE9, nA N.1(.421ZS.4?3
• • i • 1)SEE SHEET IFOR INSTRUCTIONS ONUSING THE TABLES AND SHEET 25FOR INFORMATION ONLOAOSN(i 1.00T r Epiwti. IZm!
SEESHEETS2-4 FOR GIENERAL a(STALLAHONMETHODS By
Sfi p�d�{
2)LINEAR M7ERPOiA7K)N BETWEEN MULL LINGiHSANDAR OPENWG WRiTHIS ISALLONABLE.
FIGURES �`•`�\0.....•...-`It
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO WALL FOREXACT DIMENSIONS,SEE SHEETS 21.23. 2750' \LCIS@
i i • HOLES TO SEOR3LLED IN THERED FOLLOWING DIMENSIOMI-RESTRICTIONSSHOWNON SHEETS21.23.
FIGURES SHOW SUGGESTED,APPROOQMATE ROLE LOCATIONS "' No.58765
ANGLECI.IPMUST BE USED IN PAIRS. 4)SUSSTRATES:CONCRETE SHALL CONFORM TOAD 30f SPECIFICAMONS.HOLLOWANDGROUF+TLLED •,/1/ t
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATTL '-O "�`,/} $110 C
FIGURE4: FIGURE& FIGURES: YELLOW SOUTHERN PINE WITH AN BO OF 0.65.ALUMINUM SHALL BF GOBI-TS AID BEA MINIMUM OF.IV '�'- VA THICK STEEL
O BE AT
LEAST.126"TTHIICKKANDUDS OA36.ALLAN OBE A MINIMUM RS INTO METAL SHALL EXTE33 AND ZW THICK ND AT LEAST 3318 GAUGn S THREADSCTURAL STEEL TBEYOND 1•xz1S%.esa•MULLBNt S CC-'•• Q SYA:"C
11 • S THE MATERIAL 010&02 ANCHORS INTO WOOD MAY BE STEEL I"SLS.OR 4H)S.S. •S'�'/On1Al.F'`a`�
`.........t'ali\
A.LYNN MILLER,P.E.
FT.P.E0587�
TABLE SA R
MNEon cmcoyubie �
Nng1M4tD Sia'wam4y parltetmOam)Dr HPyM 1.rBXba*.pw a-a") CC
Mb Bob mN NN PON 1001, tab tab twat }j
iNalnaVlV ➢11Tetv15 IbYviPla ➢1p01vV R}vV4s ➢WimN, fbsWVAv Ta*liAmg RSItmplm Ti1aDi4ry. RativTpst Trtpols* R^ .. 1.013.41, RlalvpdY W".,. ".w 1t10Ddq, a
6'a3,12rx t=*v fae4V to" tails* Ia83u* la0al I.-ft t-alas taf* -ft Lm4vP 7as01V �V Lean* U"V Loft La lly 155574
ACV AIUM
1 a 1 fill 111 11 ITL
I I i 1111111 1 1 1 1 11 1111 1 Hill 111 11 11
42N IT" Ba 110.0 435 Imo 7M 1740 an 710 BBB 1740 Sae 1100. P4 Im.0 610 1704 HIS I= 521 74 17 120) 1774 Mt DUO 1W Tim 611 1700 1735 INA 5MM 1544 I= fim 671 � W
fah 1,740 lot imo a3i Met BSB 1746 561, 1,700. 961 Dm iTOo Tia DUo Pet 40.0 Dm ilm !!! !M01 HIT 1 Intl mmd) 157.1, ON iam 1741 197 imo am ita2 ISN tmo MO � S
Man,imo 711 /ma M3 ututl Me Imo 831 1746 HIM INA ON 1746 11057740 721 1740 1316 Tim 747 ircull 1104 vnIll 1M 1411 fam IMA 1,M M.S 140 170.0 756 1013 140 170.0 750
N
'A 11 Dm 7W fm.0 011 1,70.0 ul
M T70.O Sit /1M Ill$ 600 734 1746 We IMO 4O3 IMI 1401 1,740 SIT t4P5 1101 1740 SM 1740 4401 I7m Mf IOU 14ot M..O Mi 93A 440 4740 at m � Q
Mb 1740 OM 1740 701 INA 103 1740 TY 1515 1150 1774 On Im7 1150 IVA Pa U3.31115111 ISS5 MT 111.0 1154 1447 DIo all IIM TMs Ho 703 1160 IW am MA H55 1445 903 m
g BSN imo OW 170 Toa ISIA time I= aM ISTD m 1535 8m I14A LOW 14L7 Me tM5 1018 1320 678 MA tow MLS em 125 TOM it" 874 8a5 latam" 814 bait tow 1MA He = (0 �
b BeN 180.0 <M 11,74 M IWA 0S I5/3 ml 11UI a% 1317 lea IN2 DM MA lie all DM 1126 M 630. 08 M0at 757 00.5 0557 OPS 710 Sao 865 80.7 740 at 4S6 P0./ 1,10 2 f')p
s
mt. 1285 003 iS4B 60 tOTA MS 1148 681, NA MS 10Lt 674 B0.] BOS N3 856 71.4 60 558 ate 842 M HA 841 635 OO 72.2 iJ1 as BO630 ea at OPS 01.7 w
Nfi IW2 RI 111.1 MD but 0.0 0Ie 774 721 PaT Bw 03 721 755 60 1557 721 70.1 eM NA 121 MA 570 41s M M.1 509 3M IN ea6 SG SLI 711 60.1 93
70N MIA w1, tOS,I 60 812 BN MA 587 722 ebf 740. Sm 831 681, iQi 5057 mt M4 NA 656 1503 061 fi0.9 M1 IIS eK eif 611 mi W 51.31 638 316 8ii 50.8 SN � �
mN 0.Sa 611 0570. 450 545 611 573 Ile 470. 611 5M I/o 41.1 6114" 433 303 SM 474 477 a 10 ll 614 37.3 421 VA aft 3 412 a0 0 274 514 30A 4 $14 Im aw
4eb 61,3 ISx S17 4H 412 1,Y 00 30 307 IV 40.4 SBO 318 452 744 3N 3011 42 328 378 21.1 ISL 303 3711 220 V 432 218 305 VIA 432 242 SSP 188 to aP 315 ~ O
1MF w.I 79 9150. 342 31.7 M7 32.7 317 273 351 aA W2 2515 SSI 7S2 30 21.1 337 017 N1 MD 017 a0. 241MY 174 357 fez NI 110. 3M Ilo tm30 10.1 335 mi 374 8.0 378 W.1 705 213 016 211 20 tRA 335 atP 2M D.a 015 190. ?8/ 12S 338 il0781 01.1 759 217 ?y 156 201 016 170 17.3 7M 10.1 262 10.1 2M Ifl3 NB 116 159 144 2115 m MP IfA m e] '705 1DA ffi X 'y
Q O t?
TABLE 58 ANCHOR CAPACRYAD)USTMEN7'FORMULA. r
N W
A.cM7C4 T4a10 �
sra 2awr,aa a41, k vma
nmaNt "Y I Y0v {OpwX(ANCHORCAP.,,,vs,}cAHC}K7RGA.e
6H@aka tY•88@ Bt@Eto Vree DIz Moo. 41291al 4MebC MUWON CAP.,,,,,,
MNaTCOAPattrm4 ft-'VM yr 6koVC1co0 v0ocm yI@BI4oWeta Vr Eknlmam UOam a".U.6Vatw b-(A 60nLT;5) USE THIS FORMULA TO OBTAIN THEANCHOR
Faeatmm I- 5477 1- zv2• ai4 r avr r aVz s aT? z 0- aw D.w CAPACTTYREOUIRIVCORRESPOPIDNGTOAN
txaeml5v 1677 I "I I My I - r 1474 I 1.vr t•,- I1.vr 1.v1• evr r 1,115• 1017 ima ACTUALPRESSUREREONR£MENTFORTIE
2Arcm0O 7@ oat aoed12PO1aH 3mft M. IMft I maEB 'm 2M. 351 VAm Daft Nift mo, t ft OPENING.WHEN IT 6 L0WERTHAt7 THEMLLION
4Am85sQt.u•YN nC/BIOtlM BTdO40TAp alitO Imft madsLVA WA 1uA tl1A 0SDft mNA• N% WA IYA BRea ween Haft CAPACITY(FROM THE TABLE)OF TtESMECTED
aArttbl®@YRO i 216Am�e0A1p7BV 18Dft Taft Wo
I. TMft I=. 6pw 6mft NU 7b0U1 1,Nft 0mft temft M. M. flab MUWON.ITWILLYIELDAMNWt17MANCHOR
SM1m404.a5-Yht3at .We.I AEi6 41 1050. Nb - I WA tVA WA WA Nu tY+S -KA WA NTA m WA Tm3ft CAPACITY WHICH MAYBE USED TOQUNJFY
'A.-FA3p M5ft 1Oft mot Iuft wee tuft mft t7tft 3mft -ft Jsft Mae Imft 221ft 7mft ADDITIONAL ANCHOR OPTIONS FROM THE
2NNmo LI@WOOfJF zab, mm NN 31 4Qft 5mbf ANCHORCAPACRYTABLE.
NOTE:FOR TNE0FFSETt2.tP•USETHESAMEANCHOR PATTERN ANDANCHOR VA737ES ASTHE STANDARO CUP. FRODUC/'RSVISEED
FIGURE 1: FIGURE TABLE NOSES:� 7415-yCuog0o le,*7-1.ODP-Maom ND((P�"SQ .n (
SEE SHEETS Z-FOR7NSNERAL INSTAL USING METHODS.
SLEET 25 FOR INFORMATION ON L0ADNG BY Iy-"
SEE SHEETS Z-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN Mt LENGTHS ANOtOROPENNW
Gm'D66ALL0WABLE _ � 5I11r17j
FlcuRE3:
3)MULLION AND MULLION CLIPS SNOWN ARE NOT TO SLUE FOR EXACT DIMENSIONS,SEE GREETS 21-23.
a i
HOLES URESSH(YW$LL�NTHE APPRO)FOLLOWING OLELOCASiONAL RESTRICTIONS SNEWMIXi SHEETS 21-M `Y:' '.;�4
FlGUR®SHON SUGGESTED,APPROXBdATEHOLELOCATIONS. ";;; N0•58705
....
ANGLE
ANGLE CUPMUST BE WED 1,N PARS. 4)SUBSTRATESt CONCR£TESiMLCONFORMT0AC1301SPEOMCArONS.HIXI9WANDGROW+UM
FIGURE4: FIGURES: FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GSD.WOOD SHALL BE PRESSURE-TREATED P'" .ry g I7..• `
YELLOW SOUTHERN PINS WITH AN GOOF O6K ALUMINUM SHALL SE6063-T5NND BEAMNIMUNI OF.125' 1
THICKSTEE.STUDSTO BEA MINIMUM GRAVE33AND ZW THK3((18 GAUD STRUCTURAL.STEELTOBEAT � SLATE
PKIrv�F XYuuw)LFw! %F•'..ROTOS".:.. �
LEAST.I26'THICKAND A38.ALLANCHORS IWO METALSHALLEXTFNOATUEEAST3 SCREWTHNEU7S BEYOND
THE MATERIAL#3O8012ANCf1ORS INTO WOOD MAYBE STEEL 788 S.S.OR41DSS.
A LYN)S4:IIILER,P.E.
PL P.ES SBTOS
TABLE 6A
MuMonG D TaDla ����
QP0n07gH01hh¢QtBl/11t7hapeMtg mtlan)mOpanbig HdattigortaimrDaryapDMng rs"v) O o
Ob mF mm Ob ab 1mF tab I
ReNmb}N n4NA1•C Ibtl4opW 4WRvq R4NnOM Tt•O6•p mN•10•N TnpN•B, iNPinp4e TiWN•p. 'sWT,•+a flmtnW/ �nww* 1 d ft T1018014. RSN 19A. VWTA•D. y;
AMm.TNe• la6b• inbm4 1443a ix�e I446ru I.-ft 3x61@ L.-ft7,IS• twdnp I44bg 1-fttmmW Imf. IAtSe W tf L.-ft
all 11 a 11
€ � o
416 170.5 010 im0 410 Doe 7w I"A I" 170.0 ODS Imo 500 DOD Om 1m0 810 17" 111, 170.0 671 IOD tmIlmot m 170.0 1 t4M im0 mt Itul 1430 I a1 DTA 107 Dao an
wb IT" im Inc au Into 810 DOA aw770.5 9m Imo m0 1108 7133 Mo wt IT" 1213 I= 077 ION tdm im0 i=t 3 Dm 170.0 6M 111.7 DPS Imo 000 02T = Mo w
b J W
MAM170.0 747 Dao M lme ON Imo MI 1m0 1010 Imo ml 1mA 110 tme 7a 1001 12M 0.0 Imo 7R 1441.5 I= 17 T58 117.1 DM Imo iM IWA NM Imo TSB OA lab Imo T56 K
ix. I= 787 I Imal 612 Mo as tm0 ml Doe 1110 Ila* M4 iwd 7160 M91 603 IV.21 STM 1m0 M I 1736 fW 1780 OM IOL Ilea !Ll! 01 782 1151tmA M7f] ItM 170.0 mi top p
Not Dao US 1 M7 102 1M Imo M 141.5 IM 161.1 W I=t 1M iMT 414 1112 1042 I= ml IMO 100 1302 131 514 1M 01 702 71A 1042 111, No BU 1wi um lm � 0
0", IT3A OM DOD 744 I= Z2 IMwt DAB UZ 144.4 70 DSA OR 131D AT IOU TI.2 Dii M AT M DU 1M M m 7064 743 411,11 >@ I= TO =71 1021 IXCj 744
OF 1014 047 tmt 740 137A M IMO 70 11&1 M 1103 780 IW M $17.7 702 OLS M In? 735 Q7 011 1012 Til Mo M Mt TD 60.1 M Ol0 711 6V M M M
Mb /3U W 167 71r it" 4B UTA M 070 870 00 M MO M 9U 690 no MS W Sa WA W 8V 674 m.5 W M3 M3 4" W I" = 6A W I'M41 at 2
IS W U2
Mb 11&6 m 710] em 00.3 R 1@A 04 07A To 641.5 610 125 7R MD M 612 762 742 00 OA 7m 6U e0 M1 742 OD M 41.3782 6&6 M 34L1 761 I GL41 MS p}
mit to" 724 HIA me. no 724 848 Ori m3f 11t eu Bm Mt 724 MA M 404 r14 MI 001 536 724 814 00 410 M 673 473 33.2 724 bi3 ,67 314 71{ a3A U3 J _
mF 816 W 11D bm OA5M MI 474 M7 M 610 4M M, M 47.1 IO 3" 50 w.4 at 3U 6w 300 {w m0 M 341 430 24A 50 =I 4M 11.7 M 917 W F_ SQA?
mh 67.3 4m MA 1 4R 0..0 A8 `NT 419 MO {M 433 412 318 {78 30A bm 316 bm 348 400 ffiT 4M 420 M 230 {T4 a.1 = MS 4TM 1St Im Us 4m 242 3m
ImF 403SIT 41,4 3H A6 ST7 34.8 mU me 7D wo 330 233 377 2U Satz-
I's
d m aA SI ml 317 120 3D 1&0 39 lQ0 SID
Ittb mt SST 11.4 723 OO SI 314M347754 3A R6 abN
iwb ITA 1 a2 1021 ISO IQ
TABLE 69 2 T)
AAO C T ANCHOR CAPACITY ADJUSTMENT FORMULA-. _�_ a,�
mm 17A04Yee14 I SM Ox xm•r2w 17W CIA; ar\wm 14W (D y)X tANC2KIRCAP+ae�-ANCHOR CAP.- > >
315'm, w mM NSCEk,1MssF "suN 01...1 012> MULLION CAP.,W„m
AnShorCOPPattmm Aawnr Stt8'8wt•OIm urL�,tOnbm t14.r•I 91SFb014vrm tN•a4cmum A4n0m lAmm Aa0QW,ew•t&376an1,57 Se tm 113E THSSFORMULATOOSTAIN THEANCHOR
haw 00tsO4 1• altr r Sari' 3•Br I- I 341r 1• 1 24Q r w r a4Y ,s4• owrCAPACRYREOUNUVOORRESPWDPIGTOAN
EmD tlemlQM1 vur I- 1y4' 144 S M. 7.w• I.M. - 1-f A• 4W r i3T ,yd' Ian ACTUAL PRESSURE REGUREMEM FORTHE
1 .iB Nh .G/tamrea0bNg2 t SMb S4Pb b e. IBwb -ft -mw e. i40b 7e. b wt. 34 b 4aft WOW OPENM WHEN IT tSLOWER THAN THE MULLION
4Ary4ncm4,G 2YNb m9
QGtsl4 ,190tu0 Oµ33 Imb Imb mu IOU sib NU Sm04 WA bMe. wA Deb wA M7b 04101 11ab CAPACITY(FROM TIE TABLE)OF THE SElESELECTEDe0 t.s•Lth.oa7 waac{ero3upDgoAa. b woe. WA WA WA ,
M. " I WA W WA wA 13Bie. rune. 2M MULLION.ITWIL.YIELD AMPNIMUMANpWR
{A,91en R173eP O.G 7Mb An0•oY•/Oy.S Imb M. MOb Dmb I". 6Wb 40054 Iime. /we. 0004 tR4b 49b ,Mb tree. CAPACtTYWHICH MAYBE USED TOQV011)FY
,ArcN540SIM 0.41Wb6Anpl4 /441.bk ilmb IIm 134 t0ab P310b 04404 tl0b iMa• NL4I Omb 1117" 13ab M10b Mab tw. I=" ADDITIONALANCHOR OPTIONS FROM THE
A20rm D44FF 0.41tS($,3w.D4Abm.{FF, Ht4 WA WA PVA WA W.4 ft AYA HA WA WA - WA - D10e. ANCHOR CAPACITYTABI.E
2APP64n 0225'100.0.51 fJS0 PCm SOb YSOb 1Wb Mlb ride. WA me. t0A ]ISb WA NOb P01 wlb 4421bo t61b PR7XI71CT REY7SF23
{A6PM5 I.IS NFO.C/ ok 439" 10ob WA WA WA SOA MOM MA K71 WA WA WA mib OMb 1
11ab X4 p gwmgaFbd&
NOTE FOR THE QFFSETgJP,US£THE SAME ANCHOR PATTERNANDANCtiOR VAt.VESASTtiE STANDNiD C{JP. -••j i.Qw r•^- Arm �(pb2!$,O
?GLI
TABLE NOTES: �
F•IGURET: FIGURE2 FIGURE& FIGURE4: FIGURE&FIGURED-.
^1--��s • • • • : • or.].
)SEESHEETFi GENEROR AL INSTANSONUSING NMETHOETAEI£S AND SHEET%FORP4FORMATION ON LOADING.S7�
SHEETS 2-4 FOR GENERAL INS7AUATOttME7HODS \A �
���,•l�0' LENS A.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDAROPBdWOWR7IHSISAILOY/ABLE
3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE S1EM21.2&HOLES 4'C)D' t ND.50705
TO BE DRILLED 04 THE FIELD FOLLOWING ONENSIONAL RESTRICDONSSHOWN ON SHEETS21.M FIGURES SHOW - -fj
FIGURES: FIGURES: FIGURE?: SUGGESTED.APPROXIMATEHOLELOCADONS. tb lY
�
• • ♦ • 4)SUSS7RATE3:C074tX2ETE SNAIL t;O14FORM TOACt 301 SF6CiFiCATiONS.NOLLOWANDORWRFILkD �'A�--. STAT£ F �J=
! • • ! CONCRETE BLOCK UNIT(CMU)SH ALL CONFORM TO ASTM 650.WOOD SHALL BE PRESSURE-TRFATEDYELOW .125' '�`•'...ETORIVA.:'\��.
• •
SOUTHERN PINEWITH AN 80 OF QZ5.ALUMINUM SHALL BE 6063-76 AND BEA MINNUM OF.12WYMCKSTEELSTUDS TO BEA MW"JM s
ANGLE CUP(FIGURES 696)MUST BE U3®IN PAIRS. AND AN ALL ANCHORS TGRADE
METAL SHALL EXTEND AT LB%ST�3SCREW THREADS BEYOND TIEMATERML0108� � '�7j�rt�M���5�1••
1�1i7777�
612 ANCHORS INTO WOOD MAY BE STEEL.188SLS.OR4f0 98t•X4•X.l2S. MULLION A LYNN MII.LtR.P.E.
FL PF.#SS711g
TABLE 7A
Mu04nh TaOk ����,R
OWfNHVA01h(Ut+etYm'q-aDerlylBfnliHom)OfOMndtH X•IHMf6rkatmlWy-speMfgndEmel IS!
m2E
6081 h lob Mh loom Gob Stub S60h y¢�ky1
1444.076 1hp0ml0. Rale-W Tu'NOI49a Red OW TWAT m ReHm•la I ha 0-11. R1G•Wx I Tn9B6.0. RMVWBa TI9Mm1B ft4v rIg6Gwa ft ow ftlnt p fml• TOa1B6••. p ,$
Aloe.Tub* L."TyV1 lggga•ApgV'$1 1�iwmq i9em0ye0 SSgwlnD pp f�gl0••OQ I-" fsg-ft t-ft pL.
-Imma pP,'fSgOMryyQp$ +p tA�Y L-ft fckmpgAp$ yg Lgg-ft IC- fSgt-ft ppL-Sdv Bx g
m C
to P" �jj
O to
Nh 170.0 BP 110.0 420 I?QJDj 746 120.0 I73 TMD ON TRO I 600 1720 IR 170.01 biD 170A 1118 1720 421 vulti 12N0 170.0 321 1720 iml IRO 6N IRO 17]0 1740 I 6N 1720 iW] 1100 MM J
am Inc 700 STOO US 17"1 320 1700 054 I= 02 Mo as SRO it. 1=1 Wt SRO MI SRO BR 1720 iii? IRA 60 660 1120 SM •M TMD 1420 120.0 660 161.4 MZ4 TRO !372 J
R620h IRO 74? IRA W3 IRO US 170A 611 160 INS 160 204 170.0 Ila ROD W NMA lots 1740 111 160 1401 1700 no 1]0.0 t7R I= 760 5600 10, IRO ?M 1M.b 1010 1740 IW N
Mh 1700 lay I= 012 IRO al SRO 6M Ims isle Rao, X4 TRO HIS IMA 19 IRO lat me Oa Rao is% t?AO am 1649 SM /SOA MI 14.1 600 SRA sw TMD SSM a" BM ED ��r]3 a
Mm IRO BBS 1740 MIRO 1001 IRO 707 IRO SMf7aa BIO 1T" NR 110.0 BN D00 1201 1700 000 1636 1010 IRO 1013 IAO 1310 160 109 IIIA 1011 ROA I00 012 176
1618 0 M � CO N
J
8b81 1720 800 17210 TN RAO 1556 tR0 m0 1700 1502 t70A aw I= IND SRO IM6 1647 160 ROA Sore NIA 150 170.0 Sm 1171 MO 1666 itM 1007 SM INA it" ail ISO 190 516? _
Mm 1700 374 IRO 01 Mo IN 170.0 SM 600 INS 160 1002 1108 NII IM.6 109 10A 1472 IMIl 100 010 1473 IMA '130 1041 INE SVA I'm 010 1472 1100 1104 60.] 1H2 1110 1101 Z
Rh 5700 1003 160 BD IRO i276 SRO SMI t60A IRO 100.2 SIM I= t3ib t0a 709 1143 t34p 137.0 1020 1010 i]M 126.9 100 9D OW 1520 RN TOA 1520 5120 1013 00.0 '40. I= 1012 2
fJ 1t
Rh it" S02 170A BR IMI 1120 INA 1M3 I= 1120 13U MI 622 1154 t37 WD 727 It" 1165 Bal Us 1154 107a SM 743 SIM RA as 6L' 1120 M.1 R 061 1154 722 MS :3 h �j
tem t66t 1tst Inc 907 iwl ISN IVA B9 Ittlif Am ItAb 047 - SM sten 031 03 101 /G10 Ms 679 tII4 386 BW 9A2 itN dtA 204 203 itN 03 651 6fA i3N 052 ale Q
r
BOm 1051 all 111.6 700 10.1 201 61.] 7.10 T3 MI 021 1N Ra W 710 712 eat 614 686 TR 610 IN OtA 093 100 0.N 61] Bn ]09 e41 004 as 510 914 2T 620 � Oi
ABh 20.1 .742 Ma 3M 141 112 TSS 12A 330 742 an 0.N WT ?rG 636 9/ 415 742 154.1 372 44.6 112 441 114 4.1 725 all MO 3fA 742 31-0 600 27A TO 40. 620 !-• 115 �.-0 O
100h RB MO 019 600 M.I 008 616 671 44.7 620 IBA 513 301 6m 41A 608 MA 620 93 420 ]l3 US 512 IM Al 006 MA Nf b3 600 2BA 172 166 620 21,1 tP8 N
f11m OTA 69 us aS LLO 533 146 195 452 206 Q4 472 50.0 653 566 4m ]ZO 006 362 473 A/ 59 OL3 4V 24 mb 225 S4 200 520 24.3 40 140 4m 221 40 W 3C Y
120h I6O 173 444 44 ]80 476 30A 413 520 116 317 14 260 1}0. 720 411 20.3 V6 AI 420 223 V6 N.e 101 IBA 06 21.1 320 103 V5 101 >4 il] 115 172 581 LO
iNm 244 40 907 MS 0.A as 221 ]01 149 3w 143 201 t" 310 RA 29 Q wed.
TABLE 7B ANC NOR CAPACITY ADJUSTMENT FORMULA:
/N2Ao1 T•t1b ANCHOR CAP .,, C
8W56ata 218 368 Cm4 Imba7U F•.a061 PI m61• (D.,rX( }oANC7iDR CAP.o C
Ylr Em Vr 00 Eto d1PB0f Wa6Em0 Iln- M20mN Ms" MUWON CAP,1.,,�,
ARBBAtCO PBAIR• Aom•I}p0 Yir Em906ama N4•EmtW66m Imlm 3T1•U.W- IMOrn U3.m
F Ameam I,- "'N'0.•r m BesnM 8cc•La31 USE THIS FORMULA TO OBTAIN THE7NpfOR
E60.Ot+l•re 1• 210 SNR• sur I t• I 2-Vr r +rr r ]-ire• z 0..v 6W •3br CAPACITYREQUIFEEr CORRESPONONGTOAN
Eeeeoam ) - NII` lar 1-dr r Lw• uN• 1-w• I-w• t•1M FVI• r 1b WA• w1b ACTUAL PRESSURE REQUIREMENT FORTHE
zArcm9®L15•um.acratam0alXO.iCOp6b.+A9k m b 4wm MSS9. 35s•. 1i.b 41m m 9N 34,ft N2m wom OPENING,WHEN IT E LOWER THAN THE MULLION
4 Ncew'D21YNm A.cfemra73taon.R llu]k 1Mm 7Mb mom fllab M. WA Mem Na ewb WA No. WA Mim Mem 1170m CAPACITY(FROM THE TABLE)OFTRE SELECT®
0.J]mN1.tYWn.a.C.76terpeG(o506N COp¢p,4 OMb i/MIDa WA WA pA 004 790m s NM W. WA M. R70Cf 22gm MULLION.ITWILLY7EDAMNIMUMANCHOR
IAighw♦T r092AA.70021 Aqm)""0461 76Rb 7mb Mom 16BOib 14%. 6Mm Mom WA M. Taft M. -SS. $0m M. T120m CAPAC17YWHICHMAYEUSEDTOQUALIFY
OAmMn®rSO6oG7W3AAr0m pa7P¢6k ifMm from I®b z3tam 2N4m awb Now. Nu RN I4 Ila. I=. 3aMm 192m ']Ob fM. ADDITIONAL.ANCHOR OPTIONS FROM THE
IAaebn Na43•Mq.aalti!$,29o.t7sAAe1..{Ri.Sk WA taA WA WA t0A IL'S WA WA WA WA RN JAWWRCAPACIrYTABLIE.
]Nmlm 2.3SMN0.07 F4XP py.M3Wm Smm
W" MISS 4Rb WA SMb WA 3 f WA Nom WA Nib 40m 6Wm PRODULTttB"YtSED
IA6EM• '.STYm.aA7lam 0k 4Mm 10Db WA NM WA Na 9Om taA WA N84 wA I is I M. BMm I 'YNOm 0a'amBlyISgSm ,"FIaM4
NOT£:FOR THE OFFSE7C17P.i)SETNESAMEANt1WRFATTEUNAND ANC4i'0[NYALUE3ASTNESTANDARDtX�. -.j T.OLG.'t-- --[Low�+ AmymaaHp 16-OZ18.03
TABLENOTES: O7
1)SEE SHEET i FOR INSTRUCTIONS ON USING THETABLES AND SHET25 FOR INFORMATION
FIGURE I: FIGURE2 FIGURE 3: FIGURE 4: FIGURE@ FIGURES: LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1111117
s
�� • • • • 2)LINEAR INTERPOLATION BETWEEN MILL LENGTHS ANDUR OPENING WIDTHS IS ALLOWABLE v`•OyJLYNN f,ItN7,0'_i
• • • • • • • 3)WALIONAND MULLION CLIPS SHOWN ARE NOTTO SCALE FORIXACT DOAE?NSWNS,SEE
SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL R73TRICTIONS 4•)V �.' ••.i<;,
SHOWN ON SHEETS 21.23,FIGURINES SHOW SUGGESTED,APPROXIMATEHOLELOCATIONS, Nu.50705
FIGURE 6: FIGURER: FIGURE 7: 4)SUBSTRATES,CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS HOLLOW AND
• • • • til '`
• • • •
GROUT-FILLED
OD -1E BLOCK
UNIT(CMU)
FRMTotSTM WOAD SHALL BE
PRRE-TEATED YELLOW
SOUTHERN
PINEINGE ANSGOF0.55.ALUMINUM ,p�•��. 41•;
SHALLE C.
6063-TSANDBEAMNIMUM OF.I2VTHICK.STEEL STUDS TO EAMNUIUM GRADE 33AND.0/+^ .375 :r�,c�''•FLORiOt:•'Cti��
THICK(10 GAUGE}STRUCTURAL STEECTOSEAT LEAST.t2^i TRICKARDAX ALL ANCHORS -7 `''`�`St�yt�t.�L�.;•
ANGLE CUP(FIGURES 6661 MUST E USED IN PAIRS, INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL-&106202 1`X4'%3SY 7 1`XP%.9Y� ALS'NIFMILL' ,P.E
ANCHORS INTO WOOD MAY E STEEL,I"B.S.OR 410MILLION
FLP.E.F SM
TABLE 8A
NUIBpR Ca 6O T6BN
DA6t1pIDW{61h(br msple>wowBlBSHdlgh{�toBmr/a%+a�6'NomDpra) ���
Oh 60h Ab Mb 00h IDDM Mw lob wh
i26'F R4 4 'B+b'lEaiO, FM.F- TnOrt-4 AfQn 9yYBiFV Rtttl1g44 vt01L0Y1p. R0014WSt m)In4a R6DDN44 lw..1p RaN4Ytr T1 m.*. R-11"r Tnt{N463. 14rJm04r Tiwlm4H. � p r
3.14YF 1 tm0op baAq tadryi 1+NaN Ls 1V toft t66Y4j L-Mv 1� -ft it�Y 1 0 t�+�d 10]010 {6 tmBrO 1�0 1�i�75
fill h I h ll 111 1 1 111111 �9
if 111 11 11 11 1 1111111 111 H 11 11 11 if ISI 1 11111 .4 1 11 111111if. o I� m �
Qh 170.0 070 IMA AM 170.0 111 ry0D 470 ry0D w Into 000 ITaO 292 1700 016 1TQA 1118 110.0 621 ry60 IND ry0D 521 a" I/O 170-0 Mt 1700 ilii IT" 521 INS in0 170.0 NB J
Oh 1IA0 T08 170-0 471 inti s3D D 366 (70.0 2# tt6A 690 1700 0133 1700 01 f740 FZA 1700 alt 1160. /oil 7700 660 /4L6 /aid 1100 00 fM2 iw 1700 6a 170.1 tt46 110.0 P40
11170A 70. 1n0 I a InA soli 1T" at Pit, Me Mo 606 'm list Im 7i9 170-0 tits 1160 70. 1M.0 106 Ino 760 110.2 11N 1100 TO 112] 11@ 1700 70 IDU 1166 170-0 168 W
4{11 into 18f 176-0 60. SnA stB 2n0 H/ ROD fits tmo 761 Into 1270 l7u AM fat tan DOA 631 M. 1916 tFDA Am """, 700 IT" Of toe IR8 Ino 6811 6Ll IJn Ino 6m IIT (Jj g
Wb 00.0 as Ina Tat 11" I it" Tal 160.6 t10 IMD sn 00.0 11]6 IWA no IM 1146 1660 M9 1112 It" III" 217 I @.7 11]0 14"4 Ori 7" 1166 10, ®6 003 It% 1446 00
ob 170.0 pip I= TO tat ItSf I= 00 11372 Sot 1652 an fat on HSo 40 tB57 lot I= ON ALI lim t25T OD Tat I H44 at 0$ lost 1141 021 800. Iml HILI an � _
sth 167.1 stT 1700 7@ 13;W 03T 1611-0 Ost 111-0 107 iN.O 1B0 t0U 0.57 013 T7/ 621 661 IVA M 4" 00 tMA Tst OU M 1000 760 a1 607 US 70 022 337 AAA 70 Z J g 2
Ab TILT of 1362 AM U73 Ot 1162 6416 p1.p ON MIA 677 Ta4 Bit MA 00 713 O0. N.i ADD 6U Am IU 60 0.6 006 729 6J4 10.0 ON OU 672 02 Am AM On
"M INA M 114.4 00 612 17? W2 MO 712 122 003 600 0U 722 MT NO BLB 722 Tali W 6U 722 as sw 433 772 683 670 al TQ III OD U2 722 W2 60t � � 2
nb 1012 00 1003 600 OU 809 622 ODD, 723 OS 763 6N 633 Est 704 40 642 666 N.3 AW 000 AM 641 00 0.2 055 643 00 112 10 SIA 5M 312 p0 W7 08 Ww r
stb 0.6 616 B6D 4J7 NA m] 672 40 61.1 010 50.1 N1 412 515 03 476 a6 ]Its I al as 610 31A 1172 VA 115 ? HJ 2341 AM W 40I =6 610 261 404 m a
x
2911 6U 494 08 01 463 409 al 367 a6 463 41A 32) SSA 19 303 360 302 453 Sao 312 2T2 4M SOA N4 27A 03 70.8 355 "A 133 21A 30 17.0 03 729 338 to W� $0
10010 MA 336 J2A 0.3 ]14 JO 32A 30 92 Im MA 31J 240 30 202 Am 212 250 22.7 JN 12.1 J66 246 300 - 3% I6D NJ �
Itib at 333 a6 300 2W 3711 36.1 Sp! 241 371 241 22t 941 376 232 293 toy 3341 a9 lip L72 539 110.11 2st x
Imb 272 700 463 291 a2 2W aA ]st IW 390 20A >58 11A 2W 02 253 16A 2pp 164 212 It1
lob t0.i at OS 00
TABLE 8B AnO1ptC6 T6N6 ANCHOR CAPACITY ADJUSTMENT FORMULA.- s0 q
Bm 270 aF3D]. list H66trr3Ar I FmdInu I w w 1111N4 (OP„)7(tANCHOR CAP.,-,�•�-ANCHOR CAP.,
A.lb.,C0PP6ttlm6 -064114 ST8•Dat403m V4'MCOBmtOt Uig ytppmyAgp7 v4 .t4� w'a30t-Wrf.Y MD.AM.. 012mo p12ME11 MULLION CAP.�,-
A00m. tmt. AMmOd.Wn(W)MiM _(M USE THIS FORMULA TO OBTAIN THE ANCHOR
Oy OtW]e t• 2•YS r z-vx }167 I• ave t• avaI x 31w 2' 4Y• 0- DSM CAPACrrYREONR®"CORRESPONDINGTOAN
EOKNe6wr iQ4' 4ae tort S t-Y4' f.W MVI' t-YfI ON• t-W 2 tab• t3T ;;9 ACTUAL PRESSURE REOUR04M FOR TIE
x u5n@ailTOnn rM6mF6BBaettxD Dt9141
iwm VD 2mb l0 M4m m 2a Im 6Qb 9Ab OPENIKG,WHEN ITISLOWERTM THE MULLIGAN01 n00om wA IVA 1,ANu J6pm NA M WA WA w W. 506. nMm CAPACTTY"DIATHETABLE)OFTHESELECTED
ND- 7060- 146m em9e i=m 64201 49 IIF1m MULLIONATWILLYELOAMINIMUMANC7OR
4ABitlD@0.4YNI4 Dc7V4$gonYAtm pgNU. WA Hu Na ND1 WA tYA Nui Nu NOm CAPACTIYWHnHMAYBEUSEDTOOUALIFY
1`-601 Istb a6m 4001 pQm mm t m mm MDtn 10101 M. mm WAS, 22101 -O-ft ADDNIONALANCHOR OPTIONS FROM THE
2-0116106@Lt4Lh ta0tF 2qm 305b NIA Nil k05 t9A IODm IVA iW NH tpA MA Ulm mu 3Wb ANCHORG'APACTTYTASLE (Sit70UC7 RSYfSi23
NOTE:FOR THE OFFSET CMP.173E THE SAME ANt21OR PAT7B2N AND ANCItORVAINES ASTHESTANDPJTD CLIP. moDucrRavw DF{nii!
D.Mb6C064
FIGUREI: FIGURE2 �12�.� A Ko-621 HOZ
TABLE NOTFS;
• • t)SEE SHEET i FOR INSTRUCTIONSON LISM THE TABLES AND SIEET25 FOR MFORMAAON BY
ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Mimd 71aAi0.
1111111r
FIGURE 3t 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANMR OPENING WIDTHS IS ALLOWABLE `i N.(L N,yTt ret
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR E)(ACTDUA@4SIONSf SEE 3.163' `��:.uCEN,$4c -fi'P'•
CUP MUST SHEETS21-2aHOLES TO BE DRUM IN THE FIELD FOLLOM43 DIMfiiSIDNN.RESTNICIONS -,..: •':�l`
• • • • BE USED SHOWN ONSHEEIS21.23.FIGURESSHOWSUGGESTED�APPROXIMATEHOLELOCATIONS ( �� _ •,: rtD.eOTCS
tN
PARS. 4)SUBSTRATES.*CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS,HOLLOW AND L -
FIGURE4: FIGURES: FIGURE& .GROUZUEDCONCRETE BLOCKLINR(CMU)SHALL CONFORM TO ASTM C80.WOODSHALL ='D
� �t�: ,
BE PRESSUR&TREAT�YBJ.OW SOUR ftFI P)NEWTFHANSGOFILS&ALUMO{UMSHALLSEANDBE
• • • • � RADE 33AND
Tn'NI1K1I8GAUGIMUM E)sTRCNMLSTgtZT ESTEM ATLFUDS,BiZ5MINIMUM-ICKKANDA3f1 All 7 t
I2sxai6B•x26r1A6LLON
• ff ANC HORS ANCHORS AL
STEEL.I"REWTNRES.SBEYOND T}{EMATFNlAL {'H'vF38R,7A371! 'rsJONAt_"5`Z:
• 0117 B 012 ANCHORS INTO WOOD MAYBE STEFl,768 S&OR 410 9:w rA.L{'NN WLt "PZ_
FL P.E.9 58785
TABLE GA
AAtAonCi T)bb �p
0plf00y YAdth(Wre1xM5T+D.lxare muorola anNO Rabhl4tlrlaaLeTYtT+ppllAy llpL.pn1
ah ai6 a ab ah Say IAh I »eh »Bet
Al-n..atbo*. I .10m.- fi-lVl-, I h I Jill Is 1 _ Ii
25A315 1 TAft -dm - � - ft w W .� u. L61m16)6 1
11111
Tub.
3$id 3 3 At m r
to DD
4h AM.I an Im.e 1 U. Im0 1M RAI 473 trap a5 1146 501 no. SAM I= 61. IM Ila Arco - 161] 111. 110.0 6N -.1 In. Am. Mt A- it» ma iit a. iMs free of O
{.h 110n Ta IrO.e b1i +m0 as 1mA aM +aA ai. 1teD dti ua/ a/ neo 661 tn. a6 Am 6n v13 oro Ira0 BAD .la a. 1140 p0 ad @ro tra0 610 1a. oro 1740 ae -A WWW
aMah iron IV 11 o 6a1 I.. 0 6140 au ia.t - 1140 N4 at. an t5U la tit. a} Ia, iA Jim m tai AM a8 an 1661 Ms tai an 1561 .IS MAS 9A tax a65 2
Mh ImD of 17..0 ttx 161. W fro0 Mt ISa - 1618 6M I It = »U 8a Tae US bID 060 W.1 6W Am M4 ITS a1 »a. 832 a] .M Am 6II M.a ae ua. 631
ah fat Ne IMT au tm. ra. 1329 am S= Tn ."A a9 116 1$ faA ba }aa tb tetD at nd Tal 90.1 On 6aT To 633 aq 612 T1 axi im lid tY aix an 77� 1-
ah IA.y on uta 6m »3f a! it. Na 661 .TI tai - n9 M}114-
S.
l en 0.Sf 6A tt9 an MD 6M .L/ 6n nD as N9 en w em ut at 1a] 6A
AS,
fad MT 111.1 610 .1T an ab a» 168 e» as - a. air 36 aR nd 4M 61e eR 6At 4M as m aU (a5 Sal 6n N tie m ttr axT 4M �
nl. ad M. al 4W al na m Ib w Sm to 41z oL. .» .t .1. 61] tt9 11.1 61. Wl IN 51.5 6» - 4a AE 60 Mo Ia A. 61. 4a. 4a Z y g
lab and 4M 1x1 AM 615 MS ad 386 a3 483 619 No 411 AM 6.3 4M 41S US tY 161 4t] US 314 4a YL+ bT !13 AM M6 SU U. 4M Sax M, � j
fah M9 111 6iD MI 61] i» N.0 111 tD. pn 446 Nt 9 NI 41.0 Y5 nd 4n al SM A9 NI Ma Ul A9 NI SLI ]M M4 MI III UaUUII.S.{ SSA3n a. 2M 50.3 ET 1x3 AI x46 allu W fit II. 119 AS M.1 xn I" m HSin SL! nD2a Yxo AI la4 Sx SLo AI AI M9 7M 1}i 1h »8 !11 . Al 11.1 219 I1d Al 116 ffi SalnA xb 1A3 AI 161 1]e Itfh Ad III. 11.1 N O ffa}It-
IAN AA la 1.] fm IU 111 »9 IM W N 8 8
P)
a1-: X
TAB E 93
LL N 4 d
O.
Ai1nDOt Tl4b ANCHOR CAPACITY ADAUSTMENT FORMULA:-
Z.
ORMULA:Z.QAh161O xa Gm6. Hpl6sfxpl FY6a01 A,T I YUtl (ANCHORCAP.�,Y1
DIo'Et66 yr sa Fla Nla Em uPd8 t3o n5 e1m az Ma. luafm (�)X`MULLION 'ANCHOR GIP.
AnrJ+DTCa P)iam. vfo'Dwta,.� va•O;nUo-aom »� 6na•D56uq»e ru•[kot¢mm USE THIS FCRMUATOOBTAIN THEANCHOR
P AOPIWU6 tNcm Ap36.1I61 sexsTcsD SanitW .msWSJ
ENaplym0. PL.2-Ix r dur suv r ZIM r stn' r I ue` r e{S 1 .s1• ei1P CAPACITY REQUREIr CORRESPONDING TOAN
6n5fyvty INP WP SSV' 1,314' r IV/' l,V.• Ig saw f.11P FUP r I.YC NIS soy AOTWU.PRESSUREQUU1LMENTFGRTHE
2Anebg411.T6`Mh GG tSUMMatII36tGP[Fy,t Sab Saab MAA Wpb ASIA. 2mq M. M. mat, Riq 1 W. SAM b Mib 441b b OPENING.WHENTTIS LOWERTHAN THE M181WN
4Aaclnn®LIS'MK QGfalm6x0(arf]a14UUb{W.2p Iab fab WA WA WA WA SWb WA WA WA WA WA 68th 6aib 11Ab CAPACTTY(FiROM THE TABLE)OF IHESREC7ED
4 A6AngrMh GGra215AeW rffu.
-ft b ato. 1a0b faeb 6aq 5ab vu Taft' } b Dab Nab aub ;4 -
140b MULItON.IT W81Yl@OAMJN5LIUM ANCHOR
SAyfaU®05.•6WI.O.GTUgx-I0.•Alm(Fy,43 WA WA WA WA tUA W.l WA WA !aA VA WA WA WA CAPAOTIYaYHLG{MAYBE USEO TOOI,tALffY
1146 IRIW(FAA.a 1 b i96b xDb -ft alb -ft Iab rob xAb rapt 11xb 4nq f}pb tab ADDITIONAL ANCHOR OPTIONS FROM THE
MQbSabWA tYA N6a WA tW WA Hca NW WA WA Utb anb ANCHOR CAPACiTYTABLE. PRUDDcyuryRBVISED_
FIGURE}: FIGURER TABLENOTES`, 1250' Acne t6-cTa.18.o9
• * . • Ilryitd CNo Qt
1)SEE SHEET t FOR INSTRUCTIONS ON USUIGTHE TABLES SHEET 25 FOR INFORMATION sr
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, FfaAn1
2)LINEAR OTTETIPOLATION BETWEEN MULIFNGTt1SAND4ROFBiOiG WIDTHS ISALLWYAffiE I.A`i f.(/
FIGURE 3: �L LYNN ttf�
(A'
ANGLE 3)MULLI0
N AND MUWDN AAPS SHOWN ARE NOT TOSM.E.FOR E(ACTDIAENSION%SEE 3`
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTTAA;nDNS
I USED SHOWN ON SHEETS 21-28 FIGURES SHOW SUGGESTED.APPRODOMATE HOLE LOCATIONS. 'Y7
IN PAIRNo.06705
PAIRS. No.
CONCRETE WALL CONFORM TOAU3Oi SPE RGAT10NS.H=OWAND J}
GROIIT.FILLED CONCRETE BLOCK UNR(CMUJ 6HALL WNFORMTOABTM COO.WOOD SFBLLL .100' '�•' 4TH
FIGURE4. F10UAE S: FlGURE& BE PRESSURE•TREATEDYEUOW SOUTItERN PLNEWRNRN SGOF DSAAU7MWUM SNAILBE .
8087-T6ANDBEANNIMUM OF.10CTHICK.STEEL STWSM13EA MKWMGRADE33AN0 ` 'AC.'•. � ��
A45'THICKL78 G48 RAL STEEL TO BE ATLE(3T.12E710CKAND A38ALL ..l •..,F2OMO?::
7WC1KDR8 RNTO MECALSW81.E7(1'F3iDAT TW
3SCREW7HREAMBEYONOTHEMATER1141- 12SX32SK.10P .
#10&012ANCHORS INTO WOOD MAY BEMKUUON l�T'S`SjONfi4-�rl`'�`
8TE13,188 SS.ORetO SS.
A.LIFNN MIUPA,P.0
FL PX 0 SIAM
TABLE 10A
YA�aROaParlyTseL g{g.
CP11am0.Wmh(6npIIrsye(.Irt4a11ABre)arOR41§10.Nalmlt(blMiml'1117Y3Pa1mii01nl�ln) tlq
0.F ah ab qh 866 wil on. mh 111th µ
p p
52800.E R"-" lit-ft .VA. TLft WWeW TppRdaB. bR.l�w T�INoa RsY°4dar T1i6adna PWrpOv TaVlatc& RWw�W Tu mI RW 0- l9iT/oP ft-olm uwaow ty i'm
Y3
1.92{ ta(� W4Cq IaeT^9 L-Ns L-b* Lwi6 I-Im I.-ft 7p6t tB4�0 t-ft tM6p I"* twat i+.AO T-ft Lratiq 0.T
eAmaa � g� I&� ��� �� ? :,� 3E� ?e �3 ?� z s�
If9 1-ill 1 s g Z p3 9 -, i a�111 �a t
r0. a s0. s0. as c�aa fa , E a to a isa f x �€� as
41. Rn 111111 mD as Ina 744 RBD IA and m Ima 6U Ro.o IR ROD 619 Imo 111, tab m trod IMG 1105 41 Ina UP Ina 41 Im11 1736 1110 111 ta.0 I IM Inal M
at. trod TBS Total m IAD m O n. TMIM3
w IT" 4S Ina HOT and at 1904 171111 IMJ 1119 and L1tT ROJ fN 1700 iTp ma m RS7 RJ9 6119 1111 180.8 im 6111 Rt J W
S06ah Ina TR mA S4 RBD as 1ms 41 1016 Rna'6M ROJ HR ml m Ina RIS Ina 111 "Im RM IT" m 1100 ITSI mo is lus TRT ia0 no IasiIBR I Ta � a'L 0
MN Ass Two MOD 84 1.0as fm 41 RM ROJ m vu tm Ina (a ROB tai 17Od 1119 -0 t44 Rao so is" Ion Imo ii 1341 119 111E of Ii13 5761 mD at m Q
4h )m0 Ba 1110 AI 1110 N4 vu TR 1310 11" Ra Rn HOT 1A,O 111 I41.1 1511 1/oJ fa RSD 1611 im Poe l"A 0.0 Rao low 1010 1511 1106 1B4 Sot 1511 ml 104 III
m N
46 1110. TOb 111E Ta !110 6118 ims as LT3 Into Mo IOU I= tmA Sal USA im I= LN 1253 m w" L'03 IN4 Rm 1319 I- 89A Rm IMS TNO Tal 1310 IM2 IOM }VAT J
Aga aip Lm0 m mA Tq 110.0 fla Rao 94 RIa Ras I04 Rat 1N11 %$ 113 Rtl To. 113.1 1X0. 109.1 IR11 13311 of Ke Rm 11.4 m Ad We 1ma - SA1 IM 119D 196 2
y Rtn IR5 m1S mA M IAS 00 1571 $9 IRS Int Rl TNA IDIS 119.1 fa 0.31 INS if? s0. 1138 td! 1011 TOR 4J wa W m OS fps Ill 1111 4A INTO 19.1 TIM ? ..J�
r
A mN 1421 191 100.1 m 1119 MS 1160. $03 M1 1111 AI 852 %1 14d TR 113 M1 all M 714 MS a8J To, 616 MI RA, 1" 611 MI 1a11 m Nb Ml 0.3 III
Ale fD.f 7N fyd >m two m to. 719 0.N 141 TSS 0.15 M 919 To 193 SM w m} as l!1 0..3 m al 2% 111 TR 19.1 aN Rd At 413 d pat W Q '�
r r
4N 549 ITT q.i 6! ita 41 117 60. 4A 6A 653 635 41 811 611 586 4i./ 191 0.9 8611 110 RI 41A al 110. RI 411 fA )01 41 311 41 111 Ri 193 136 Q O
qN no 190 AA 619 810 610 HA $ts SOA a11 S]A M HT SN 415 m 313 850 A" AN 39A 690 aA 485 156 67o MIT. "I as 3U1-1111 -
ICSH 41) 466 0.A ql 413 at q0. 413 35.6 Aa 311 qt 31.1 40. aTO 0.03 3IA <a 192 3" MJ Ide 19.1 351 10.11 i4 116 3D tiA -14d-21.1 RS KS IW
III- 4G 441 461 40 311 Ht at 313 lLf MI Sol y1 1a.i NI 3111 TW 35A N1 V2 311 a7 N) N9 m 19.1 MI 118 m t6A 113 s0. to MI 171 361 w ri
mN
A.7 >m
JV )a JO.f 381 SDI 3» 3fD 199 333 3A Sae ]3i 127 SA Nat m 313 316 liY m 116 >75 ti! 3A 1ST ]H tY X N
3b
WN i1d 219 113 ]A3 Rd ?4 /1J 47 111 369 til 46 � N q
TABLE 1 I3. r U)
AncrAYClPaaHFTaWs(ITI) ANCHORCAPACTTY ADJUSTMENTFORMULA: - fY 0
elaWm z0.amemo Shama w *AU IfitO4P1I P1- MINA Poo )X
anr1T6B welt; &W-Vesta.Aw 6111 In2atal Raba `MIWON -ANCHORCAP_
MWBrCdIPF11R9mA Ars11m A'W'r3CatAasaa vr7taUlpmtt � anaDmwaem ursatram A INTO- A+g Calm aeln[m}8- 8-M USE THIS FORMLBATOOBTADNTH£Y4NCHOR
O,lotIO"m v 2Arl I r I mr stir r z-1rr r lam r aRR a I a" I ear atw CAPACIYREWIRED•CORRESPONDINGTOAN
F atataap141• 1',,e wr Isr z +u4• tart f•uv 1-w tut 1-tit z Ise• 1st linea ACTUAL PRESSURE REQUIREMENT FOR THE
2Mt!- V a¢alaiammTaama 1T sob too. ann son toab yon b assn rqn 94n aNn Man Mim nen OPENING,WHEN ITIS LOWER THANTHEMULL1ON
lAKaaf41.15.4hac lBlatlaR(ma5e1 r1Pai6 qOb T4b 1YA WA NU tM tqb WA I tW N84 !YA WA 6411 a6n I=" CAPACITY(FROM THE TABLE)OF THE SELECTED
4M/mpYYb.t1a7W An1b ! T4n Ton Han wob tfon Nan 64b Nal 1113TH 701141 88611 sm. MULL)OLD'WILLYi@DAMINLMUMANCHQR
agrclm laO.N•NBI,O.GlU+PR.RO.tOPA4A. Q NU WU Np4 NU NU WA wA WA N9I RU MA wA NU wA mon CAPACITYWHICHMAYBEUSEOTOGUALIFY
tMlall FS3P 0.R %an ton yon I H5b ayb tan iqn Rib aalw fan eon 4mn tmn 12111 min ADDITIONAL ANCHOR OPIUM FROM THE
2Arciaa /1r M2RCTF 4 -ft 09fs "A N94 Fidt NU ton NU N6t NU RA 96tH H1H $On
ANCHOR CAPACITYTAmF
OuilGpg WOe
FIGURE 7: FlGURf2 1YA" Amylaam�lfo'C2LQa�)
TABLE NOTES:
• * • ~-! 1)SEE SHEET L FOR NSTRUCTWNS ON USING THE TABLES AND SHEET 25 FOR INFORMATION LS3
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ►�
t1111111tI
2)LINEAR INTERPOLATION BETWEEN MULL LENGT14SA MR OPENNGYADTHS ISALLOWABLE.
FIGURE 3:
ANGLE 3)MIAUCN ANDMULUON CLIPS SHOWN ARE NOT TO SCALE.FOR EXACTDBAENSMS,SEE a4SD. :,2'.��i'VGENs '•:`9�:
CLIP MUST SHEETS 21-23•HOLES TO LSE ORULED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _
BE USED SHOWN ON SHEETS 2123.FIGURES SHOW SUGGESTED,APPROXIMATE HOLELOCATI(M. D16.5570E
N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3011 SPECIFICATIONS.WILLOW AND
••/�{ 1
FIGURE 4: FIGURE le FIGURE& GROUT-FILLED CONCRETE BLOW UNIT(Cl SHALL CONFORM TO ASTM 090.WOOD SHALL 'O'."• 'U)�
BE PRESSETRE-TREATED YELLOW SOUTHERN PRE WHNANSGOFILMALUMNUISTWIBE .�4• �'P y F •:�V�
M 0083•TSANDBEAMWIMUM OFJOWTHICK.STEEL STUDSTO BE AMNIMUM GRADE33AND _L '�'n''•.R'(OR1OP.:
* ANCHORS
INTO3AITALS ALL EXTEND
T ELTOLEAS BEAT SCREAFTHRM T ICX BEYONDA 13.ALLEMAT it(QS •.....
ANCHORS INTO INTO
13 MAY E STEELT3SCREWTtgFAD30EYONDTHEMA76tIAL 135)ULLION1i2a•
P106O12 ANCHORS INTO WOOD MAY BE STEEL,1&B SS.OR410S.S. MULLION ALV' EA68A,PF.
FL PEA 5870E
TABLE 11A � -
tllabnCmWy7aab�.ml rg
OPINf10 WdO1 Oarwala1Y50.IrtpmWam)orOLKnIIy HNatdOamicanowsD5a8OIaR-) tlr_C
.•04 Sacs TOb mb mh 1004 Amb NOB 'lob p
1Sa.3D1 WlW3. 11-4q. RWvWo Tvplb4 P.-g" TIRRd- a..r.a.m TnflfO N --v-, T.Rn+tmF 14CAJa TIDIrHO. f4CWii Trow- R-w- Tv/f®L n� ��d
I.C11 La1ln. lulb9 1llano -2 I bs Wan, b ft L.fV -ft NlCe1 IAIfe. 1+lGN N10v1 5lla^Y lrZq WiV
a
AmR.Thm§ £ c § § §_ £ § £
MIIR➢n § Ld '21
Fa F 9 F Fa 0. 4 Fa e5 a Fa 3fi Fa Fa 9 Fa F2 a 3 a 3 Fa Fa F O
1111 1120 SID imD W +laa NI 1»D IU ttaD d I
t1U 99 Im.O su DGD 1116 1R0 Sal 1nD W1 RU 91 - up Ina NI naa ttp tmD 551 fmA 1915 1m.0 W J w
pb +no la 1roD SN 110➢ 160 Ino 5N Ills 9U nU tta ms tl1 nU ,lis Imo In ttU Nl1 VU 610 ,IOD nm +R. 110 nU 1!] 1>tro bm Inc "m in. Si J
samil Ina w? tm. 551 Imo 155 ttDA pt Ina ttl. imic +m 11U TD Ina INS Ina I.I'm tW so IN Arm IT" mil 15. Inc an Ina Tl Ina 20.1 Iroa to
Nb IRO al 1RD sn LRD 99 1mA Nt ImA NIS 1nD tm 110➢ m7 n0A 1W tma mi tat 1151 n0A tm 1n➢ 1117 Imo tlI 1n0 0.71 Imo KI Itl2 Np 1nD Kt m p
tlb RI.1 KS 11DD nt 11U Ntl MA 7n MA Hao Ins Nli Ral 9N 1/U 1591 17a IN 110,01-fin 110➢ m11 /nD 0.]s Ina IaN NU fill Ina Utl n9a 116] ttU ua 0
ai ttU mD n-A T45 ImD Ila tms .9 MA +1Q Inc ILK Arts tall Ina tin ITU loK ttU1659 IIU in ISL mm Ina it" U/5 M. ins In Inc SKO Ina N11 2 W
tll0 1m0 W 1nl 669 Incl ftp tmo - ITU 1]51 I= ISN Tics tat nal no into INS filo u0. Ina UID w0. 0.K Ina ttT t]z. INS ImD 9K IO1S nK 11U 1701 2 14 d -
Z v -
mb Inc ION Ina W 1ro0 nil 1m. 1K9 1nA HK 110-0 11m Ins t}0. IN.1 +n1 In➢ v0. W.7 11]6 n9A U18 faa ttN 1529 1]N S.l 110. TAI U9 w 1m1 1m3 179 ? {$
g nb Ina Tin imD W 1.D TNS Ina NK IMI nfi NIA Ills till 1115 1]LI 196 1511 Uss 111E Ills NI] 1761 K7 NSG =3 IM NL ills If2] 90. 7]2 lYi U13 1116 J Z
n1. Ina 1151 tn➢ 9n 1nD ,sit Ina III. 1563 Nn KU +.YES TAA 1T M >m Uta 1177 ta.1 nK last un 1216 1151 as Nn 112! till nd tm 1ms 1+9 fiU Na lm] 11N Q
min 1120 1110 1115 Ili 1fU 1110 fix! to lad inn 0.1. 151 ad Ilia 9U W TU 1116 ad In 710 11a m.T fa 5521110 7U Sal ml 1+11 ESU ns IIA 1110 93 KO Zas
m Q p
K10 ItT.O .16 IID] W 113 975 J.A
n5 171 6U R5 1" .0 515 W 15A In Ill !a pA ill II. n5 p] m7/1 ND Ni ESU Rf tl] Ai /U 611 SLI n1 SU QW Ili T+ 190 fiN ILA R+ N ]u nt 7U W0.A nt 151 Sal 721 Rt 0.A 69 ii1 7]o n] . 150 ICI M 5U NO 03 111 Il. NI 121 m0 tU 621 0..1 73D 11.1 ESN ]1d 115 ]50. 6m nA tm )Is 09 2L 7m a3 511 6W M
fill RI151 AL ESN H] 69 N3 W 0.I W ]]] NI 35] pi AO MI R] 91 9U lYl a] fU ]t.t 111 SU tag Ili DI ad 501 T X NN] 157SWI O] 0.A as 21.7 I0. 0.A 0.5 N] 121 ad ]II tt.] la UY ]R Q tV Q O Q
Z N N
TABLE 118 ANCHOR CAPACITY ADJUSTMENT FORMULA:
M.horC.p.a1N ANCHOR CAP-e..,
sot znmcma a61cmL 1fw Ulu nlaaw PTWNI flea (D�)X( )=ANCHORCAP.-
atef3m ta•2n f9[ BIe FYD Vr S9 Bm fma09 m26teo mY39m MULLION CAP., •,..
Anchor COPPNYm. 'ba' Yle TtoV.6m yr FkoVOaam ate Bmlalam Vr f33flHcm
ugxax ApyeOam 11VNm Amrei5lr 6taal6a)lwe.169 effeW lc9 USE CITY RE UI I170OBTAP5THE-ANCHOR
9vm t• 0.111 1• afro avr r :-vz r 2-10.:• r sva r me abr Dde1' CAPACIT•/RC-0U1RED'CORR6PONDINGTO AN
FmO5mlm1 fare• Id'r 1sW Isar r 6W w1• 4vv t-vr Ina• I-vr z Asa• tare' I.t. ACTUAL PRESSURE REQUIREMENT FOR THE
a AnlMltlue was 0.alstumvv OPPI F, am 9mm Imm mon iNln zrom zmn aNm 11ab vIm 9Nb tx6b alta atlas fimb OPENING.WHEN IT IS LOWER THAN THE MULLION
IARM!QRT,255 aalaamm6 51* Yl a mub xw Iw WA x0. flan tw WA xu WA xK mYm Bpb 1lmm CAPACITY(FROM THE TABLE)OF THE SELECT®
ArtMI®run ot,l Waalupelya}pin al Tab 7mb f9Jb flab 1®n 5mb 6mb xw 76Dn itlb emn N91b te2b Ipm ItIDn MULLION.IT WILL YIELD AMNIMUM ANCHOR
Ia¢tm®D.N•Nnac.lu4y,N0.tOPA1an R xu xu xul tw nw x0.1 WA x+A wA x15 WA xD1 wA WA 1257 IN ®
CAPACITY WHICH MAY BE USED TO
LII
tAKMIFLTp WP a= tam anm mn nom aab 2mb ADDITIONAL ANCHOR OPTIONS FROM THE
1AONm I.Ir pa OA/F 2HDm 0mn NU WA NU !VA Amb TVA WA NM WA WA Ntm Itln mom ANCHOR CAPADITY TABLE PRODUCTRBVISED
a avnppup Nuh lig Fladb
7Z5➢• Ac
w•Czla.C�
FIGURE I: FIGUREZ TABLE NOTES: Oma
• • • • • • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR NFORANTION BY
ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS AU FmArt
/1111111/
2)LNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
FIGURES
3)MULLION AND MULLION CIPS SHOWN ARE NOTTO SCALE FOR ENACT DIMENSIONS SEE SSS' 1'•1.6ERSf •..q
ANGLE CLI SHEETS 21-23.HOLES TO BE DRUM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS '•�'%
• • • • E USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS No.50705 _
ST
IN PAIRS, 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURES FIGURES; GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM DSO.WOOD SHALL
BE PRESSURE-TREATED YELLOW SOUTHERN PONE WITH AN SG OF 0.56 ALUMINUM SHALL BE �4. ��C)'.• S7n
• 11085.76 AND BE A MINIM OF.100•THICK STEEL STUDS TO BEAMINIMUM GRADE 33 AND _� �:'�p•-;PLOR101..=
.045•THICK(10 GAUGE}STRUCTURAL STEEL TO BE AT LEAST.I2STHICK AND A38.ALL
• ANCHORS INTO METAL SHALL.EXTEND AT LEAST SCREW THREAIDSBEYOND THE MATERIAL
4108$12 ANCHORS INTO WOOD MAY BE STEEL 168 S.S.OR 410 fiS i2 Xa94`X d2P 0.CYNNMILL R,P.E.
MULLION FL P.EA 5STO5
TABLE 1214
Mvyn c 7010• oh
�OIMMnoWMMF07imill f->pPMiyadloro)crOp1n410 Ney111(brMtlA0RehAipPMty m9aM)NM PON TPM NM NM iNM MmM ion ImbYbr
N38Nn9Da l7grN••. R+c.*a ltL-ko q3[i lbs 11LY7" 7b"wo Tr I'll B09ISn8; Tf-ft fM•pYr 11ItIl BN t Ti3018iPNPoSf•9LSr 7U-*w RNiS00AY lfry0tno � `Y g
4114120 S5IBSOIy 1<WppV glgm•ogl 0lmPinlB i(•7�p@ igNiP^fl$ SguiUW I�JrY Iw6V 1^0110 So>aW$ iPtly imMi M�11 So`l•9 ia01q ImNy$ im'Li
11
fill 11 1 �1 1 a I a a 9 1 a 11 1 h
MIl01on� 3@ B i 9d i 9C 2 9@ 2 Yt1 26 aPl t 37 i Y 2@ +T 3lg 2d §U. i 9tl 8IN 3fi 8 9@ +T @ .TF 32B 3 N �Ym W
NM 570.0 M 170.0 M t70A TN MO 470 MO Bo SMA NS 170s 091 Imo 318 Mo His tMI In imo Sao in.* 621 SRO "All Nl POA 039 Sita ffi1 ROD i9O 1700 an a �
410 IMO im Into SN M m 1m0 Mt IRP eW I"A 610 110.0 1110 Imo N1 IT" 103 170 M I= IN7 Into 630 170.0 DN Imo MO 170.0 NM 114.0 NO 170.0 7167 1704 BM J
MRsn SAA 717 1700 331 IRO P9P IMD 82 SAD Spot Imo 8N 5140 IfM 1760 Tt3 4140 t1O iR0 lir 1700 NN iR0 733 iT6o m tlu 733 170.0 3093 1RP 736 iToa 2181 nu iN N
Mn 1740 M MO PIS I7DA M IRO 801 IRP till IDP TSS 1140 108 IRO NO IMA Nit 5760 or 1100 Iw/ lm0 6N IAO 1913 Ila. MI 1m0 SAI IAA 631 IMA mw IRO 331 G
MM Mo as Dut 701 Imo IOM IMP iW Imo not IT" iN IAD tits MO 144 IMO IMS TAP - SAo 4771 it80 IW3 DOD 2t8 M. 100 /700 AM Imo /M1 RAM 25N iM0 MU M �
Min IMP 4m 1roA 743 SAD ma 110.0 ail Into NM IT" MD 170.0 NM into 1Ma Roo 1314 Imo NA Imo 1910 Imo 119 Rha 7501 IRO tim 1347 23N ma fill IIAi 2101 "MI 1171 N J
a
MM IAA 671 tntA 710 1740 u1, Ra0 p1, f70s M.Imo 501.0 SAD i5N 4760 4018 Liao 1710 Imo itM Inc LMB fR0 t2t0 176.0 m$ 178.0 1173 1614 207 IRP tFd 1320 MR ARD 120 � g •�
s TIM 170.0 1063 110.0 Ont IAa 1270 IAD IOM Rao SIM 170.0 1W IRs 1700 Imo 1233 Doo ND MO 1313 tM M73 IMO 5337 034 054 1760 1410 IMA VM Imo 1529 ll MM ROA lam N
Mn Rao Nit 1760 107 Imo tug til tom Ino 1314 Ina Tmo Inc 1701 fim0 1322 0&1 t0N tips Nit 14.8. low irti0 imp DSP 1810 N5J IMS TMi 7000 ill i373 RA IBw 4327 Mai 7 pUUtU,p Z
1018 170.0 DD DOA m7 1700 1081 Imo Mug IMO 1811 Imo 12% IAA ND MD Imo 1O.7 IMI 1700 Lai IVA 1081 IM IND 1113 1081 N74 1410 902 fail i= 1459 368 1011 DTA 141
NA tA.0 i3ID ROD 11N 103 tM1 IMO Mo IVA 1333 tw 283 IIIA 4308 fb.5 itA 811 u1, Iidt 7132 NA iMb IMA iia Tai 5380 Md ti12 4" 1010 su DM 619 130 731 1093 J
`o
MM fllA 1714 1318 1N1 1914 lib 1271 ISA 1063 RA 1115 1M1 R I27p IMA ION MJ 1tm MJ 1010 R7 t2A VA 1010 PIA INI m2 N3 07.7 1214 MI m 411 tib eft
iMH 1101 871 tOSA 617 N3 871 RP 002 7W pii DS 84 ill 0R 80.4 MT 674 971 MJ MS SIJ IM 336 Iia 43.1 971 4&0 710 aD 571 44.0 7M Sri 871 4oJ 771 N N
1111, 95A 019 07S 102 7014 BB 314 019 101 Mo 10.3 300 010 028 710 MD Bip M] TM a.1 103 SLB 710 307 •U NJ TSB 31.1 111 102 14 bJ MB 37.4 10S W
X
tmM m0 Re MA
lie MJ 710 ea3 710 600 710 IS.O 693 a2 i1, in e1, at4 710 NA MT 7LT 708 40.3 YA 314 710 Ma 61 T!A 738 31s Nl 233 TM 2314 Mi a7 N
1Nn til 04 NI w1 mA 618 3714 Im 315 04 3514 AN Its 810 202 4N 21.3 w 233 ap 214 54 m.0 474 192 650 tpJ Lot N4 w a2 i1, 517 6N t6J Ne U X 7t
Q N O O
TABLE 12B
AftchorCANtIbrIlil ANCHOR CAPACITYADJUS77AENTFORMULA., CL Z'Q
2AKisP>e &&kips FI9Y1rdP Fb.UC1R FTWIO6 YPe (DR-)X{ANCHOR CAP-.em\cANQiDR GP-e �.i�
[n0'G10 wl Ylr Fko 11-30I6 All Mill •I20ta5 MLALWN CAP'"'o•(
Anchort:9PF41brtu 7xm YIY6WWRM yr ENDumcM ulb- ane Hmwwm ut elDuemlcP ow m. u3wM Aw .w.lictol I;-M suw Lp1 USE THIS FORMLAATO OBTANTHE•ANCtOR
F4pai35f•rP t• 2-w ` Sart S» r ll r zw r Itis r 647 Prr Will C PACIttREOtnRED'WRRESPMMINGTOAN
Falme•O taw far tsar tart r 1-vr 1-Yr 421• wt Lau• mw r tat• 197Y a•n ACTUAL PRESSURE REQUIREMENT FOR THE
zwrcron aTY4nO.C.JID4tASIatMR try teal son 3WSY aron n mn 3Nn 3Mn -ft UA Min Na
n n n n OPENNG,WHEN R iS LOWER THAN THEMULLION
i Ffrlps 2ID•tMt O.GJOtnm6 PIBIB 010, Ton 7otb tMn NMn Min WA Min WA QAn NA awn NA um- 8106 ifmn CAPACDY(FROMTHETAW.E)GFTHESSEC{ED
e Mt•a
IMP. m 0704 Man tlm TMn 1M6n WA M 7106 WA ml NA WA WA 11Y2n wl* loon MULLION-R WILL YIEDAMNPAUM ANCHOR
410106 ru1.oA.7 2<SAgSe0k1N07DR Tmn NOn ASNn mill 5n NA Two rOn Man AAM 0Mm M. ttmn CAPACDYWHICH MAY BEUSEDTO QUALIFY
6Alrlbe YNn.O.P.! 213A1p•t303! 37 11106 Ill I-1, 9otn 23Nn Mon Not ltotn M. =ft =ft fIP3+ro =ft 1 fl ADDR70NAL ANCHOR OPTIONS FROM THE
BMImN131•MIn.OD./UOp r/D.RY Allan.P$1) SNA tw WA WA NG Nu WA NIA WA NIA WA WA NW SOA ANOHORQAPACITYTAME.
OMt�Q048'Mn OA.tU43ttt20.R4Atan 83 NSA MEA NA HA NA Nit WA JIM NA NA WA b", 1Wl WA o PRODUGTBSWSED
2AMm 24C Mrt 0.0/PX'>bOID 3146
mftj Mo. l0n Tun NA =ft Nat 346 INA Aon WA Mtn ia4 wOn mimnplYL0P2P4SmF7ui0
9Mlaagt.11•YRRGlFi2n 1 Mn 6mn 3146 M. NN NA 3106 MA 310116 NIA WA HA Mtn I eMn Bon IBwTOme OsM�G•U21A,03
NOTE:FOR THE OFFSET CLP,USETHE SASI£ANCHOR PATTERN AND ANCHOR VALUESAs ME STANDARD WP. ARePilvm�
CIRCLED VALUES ARE USED N THE EXAMPLE ON SHEET24. B19iw Dub QbRt
FIGURE I: FIGURE 2: FIGURE& FtOUREd:
• • • • : • • TABLE NOTES: 2.900' Obdelttboa
ttL111111J11
• GEERALINSHEET iFOR LATION RUCTDNSON USNGTHE TABLES AND SHEET 26 FOR NFQRIMTK7HON LOAtIMG.SEC 5}iEEi524 FOR
GENERAL INSTALLATION MERIHWS.
FIGURE"& FIGURED 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANMR OPBBNGWINMS ISALLOWAl
• • • st�:.
NP.
3)MULLION AND MULLION CLIPS SHOWN AREN07T0 SOME.FOR EXACT DIMENSIONS,SEBSHEETS21.2& f6LLID N 4.W9' 'Gros
HOLES 70 BE D
• • • • THE FIELD FOLLOWING DiMENSCINAL RESTRICTIONS SHOWN ON SHEETS 214&FIGURESSHOWSLWES ,APPROXIMATE HOLE - ....ly /
• • LOCATIONS .-tl'.u• g p R!
F70URET: FIGURES: FIGURE& RGL7RE 10: - s 7EOF :•yWti
®' ANOIE CLW 4)SUBSHALL CO CONCRETESHALLCWWORD SHALL EPREssURE-TROHSpKKEDOW SOUTHERN
WNCREOOFOC(L LAiii �.�j,.'•.
• • (FIGURES SBS) (CMU)SHALL CONFORM TO ASTM C80.WOOD SHALLBEPRE&SURETREATFDVELLDW SOUTHERN flNEWNHAN SO OF 0.65. ^^^ACS•. ORiof:-•�(j
• •
-RES
ALUMDtUM SHALL BE 0063-TSAND BE AMWWLM OF.124'THICK STEELSTUDS TO BEAMWASUM GRADE33MO MV TNOG{{18 2'X4'X2roAALM
IN PAIRS. GAUGED.STRUCTURAL STEEL TO BE AT LFASTJW THICK AND A3B ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW A.LYPI�1rt�4I tt P.E.
• • THREADS BEYOND THE MATERIAL#10SPi2 ANCHORS INTO WOOD MAY BE STEEL,IB-8 S.S.0R 410 B.S. •
FL Pl58705
TABLE 13A -
t✓Rm09nd 74tfU• �
OP•MnG VNLBI law NNm7YBPaNlaBtla®are)ofODmitlp NNBMporhmlmue0/epmNtgmfOao) C^C
Wn Wh Ah Mb 010 1016 f3q ROtr 1Wh
71931301.7 he747f.p ibcntBl7u Te{5N0o RRimOMT T�N10'. ! Ree.V- 7np770sg. R.4VA. .fano 1.6.p1. TmpN.o ft-waftvvneMa ft.g5, wMwo ftwo0. 1,11ir®6 qgS'
Atam,Yittioltm 10 1M LT•43 =L-ft �py^I-" Lv t Igare E� I.S.&V L.-ft I-ma 7m0�o I.-ftIcmhm L-ft Immo aLaft Lola fordo �Inaia Ax•
jig
I fill h I 1 11 1 11 h
.upon Sfl Y Y @d 2 5 n" 98 t d8 � +T 8fl ZE d 5 .T 8 136 E8 8 g 4kl 28 9 8 @ N. U)
426 DD.O 9M ITm 455 IAA 744 ITm D8 Imo 901 Dm sW 170.9 BN 1m0 510 ImA ilia nm 3f t7m t2o Imo et 1Tm u13 1760 an lima 1735 Imo 3I Mo ITS Dm mi O
Rah 171.0 to vm sat 170.0r4D 1710 s0. 1710 M 9700 130 "Go 1199 1700 017 1770 ars 171.0 ED, ton 1710 = Imo DW 1770 a" Imo tat 1770 010 I70A 93 Mat W w
S0.W5tr 1770 147 1710 ISL IAA W Imo 131 Tim 1010 IRO 970 170b Iles 1110 721 170.0 v5 Ina u7 fA.0 1494 fmo lW IRO 1713 fmo 701 170A 719 IAA 7$ IAA Intl 'm Tse = p•' N
646 170.0 79 4710 012 1710 810 IRR WS Dao HIS 1700 754 IAA 1775 17010 913 Om 1471 Iml W 117010 1784 1700 010 MO 103 ITU Mi flan mI im0 WI 170.0 x5IT 170.0 WI w Q
Wb 170.0 970 /719 701 17m 101E 170.0 797 ITm Q4o Dao are 170.0 u17 Imo to DO-0 M2 1740 eW DUE 191 FAA 1077 1700 2177 Tmo tGal 1M-0 1470 LAD tom tim 2011 7@70 ton rrW
US
63b USE WO IAA 745 1710 tti0 Inc all 4710 M02 17" u9 Dm 14M IRS, IONS 7740 M3 flim I= ITU 717@ 1140 1$ $M mi IRA Ila Dm 2702 DOD 1771 17130 7075 von DII
{. 0142 /770 0.A D0.0 Tag D0.0 1101 1170 am 1700 1711 Dao 1011 Imo im 1710 IOW Dao 175E fmo 1155 Imo tae IRa 1210 TRO 2235 17130 195 IM z79 IRO 12 0 7nA SID IT" IMO Z
Rb 1700 Sods 80.4 of0 Dao arS IR0 Loco fmo /401 I= tIM Imo TIES IRS I= D00 MIs DOD MIS 1700 925 truo CER 1710 2s'D t7m i4W 1710 295 FAD ism Mo 3501 flim ism
p Ah 1700 1112 170.0 017 IAA 1119 1770 7010 IRO ITS Dm MW 170.0 1704 1710 1922 IRO 2019 Dm 149 D9A 227 IRO 15M IRA MR I= ION UIU1 51M IA9 IA{ Imo lima 17m IRG 7 w Z
2 Rh fmo list IRa 107 1740 1351 1110 ON INA ISO tTAO QSQ fmo 109 1710 i9W IMO 2072 7700 1442 17130 93 1170 1014 Flim 2713 /770 RW IR.O 323 1770 1771 ilAO 570E vac 1701
Win IMO 12M I1m 0 FAA 1584 1760 130 fTm 1959 tim 1499 fA.O 1775 1710 lem 1710 mi 170.0 1713 IRA 2010 I7m Late trap Elm 1.010 zi9 IZ4 7415 1710,270 DBo 1113 170.0 23M
98§1 fmo 1{f7 flim 1170 1770 S7W 7770 1154 flim 1013 D0.9 tta2 7770 235 5710 4764 1170 253 1700 193 tR0 2853 1770 7001 NWA EtW 1702 2Dm /3A 31901tWn NR IRO 0199 LM-I 2420
1016 iffl5uslo.0 IA-0 1133 1710 1017 1700 ml 170.0 1D0 171.0 M50 TRO 7070 194.0 970 1170 291 1491 IRI tet.tl 2357 422.9 901 110.0 iMl 10U.B ?tb 1259 704 027 9e1 1170 IIW1116 4Tmo TAW flim 1701 770.0 2793 1710 tea 1770 SWI LR4 21/9 Mt.O Mm 1073945 17810 2012 144.4 229 inn 20.113 1714 ziW 9b 7� 115.1 2OD iMh e IRO 21M 1710 feW ML4 2202 15.08 109) 1831 702 i4L1 1901 1711 702 ttl3 1913 100.1 370 Ital NOR 0131 235 D0.r RA 93 237 [aa tauX14th 404.3 1011 1061 1427 eat 1570 SLA i4W 1132 tea 8131 1301 091 15142 721 1270 62b 1304 017 1150 S2f Ma 350 1570 42.7 IMM 492 Mm Sai is& 445 fm �
d
TABLE I3B A119h0! 7.078
ANCHOR CAPACITY ADJUSTMENT FORMULA:
Bonen 2n tk 70139 11313x, xmwaly 1'Reo7w PT W0. (DP,•)7(�ANCTiOR GP.,,.-)-ANCHOR CAP.
AnzaaCOFPaU97ni Anav www twtr B4.n w!Tlc Uit�kaa�i 91rE.lbmeW WEU:Uf m vrEB�a STIP EY•W0.e EM rlD0leel HRenn ry Me6 .421042 CAP•m,e
Awa W.- A0oGolor Sa0.02E7 Om4 f0.) SmTG* USETHIS FORMULA TO OBTAINTHE'ANCHOR
rx99a7lesa817 r 2-wr afrr avr r 2.12• r z-t¢ r sva r 0" Qu. CAPACITY REQU(REX CORRESPONONG TO AN
Emae0aenl Tyr - tau• 144' r t-vr 1,114- WN• I v1w 1401 I-W r fate jw 10'70 ACTUAL PRESSURE REQUIREMENT FOR THE
2Aa4aas®TCMhaGt@v4•aa100e1QiP0T0 ti9 1390. 4s9M WOM . M. M. W. TMb Mr. M. 9MM 341 an 44= SWM OPENING,WHEN IT IS LOWER THAN THE MULLION
4AaclmIS 4-W Axx 0.G l at C.-III1r VIS3l 7MM 1WM NOM IImM M. -an SS9M Too. NW. 74. 12uM 143. 011ft eel. lm. CAPACITY(FROM THE TABLE)OF THE SELECTED
aAncaas®f.7f'N 0.G/01m9.4{oT0lW py.4T 1110fn 7190. 70170» 2595. tVA WA 109 1070 1355. WA 713.0 WA 4101. lMft 910. MULLION,[TWILL YIELD A MINIMUM ANCHOR
4Aaeeae42?Inn G.aJGf30Aio.fSpa Lala SF 780M TWIN wit 15mfn tM. SM. SWM 105 701. N fn eW. M. Om. M" 1127. CAPACfTYWHaCH MAYBE USEDTO QUALIFY
S
A 07Mn O.Mfw.sko`f15e916N.eY 1501. 1301. ISO. ]IMM 379. MWM I12DM WA ISM. NW. 11WM Mr. 1263. 1770. ?ZION ADDITIONAL ANCHOR OPTIONS FROMITHE
}2Anto'r 1r MX at{z w%Ap.cet 1870. 901. sItOM 3mM NR fW NEM. IWt 1503. WA WA WA 11315. 7aV. 7070. ANCHORCAPACITYTAOM FAB1}UCTAEViSHD
4.010970. 111•Mh OA.t U[DA 0n.1ZYAF9m NFA WA Nal WA WA tYA 1070 WA WA WA 105 WA WA 712 IRA. FRODUy�IIru SRSW17MF7niti
9Ana.aG0.01'Wa aG7UCiq,Ytl9.12r N,m.Di1.9I WA WA WA WA NW 1070 A 4291 WA WA WA WA NA 4291 1011. 7--20�"�I D1dldng000e
2 ®4�NP o-arva9040. . 3aM 4wM 1301. faM. 90. Mit 354. 7i9M Er M WaM Ga. 351. 442. :ao. 0.q �phN l(r-o418.C13
4A97ARe a1.Tr1AsaG/ it 501. IOD. mEM 1201013 WA WA Oro. WA 5v. WA WA /W dW. OSS. fIMM .�
NOTE:FORTHE OFFSET CLIP.USETHESAMEANCHOR PATTERN ANDANCHORVALUESASTHESTANOARO CLIP.
77031ENQT�:
UfRFIGURE I: FIGURE 2: FIGURES FIGURE 4. FIGURE 8: FIGEa FIGURE to FIGUREII: 0VMW
F1aia�
• • I)SEE SHEET[FOR ET S-4 UCTIONS FOR CENET USING NSTL ATIONMEANO SHEET 25 FOR INFORMATION ON 11111111171
LOADING.SEESHE£TS2�FOR GENERAL IKS7ALRATK7NMETHW$
• •• 2)LINEAR INTERPOLATION BETWEEN MULLLEJGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE �`C�'OCI(U.rN••F1.ft[7_ 'l
i •• • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR ENACT OIMEI$IONSSEESHEEM - J4,,.58705
1-fl• • 21-23.HOLES TO SEDFULLED IN THE FIELD FOLLOWING DIMENSIONAL RESTMCTIONSSHOWN ON TI•;. - =-
FIGURE 5'. FIGURES; FIGURET: SHEETS 21-23.FIWRES SHOW SUGGESTED,APPROMMATE ROLE LOCATION&
ANGLE ,•O 1;R• Ib :uJ1
• • • • • • CLIP 4)SUBSTRaTE$:CONCRETE SHALL CONFORM 70 ACI 301 SPECIFICATIONS HOLL.OWAND GROUt-FILLED nTEOF :711_
FIGURES OONCRETE13LOCK UNIT(CMU)SHALL CONFORM TO ASTM C,0.WOW SHALLBEPRESSURE-TREATED
• • • • • • 6• YELLOWSOUTHERN
M13TBE THICKSEELSTUD TO REAHAN SGOF055.ALUMINU33AND.M `TH=(I8GAUHALL BE GAND BE GEj STRUCTNIMUM LSTEEL i2S %' .S•.--/07113;`�[�`
• , . • • USEDN BEAT THRCK.EASr.1TUp5T0 BEAMNiALLANCGRADE S INTO METALSHLL DITNDAT LEAST 8CRE Ea TO 'r rii/t)t,)�4�..•
PAIRS THREADS
NILx AND A38.ALL ANL12AN ANCHORS
MELD WOOD EXTERDAT LEAST S.S. R rX0'%�• A.LVI'SFfOA P.E.
THRFAOS BEYONp'THE MATERIAL.Uf0aB12 ANOHOR$OJTO WOOD MAY BE 5TEEI.IBB SS 07141055 7NLLION
PI.P.E9S87!!5
TABLE I4A filgll
r29m 1fOb tmmIftwu>e9- P..amBaa. Tt4ptfmm. SesvO� A439[bind R4a+ba42 Rmt4Wv tbaPcix T fvII Ra$kW+4 'iPOR444. taPTe'Y9. nacimoa4J i`t-mvP �`etmd+e g � jUIma L." tram�gt9ta@a'4 }�'
ubo?Auu
ll, I h
1 1 1ll, h a
42N H4II 426 l87A {5 1213 BR@ 149.9 419 1839 a7s 1788 4M .1 526 idle 4" 841 m pit Ott 721 IN i]Lt Ott 80.t m 5311 4R ms 47@ IMA 4" 481 a34 flit 4i1
48b 964 SM t010 ]]3 as Q3 84T 329 880 4W �{ 3'v. 63{ 4W OU 3A b3T 4W 78.4 ate 48} 401 T.. St4 483 439 T46 31
f SE6 MN M. 9H 333 sw 788 }tf
44@885 eT3 ]6T ei.@ ]9t 69$ 982 S93 T94 648 >� Tib 261 6i@ 332 873 3PA 4c7 3a2 8l8 T9f 412 382 414 2N 34,3 34 834 9YY 244 3R US TW 267 }rt etb 213 Ir fd
447a 4lA at] 74.1 297 944 3N 802 361 488 ]t8 bT.7 268 4x4 358 435 243 3LT 316 90.4 = 319 ]i8 498 249 and 313 42f x09 x12 314 49t x16 x18 316 4&t 248 wW m �t�-y
@h 44.@ 258 b31 218 412 as 4a7 214 383 4AT 2f0 43M92M 372 x9J 2xa .! 30 M A x56 3Zl 7W T0.9 250 822 TM R.T 2TS � 10i 186 369 ST2 dSt � r0339 274 3xt i93 Y44 2M 3tT t82 34 31489 2Z7 234 23A IN 2t.4 RIa1.0 }i0 24b 2!3 248 57@ U 2J.9 tT} R0.0 213 mi t79 144 2t] ZLT tWtab a9 179 299 142 x9.a t79 ab t48 Ste 10.3 14T 134 479 I" H@
T8b 243 !Bt 2S4
149 263 141 2i4 1ST 17A ]@t !84 138 542 181 Y7.9 5]3 .spy Z
78h TZ9 i!a 2l.8 1}3 t88 181 t99 Yat i8/ iS2 17.5 128 4y gggr??? �
ld& ANCHOR CAPACOYAD3USiME1T FORM111A: ' Q
MchSrcC To* X'
sem Z c4Xrt1a 39ttTK. Wu JX.Uta1t1 F Stb48 Rba PP-)X( }aAHCHOR CAP.-
PP-)X
56'Em 12493 Eka 621a'Eka V
Xt$8taf 4T2814eiAnsh9rC5PFa88m4 A4ar St6'Ek9i40am WtbCBWrxm v16e4aua m yrEkaManml USE TtU4 FO1MdU1A TOOBTAW TttEANC7SORi( A8c24188StRe Fi'Ndbr /• dvY t• av4r sv9 • asr CAPACITY REQUIRED'CORRESPONOSHGTOANtr tart t;ar taro ACTUAL PRESSURE REQUIREMENT FOR THE
4 z9m sr 4X932 i m Tmm 9s m teo@m aaam eb9m WA rJ7im 48m ewm m OPETANG.WHEN ITIS LO1+IERTHAN THE M1ASItiH a
CAPACrTY{FROM THETA13M OF WE SELEGIEO
MUUJOH.TT WILL YIET.DAMM[MUMANCHOR ,K
CAPACITY WHICH MAY BE USED TO QUALIFY
AODRIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACTTYTAMP-
TABLENOTES:
1}SEE SHEET 1 FOR INSTRUT.'THONS ON USING THE TABLES AND SHEET25 FOR WFORMATION QN LOADING. Y2�,
SEES 2-0FOR ck74EW3L WSTAUAAON MEiH403. '"- "i £RCGUCTRBVI6t1T
Up 1MF29ri!
2}UNEARINTERPOLATION BETWESt MULLHENGTNSANNOR OPE3irNGWIDTHS tSALtAWAeLE. A4qba M(Gaazw.ow
FIGURE t: SSan15144%5 ?'�
S}MtRLtON HiQ MULUai CLIPS SHOWN ATZ>: To SCALE.FOR EXACTDMTNSHON%SEE SHEM2T•23.
• i{OtE.ST08EORHLLETIWTHE FiE1,P FOLH.{YW7NG DIMENSIONAL RESTF=ONS SHOWN ON SHEETS 21.23. 2.118• Bp
FlGURFS SNOW SUGGESTED.APPROXWATE HOLELOCATIIN45,
ANGLE CLIP MUST Be USED WPAIRS. •12g ttillitt
4)$=THATES:CONCRETE SHALL WNFORM TOAC SSt SPECiFiCATgMS.}HOI.lOWANP i',ADi,{T•F!(!ED `•,°T\�4,..• C(�'i
00NCRETE 8L0CK UNIT'{CMU}SNALLCONFORM 74ASTM C90.WOQ0 SHALLBEPREBSURETREATEP T
YE110WSOU'IHEAN P84EWTM AN SG QF 0.65 ALUMINUM SHAtLBE6683T6AN0 eEAMW9AUM OF.i26' t ti,� V,ENBE '.'h' �
TIBCK S'T£EH.67UPSTO BEAMWUHUM GRADE33AND.D4S TNICK{lBGAUGE}STRUCTURALSTEEt TP BEAT 124•X2.t1'X.126'MULUON
LEAST.I2STFSCiSANDA36.ALtANCtHDRS WTO METtS.SNALL EXTEHDAT LFAS735GREWTNRFADSBEYOND (INTEGRALF44MULUON) =t:: fib.68T45
TNEMATERML.BiC51l12 ANCHORS WTO WOOF MAY EE STEEL.558S.S.OR4103.8. _
:Q
SiNcpt? LSF
%rSSIQNA%-�
A LVP}WMAILL�.P.E.
FL P.E.958T55
TABLE 15A
bmdmeC\\e T•hN
GP°elms Wl6Bf tlPrletiayaPmrlrym6am)arOpmteO H•IWR([ar(IwimrfeM�+tv�) r��
Win Wk mk Sao Wk took 121b t10k IWh t{�7
Ru36NOa N[fNPW uwntm. n F}tfe•p. W-V- F1•f1Wg Ih41•i01s 1140mt•g R4NvpIM la7lNm1. �Pna/s FynWW. BstnPdY Ffpelv6. pR
ilb"30 taaayl tmy lmma I." Ia12O0 I-+c IA-ft t-ft LNmO L-ft Ia4•r• Lmap 17am I.& Lm1+° tnes:• g.Y Z
DEGLAL
BAYMULL
Nk1760 Om 1704 430 170.0 144 170D 471 IMS) NO IM01 110492 1760 610 710.0 1116 110.0 611 IIDA I 1210 Imo 621 ROA14531 170.0 MI 170.0 1711 1710 621 140.1 1740 Rao 41 j LLI
iak 0740 Not store 431 imo 600 I= W 1740 042 RAO 030 1704 tfA 17x0 8161 IMO 1110 1RO 677 1704 t4R 1710 AN 1613 I= Rao L20 IAA 1602 tm.0 eW it t2 1672 MAO tm S
mmi.t70A741 110.0 m1 Rao 006 Rao WI Imo 1019 1104 664 17070 Ito 170.0 703 "" 1W 1700 770 1042 4443 Imo Tm tau tN3 IMO 710 7174 too mo too to" 1466 Ru IW 2 m
Hifi ROA 707 Duo 412 1 MCI Bm I= 891 Imo mo ROA Am 1703 m TRO to iflu RA ime 671 juiz t7A mc \m ims im NAG111
Mi 1015 1110 1710 181 on 1303 0110 at m � 0
Wk 17" OOS Imo 701 I 1m0 Into, 1710 707 1074 1211 tmA 604 1461 I 1M\I imol US 121.0 me 1'"I W3 Jim 1110 1621 014 1 NA I im. HAS 943 O&S 1210 I 14L1 010 at M01 1461 03 oo U)
0 170.0 WD 1100 743 1 MCI 1110 110.0 AM 160.2 itm IOU On 5314 I HW Into 914 Rao iiia mul 1M 7oo.I 11% 1342 016 104 1 11W tM7 oft mf its*IfaO, 6m Aw RW M21 870 ' R �
Wk 110.0 074 Imo 70 IM41 fat 1630 6k I3u IWO HSA ON 7143 IWO 1311 610 15.0 IDN =4 6A NA iW /las WO Tae ION 1024 101 153 ION IO2 .18 67.1 IAN 4012 MI _ W r��r�
' nb 110.Q AN 747.0 TN 717.1 W6 tAo M Imd 4W ROA 111 8812 dm IOU 772 102 6m a" Til 104 IW W mal \W 762 Wt 513 IN m& 668 440 120 MA 60 � � (L
ISO, 110.1 710 IAl Wo 620m Ru Q70 668 700 at m TiA IW 63s 6d2 mo ]m IOU; O43 me 7W 712 AM Las Tao d61 Q4 OLD Iia 621 6tO 37A IN 61.6 707 J � "�
All a
71b iIOH too 0468 087 021 7W 08.1 604 mi
TO 6u 637 6a2 ISIS 721 Ott 01.6 7W 7" Mor
2 t 710 667 W462 ISD am ON CIA Tm 1582 6W US TW USA 610 F Q <
Wk ort M 14A 100 at 603 820 491 61.6 103 NA IA 431 fA 46.0 410 461 Sm NA M at MW 40.0 492 W0 6W 362 410 2S\ WS 331 416 114 MW 31A AL2 Q m
ooh MA 40 MA 40 40.6 495 OIA 436 42.1 4" W 427 ITS 406 3a0 411 37.0 406 361 Lid AT KIS 312 409 Zu 4% At tm 103 NIS A• 390 106 046 264 3181 N W p0 O
IWA, 11. 7 391 11.0 Ski 340 391 36a J16 2DA 301 31.1 342 Al 7M VA, OR 212 391 21s 3A 304 301 Yt6 Not RA JM 10.7 321 04.1 US 174 316
ttfk 164 RO 302 373 320 Jitl AA 310 2TA 310 ad 170 210 >A 203 AD 214 310 2L weALI No ma 212 OLD >m 161 303 W � N
A
tmb WA JR 304 VC AT 111 2u 204 M.I il7 224 LD IeA 371 /Os 210 160 371 RA Zn L) o Q }t
tN b IS. 221 174 Zoo Q t0Ot��7
TE 15B
Mar T•hb ANCHOR CAPAC(TYADAISSTNEW FORMULA:
ANCHOR CAF.,e,�,
s�A.inu v6 113 mrc, 7654141 PI M63H (DFm)%C �nANCHORGAP._
6AGEk0 Vr69 E1t6 StN'F26 t WO.610Oktl Mifilbd 612014• MULLION
Ae6h6rCOp P•ttbm• AK1xr itt4arou6 vrOmOmacm f� nK�owaaP t[cavitesm = �m �ki a ms)BmRRy duor(631 USE THtS FOi7tAUlATOOWAiNTHE•ANCHOR
E6s BynN - r 2.1m 2171' >i7O• r 2.ttr r avr 2• >17e` 2• ON• O31• aaN• CAPACITY REQUIRIV CORRESPONDING TO AN
EmD1Ymd 1310 Itarn 1111• fart ? t-ar ttu• t-w• f•W ttM t-ttr r 1410 ACTUALPRESSUREREQUiREMFMFORT7E
Wuoko Obt010.1 3014 3mb /sob Nome lmob 2mb zmb 31b 4061 aNlb ria 61O 34th Was b OPQ704G.WHEN(TISLOWERTFWNTHEMULLMN
4AKig340 Xo'A6a 0.C1W2sNW aNtIry,M Tmb 1mb tmb 101010. 1mb u6m 6eomJ WA limb INb 670b 1=01 W2b emml tRISb CAPACITY(FROMTHETABI�OF THE SELECTED
dAve6aeN2Ii 1104 QC.t(8A6AnOst>ip4t 3i ttmb IRO an fLeb 271861 2lSib 6fO1 NDtk tUA tOWOP 604 t5'Ab 164 f022b t3Rb iW Dbs MULLION.R Wf1LYEB.D AMWIMUMANC14OR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
FIGURE I: ANCHOR CAPACITYTAML. PR(MD41LTRfiYiSFD
TABLE NOTES: Co-adhoe�dPF4eN6
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADBNG. A4ecptm06DA{C'►6YL1$�3
SEE SHEETS 2.4 FOR GENERAL.INSTALLATION METHODS. BY
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDOR OPENING WIDTHS IS ALLOWABLE Mi Do&Fmdal
FlOURE2 ti 111711,
3)MULUON AND MULUON CLIPS SHOWN ARE NOT TO SCAM FOR EXACTDIM MSJONS.SEESHEETS 21-23. .123'
• r • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHESTS 21.23. �� ,)O�
FIGURES SHOW SUGGESTED.APPRO)OMATE HUE LOCATIONS. 30• �1.:•'"'GENS
;Y Y
4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.FOLLOW AND GROUT•FlLLEO 32W 7 42P.50705
FIGURES: CONCRETE BLOCK UNIT(OMU)SHALL CONFORM TO ASTM C-M.WOODSHAL.BE PRESSURE-TREATED =
• • • • YELLOW SOUTHERN PINE WITH AN BO OF 0.65.ALWAINUM SHALL BE 6063•TGAND BEA MINIMUM OF.126• ,• {- l' (2:=
THOU.STTEL STUDS TO BEA MINIMUM GRADE 33 AND.045'TH1CK(10 GAUGE).STRUCTURAL STEEL TO BEAT )U Lu^
BAY
LEAST.I25'THICK ANDA36.ALL ANCHORS INTO METAL SMALL EXTENDATLEAST39CRFWTHREADS BEYOND MULLIONDFSAY
•:�7j'-,7:� THE MATERIAL ASO ANCHORS INTO WOOD MAYBE STEEL.I"S.S.OR410 SS.
ANGLE CLIP{FIGURES 1-3)MUST BE USED IN PAIRS.
A.LIIIJN MIL P.E.
FL PIF-0 Sam
TAME 16A �SYt -
NuOtonCW 10 Tebb
Ov•Mno WXIBI(Tar50Nm2yepeMlglmBbm)or BHIgM OOIHnnmmBM43fer4I76m1OaD) 4'_r!
Sob Sob lob Sob 06b toob 1201, HON imb
Rbet•gtb 1kepT0W, Ite9It091W1 TwmmS R t-ee. 11WTt1v9. Rbhry}b1 1n4R9.9. IN4lelpt• DepRl•6 WUnpob 11,0141MRateep2• Ib1I7tm9. Re0721@b TNPUM Rt-ftM WW
swafaeAU IAeft tmde@ L-ft t 9+o tomW L-ft /-+0 t-ft 1mdK 1 fA L-ft lmdtq I-ft I-bba L.-av ta30 1ne9w
DEQ.AL pY
BAYYd{ILL11 1111 11 if il 1 111 fl 11 it
� I f 111 11 11 1 if if 11 if 11 1 h 11 if II 11 1 1
N
aln 170,01 020 117M 1 435 110,0 Tµ 110.9 1476 117110 We 1100 See I"A 992 V0,01 SIO t7ce .,to trul 521 I= tM0 1m0 521 1720 I m Ime 571 ImA aR 1100 521 150] 1071 1100 621 Iab 1mD 75d 1720 Sµ 110.0 190 11020 5µ 17DD tint Imo 1110 tmA iia 1700 881 tm0 RFS 1709 W 1750 t4tT 17U See 167.7 = HOD Bm Hot IDA IM 5W 1274 tW HAD em j _ S
"Im"VOA w 170.0 500 17" Due Imo am 1100 1019 vue 051 170.0 110 17" 723 1700 fats MA 747 1100 14H ITU 750 147.1 1557 Vali 780 Mi 1552 ITU 758 1101 IM 1740 7511 � � N
54b t70A 707 OU 812 TMA 958 Rao OH Imo site t7U 751 t7U 1775 Y740 Om I f3µ tm9 577 1553 1455 vat am tai 1453 me 881 1t" "m I= m1 WA 14'8 7100 101 � O
wil 170.0 BBS 1m0 101 t7U 1063 172.0 70 1740 lµ0 1100 M 157.1 AG9 like He 108.7' 13W ITU WO 126.7 I= 1815 W4 1048 HOD ISM 111M WA 1700 167.1 0R 7820'1320 167,1 Ba � aT m
mb im0 870 AOA 745 TOA the 1100 1679 120 D00 9W tam Im 1548 0a 116.7 MT 1575 9B5 it" DID 1µS m 050 R47 time Ori be 120'! f33T 095 T3 OR t35.T OH W Z)
m1, 1720 We HAD 'M T= HAD 110.0 909 140.1 MN 1037 085 1289 ism tag "I HSA Hot 716.5 M IOU 1100 1X1 911 108 HW HIS We T42 1100 1181 001 SLB Hib 110.1 m3 N$
' Tib 10ts 100 180.8 6R 1347 tato 1µ.d 8T HSA 1010 127] Ba I= IM 1147 126 000 mm 1048 6H 105 tow 940 me 875 two DU 70 537 tate "A 710 005 Him 07.7
m1, 137.4 100 Iµ.0 M 11120 OOB 1120 M 90.1 Om IVA 101 4" 805 DID 149 X3 000 102 728 107 000 823 170 51] Om 747 710 40./ Om TII HO 420 106 mA 7M = Z
7091 1273 58t -isms 7µ 1009 861 tH5 770 94.6 Wt 00.8 72S 794 t0I 55S 713 100 104 µA 703 1020 501 lbt SW 540 ft, 881 144 Em 545 875 50.7 BBi SST BTi F }
r
Z 4 4 m O
901, 627 015 014 571 8320 010 TLt 1 501 50.1 018 525 594 Sti 6b 101 64S 41.0 818 SOA 531 41./ WO RA 530 31.5 SIS HS 670 293 845 3S2 511 259 048 300 SW
261, 107 SB6 104 500 350 SS6 Wt 40 107 510 HA 491 128 610 418 tm 37S 50 41.4 M Sot 50 SSS 410 a4 610 n4 i5B 313 920 36S 452 21. 505 aT KT $m
Imb 47A 449 409 406 340 449 413 310 91.2 440 35.1 303122.9.449 31.7 2R MIS 440 2OB 382 23.9 44V 20.1 777 240 418 227 385 17.11.8 "A 301 10.0 IID UA 358 W K 8
fiib 147 425 15.0 385 265 175 3720 379 315 4IS 31.0 310 279 IS at 307 244 425 a1 310 221 421 KA 350 184 IH ml 359 155 at 150 SO III
III W YN �'
1201, SIA 31, 315 121 of 701 aB 321 2120 381 75.tl 371 2120 301 224 317 101 351 24S 313 173 351 10.7 301
O N
1µN 702 231 101 215 100 253 R.t 230 Q Q N
TASI.EIEH 11DehwG i 740M ANCNORCAPACT7YPD,IUSTMENTFORMUtA3
znwxaae 1bYOm tb•Att301 ANC710R OULP.m„o,` d
iltrO r59l PT f44ttl (DPe,)7(� /=ANCHORCAP._
Sirfl�BUT iMD9e110a4m dOW80D StrC9mtAEaCpr. 0.pE3ot! wasaw&WE"64•SBaw•1064¢1 •1284• •RAtYO MUWON CJ P.,e
An02prC9pPeeem• t4Bcm AD•g9Ab w- Aw a tr 6-P%Ba••873) svew(ml USE TLe3FORMULATOOBTAN THE ANCHOR
k;f5c.
r zlrr r z >va f• minr r zvt r sur r a 95r 9]1,• CAPACITYREOUMEIrOORRESPONDINGTOAW
131,• SSV' taN• tYC r 4tN' t-IM wB• tv4• t-nr t•ur r 1ST 1ST w6w ACTUALPRESSURERFOUIREMENTFORTHE
2 mrWnoA,7R121 apt2yg.tk iso mop 459. mop 1 p vpp leo 351. Imp -714W- Imp asp- x1p fap 569 OPENING,WHEN 1T ISLOWER7HANTHEMUUJON
IAOch•1®S5"L{n 0.G/TDbbAye 01Pe1ffb3T tW Imp imb teR1p 2675. 610b 660. WA 1121. MAD 6Q0p 10Wp m be. Imm CAPACITY(FROM THE TABLE)OF THE SELECTED
BAn3gn 2TrFAaO,C.ATD725Ary1e 7 1I 1520. i/8+p o58b IIµ. e254ms WA µpp WA im9rtp WA 13-67 WA t9T2p 1327. lamp MULLIONATWBLYIELDAMSiMUMANCHOR
CAPACITY WHICH MAY BE WED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHORCAPACITYTABtE. PROOUCT RBVtSED
FIGURE 1: 4om9hm4 wimc*Fl im1
TABLENOTESa nW"ba 85
A..i. Ta►6.oa1S haat
• 1)SEE SHEET T FOR IN$TRUCTION$ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Im122N
SEE SHEE79 2.5 FOR G@IERALINSTALLATION METHODS. ¢T
FIGURE 2
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENINGWIDTHS ISALLOWABLE. Minor IYo8+13
3)MULLIONANDMULLSON OLIPSSHOWNARENOTTOSCALE.FOREXACr DIMENSIONS.SEE SKEETS 21-ZL
• • • • HOLESTO BE DRILLED IN THE FEW FOLLOWING Om1ENSIONALRFSTRIOTIONS SHOWN ON SHEETS 21-23. .12T 45• �'•O�'L lYNA7•A/A(C`4
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
Y:
4)SUBSTCONCRETE
BLOC UNIT(CMU)
SHALL CONFORM 7O ACI 301 SPECIFICATIONS.WOODONS.L BEPR AND GILOUT TED 3,250• No.5a'05
FIGURE 3: CONCRE7EBLOLX UNIT(CMU)$FIALL{XB{FORM 70 ASTM GflO.Pd00031iALLSEPRESSURETREATED _ •`�
• • • • YELLOW SOUTHERN PNE WiTHAN SG OF 0.65.ALUMINUM SHAD.BE 1105&75 AND BEA MINIMUM OF.I27
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 ANDAW THICK VB GAL104 STRUCTURAL BEAT 46'BAY ="O�,K B L� •'�u
LEAST.72b•THlCKANDA35.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND t,
• • THE MATERIAL Df081N2 ANCHORS INTO WOOD MAY BE STEEL,18-8 S8.OR 410 S$. MUWOt �'.�/.��••.,ETAORID•'G��
ANGLE CUP(MURES I3)MUSTBEUSEDINPAIRS.
- A4CYNLyI�i�b.E
FL.P.E.068705
.12Y
1255 v
2W 12S
Z0001
wL
L
I-XrXAMMULLION I-Xrx'37rmuIuOm l*xzIrx.3?5MU1Uw rX3.125XVMLUIO
063,76ALUM. NOWMALVA 0053�11IALUK 0063-76ALUML 80834SALUX 8053.18AWK NSE'TSAUB& L
X-SOCTION X-MTION X-SWROM x4ECTION k3rellow YSEMN X-SECRON
C
TABLEA z z w#
STANDAMCLIP 2MMANGLE IF 0knondonlValue On))For Mallon: CY
6010-70AL(Ak 60MIJBALM
2AW UAUP ZC)r x4eCTION A 1.8m MLLI
003.78ALW a 2654 1•
X2*X.IW 'd
rl2V X-SECROM Alumbarn -,t
11 L c 0-05 Tim Mum=
0 0.740
PA 1.125
.121T 1 - I
.74U' 6 2404 V X2X 378'
S.Sw 379- vhomumm
&12Y r-DUTHES"To V. D 0.490
=1EF=s,Ec Fmn
MBI.
.37MK
-c k7w ws
I A A I
MANGLECUIP
TOPVIEW m
a._ ----- 6M3 A
TWV.W D- 1.118 TOO UMM
STANDARD CLIP E .45D Mh
$06346AUJIL CENTEROPARCHOR A 1.312 V X2.78'X
CE47EROF ANCHOR HOLE HUSTLE TOP EW
'MTHINTHE DASHED SOUNDARY.SEE HOLEMUSTUE NOW DIAMETMARCHORDIAMETER-lAfr. a low
SHEETS
'ZIFMIRMANCROR0.1- WITHINTHEBASKED c 0,476 Aturrhm
DISTANCX-MAXUAIMANCHORHOLE EOUNDARY.SOE
DtAhWrM ANCHOR DIAMETER#1116'. SHM$6.i?FMTM
ANCHOR O.C.
LES D 0.838
DISTANCE MAXAM PGT Port 0 A 2.OW V X3.112V X MMUCTREVISM
TV AMCHORHOLE Mon 01mandon(shoots) 0 Mo.
— c
HRT, Mwilon stscliplothiatcup _=p .6W Alum
DANZ=-UM, 0.868 Tut*WA A N.
f Xr X.121P(5) SHEDS 6WI13M 6601118M 688243M 66MIM
NIM D tiv DA.
------------ I,x 2*X.376,(6) 68M MiMM 0651119M 666244M SM12M A 1625
DETAX.F S"-T4
'T CL
S1=M41ALM or
'Ou MUST IS
OLEMU
TaZ
1*xz7vxmfr(T) 66M EEEJJSM MJ12UM EISMW GM13M X.113=
SIM M116M 66011121M 666246M 6US14M Tdo MUD
I-X2.76-X.6$O`(S) 0
MIJISM E881ij4M G38242M smism D I
PX3.12S-X.S0O`(D) 66637M
�j�tjl?M W611 M 666241M OW16M A
L -- -i
--- Tift MUB z 06
l.2S`X?lI'X.i2V'(lS)' 85370 RIA MA WA 68851741
rt!
OFFSETCUP NOTES,
TOPVIEW 1)ROLES TO BE ORUED IN THE FIELD FOLLOWING DIMENSIONAL.RESTRICTIONS GIVEN ON THIS SHEET.
2)SEE SHEETS Sell FORSUGGESTED,AppROXWATEHOLF LOCATIONS&ANCHOR C.C.DISTAWCE,
S)M"SM2.4FDRGO4M&MTALtATMNMMODSL FL P.ES667415
Z � Y
x I
LN
it
FR
p � Y
'T
T
9999 eg
----------- r------- -------
-TT
w=y
9 +
R
t_----------1 L-------I ]ilg
�
&ffi x x x x x x1 922
Ro
j Fall
o N
s s
� i rl n— p•n—Spn�
M $[{gig �
iii I
I
$ ' F 5 1
i i
$g�{ i ---
.IIII'I}I E8 "mQ L �— I 4
IM CT-RES ANT ALU I U E MULLIONS
��•••.�.,,•— � .S � MULLION AND LIPDIMENSIONSB
BC1Uc M0. 6naat
�'v�'•'•.. `::,ate�.�` jy
WA N/A 630QJR 22x 2 roto m+wslacr awa
SOWSKI 08129/118
eamoz a aux+
k�SSOWSKI 0/10/14NEWMULLS TOSNEETSET ra.cear.+aa,vmazame
m z N K 3 W
� � x
TPRR>5 p§2Sv, x x g m
ro ffi !v A F c _
1 4 H==
9
� xE' 3 a S
9
------=------ Y
MOP]
-----------T------------i
O-----------T-----------;I 1i. I
m;Mq
iv
o Mg.
i
r Ii—
jr.
I
I I i
El
Ma-------------------------
x. +
xg t D A X.
�ccooA QI I I V I I y � �
F fv ^�JRI
,.___-____-__?___________., RE �_____y_
I I �
$$$ OOR I I
Y j IBA I I A
o�L I I I $ oaFn
Q�g i i Fri
I o. i i
I i g�n�� i I
IL------------i
.........
@ u
I IL------------
o�
``trlulnrJrr 9 dgz
�� o a
h1 :� ;• _ ¢ H IMPACT-RESISTANT ALUMINUM TUBE ULLI NS
MULLION D CLIP DIMENSIONS C
v ;�''/�••'••.... 0 N/A N/A 8300JR 2342 roA* aasr
rrrrlrtl!tt� q Brc°Kq°B '821nn
yRZSOWSK
10/10/14NEW MULLS TO SHEETSET FL CEW.OPAUMARn
Ll
Ila
"m IP
„
nv� ��¢•'� A apo }n"m ?'S m� m
�c oob9zy-{ mcg �m m�y8� �i a'sl Pi's -li" ^ ai gc o �o aArz 6
> N nrav c yy Q Z�^ZZtCn y0 00 mi O aC� 4� C mi Nye 2
+�+�i���1TT SD Spp ws-m �m pC EN O(i,0yy In S 3 �QQQj y�4gj;4 yy LF�A I[IfIti In-1 y22 s[ yO
la p mm 0 m mC41ti g 211, I7 TS ~ p � T- I~ NC CN V H - DO� Y~ 'Ag C AL'& C
� p€� ����
Himy
Z In Him N IN Wm
1, HE igspmm z z i m m y •SI.
ODD maZ U, m �*i 52
goo o� z � N >9ognrp ^2 qz� q=q gQQjii n � $ - 'Y
I��a O�� � � w ,X+'�
z 6G b o0 S
y`g �b yQQ �ee � so nn& Nmo ' "oma m 'I
C A O H SST•11 y S Ep EE
o N
p $figaTwp$ y � b !-
Ill,i:;lrr:• .� �'�� �� � � 6
IMPACT-RESISTANT ALUMINUM TUBE MULLIONS
EXAMPLES
y J mi,= N
�'• H '.0 N/A N/A 6300JR 24or2
on mx n 3-mE
M �.,�//�C�•... -��.�� [ ly JOSOWSKI 08/29/11 mar o" Iw. k Y➢aCf R.MD3
B /roia°�as�a�w��
eR 7'96SOWSKI 00/10/14NEW MULLS TO SHE ETSET �cem.or�urn.raama
EXAMPLES OF RECTANGULAR LOADING' EXAMPLES OF TRAPEZDRIAIRRIANGILAR LOADING
1
pN PW "
�Y
1 u
SHIOH SMIDH SHIDH SHIDH I PW m e m
i p � y
Q Q Q u Wm
/ J W
y
F-
LOADMOOF VERTICAL NUWON LOADING OF VERTICAL MULLION j j M N
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS (\ /J �C m J
I I��1( IVh pOOR � 7
5(,b Z
PIN
LOADINGOF VERTICAL MULLION = m �jj
PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION gg $
Q d `T
PW i < m o
{a Z s
PIN
SNIDM SHR1H SHNH 4 /SMH == Q.� 3` 3 b
4 4 % / s°
sHmH
LOADING OF VERNOALMUWW
ON LOADING HORKONTALMUON
SRIOF WINDOWS NOT ANCHORED WITH MTERSECRNGVERTICALMUWON
PW (NJ IOL
I
I
1
I LOADDR'OF(2)HORPAMAL MULLLONS LOADING OF HORIZONTAL MULLION LOADINGOFLIORU'ONTAL
�
MULLION
HINGED 1 NOTES
DOORf46L1UCf REVISED
PYV ! I)ORAWWWARE Bdi CnAe
RERESENTATIONS OF TYPICAL A-q.— o
j PVI CONFIGURATIONS. im Dm )
1 PVI CONFIGURATIONS NOT SHOWN
MANY BE HOWN.OIATED FROM �L
1
n 2)IF THE LOADING TYPE CWMT
BEDETERMMED.USE
; RECTANGULAR LOADIN
PWG. ,��•.:\,\CFSISE'•:+y��
PW :[
I / S)SEEPRODUCTS'APPROVAL FOR .50705
T ;
I / ACTUALANCHORLOCATIONS No _
LOADING OF VERTICAL MULLION LOOM OF VERTICAL MULLION
PANEL OF HINGED DOCRIS NOT CAPTUREDORANCHORED W1THMTERSECTINGHOROONTALMULLIONS
EGO =()' ST,TLOF
LOADING OFVERTICAL LOADINGOFHORIZONTAL
MULLION MIRIIGH FL P.E9 58705