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Notice of Acceptance
- - M IAM I•DiADE - 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.miamiaaae.aovleconomy. 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'TW-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 l I 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:1arge and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's :name;or logo,.city, state, modellseries, and following statement: "Miami-Dade County Product Control Approved1!, 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. NOA No.14-0930.25 MIAMI•DADIE!Q / � Expiration Date: April 30,2020 Approval Date: April 30,2015 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 Entry 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-51-'' 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. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. Man elEe ez,PX ProductContraminer NOA No0930.25 Expiration Date: Apri130,2020 Approval Date: Apri130,2015 E-1 PGT Industries,Inc. NOTICE OFACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTMUED) 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-51h 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 IMPACT RATING DESIGN PRESSURE RATNO IMPACT RESISTANT,VINYL FIXED WINDOW LARGEaSMALLLnS91E VARIESPER GLASS TYPESf:E IMPACT RESISTANT TABLES 413,SHEETSB-10 1)THIS PROUUCf HAS BEEN DESIGNED&IESiEO TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE149T=THEHTGHVEL0CITY MAX SUCKWIDTH SEE TABLES 4.13 MAX BUCKWIDTN SEETABLE348 HURRICANE ZONE(HVHZ} �- (SHORTORLONGSIDE) I (SHORTORLONGSIVE) MAX O.C.SEE I r 1.2rMAK 7)SHUTTERS ARE NOTREQUatED VMEN USED IN WIND•BORNE DEBRIS REGIONS. 8,SEE TABLES 413 D.SEE s_ _ �I MAX O.C.SEE TABLES/-B y . FORINSULATED(ilAsS INSTALLATIONS ABOVE 3G IN THE MVM THEOUTBOAR13 SHEETS SHEET4 L ADPraradueomplyHpwlO Btt LITS(CAP)MUST7EMP .. � NUH4A WlapOBIA Rom FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMIOADE I T I VISIBLE MI-1 CI APPROVED MASONRYANCMORS.MATERIALS USED FOR ANCHOR ��LI"TwEVISIBLE ` MAX BUCK LIGHT WIDTH 611nmlla�Wo4u EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND HEIGHT,SEEm N - CONCRETE WITH M .KSI PER ANCHOR TYPE. 41ALL WOOD BUCKS LESS THAN 1-17 THICK ARE TO BE CONSIDEREDRT SIDE) CONSIDERED I% r_ ____-. _--1 Try NO OR3 P�TALLATIONS.IXWOOD BUCKS ARE OPTIONAL F UNRTIS INSTALLED DIRECTLY TO I SHO SUBSTRATE.VYOOD BUCKS DEPICTED AS 2%ARE 1.17 THICK OR GREATER.1%AND 2% BUCKS(RW@C. N USED)SHALL BE DESIGNED TO PROPERLYTRANSFER LOADSTO THE A _ I LIGHT - A,SEE C I / WGM SH STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE i HEIGHT SHEETS / HEIGHT SNEET4 ENGINEER,(EOR)ORARCHITECT OF RECORD.(AOR} / L MAX BUCK SEE 8)ANCHOR EMBEDMENT TO BABE MATERIAL SHALLBE BEYOND WALL DRESSING OR i f I HEIGHT.40 STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. 1 (LON R INSTAL ATIONANCHORS SHOULD BE SEALED.OVERALL SEAUNdRASHING MAIL O.C. (LONG C 'y STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEETABLES I MAIL O.G SHORTSIOE) AND IS BEYONDTHE SCOPE OF THESENSTRUCTIONS. 413 SEE O W O c 6)MA)LIWSHIMSARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT TABLESB IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OFTRANSFERRING APPLIED 125,6V1X LOADS.WOOD BUCKS,BYOTHERS,MUST BE SUFFICIENTLYANCHORED TO RESIST 8-MAX Df-' LOADS IMP0.5ED ON THEM BY THE WINDOW. 012 12 FlN LL ,3 TYP.EQUAL-LEGIBOX 8 TYP.INTEGRAL 8 J-CHANNEL u. 7)DESIGNFRESS RES: FLANGE FRAME(90•CORNERS FRAME(00•CORNERS) U cwi x Vi ANEOA7lVEDE6IGN LOADS BASED ON STRUCTURAUGYCLETESf PRESSURE FRAME -�- (ANCHORED THROUGH NAIL FIN) W O'er ANALYSIS AND GLASS PERASTM E1300. 125MAX FZ .L B.POSITIVE DESIGN LOADS RASEDONWATERTEST PRESSURE,STRUCTURM7 CYCLE 'MAX. TEST PRESSURE,FRAMEAMALYSISAND GLASS PERASTME13M _I i U)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTME Y MAX ./ v Z W O STRESS INC CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-1F.1% .Q� �C STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT.THE 1.5 OCL SEE LOAD DURATION FACTOR WAS USED FOR EVALUATION OF ANCHORS INTO WOOD. SEE TABES WE LOAD 4-9 r��S ®S g -a I"9S ANCHORS THAT CONE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET i SS THE REQUIREMENTS OF THE FLORIDA BUBDINGCODE FOR CORROSION RESISTANCE. /<-13 3 F yl 0)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQIAFtEMENT6 PER -/\ MAX O.O. T 2 •,oZF� CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHEAUTHORITY HAVING / SEE TABLES / VISIBLE t ¢ JURISDICTION. VISIBLE 413 LIGHT p LIGHT / HEIGHTHEIGHT LL jr� 10)REFERENCES:TEST REPORTS FTI-7897.91.00 ULTRACON NOA:ELCO CRETEFLEC MAX BUCK' 4 Z HOA:ELCOAGGAE-0ATOR NO[;ROYALWINDOW AND DOOR PROFILES,L7D WHITE& MNL BUCK / HEIGHT,SaCS Z Ui �y BRONIIOLIGHTIR SHADES OF CAP COATED PVC EKTRUSION NOAS;NATIONAL DESIGN .HEIGHT SEE TABLES4.0 SPECIFICATION FOR WOOD CONSTRUCTION.ANSDAFSPA NDS&ALUMINUM DESIGN TABLES4-9 (LONG OR In-a.qi e.us MANUAL � VISIBLE G OR VISIBLE SNORE SIDE) 11)PVB AND SO INTERLAYER9 MANUFACTURED BY EJ.DUPONT DENEMOURS A 00.,INC. I UGKIWIDTH SHO E) U0NTWIO7H � `�.L``NT LYNN AKAMIRARAYAMERICA.WC. L 1 .. ��a{ao•��CENSF'�-YF,P MAX GENERAL NOTES__...__—.1 I I II � ELEVATIONS....._._.._-___.1 r &•MAX 1.25 MAX O.C.SEE TABLES 48 -y t'�12a'MJVL ,T No.SS705 &ANCHORTIONSI MAX O.C. FSE.GLASS __,2 VISIBLE LIGHT FORMULAS 'ITT-SEETABLE9413 ,-G INSTALLATION,FIANGEi WIDTH:BUCK WIDTH-43116' MA%.BUCK WIDTH SEETABLES A-13 MAX BUCK WIDTH SEE TABLES 4-9 �C EQUAL LEO._._.___-_3 HEIGHT:BUCKKEIGMT-43N0- 7.: (SHOAT OR lOHO SIDE) (SHORT OR LONG SIDE) O STAT O INSTALLATION,INTEGRALFNa TYP.INTEGRAL FlN6 "'O J•CFWRNEL.._..___._4 TYP.EQUAL-LEG/BOX 8, J-CHANNEL FRAME(CURVED OR DM NO DE'rA1L8._._._-._._S FLANGE FRAME(CURVED ,)_ '•�S�ONAI;IE `�� DESIGNPRESSURES_--__.--8.10 OR ANGLED CORNERS) ANGLED CORNERS BOM&ASSEMBLY........��_11 (ANCHORED THROUGH NAIL FIM 58705 ALYNN PE P.fU1 F8703 TABLE t: Gla. Table WINDOW FRAL/FS MAY BE ANYOFTH09E SHOWN BELOW: tion type DescripM 7 718'Laminated LG_111•A Extedor Cap+7116'Air Space+6118•Laminated;(2)Ute of 118'A Glass x111.090•PV8Intedayer 4 ' ANNEALED 8 716'Laminaled LG.:116'T Exterior Cap+7116'Air Speoe+5116'Laminated;(2)Ulm of 1/6'A Glue with.080•PVB Inledayer 5 -W•HEAT STRENGTHENED 8 7!6'Laminated LG.:3116'A Exterior Cep+WS'At Space+5118'Laminated;(2)Ulm of 116'A Glass INth.090•PVB Inledayer 6 'P=TEMPERED B•. •PJ090'PVB INTERLAYER BOX OR - 10 7111•Laminated I.G.:3116'T Ex(edor Cap+316'Air Space+5116'Laminated;(2)Utes of 1/11'A Glass with.090'PV8 Inledayer 6 •sw-mar sEmRyoLAs EQUAL it r Larninated LG.:lhr T Exterior Cap+711@'AUS +7/18"Laminated;m Liles of 3M V A Glue with.090•PVB Interlayer 7 IN1FnlAYER LEG FLANGE 12 V Laminated I.O.:3116'A ExledOf Cep+3111•Air Space+7118•Laminated;(2)Utes 0131187 A Glace Mlh.090•PVB Inledayer 8 13 V Laminated LG.:3119'T Exteda Cap+318'AB Space+1/18"Laminated;(2)Lae of 3118•A Slaw with.090•PV8 Ddedayer B 14 V LmInaled LG.:3118'A Extedor Cap+3111'AU Space 7118'Laminated;(2)LRee of 3116'A Glass with.090'SG hltedayer 10 "' 15 111 Laminated LG.:3116'T Exterior Cap+yr Air space+7116'Laminated;(2)LNes o(3116'A Glass WIh.090'SG IMedayer 11 'GLASS TYPES 14 THROUGH 18 1"Lmnlnaled L0.:V6'T Exterior Cap+7118'Air Space+7/16•Lioninated;(2)Liles cf 3116•H Glass wIlh.CBO•SG IMedayer 12 11 MAY NOT BE USED wRH 1CHNU7EL ORIHIECJIAL 17 1'Laminated LG.:3116'T ExlellorCap+318•Air Space+7/16'Laminated;(2)LNe 43116'H Giese YM.OW SG Inledayer 13 •FlN FPAMES TABLE Y.ANCHORS INSTALLED THROUGH FRAME •MIN.OF 3THREADS Group Anchor SubMta Min,Edge Milt BEYOND THE METAL Distance Em Cl SUBSTRATE.FOR P.mmul 6" 139 STEELSTUDS.MIN J•CHAINNEL INTEGRAL 9103M8 Steal,A36' 3B• 0.050• FUW6 KSI. FIX (steel,18.8 S.S.- Slee Stud,A653 Gr.33• 390• 0.0451'(18 Ga.) 'UNGROUTED CNA` A or410S.S.) , Alumthum.0083-75• 3111' 0.050• VALUESMAYBE - USED FOR GROUtED P.T.Solent Pine(SG=0.55) 7/16' 1.918' CMU APPLICATIONS - 3118'steel UBrxon Concrete(min.ZB5 ke1) 1• 1378' wGrou U,ASTM 6'-90 2-tYl 1-114' 9125M6 P.L 9ouVlem Pine(s6'=0.55) 911i1318• . 8 (stew.168 S.S. Sleet,A38• 3111' 0.050- or4109.5.) Stool Stud,A653 Gr.33' 31W 0.0451'(18 Ga) ALL ARCHITECTURAL WINDOW SHAPES OUAUFIEO,COMMON EXAMPLES SHOWM INSCIBSETHE SWIPE IN A BLOCK(SEE EXAMPLES W1.1num•6063-T6' 318' O.D8r BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCX SIZE FROM DESIGN PRESSURE TABLES 413•SHEET8610. 114•Steel Uamcorl Concrete(min.285 lost) 1• 1314• LONG LONG LONG SHORT - C Un9routcd CMU,(ASTM 6'80) 2-t`P 1-114' F�SIDE �( h--SIDE--+{ I••----SIDE-i +( SIDE t-. 11'r steel cmt a« Concrete(mla 3.35 kel t t3la• r--- -- T -- - 1 T r--- --- T r - 1W steel Ulllacon P.T.Samrtem Pine(30=0.55) T 1.318• I q I - ` I 1 lgro huled (A.1114090) 2•11r 1-V4' 114'elect Cretelex P.T.SOuthem em PinePlne(80=0.65) 1' 1318• ANI I ww D 114-Steel .P.T.Snxhem Pme(SG=0.55) 1' 1318' 1 1 A appm duaonp lug,6$6' AgBre11.91r Grouted CMU.(ASTM C-90) r r LCd7 LDNG LONG LONG LWaO i Fbm. w.8 ♦•'-510.' "I •{"' SIDE -"i I" SIDE -�( 1�510E -moi F- SIDE �( 94•.1001 Ultracon Concrete(Mn.2.8.5 Rel) 2-1@" 131a' T r--- T r- - -� --- 1-r- - '�r -1 S IN - 5 1!4�teelCrelelex Conerete INR 335 xS1 2-117 114' I a11 I' I ��/�,�y1! I II L _ Ml,ml d.ProJ •' 1l4'eleel Ap9re-Gator � Concrete(mU1.3275 xs0 1.112' 1318• �� /„ 1 p1i� def / Y �1 p TABLE 3:ANCHORS INSTALLED THROUGH INTEGRALPN A I tf HAIL�11 L\\'•'...CA/J Jf"L J Group Mchoo 9ubdnh Min.Edgeh2-7111r J . LYNN Nrrr/�i 01lance `�apN., E '2-Ur x.131'Common Nag P.T.3adtxxn Rro(SG-.56) 316'2-117RrxgahanxRooergNal P.T.SachemPine(SG-.M 311- 'l P.T.SailBm Pine(56'1=.65) 1? €VINYL FIXED WINDOW NOA(LMBSM) 815114No.58705910 7hmetleed 9M8Aluminum,6083.75• 318' /(aleL 16118.6, SteN Stud,Or.33• 318• l GLASSIANCHORS/FRAME OPTIONS J ROSOWSKIWy g�S.'.4/OSs.) 0• S7 0 Pn •MIN.OF3THRIiV19 CFAT.OF AUTN.9x9290g :�(CSSJ -ORLON\=� 112 SMS Alamlimlm 8883.78• 316' 8.083 BEYOND THE METPL (eteM,1&8 5.8. steel 9Wd•6'c 33• 3'6' 0.osv su11s7rIATE.FOR 1070 TECHNOLOGY DRNE '1 N r I I r N Hss cr 410 S.s.1 BteeL A98' 316' 0050 STEELSTUDS.MIN N.VENICE•FL 34275 ALYNNMILLEIL PE w-45NSL (04q•4tw-1600 PW-5520 NTS I 9OF11 of MD•5520.0 P,E,eeTa6 INSTALLATION DETAILS FOR FLANGE 9 EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU BUCNSTRIP INTO CANCRETER2.N. SEE NOTE 2,THIS SHEET. OPTION 1 EMBEDMENT EMBEDMENT ANCHOREDTHROUGH FRAME INTO 2X WOW ---"F-EDGE DISTANCE 1 I.r SHIMS• 1/PSHIL —J- FRAME ORSUCKM". L I 2 4 � T SEE NOTE 2.THIS SHEET. EDGE EDGE Q EMBEDMENT DISTANCE `_—J 6 Q DISTANCE FLANGE _ FRAME n ---- SHOWN Ill TYP.ANWORTYPE, ' ry�I 1'THICKI.G. 9 EM-ED IiDRT. �1N'MAK EMBEDMENT AND EDGE �1 EMBEDMENT AN. 2 SHIM EDGE DISTANCEPER TYP.ANCHOR TYPE. DISTANCE PE0. t»�i SUBSTRATE, '.•. SV II�1I _w ..' EMBEDISTANCD SUBSTRATE.SEE g _ EDGE DI9TlU7CE PER SEE TABLE 2,SHEET 2. TASLE 2.SHEET2. aSUBSTRATE.SEE 6 . TABLE 2,SHEET 2. u �TIS'THKYCI.G. I D FLANGE EXTERIOR I�VISIW.E LKMW�TH --y 7 . EQUAL- FRAME EGfBO SHoVm LFRAME BUCKYADDI SH 718'THIG(IA NOTES: A SHOWN I)USE ONLY SUBSTRATEAPPROPRUITE ANCHORS LISTED ON TABLE I,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A - AF>D EDGE DISTANCE LIMITS.ANY INSTALLATION OPTIONSHOWNMAYBEUSEDON ANYSIGEOFTHE .. WINDOW. ' DADE APPROVED MUWON,FBC COMPLIANT ALUMIMIM5TEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PRGPERTIE9TABLE 3sHEFT2. PER TABLE 2.SHEET 2.ALL WOOD BUCKS LESS THAN IR-MAX VISIBLE 1-17l THICKARETO SE WNSDEREO IX - HEIGHT LIGNT INSTILLLATONS.1XWbODBU(2(SAREOPRONALIF 9MIN AIOORN2STEEL 114'FWL SHIM HEIOHf UNIT IS INSTALLED DIRECTLYTD SUBSTRATE WOOD SMS(GS},SEE BUCKS DEPICTED A52%ARE 1•U2'THICX OR TABLE 2 BHEET2 GREATER,IXANO 2X BUCKS MIEN USED)SHALLSE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE-WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBMY OF THE ENGINEER OR AROHHECT OF RECORD. B)VISIBLE LIGHT WIDTH OR HEIGHT VdM REFERRED ]� 70 AS DAYLIGHT OPENING)IS M=ASURED FROM Y THICKI.G. BEADING TO 401NOL _ FLANGE EQUAL App .cd impIkbzwIIb1 FRAME SHOWN LEGROX ] ,Ids uIdl.D W sHowN FE 5 TYP.ANCHORTYPE• I��("'1I o NOAP EMBEOMENTD ExrEwoR A' oOL�J EXTERIOR P�� O U EDGE DISTANCE PER v �• SUBSTRATE,SEE INSTALLATION INSTALLATION C. N TABLE 2,SHEET-2.Eaux. OPTION A) O OPTION A �REDTHR� ANCHORED THROUGH .`0FN FFRAMEITOn FRAME INTOMETA SHW —urMAuSHIMpNT LYNry Mq� ���'�::'JCENgF'•.,F,p�� VINYL FIXED WINDOW NOA(L.MBSM) 0 910114 * No.58705 . . EMBEDMENT VISIBLE LIGHT FORMULAS tFLAG.E N8 EQUAL-LEGIBOX FRAMES 'm J ROSOWSKIINSTALLATION YADTH:eucKwmril•�ana ��`HEIGHT:BUCK FO:IIGM-IJHB' li F �......OPTIDN2 .•;•' • EDGEDISTANCE CERTOFAUTHP2B293 ''SSS/ONAL EN`: ANCHOREDTHRWGH 1070 TECHNOLOGY DRFRAME DIRECTLY INTOVERTICAL SECTION B-B N.VENICE,FL 34CONCRETEICMU. (041}480-1600 W55NTS 3O 11 X2MD-5620.0 AL pE.iMOBDIS P.E INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION _ OPTION 6 OPTION 5 1/4'MAX 3X0.1 - ANCROREDTHROUGH IN'MA)(.SNW INSTALLATION OPTION 6 EMBEDMENT I FRAMEINTOZXWOOD ANCHORED RBUCKTRL )f EDGE DISTANCE ANCHORED THROUGH FRAME OR BUCKSTRIP,SEE INT02XEE NO FRAME OR SHEET. RIP. INTEGRALFOI INT02XWOOD 4.EMBEDMENT O NOTE 2,THIS SHEET. SEE NOTE 2,7X18 S7iEET. FRAME OR BUCKMIP SEE I NOTE 2.THIS SHEET. EDGE 1 3 EDGE DISTANCE DISTANCEJ,CHA FRAME O J "Na 1 0 SHOWN L EMBEDMENT D I•THICKLO 1 va•NuxsxlM TYP.ANCHoaTWE I �Q Q EMBEOMENTAND - -- — TYP.ANCHORTYPE- CE EDGE DISTANPER n `�•R•��•R•• EMBEDMENTAND EDGE SUBSTRATE,SEE 8 DISTANCE PER SUBSTRATE. TABLE 2.SHEET 2. INTEGRAL IANCHOR TYPE. SEETABLE3,SHEET2. (SCREW SHOWN) FM EMBEDMENT AND EDGE 5 'NAIL SHOWN) pD (] 7/B'THICK LO. FRAME DI STANCE PER SUBSTRATE SEE TABLES•SHEET. 1CHANNEL EXTERIOR VISIBLE.GHTWIDTH y o 7 S� ftl& FRAME I)_ 7/T7HICKLG. NOTES SHOWN V - BUCKWIDTH 1)USE ONLY SUBSTRATE.APPROPRIATE HORIZONTAL SECTION..0-C ANCHORS LISTED ON TABLES a 3.SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN AMW Y DADE APPROVED MULLION,FBC COMPNTALUNNUMISTEEL FRAMING OR STEELSTUD. BE USED ON ANY SIDE OF THE WINDOW. MAY BEVERTIGAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2d Z.SMEET2. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE.SHEET 2.ALL WOOD BUCKS LESS BUCK VISIBLE THAN/.IME THICKATO BECON527EREDIX LIGHT IN TALLATIONS.IXWOOD BUCKS ARE OPTIONAL HEIGHT HEIGHT IFUMTISINSTALIEDDIRECTLYTOSUBSTRATE - 1M'MAXSHIA 410 OR 02 STEEL II4'1" WOOD BUCKS DEPICTEDASZXARE I.1?THICK SMS(GSL SEE •� SHIM OR GREAIIER.IXAND 2XEUCKS(WHEN USED) TABIBS 2 63. SHALL BE DESKiVED TO PROPERLYTRANSFER SHEET. 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 1'THICK LO. REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM READING TO BEADING. ': I FlN ANDlDR. App vvedv7 i RANGEMAYBE Florid vNla ��� i REMOVED IN-FIE tlala INTEGRALFt - EXTERIOR MOAN TYP.ANCHOR TYPE EMBEDMENTFNAME SHOWN a fl O P� E%TERIOR 3 AND EDGE DISTANCE PER v By a SUBSTRATE,SEE TABLE 3,SHEET 2. Ir�GRAL (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8 FDII#•MAX - INSTALLATION THROUGH THE INTEGRAL FW INSTALLATION THROUGH THE FRAME 1 v11T1II III A/ / FRAME INTO METAL SEE TABLE 3,SHEET.. INTO METAL.SEE TABLE 2.SHEET2 ��� LYNN �sHIM oN,. Mk SHOWN ...... O o \�A1�,.�'�10EN,SF'•.�alip INSTALLATION 7kr •'•*= OPTION 5 --�` I DIsi�E K VINYL FIXED WINDOW NOA(LMBSM) 9MI14 - Nu.Ci8705 ANCHOREOTHROUGH - NTEORALFINwro2x 2 J•CHANNEL&INTEGRAL FIN FRAMES m JROSOWSKI WOODFRAMEOR VI518LEUGHTFORMULAS xx • sT E0'�,i•tWj� BUCKSTRIP SEE NOTE. VADTM:BUCKWIDIH-4J/10' ® �E$ ��T•'•F RIDP,:' ?: THIS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-Id118' CERT.OFAURi./282(1& n 'CCS'•.... VJG: 1070 TECHNOLOGY DRIVE VERTICAL SECTION D-D p s/GMAC E, N.VENICE,FL 34275 A LYNN MILLER.P.E. (941)-080.1800PW5520 NTS 40F 11 og MD-5520.0P.EA 38705 -�{ 7/S'NOM Imo- -►{ 7/B'NOM �•.- -�•I 7/8'NOM Imo- �{ 71�NOM 5118'A/APVB I 5118"NA PVB I I 5I1S'AIA PVB I I 5116"ALA PVB 7/18'AIR SPACE 7/18'AIR SPACE 318•AIR SPACE 318'AIR SPACE +rmml ryyf.`ven w: \ Fxria•.J wi"S 115'A GLASS \ _ 1/8'T GLASS 3/18•A GLASS _ 3118 T GLASS em._Lj Gj17(1EWOR 111 aEMERIOR aEXTERIOp �J€3I€- no B.a.rna t OURASEAL" DURASEAL, DURASEAL, DURASEAL, Sp SUPERSPACER SUPERSPACER SUPERS PACER SUPERSPACER 11 OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER _ LM GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 z �+-,•NOM.•--�I Imo-,'DpM-►j {�-,'NOM-�{ I•�S'NOM-�{ 7/16•A/A PVB 7116"NA PVB 7/18"ALA FVB O a N o 7/15'A!R SPACE 3/8"AIR SPACE-- 318'AIR SPACE 318'AIR SPACE i 1/8"TGLASS 38AGLASS 10 3118TGLASS 3/18"AGLASS aEMEaMERIOR EXTERIOR pZ` EFUB � 'uR d DURASEAL, DURASEAL, DURASEAL, DURASEAL, U V x 9 $ � SUPERSPACER SUPERSPACER SUPERSPACER— SUPERSPACER z OR CARDINAL SPACER 51 OR CARDINAL SPACER OR CARDINAL SPACER I OR CARDINAL SPACER GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE'14 z a z < a Z O e Imo-1'NOM+I 7•NOM+I I+-1'NOM. -I a z I I . .• ` I � Q aroQQ+s 7118"AIA SG .7116'H/H SG 7118'HIH SG EMERIOR O- z 318'AIR SPACE 7/18°AIR SPACE 31W AIR SPACE <3 IMNOMALASS 3116"T GLASS 1/8'T GLASS 3/16•T GLASS BR 78 ODR 77 ETYP• 5 a a EX7EPoOR a EMER10fi a 7l EXTERIOR O w 1'aeep ewuey DURASEAL, DURASEAL, DURASEAL, SUPERSPACER SUPERSPACER— SUPERSPACER ,���1.••�ICEN OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER �� �' •'••�GLASS TYPE TYPE 15 GLASS TYPE 16 GLASS TYPE 17 79 *i No.58705ST 0 NOTES, !` 17MAY NO7SEUSED WITH •• •• •• W-AN NCCS•:',�•,COR,ON 'A• ANNEALED 'fP=NEAT BTRENOTNENFD I JCKWELORIN7Emw. TYP.GLAZING DETAIL �'�,S/OnrAt Ea•' T-TEMPER® •RN FRAMES 'PVB'..09PPVS 'SO'-.BSB'SEMRYGIAS A LYNN A4lER PF. PklaE106 i i - 5+m Silo(h) o Shod Side ft .� YMITS x(:MM841 T Y a txt xtxtts� � �, s tt « xsttm � 'v � a �gfros` > sggg ° §tea t Y m f, 44 cz „ s g a r miT $ Aa <y ° `itis, �rrrrr 1070 TECHNOLOGY DRIVE �pLid 4 rri N.VENICE,FL 34276 P.O.BOX 1628 +. o kt NOKOMIS,FL 34274;z a ceRr.oF'aviH.e2gsea' :. '(941}480.1600 n VINYL FIXED,WINDOW NOA(LM&SM) 818114 b �'c/� R•••• ,`�''�•` 3 DESIGN PRESSURE TABLES $ J ROSOWSK3 rrrrJr iri�i��" 'N PW-5520 NTS l'6OF11 11 MD�520.4 TABLE& Window Design Pressure,(y» Weft Nym 3116'ACa -Al ace•51f6'AlAW1anPV8 na h $&10 3/ Ca -AI sce-5116' AWIIhPV8 1 w: WNW TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR 09nRnAiau BOW 04 68 ea 70 74 77 60 84 1 e7 92 87 6B HORIZONTALLYASSHOWL i 32 4750 +150 tt50 450 4450 45D +t40 460 4150 1 45D 4150 41-M4750 LOHO +PPtP.4du4+mpiyb6n0llte 34 450 +FSO +/50 44.60 41.60 +140 410 44.50 +1-50 1150 450 44-87 450 SIDE R. di y t5 38 +150 4750 +m +1St 45D 4.60 4150 47-60 +1~'a 4150 tt56 4•{D 4450 T �'--LONG SIO£ 1 -NON 38 +l-w N60 +FW 0-60 4.60 +J.60 450 +/•W +1-60 44.60 +/-60 41-M Sfi"°aide "I 40 +1160 +140 +/•50 +1.50 41.60 +/50 450 +1-60 +t-s0 at•60 4.60 SHORTa 42 +150 +150 t}EO 44.50 41.60 4150 450 +/-BD +1-50 44.60 IISHORT II $ 44 +/:A +1.60 4750 4450 y5p +1•&} we +1150 +150 -t � -'"'1 SIDE F� 0f 46 4450 +I-w +1•fi0 4450 4150 4150 +/50 +I50 45 +FFA +750 +m 4150 +1150 +150 41.60 a . 6D 416 160 0 + +15 +/-5D0 +/-5D .1- LONG EOIE50 4•S) - -" AUXO.GSPACTHGGARCHORNG MULO.CSPAONSIFANODRWG 2 62 450 +1-60 4150 y5D +tSD ' .&60TNM)WHTNEFMMEP[R5HFET53e4 'IFRIOWiF7NEWn'GMIFM PrA SHEET4 �Q LONG 64 4450 y6D ow +ISD SNORT /L�-J a 66 +156 +15D +FS! - APn1ESTOA4COROANCNORS APPUESTOEORFANCRORf SIDE SIDE 6a 4150 +FFA (SEETAULE21 (SEE IAREE3j yyy�C SD.1726 4150 1S 15»FOREAROIOPM.'FOR F ANolow; Q ' -.,� N TABLE 7: SIDE o 01"WindowDeslgnPressure,(+/-psf) - nheffiaNF `ut@'UU. .2 1/5'TCap-AImpace-711GA/Awphms GH'� Wkft. LOV Stag 0n) ,y R CMm32 60.926 e! 66 66 70 W47 7 e0 a! 07 92 ST 89 .- 32 4.70 W-70 +1170 +PTO al•70 70 i/-70 W-70 yTO .41-70 L.M. 4.70 K I,N 1 34 +170 41-70 +1-70 +}70 4.70 70 +1.70 41.70 . 41.70 +}70 4•TO +/•7D 2 h 06 +170 +1.70 +1170 +hTD +776 7D +/-70 4/•70 .+140 a}TO 4470 +6.70 p F 1 38 44.70 +/.70 4170 H-TO H•70 TO +/-70 41•A +!•TO 0.70 4.70 O 40 +17D +1170 41-70 +}70 t/7o 70 41-70 y-70 t!•70 tFTO - o 42 +/70 4.70 +}70 +1170 +1.70 70 +/•70 i/.70 +1.70 H N 44 +770 at-70 +1-70 +1-70 44.70 ip 44.70 6170 46' 070 '. 4.70 41170 +1170 44.70 70 4170 O' 46 070 41.70 +170 4h-70 +170 +1.70 41-70 tO e0 t/•70- 41.70 +/-70 +1170 +170 .1.70 MAR.O.SPAONBOANOUAING MAXOL.SPAONGIFANCNORIRG W 4470_ +170 1170 +/-70 N70 N 470 . +/•70 +1170 +Ia0 TNRo1NiHMEFRAMFPERAlEE55364-7NROUEV3112MTEOULRNPERSI[ET4 so +1.70 41.70 41-70 APPM108,COROMMORS APPUSTOFAA'0totd - X5111 I1lt/� SB 41.70 4.70 ISIETAPAFO (SEETA&E3} No<TE� `� OyK �.LNA!/td 60.926 N•70 S2)FOR 4}eVCKDiMENSiONSSHOWIt y:''LICENSE"-.F�.` *f 1 NMCrAVIffi6N0T6NOWN.ROUNp UP TO THE NO.58706 ' NEXTAYA7tAi5LE SHORTORLON00161ENSiOF1 0)FOR ARCHITECTURAL *WS ISEE SHEET 2J, ��•? ,'Z ;•Q'� F'SS7}tE SMALLE8TEDVAREWit60DW$REIN =U ST TU OF� THE TABLE(S)ABOVE WHICH THE ARCHnrECNRAL W/ �'�•••F WINDOWWILL COMPLETELYFITTHIN. '�L(`s.'......IVP,:'G�'S; '.;StOtdAf.611..` �I II IIII.I.. ALYNNMBLEELPE, PE96SNZ TABLE B Window Design Pressure,(+p psf) �mg 3li8"ACap-AIA trspace-7116"AwiliPVS 1O� 12 Wlndav o 1 10..66) 59TABLE DIMENSIONS MAV BE T Dh+nalan! 649 7f 7J T6 J8 60 68 86 92 98 as ORIENIEO VERTiCN.tYOR 32 +}]0 +1-70 +1.70 41"70 N-TO 41-To X70 +1-70 +1.70 +1.70 N-70 0-70 HORIZONTALLY AS SHOWN. 34 +1-70 +1"70 +}70 N-70 +1-70 N-TQ +}70 0-70 *70 4170 N-70 N-70 LONG _ 26 +1.70 +00 +1-10 41-70 W." X•70 N-70 X•70 N•T0 41.70 +/•70 +/-70 ME 'IpP'°�a•selPWlliwt�gF. 38 +}70 +1-70 t1-TD +1.70 0-t0 +1-70 .1.70 +1-70 +1-70 41.70 41-10 µT0 LONG SIDE+ d C O 5 40 +170 +}70 +h70 t!•70 N•TO X•70 N-70 N-T0 +}70 W." N-70 N-70 MI ao ply 42 +170 +}70 +170 X70 +!•M X70 1170 N-70 .+h70 +770 NESa +148, SHORT ME M. 44 +/-10 .}70- X•70 N"70 M•TD X•70 +/•70 +/•70 +}TO +!$9.8 N8S4. 4/•63.7 SHORT L 48 +h70 +}TD 11-70 N-I0 +1-70 N•TO +1-70 +}70 NSA9 +!L]•4 N•619 +161.7 •r-- SIDE ry 48 +1.70 +170 ..170 +/4D 41.70 41-70 +/•70 N-70 "T.8 +/46.3 N-8L9 4/0.7 60 .1-70 +}70 X-70 N-70 +/-70 X•70 +1�.8 N-Gaz X688 X-63.4 N-6aS C 62 4h70 +}70 +170 +t-70 41.70 41.74 41-P.8 +!•66.9 4/•612 Nbi.6 F+--LONGSIOE rn 68 +64 X•70 +N0 +}70 4170 N-70 N-TO *M2 414983 41626 I-TO 4h70 +1-70 +1-70 a}70 +1-69,2 3.9 6H ORT ` LONG 67 +h70 �t}TO +}70 X•70 4149.8 +1-6&141-64+164 4{4SIDE � 7 SIDE a 50 t!•70 +}TO 0.70 4169.7 +147 4166A • -,,,5 IM%.O.C3PAON0 GANCHORNG MAX.O.CSPAONGGANCWPJ" "}• 62 +!-70 +f•70 X689 +!67.8 4!682 K . iMA0tCa1,-FFAKGWA9aM3d4 THROUGHTHEWMGRALFIM.PERS"GT4 APPU ❑ °i �j Ci 61 +/-To +}70 4168.3 404&36S3 Ee -1-619-6a9 O R 4!604 9!•8.37 6T0 AD A,CO0.O AHOgAS PII[fTO FANUrORS �i 1..� a (fffTABUZ -tSfETABU3) -4SNOFfC � N.} • .7 66 +164,1 N67A 15.5, 4, SIDE p M o &9.549 4.47.1 Z TAB LE@ Window DosjgnPressure,(+i-pst) u>emal (,zIf 3116"TCap-Airspace•7/16"AIAWthPVB IQ gar 13 �z az y WirdofY LAnp Sidi(In) Dlmmdw. 6.-649 1 71 73 78 78 80 as Be 89 92 96 99 w 32 N-JO t}TO; +1-70 +!"76 41-70 t}70 4140 t/70 14-70 -+/-70 +}T0 .170 � F- 34 34' +}70 +1-70. 41•70 +1•70 y.70 +1•70 +/-70 N-70 N•TO +1-70 N-70 +1•70 36 +}70 +1-70 N"70 +1-70 0.70 +/•T4 W-70 t1-70, 4t-70 '+!-TO 41-70 N-70 Z 38 N-70 .170 " 0-70 0-70 0.70 W-70 +1-70 :+/-70 X-70 41.70.' 41-70 41.70 - w 40 +1-70 +1-70 +1-70 +1-70 +1-78 +!•70 0-70 41.70 41.70 +1.70- 41.70 0-70 � 42 +I•70 +[-TD +/-70 41-70 +140 X•70 .1-TD -A/•70 X•70'- +!•70 N-70 41-70 LL Z �w 44 0-70 4}70 +170 +1.70 41-70 0.70 0.70 41-70 4170 41-TV +1.70 +1-70 q 45 +1-70 +1.70 +1-70 0.70 41.70 +l-70 +/-70 4/•70 41.70 -41-70 4/-70 +160.8 $ p 0 46 +1.70 +}70 0.70 +!-70 W-70 N-70 0-]0 +1-10. 0.70 4140 .140.8 #1663 'In =w 62 r}8 .t•7D +1-70 +1•TD 11.10 +}ro 70 +1-70 0.70 0.70 X636 - ��•.(LYNN 70 70 70 41.70 'X48.6 `i OlR 1,!1 K ��,�N.,,.......,• 4 y 69 1}70 +/•70 4170 +1.70 N-70 .1.70 W-70 +1•70 44,4Ma NOTES: 4tCFNS4•'-•,1-,p,//� i}OUCKDtMENStONS3kOWN. ' B8 +170 4170 4h7a N-70 41•70 +i-70 t}70 i/•J0 T�' No.59705 67 4/.70 0"70 +f•70 +/-70 N•TO X•70 t/-70 2)FOR SIZES NOT SHOWN,ROUND UPTOTHE - 1 t)MISZ3 NO SNORT OR tON001YEt73FDN. - f; ' 6D +1-70 4170 .}JO 4}70 N-74 +/.70 - •O:,Li 62 .1-70 .1.70 N-70 N-70 N-70 MV(.O.G SPAON6GANODRNO MVLO.LSPAONGIFANOgRNG 3)FOR ANDHNECNRAL WD)DOWS(SEE SHEET2}" %A•• 'S •U,: 64- +1•TO +/•70 +PTO 0.70 TIIRLIXiHTHffRAAEPGSSNEET5381 TA0"THEUMGKFIHFERSIDEY4 F7ND THE SMALLESTSOUAREri7NDOWSiZE94 �a�:, ST EO APPUEST01ACORDANOM APPUEJTOFANCN00.f es 4!•70 THEYABLE(S)ABOVE WHBCH THE ARCHITECTURAL GC �LORIOP•:'��� 66 0.70 4}70 t/•70 WINDOW WILLCOMPLEIEI.YFfi'WfrHIN. /'/lS'•-""""• �' t}70 (SEE7A8IE» j$EETA.LE» -'ts tQNAI.��`�`• 153 3.1- 111 IIIL.. 69.810 +1.70 ALYNN YILLEft PE pE14RT06 TABLE 10. Window Design Presswe,(H-pal) U.IAhIW. fa GIU9 14 3116°A Cep-Airspace-7116'AIA with SG TTa WNtivM Loq N"(b) TABLE DIMENSIONS MAY BE Dh-kns 69.60 71 73 76 78 80 I as as I 69 az 9s I Be ORIENTED VERTICALLY OR 32 +eW-110 +1141.110 +801-110 401110 4e0j-110 .801-110 +801.110 +801.110 -SM-110 +801.110 +80/-110 +BOr410 HORIZONTALLY AS SHOWN. 34 +801.110 49W-110 +801-110 +ew-II0 +801410 480!-110 +801-110 4801-110 +801.110 +801109.4 48W1GS.3 4801.107.9 LONG AIV-d .Pljbaallelk. 36 +W410 4BW110 4801.110 4BU410 +BW102.8 4506108.6 +BW-106.8 +8W-108.6 +801103.6 +BW404.7 +8011019 1801-1029 � SIDE O. "141 C a -- 38 4801109.7 +801108.9 +601-107.6 +11011064 48011DS.5 49W104.6 +8W102.7 +801-102A +W-101A +801100.6 4801-99.4 a8W.98.7 - F�LONG SIDE I 0.tr _ 40 4801106.3 +SWi05.5 +BWI04.4 +BW-1013 +801101.9 4801.101 .8w-w +801487 4801.97.7 +80198.8 +BW9Q7 +BW95 1111P� 42 4501.1033 +11011026 +BW-101.3 t8W100.2 4001.9118 480/.97.9 +801488 +001.98.8 4001.94.6 4801.93.11 4801.92.4 11101-80.7 awe sOR y A: 44 46W-100.7 +801.9.8 +BW98.6 +0W-97.8 +80196 +eW-95 vBW929 +801.926 +8WN1.8 4801-90.4 4801.87.1 4801-04.7 __I 9410117 48 +801.98.4 +801-97.6 .80198.2 +OW-98 .BWU4 +8W92.6 +00/49(13 4OW48.9 +BW-061 4841.88.6 +80743.1 +841.81.6 -1 SIDE 45 +BW48.3 1801.96.4 +BW-94.1 48W-928 +m1-81.2 .OW-90.2 +801.89 4801-07.6 4801-04.6 4801-02.8 +BW-0D.2 41.78.6 p 8 50 .80/44.6 +B01.936 +BD/•922 4501-90.B +801.812 +5014192 4801-05.4 +001.64.6 48W-824 +BW-80.2 4671.8 e FFFRhhh 6 +801-00. r-!4440 910E 62 +80143 .80142 4801.946 +804&2 +801.97.4 +m464 2 2 +/-76 +8017 +8 -90.6 +801.891 +W-7.7 +S-00 T6t -0 p 6e 4801.90.5 +1101464 48W-67.6 .801.06.4 +BW-844 +801812 +/-79.3 N-79.6 ` LONG 57 +W40 +80/48.8 +541-07.2 +801-Mil +001-014 +80142 +1-764 S 1' Smr 60 +BW47.2 +BW48 +80144 4801-828 ""401 41-78.8 Y N ••B 62 +W-84.8 .00/-038 +901421 +BDMa4 +)-78 EA4R•O.-"AO"`6UANCHORNG MAK.O.C.SPAONGIFANOIONNG O 0 THAOWTITHEFRAMEPEASNEETS3B4 THROUGHTHENTEGRALFINPEASHEET4 O O O 64 +BW-829 +BW-82 +80140.1 +1•764 _ >n •Iw am 68 +80141.1 +80J•BQ1 +/-70.3 APPDES TOQCOROANCni0R5 (SEE TAME NOTADPIIaB1E 'GLASSTYPESNTFROUGH _ .6HOREY 60 +679.3 N-704 SQ2• 17MAYNOTSE USEDY M SIDE 0 ' d 01.949 +6x7.7 JOHANNEL OR INTEGRAL 2=: f TABLEit: IEoBishae •FN FRAMES. tu0 XO Window Design Pressure,(+1-paQ z go (14411 2Ao 3116•TCap-Airspace-7/1VMAwWt$G Ea 7�PG 1S �z az �' -' � w®doN LMOSIM M) - v 4 q o Dbnmtan 7776 7B 61 83 as 87 91 94. 98 99 104 107 111 '- Z AUAWANE WAX O.C.SPAONG IF m 35' +BW-110 4801.110 +8W-110 +601110 +601.110 4801.110 t8W110 +801.170 +801.110 +BW-110 +801-HO .BW1140 +601-110 3 LU ANCNOSHEITZ 5 ANCHOTMEFRA PLRS WH 8 W aD ,eano +eW4fo +BWmo +eaafo +e.14o +e.lofle 4eW4o66 .eW4oz5 ,ea-taae +1101-1011 +eW4aa.e .ea4oal +1101.103.3 PERSX[[T is iMEFRAME PERSNEtT3 Z j 42 +801-110 +801409,8 +601-1084 4801.107.0 +801-108.7 +60110113 .8.106.11 +801.7038 +1101.1032 +116'-700.8 +801.97.7 +8W-98.4 +80140.8 SC [ORD - uY �c 3 44 +601.107.3 +801.105.7 1801405.7 +8.104.7 48W-iC0.4 4801.103 +801-?01.4 +80148.8 +801-967 1801-90.1 +80)41.4 +601-90.9 +801-842 G 0 48 +601.102 +801.101.3 +601.100.3 +60148.2 +801-07.3 +501.90.2 39 +67426' +8W40.4 +801-08.2 4501.87.3 +60144.4 +801$27 .60140.6 2 a � 60 +801.868 +801491 +BW98 +601.90.8 4801838 +80143.1 +00149.8 +BW-07.7 +00/•86.2 4BW443 +80681.1 +1763 41.77 G a• z N 51 4801-968 +80148 +BW-98.9 .8W-86.8 +BW428 4110142 +BW.B8.7 +8W UL4 +801-85 +BW-028 +1.768 41.77.7 ;1 3 � � 2 C9 3 fq 64 +8.061 4801869 +801.94 .801$11 +1101-09.4 +60148.6 +601.861 +601427 +BW51.1 M-76.8 +/-763 +1.782 N-70.5 5 p a .Z. 56 +80187 +801-83.2 +BW.91.8 +80140.1 +60187.2 fBW063 +801-825 +801.60.2 4/78.6 +1-78.3 +6716 +1•70.6 •nB x110 m 611 +80141.1 +80180.11 +80189 +BW-87.6 +BW-861 +801-04.2 +801-00.6 11.711 417113 H-73.8 H-702 4 01 48014T.6 +80147 +BW86.3 +801430 +50'-01.2 +M-MS +177.3 +1-748 41728 +1-70.4 `�apN•(LYNN I���i, rn 83 +BW-86.6 +wzte +801.8211 +6W-01.1 +170.8 44.76 +1.746 .6723 4670.6 N07E9; - .`�t:''uCENSF'•;�y 84 .BW-81.4 +801.83.6 is L I.7 +1.80 44.77.6 4!•798 +173fi +471.2 1)BUCK DIMENSIONS SHOWN. , 68 +8.822 +BW-01.2 .1.7114 .1.77.6 W-76 41-74.2 +1.71 2)F•ORSIZES NOTSHMK ROUND UPTOTRE No.58705 68 4/-00 +/-78.1 +1.77.2 +6764 +/-727 41.71.8 NFM AVABABIE BHOR70RLONa D�61ENSiOfL 70 4478 41.77.1 41.76 +1.732 +1.70.fi RN)l.OLSPAONGIf ANOIORING muLo.CSPAGNG6AwmRIN6 3)FORARCHRECTURALWINDOW9(BEE 6HEET 2), ;roj.1 1 '�+��;•171� IWi0UW/7NE PRAMEPFTl51aE75364 THROUGNiNE IMIEGMIRN PERSNEET4 FIND THE SLIALLEST 60UAAE WINDOW 912E IN Q ST. OF 72 +178 +1-76 +/-73 +1.71.1 AWUMTO16CORDM'QH THETABLE(S)ASOVE WHICH THE ARCHITECNRAL FLNID�;. 74 +1•74.1 +1-73 +671 WINDOWWILL COMPLETELY FIT WITHIN, ' his•"-.. a� (StETA81EA NOTAPPDCAWE •ASI�NAL ,: 70 ./•722 4/•71.1 lar 7z7a 44aafi ALYNNL16LEa.PB PE,iWM TABLE 12 WlndowDesign Pressure,(N-paQ Uamatwle TAJENTEBLE VERTNSIO 8MAY R I7 116"TCap-Airspace-7118•WHwith SG "mom 18 ORIENSNTALLNnG1LLV OR HORIZl3NTALLV 1-9 6HOWN. WIndnR, Wng sms pn) LONG Dlmmitam 60.846 64 66 68 70 1 74 77 Bo 94 87 92 97 es Lavo SIDE SIDE 32 +11M.11040 4601-110 4001-110 +0101-110 010101-101 .8411-110 .801.110 01601-++o <ea-uo 4801-10 4801-110 .8010170 #801-110r- s. +801110 4801.1410 <soatto i®i-tto +0101•+10 ,801410 .ea-110 +ea-++o +Ba-++o +80 1-110 +501110 .ea-»o .ea-no r PPE°•aM-PI,t.ESHORT Flald. MI mmEe. 36 +e01-110 +aw-lio. ,Ba-110 ,801.110 40/-110 4801.110 +801-4110 +ea-+410 +60/-110 +80/•110 +801-110 4801.1tO 4801-710 SIDE D D•r_ 15 39 +e011110 +101.110 4801-110 +831-1f0 +Bcy-1104801-110 +1x•110 1601-110 +8X•110 +801-110 4601.110 +801-110L 1 _4 SHOE 41417 xPmdw 40 48MLIJO 41X•170 +831.110 +SOd-1410 +801-110 +801.110 +501.110 +9X•110 +6x-110 +801-110 4801.710 42 +80.110 4801.110 +801-+70 4601 801 -110 +801.110 + .110 +aX-110 +801-110 +801-4110 +801.110 eY E 44 +BD1-110 +BG'-110 +601-110 48Y-110 4801-110 4801-110 +801-110 +801-110 +801.110 -T- 45 +9X-170 4601.110 +6x•110 #=-Its taw-110 4801-110 +SW-110 480'-110 �-LONG 610E�{ 1 49 +801-110 4801.110 +801.110 +e(9•110 +8x•110 +801.110 4631.110 & 60 +801.1410 .501.110 4101410 4801-110 4601-10 ,ea-4110 sSIDE � DE 92 +901.710 +60%110 4631-110 4631-110 1801.110 1110"T EFRANG6•HCNOWNO MUGHTHE MWAI.ANdIDRING ¢ SIDE 64 +801.110 QW-110 +801-110 480.110 TNROUGNTHEFMngPBESHEtT5381 7NR000HnE nvTEcitAIFlN D[a510Er1 L J a 60 +801•+10 +901.1+0 4801-110 APPUESTOB,[ORDANGgRS (SEETABIET) NOTAPPUCWIE ® 1801-110 +1X•110 118 GLASS TYPES I4 THROUGH 60.078 4801-110 IJTMAYNOTSE-CEUNNELUHUSENT INTEGELLL • FIN FRAMES. O TABLE 13: _ O N W Window Dtxlgn Pressure,(41-psQTIvyGexE O 3116"TCep•Alrapace-7116"HM LWth 80 'mc 17 a `$ WMeow Lwj SI66(h) _ X Lu x U) o menslom 77.78 79 at 83 as 87 at 94 96 99 104 107 111 118 120 125 138' 144 LZu m O a n 36 +801.110 4831.110 +801.110 +W-110 i8x-110 +=-!to 400.+10 +801.110 /6O'-4110 4801-t 10 +Ba-110 +ea-110 +8x•110 +601.110 +80/-110 4801.110 4601.110 1801-110 n> O 9 j 6 W 40 1801.110 +831.110 +801.110 4831-110 +801.110 4801 8x- .110 + 110 +101.110 +8011to +801-1 t0 Macy-710 .60. 6x 110 +=-Its + •110 +80/•110 4031-110 +50/•110 +801-110 2 a.Z 42 +801-110 4801.110 .8x-710 +9x•110 +801.110 4801-110 ♦BD1-110 +801.110 +801110 4BU41D 48x•110 4asPIIO +ex-41/0 .601.110 +W-110 1801.110 +bx-110 480'-110 O O 44 +801-110 +801-710 +801-110 +831.1410 .BX-+t0 4811410 .801.110 +601.110 4WII0 +ex-10 /ax-770 +Ba-no +601410 iea-n0 <Bw!llo 4801.110 +001-1103 4B +801-110 4901-110 +801410 +831-110 +801-+10• 4801=110 48a-NO +8x•110 +901.110 +801410 4801-itO +60/-110 4801.110 +831.110 +601.110 4801110 ® OD W E+"0/ 50 +801.110 +001-+10 +801.110 4801-110 +801-110 +601•+10 +6x-110_ +S0/-110 +601-110 4801.110 40W-110 +801-110 +W-Ito +Bx-110 +801.110 ex +801-110 51 4801.110 #801-10 . -110 +er-4110 .601.10 +ov-1+D .801.110 +001-11C +8171-170 +801410 +ea 801- -1lo + 110 +PD1-1+0 +6x-110 3 e+ t� 64 ISW-10 +9x•110 4631.110 +ea-10 +ea-110 /501.118 +8x-10 +601410 +801.10 +ex-1410 +Ba-10 +e01-1410 +90.110 _ w ` 8 68 ,aw-110 +901.10 +901410 .1.110 +801.110 4601.110 +WIIO +W-1110 +80.10 .101.10 +501 01.1 alto +80 o 68 4801.110 4801.11D +80. 901 110 + .110 +801.110 4831-110 +501AIII 48x-010 +800-110 +6X-110 +8x•110 U• Z 6+ +101-110 +1331.110 .8(9-4110 +831-f+0 +8a•tto 4001.110 480x-110 +MAID 480-110 +801-110 W � 63 QW-110 +4X•110 +901-0410 +8&-110 4101.110 4801-110 480M1D 40.110 +SC'IlO $ p a 64 4801-170 48X•110 +801.110 +601•+10 .BW-110 <Sx-110 ,831.4110 +6x•+10 66 +8x•110 +BX-+10 +801-110 +801-110 +601410 +8X-110 4W.1 f0 BB +BX-110 +8X-110 .101.110 +8x•110 +Wl-4110 ,BW-110 ���Ny LYPLV M/ 70 +831.110 4601•+10 +80/•10 49x•110 +8(9•710 MBII.O.0 SPALTNGIFANCRONNG MAE.O.G SPAONGIFAN010RING `'la�•`�GENS".. 72 +BX-110 21.! 631-110 4631-till 4131.110 TN9000NTHERLAEPERMEE6364 tHIl0U6NTNEINTEGAALFIN PERSHEET4 f 7/ +SOI-110 4901-110 +9x410 APPUESToe,10RDAN04 =*: No.58105 •• 18 01831.110 i8x-110 ISEE TMlE7) NOTAPPUrAmE - - 7 77.78 +801.110 '�STA7COF5:•U/w` NOTES: %SS/ONAL 1)SUCH DIMENSIONS SHOWN. •ETI E E,E E 111 3)FOR=NOT SHOWN.ROUND UP TO TILE NEXTAVAILABLE SHORT OR LONG DIMFIJSION. A LYNN MLLIEEL PE 3)FOR= WINDOWS(SEE SHEET2),FIND THE SMALLEST SOUARE WINDOW SITE IN THE TABLE(S)ABOVE WHICH THEARCI9TECURALWINDOW w7LLCOMPLEEELY FIT WrIN L P.F166165 3.300' 3.800' 9.690• —y�—.062- —yf---.D6�• —y�— ,.48 , , .6I,- —yF--•.6ep• Q QQ 7 �. �. 7. �DoQ ,.4B3• o � o � .To1.375' OK��F E .r� O2 FUWOE FRAME 1.376' OINTEORALFIN FRAME a �1 EQUAL LEOROX FRAME 1 L 1 j 1.375 .II1 I� a01• — I •L_F.175 O' (DANCHORCOVER 07ISBFAD @,•BEAD TABLE 14: M Part Description Material 1 620117 J-channel Frame 2 B2D718 Flange Frame - PVC 3 620119 Integral Fin Frame PVC 4 820120 Equal Leg/Box Frame PVC 5 620133 Anchor Cow PVC MITERED 6 720138 718'Glazing B3ad PVC CORNERS WITH 7 720135 1'Glazing Bead. - _ • PVC INTERIORAND EXTERIOR _ 74 18ackbeddlng,GE 7700 or Dow 791Silicone WELDS _ 76 Quenex Super Spacer nXf with Hot Melt Butyl Composite 78 Quanex Dutaseal Spacer Composite ' Dwa dr'•a•Fb MT 77 CSfdInal XL Edge Spacer Composite Neu 78 71646N 3eNllg Block 718'x 1`x UB°),F.5♦!-5 dura. EPDM 36„1 yn.6. _ O FRAME a1 1Mulq ASSEMBLY DETAILS 7 EXTERIOR 1 � _VINYL FIXED WINDOW NOA(LMBSM) _8 9/9f14 Na.58705 _ BOM&ASSEMBLY 8m J ROSOWSKI '9°• 5••?�; '�O'•. 5A'E O ® rc 1 F CERT.OF M11H.97e2iB FSS.,,<ORIOP,. ���: 1)SOME PARTS NOT SHOWN FOR CIARRY. 1070 TECHNOLOGY DRIVE 2)ICNANNB ME FRAME SHOWN.PARTS 91.OTHER FRATYPES APPLY. III 111 i 1"` 3)ITEMS 18-73 ME NOT USED AND ARE NOTPART OF THISAPPROVAL N.VENICE.FL 34275 A LYNN Ml1ER,PF. aIROYALPVCTOBELABELEDFORAAMAEXTRUOEROODE. (941}480-1600 :PW-5620 NTS j 11 OF11 e: MD-6b20.0 P.EJ63}os I MIAM FDADE MIAMI-DADS 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.miamidade.eov/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 i 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"5500"PVC Single Hung Window L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window lnstallatibn:- LM",sheets 1 through 13 of 13,dated 05/15/15,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 beer 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 roduct: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. NOA No.15-0519.05 rtlarlaaaoE couN ry Expiration Date: July 30,2020 �12�tj5 Approval Date: July 30,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. ' DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets I through 13 of 13, dated 05/15/15, 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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report-No. FTL-7964,dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test.Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic,Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series,5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14,signed and sealed by Idalmis,Ortega,P.E. C. CALCULATIONS 1. Anchor verification-calculations and structural analysis;complying with FBC-51h Edition (2014),dated 05/15/15,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). uuelpeez,P.E. Product ContrdLExaminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 B-1 . I 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (cowwuw) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(CIear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 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-5th Edition (2014), dated May 15, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated May 15,2015, issued by manufacturer, signed an&sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. G. OTHERS 1. None. Manuel er z,P.E. Z/ Product Contro aminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-2 ANCHORAGE E]CWPLEFOR 26V8'MAXO.CL �.yS• ANCHORAG MAPLE DESIGN RERATIN0 IMPACT RATING RADA)&70P W MAX BUCK WIDTH MAX,O.0 FORARCH-TOP VARIES PER REINFORCEMENT LARGE 6 SMALL NISSILE HEADER(Slµ 17 MAX FROM �, 1r MAX. / \yWH �IT �� LEVEL.SEE SHEETS 6-T IMPACT RESISTANT VAIACIV TYPES) V!�, FORALL FRAME 6FJW SlSEE-_ ,)-AMAX O.C. � / 1p MN(.FROM � 52MAX-iW �WIDTH SHEETS 17 MAX A,ET3 77 MAX. FRAMESEAMelk I j1 SHEET3�• 30'FM)L O.G SHEET. - FIXED VIS®L D,ST4 B&B A BFE•`- 17 LXRHT WIDTH SIB0..SEE�.-�.3T MAX O.C. bT.SEE - 1 FIXED BL __ BPD VISIBLE- 17.7/B'MAX.OF. T3 81¢ETI / EQVALLY 17-RIS'MAX O.Q SPACEDTABLES." HEIGHT -1_ EQUAILY� 17-718•MAX O.C. ARTNAIYFB iF11 O / O / MAX ANCKIORIB PER / er BUCK TABLES&i1 / HgGLRT HEIONT -'- 1MAX - ^ Bur AS SHOWN T MAX X I u _ t!JM�O.C. BUCK HEIGHT X - 1 O.C. X - - A 10-MAXIO.C. HEIOHT I .X LI MAX AX) - 7/f 13-Y�4'MAX QC. 1 -71 -1 BASH 1}3y'MAX.O.C. EQUALLY _ f�IIAILY //''' 13Y4'MAX QC. EQUALLY JJJ SPACED / �_ BPAC© - / VISIBLE � SPACED -�- v� SEE ANCIIORH PBR - ANCXCRB PER - 110HT ANCHORS PER I TABlE9&tl A�- TABLES Ptf XgOHT A I TABLESO-11 1A �BbB Q -. ._. dt?MAX "..-..-- ...- 61ll NAX &t7 MAK B NDANCWR9ATSBL ` B� JNOANOIOFBAT SBL Bf1 AR Ai, D�--•-�.. - 1-1N' . SEE SASHMSIBLE SEESKL WEER TTI BEES0.L WEEP-. BEESu1WFYP- HOICH�AIUL - LLLWTWIDTH HOTCH OEu34 5/'MAX:BUCCWIDTH' ._NOTCH OLTABQ NOTCH OETALS. SHEET. SHEETS SHEET SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR NP.FLANGE FRAME '� ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CON SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIELIPROVIEW CONFIGURATION FOR SHOWN WITH EQUAL-LITE CONFIGURATION FORcusTGM conADE CONFIGURATION uv TO ANCHORED THROUGH THE NAIL-FIN 76'HEIGHT SEE TABLES 7-11 ALAR ANCHOR DIMENSXM FOR OTHERCONRd1RATXINM GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED B TESTED TGODMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE,NCL.UDINGTHE HIGH VELOCITYNURRICANE ZONE(HVKZ). 2)SHUTTERSARE NOT REQUIRED WHEN USED IN WINO-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30•INTHE RNI;TKE OUTBOARD LITE(CAP)MUSTTEMPERED. 3)FOR MASONRY APPLICATIONS M MW.O-OADE COUNTY,USE ONLY MTAMI4)ADE COUNTY APPROVED MA6ONRYANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONSWERE SOUTHERN PIE,ASTMCSO GENERAL NOTES.._.--.1 CONCRETE MASONRY UNITS AND CONCRETE WITH AVN.KSI PERMIOIORTYVE. ELEVATIONS.-...__- - 7 4)ALLWOOD BUCKS IE68 THAN I-IIrTHICKARE TO BE CONSIDERED IX INSTALLATIONS.IXWOOD BUCKS ARE OPTIONALIF UNIT IS NSTALLED INRECTLYTO SUBSTRATE WOMCUCKS - FRAME,GLASS 6 ANCHOR OEP'CTEO AS 2XARE t-1/2-TRACK OR GREAT ER.IX AND2XBUCR3(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE SMUCTURF-WOOD BUCK DESIGN OPTIONS..-.._-.-2 AND INSTALLATION 19 THE RESPONSISLRY M THE ENdNfER,(EOR)OR ARCHITECT OF RECORD,NOR? INSTALUTgN,FLANGE B 6)ANCHOR EMBEDMENTTO BASE MATEWAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF Swam LENGTH TO ACHIEVE REOU'RED MN.EMBEONENT.INSTALLATION ANCHORS EOUALLEGMOX---_3 SHOULD BE SEALED.OVERALL 3EMNW IASHINO STRATEGY FOR WATER RESISTANCE OF INSTALLATMSHALL BE DONE BYOTHERS AND IS BEYON DTHE SCOPE OFTHESE NSTRl�TI0N3. INSTALLATION,INTEGRALFIN S)IN'MAX.SHIMS ARE REQUIRED AT EACHANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OFVW SFERIHNGAPRJED LOADS. &.LC A NNEL..----4 7)DESIGN PRESSURES: GLAIJNG DETAILS-----'5A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLETESTINO AND GLASS PE RASTAI E1300 DESIGN PRESSURES- 6-7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL S CYCLE TESTING AND GLASS PER ASTM E12M ANCHOR OUANTMES--&10 B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIONEO TO RESIST THE WNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESBURE,THE33-113%STRESS INCREASE HAS NOR BEEN USED IN EXTRUSION PROFILEE.._._./1 THEDESIGN OFTHIS PRDOUCTAHE1.6 LOAD DURATION FACTORWAS USED FORTHE EVALUATION OFANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACTWITH OTHER OSSIMIARMATERIALS ASSEMBLY&PARTS LIST.-`.12-1 SHALL MEETTHEREQUIREMENTS OFTHE FLORIDABUIIDING CODE FOR CORROSION RESISTANCE. - - 91 METAL SUBSTRATE TO MEETAO)L STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDABNLDINO CODE ANDTO BE REVIEWED BYTHEAUTHORITY LLAVING JURISDICTION. +PP�1W uamplNoCaBA Ib- 10)REFERENCES:TEST REPORTS FTL-7884&7CSBI ELCOULTRACON NOA:ELCO CRETEFLEXNOA.ELCOAGGRE-GATOR NOIR ROYAL WADGWAND DOORPROFBES.LTDINO,TE BBRONIIFRIGMFRSADES OF pNylA. nB•C CAPCOATEDPVC EXTRUSION NOA&NATIONAL DESIGN SPECIFICATION FORWOOD CONSTRUCTION.ANSVAF&PANDS&ALUWNUM DESIGN 0.m _- 11)APPLICABLE EGRESS REQUIREMENTS TO BERENEWED BY BUILDING OFFICIAL Y /,� RMAb UD Dcm: ReN1oIN NOAF LYNN M1l/M1M1�O�', Mi.w e� USER INSTRUCTIONS: :���;•• GENSF••.,R _ Iti 7)DETERMINE THE SHE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. ��'• ••.iN�� NNnb ep ��� - 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 'T' ND.58705 31KNOWING YOUR GLADNO OPTION(TABLE IA WINDOWCONFIGURATION AND SIZE,DETERMINE YOURWINDOWS DESIGN I I _ p�BO PRESSURE FROM TABLES 4&.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW = GENERAL NOTES&ELEVATION J ROSOWSKI- OPENING OBTAINED IN STEP 1. TABLES FROM _ --O Q'�S L((` YSOL RE OUR OPENN HG'S COTHE A NDIWiION FROA NLTABIES 2 OR 8.ANOI1.THATALL MN.REQUIREMENTS FRRf DSTIFY THE ANCHO SU TONW771�1351 ETSET ARE METS %FOR O S TE F �w� 107D TECHNOLDtI'DRIVE ]plr. Oefr B)INSTALLAS PER SHEET3FORTIWU-RAME INSTALLATIONORSHEET4 FORNTEGRAL FIN INSTALLATION. ;�(,�ti••FLo!r � N.VENICE.FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 i,NS/LDyHNN AMI((-L L•pE Oq(T(.84O0F-R4U8M0-.1+620802N.emNTS s :"OF 13 1 aMDSH5500-01R _ INPRESSURE RAnNXDETERMLNATXN IS THE FAME PROCESS FOR ALL FRAME TYPES WCWNEL,FIANOE, SH-5500 FOR EQUAL PBlfdl03 t TABLE/•ALLOWABLEGIASS TYPES Nan Deals.Preaate Frame Olga Frame Prime TYPa Denripllon(Umbed from Exterior to Interior) Table ehaatA T7Foa OpSoua Canoga shape. Installation Won.that may be and 6 716•laMotod I.O.:tla A Exterior G 711e AO 9prw 6118'LamindM;R)Utes d1dP A One Wth.Om'PVB ft uhnor 4,5 6 (ne Rg e)(as Table 1) (6'e FIO A) (6'e FlO C) 6 TIS'Lad.atad I.G.:t1a TE.Ndor Cap-7118'At,Space 46118•Lemlutad; Uk.dUa Alia.WUh.Ow PV8 Iola . 16 6 ...Into 2XWood Framefeucbldp-abod3,optton1 7 718•Laminded LG.:3110•A Exterior Cap 4 31W Ab Speed r NIV LemInated;R)Lka of Ila A Nan Wth.o9e PVB tdedsysr 6 6 Flange Equd{Ae, S4urelRsd.'Through me eams...Jato GwdefCMU-Sheet 3,option 2 6.16 Oda!/P.1m AcMTap6 dtMu4ld. ...through IXBuoka Into OoncnldCMU-about 3,%Q.3 B 718'IeMalsd I.0.:3116'TFstedorCsp 316•Ai9pxs 4 5116'lamindsd;R1 Lia d1B'A[iaa WU.OBO'PVB htMeYer 4.6 6 ) 5 C,%W Rada Top t� B TIB•tmMnatad I.G.:Ila A ExbAr Cap 4 7/18'Air Epson+5MW L4minoud;R)Utes of lIV H Glass Wlh.Oor SO kdadayar 7 7 -...Jnb Mold..had 3,opdm 4 10 Tia LaMaled I.G.:Ila T EstedwGp•7116'At,Span-611W Laminalad;(2)Uln d 116'H Nun WIh.OW 90 ederisynr 7 7 A B ,,.Jnto 2XWad FrrrMBucketdp-abod 3,option 1 LaMatad I.O.:3116' Cop A Eatuer p 4 3Air GPM 4 Nle LemVvtod;R)Ulm ofl/e H Glen Wth.OW SO ldsdsyer 7 7 Eque LS M 5-10 OdaPmdaw RMT_up i-Through the name...Ants Gacmte/CMU-sheet 3,option 2 12 7IB•Lemknlnd L0:3110'TEatedor Cap t 516•At,6pae 4 6111P Lnntlated:(2)I.R. f W H Mae Wm.080'SO W.,byer 7 7 aim) 6 Catbga W.40p, dlhe WIT&M.-....through 1XSuckatdp Into CwcmWCIAU-shed 3,cptlon 3 13 ?f6'Lamlalad 1.04 Its'A Ealodor Cap r 5116'At,Spaces 71la Lemlrvlad;(2)Ula of 3116'A Nan W1h Ase 3G kaMayr 8 7 ....Into Mdd-shed 3,cow 4 14 7I8•Lnw ted TO.:1/4 T EmerierCap 45H6'Air Spas 47/16'Lamertsd;(2)Line of3ftV A Nos Wth.NV SG hhtedayr 8 7 the ...AM.2XWaod FrmNeucWMp-shed 4,option 15 ITArLa.kutad l.O.:XIIP A EiddofGp 4 IW AY Span 47116'Lam5uted; Utes 43116'A Nese Wth.086'SO IdadaYer 7 7 Jthrmd EqueHge, SquardRect„Integral fn,.,,.. R) 5-8 OdoUPfWm Amh TapB ...Jntc 2XW-d Fmm 7 18 7B'Larolat•d1.0:3118'TEateMrCap♦1!4•Ak 8paea4711e LeMatnd;R)Ubad9llaANoe Wih.O80'601Medsyu 7 7 gH) 6CR`ge Rtlw--Tap .11.Wthelrarro•••Jnto 2XWooded 4.opea8 shed 4,option TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES S.7,9.111.113 Th Ne h the .....-•.hlo 2XW-abod 0.ap0on 0 818 MAY HOT BE USED IN E 7Nouph Ds ...lnlo 2X Waod FlamdBucWMp-shed 4,oPllolh S Min.Edge Min. Integral Fin Nd-til°' equare/R°d.,Integral N...... ...Into Metal-ahead 4,option 7 Group Anchor Substrate THE HVHZABOVE 3D. 5.0 O&UPrW- Arch-T 6 - Dialance Embadmone • @13) 6 Cottage, Rada-T-T ap ThDgh Bad earro•••Jnto 2X Wood FrrndBacbtdp-shed 4,op5on B ,luto Mdd-annul 4.aptlon6 010 SMS Steri,A38• 3'8' 0,050" (Died.`41 S.S.) BEYOLIN.ND DTHEMETALAVS •A'=ANNEALED Or 4105.8.) Sheol SWQ A653 GL 33' 316' 0.0451'(18 Ga.) gEYONg THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES 91•=HEAT STRENGTHENED A AltanO.n,6063751 318' 0.050' SUBSTRATE.FOR 'r-TEMPERED P.T.Southern Plus(SG=0.55) 7118• 1313• STEEL� . DS• p •Fve•r.oBD•IARACTTEOFVB IAN.Po45 KSI& /y' SY KURARAYAMEWCw INC. 3116'steel Ullrioal Comet.(min.285 kel) 1' 1318• LGN.Fy=33KSL �y�j !' IMed(WIU,(ASTM C-90 21? 1-V4- •' 2 4 -SG'-JraO'SE4TRYGLASO P.T.Southern Pine(SG=0.65) 9f1G ta18' 'UNGROUTED CHIP INTERLAYER BY KURARAY 012 SMS Seed, 316 Q05e VALUES MAY BE BOX OR AMERICA.INC. B (sled,1118 S.S. 3ted Sttld•A653 Or.33• 318' 0.0451•(18 Ga.) CMU APPLICATIONS.USEDFoRCRD-s FLANGE E EG __SO _ Or 410 S.S.) LEG, ALSO BE MANUFACTURED 0Y Y Alumkuan,606375• 8- 0.083• EOUAL-LRE OWE. COTTAGE Concre(e(min,2.85 kei) T 1.314• KURARAYAMERICAI7X;. C 114'sted Ullricon Unpatted CMU,(ASTM G80) 2112' t-1f4• FIGURE C:FRAME SHAPES V4•steel Cleeekex Concrete miR 3.35 kep 1• ta14• -r(Bu«mom. gucXwmTHF�--►(BucKwmTHI�- V'F 1f4'steel NflaoOn COnCmte(mlR 2.85 kd) 2112• 1�f4' -- ' V4.6.31 UIInsic P.. oulhem Pine SG=0.55 1• 1318• r 1 3 1/4'seed C relefml Concrete(Mn 3.35 kd) 2-117 ta14' •' T T J•Ct1ANNE1 IHTEC:+AL D 114's1e31 CmteBex Utgmulut CMU.(ASTM 0.55) 2-117 �14114* _P.T.9 mPlne(3G-0. 1' 3114•deal AggmGd. Catomte(min.3.275 kep 1-1j114'Steel AggroGalot P.T. Ied C m PIM 8G=G55 T ..(. Gmu1e0 CMU,(ASTM C-UO) 7 7 RECTANGULAR RADIUS-TOP ._L. MCM-TOP 1 TABLE 3:AL INTEGRAL FIN YANDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY app•xd umvPl11a8 rid m BE USED BY INSCRIBING THE SHAPE INABLOCK AND OBTAINING Min.Edge Nil, DESIGN PRESSURES AND ANCHORAGE FOR TKATBLOCK SIZE FROM Florida n!C Group Arhdhor Subatrah Did.noa Ernbedmenr THE TABLES OH SHEETS 8.10. V.tr NOM E 2.117 x.131'Cannon Nell P.T.Southern Pine(80-.65) are' 27110 ;�N,i�YHN Agf7F,iA' 1t•d•W q: 6''b' tbHrtw vI rr v 21?Ring stank Roofing Nell P.T.BMhem Firms(SG-.W] 316' 2-7118' �O ENSE'••.;p FnT P.T.fiMletn Piro(80=.56) VY 1.516' it mrH•ra W. Do06 Rnfikrn 010 Tnnelmd 3615 �.: (etas,18A e.S. Aiudnum,608175• 3!e 0.050" ;�; Na 56705 _ 6'r 4108.8.) Sled Stud,Gt.33' are' 0.0451-(1800.) _ : �_ D,-yg,,.hr F I Steel,A30' are• 0.050' TH E.ADD3BEYOND --o g IS ;w GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Sou hom File(30=.55) 8116' I-W THE METAL '}1-•. 5T TE F Z. 1070 TECHNOLOGY DRIVE Ban. Dale F (sto012SMS s Alunklum IN103T6• are• O.OBT' SUBSTRATE.Fort �•Oma'• FtoR��"•'ate. N.VOCE R 34278 SINGLE HUNG WINDOW IN -LM 05!15115 Steel Stud 6'r.33 are 0. STEEL STUDS, FS E ) a410s.3.) MOLw.d6K5a S(ONAGr (g6'-46D-two _� Steel,A3V 318• 0.05V lun.Fr33 KSL ,Pa PEFSaAtS CM.OF A n.1128206 SH-5500 NTS 2 OF 13 MDSH5500-01 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATIONANCHOREDTHROUGH FRAME ANCHOREDTHROUGH FRAME AND IX DIRECTLY INTO CONCRETEICMU. BUCKSTRP INTO CONCRE EICMU. 'OPTIONI EDGE DISTANCE LEENOTE2,THISSHEET. EMBEDMENT ANCHOREOTHROUGH EMBEDMENT FRAME INTO 2X WOOD VC MA%smA /e v4•MAxsHM —� FRAME BUCKSTFUP- SASH B SEE NOTE 2•THIS SHEET. l� EMBEDMENT 1 +6 LIGHTYADTTHH 17 EDGE FLANGE FRAME 1 1 EDGE _ DISTM'CE 6HOWN JL DISTANCE —1- 44 BALANCE 1 w TWMi SAH - - I—AN QiOR LLL...SHIM TYR BEDMENTAND 42 WITH SASH a TYPE.EMBED_ 2 TYP.ANCHORTYPE. EMBEDME EDµGDE_ WEIGHT 54 AND EDGE EMBEDMENT AND EDGE DISTANCE PER 31 DISTANCEPER TO DISTANCE PER SUBSTRATE• . SUBSTRATE, EDGE 6UBSTRATE 1 18 SEE TABLE 2,SHEET 2. SEE TABLE 2.SHEET 2. —t-n rE%iERIOR 8-! 4- .r DISTANCE SHETABIE'1. ' '•.' � SHEET 2. ti. FD(ED VISIBLE •. FWED 18 21) OFT.SASH TOP _ FLANGE UGHTWIOTH -� I EQUAL N91BLE LIFT RAIL 2 I FRAME BUCK _ LEGAIOX I HEICBIT FORALLWINDOWA: NOTES;' SHOWN r WIDTH FRAME +ANCHOR®365 HORIZONTAL SECTION A-A SHOWN �— 49 48 FROM END AHD AT 1)USE ONLY 21 CENTER 6UBSTRATE-APPROPRULTE 22 ANCHORS LISTED ONTABLE 2. SM: SMEET 2.FOLLOW EMBEGMENTAND DADE APPROVED MULLION,FBC COMPLIANT ALUM94UWMEL FRAXNGOR STEEL STUD. D A00 AD0070NAL EDGE DISTANCE LIMITS.ANYMAYBE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES.TABLE 2.SHEET 2. 9CREYV90151$ �TALLATIONOPTION SHOWN MAY 14 46 48 47 36 FROMEND. BE USED ON ANY SIDE OF THE Y FORWf4DOWSWITH WINDOW. 1N•MAX BUIX e0 O +8 BOTTOM LOCKSt ADD ADDff10NAL 2)MASONRY ANCHORS MAY BE SLUM BWOR3PJLUNEl IWMA%. SELF-0RBLNG— SHN HEIGHT FROMSCREWSEND. SHEET 2.A L WOODASBUCKS SLESTABL2, SMS O6),SEE -� - I 85 30 -� FROM ENO. THAN/IN'THICK DARE TO BE TABLE 2• &ASH CONSIDERED 1X INSTALLATIONS.1X SHEET2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS DEPICTED As 2X ARE 1-VrTHICK OFT86 +8 USE EITHER OR GREATER IX AND 2%BUCKS f 86 LATCH OR (WHEN USED)SHALL BE DESIGNED LJ 30 84 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE - EQUAL INTERIOR 31 TESTED UNIT THE STRUCTURE.W000 BUCK FRAME - LE(UBO% WEEP LOCATIOM S-SW DESIGN AND INSTALLATION IS THE SHOWN o -FRAUE NOTCHES AT Bp FROM SASH END. RESPONSIBILITY OF THE ENGINEER J SHOWN EACH END. - ORARCMIECTOF RECORD. o E_XTERIO_R 6 86 ' SIMS]BLEUGHTIM THORHEIGHT INSTALLATIONOLSO - -INSTALLATION 67 OPENING)IS MED TOAD FROMDAYLIGHT OPTION4 OPTION OPENING)O BEADING. FROM 4ppmd®wmpp.a.wm. EQUAL-IEGROX - - 1M MAX SHIM BEADINOTO BEADING. ANCHORIN THROUGH ANCHOREDTHROUGH FIa1N y FRAME SHOWN f- o � 1111111r FRAME INTO METAL FRAME INTO METAL NON - ��ONT LYNN R"tr'e Br• °mr Rwttae 1 eel• w 27•X135' NO ANCHORS ` �.:'JCENSF'••.F,P'� eM +y. DiJyf WEEPHOIE REQUIRED IN VISIBLE LIGHT FORMULAS Tt; W��® FLANGE OR N..50%05 2.8T'FROM O • • EQUAL-LEG WADTH , EACH END. .. FRAME SILLS GSASH:BUCKYADTH-0.1*- � Ds,Wpem: 'JR mm 7 ®FIXED urE:BUIXWIDTH-+1rB• •. )S ::'L�; FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI . NEKYITIGQUAL•LREl -�T A'LOfiE1DA �• 1070 TEdOKIL00Y DIM TWb Poia VERTICAL SECTION B-B BUCKHEKTTfQ-318HT ,F� ••.......• `G�,: R VENCE,FL 34275 .SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �riS�ONAL E�.� (B41)-160-+60D s.n../Noa.E srw.• a o�,.o-q No. a,: Alb�Ie�'E�RPE CmT AUn+ /x62ne SH-5500 NTS 3 OF 13 MD-SH5500-01 i INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 5 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMSEOMENT WOOD FRAME ORBUCKSTRIP.SEE INTO 2XWOOD FRAME OR F�EDGE DISTANCE ANCHOREDTHROUGH INTEGRAL Imo-EMBEDMENT-� NOTE2,THIS SHEET, BUCKSTRIP.SEE NOTE2 THIS 5HEET. FIN IM02XWOOD FRAME OR --I- M MAX SMW BUCK-STRIP.SEE NOTE 2THIS EDGE DISTANCE 1s IN-MAXSHIM SET' TYP.ANCHORTYPE, SASH VISIBLE r_ J4CHANNEL EMBECMENTAND EDGE ]- 1B _ LIGHTWIDTH I 17 FRAME 1 DISTANCEPEASVBSTRATE, U SHOWN 1 SEETABLE2,SNEET2. (SCREW SHOWN) 40TYPB LANCES O EMBEDMENT ZIM MAX SWM 42 WITH SASH 1 TYP.ANCHORTYPE, DISTANCE ^ WEIGHT --- DISTANCEHTAFID EDGESUBSTRATE, L� 31 DISTANCE PER SUBSTRATE, -� OSEE TABLE SSHEET2 EX1F78OR 87 - TYP.ANCHOR TYPE, 18 (NAIL SHOWIO ...N4fEGRAL EMBEDMENTAND EDGE J FIXED VISIBLE _ 3 _ FIN DISTANCE PER SUBSTRATE. FIXED 19 20 OPT.SASH TOP J Nd -1 LIGHTWIDTR FRAME SEE TABLE 7,SHEET 1, VISIBLE LIFT RAIL FRAME I 1 6XOYM (NAIL SHOWN) LIGHT IIFy-- HEIGHT FORALLWINDOWS: NOTES: SHOWN 1 ANCHOR 03 5g BUCK VAOTH °9 21 FROM ENO AND AT 1)USE ONLY HORIZONTAL SECTION C-C O CENTER. SUBSTRATE,APPROPRIATE 22 FORWINDOWS ANCHORS USTED ON TABLES 2&3 OVER 38`—"DF: OF SHEET Z.FOLLOW EMBEOMEM DADEAPPROVED MULLION,PBC COMPLIAM ALUMINUMISTEELFRAMM OR STEEL STUD. 72 D "� ADO ADDITIONAL AND EDGE DISTANCE UMIIS.ANY 114•s11W Imo- MAYBE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES.TABLES 26 SHEEf2 45 48 47 SGRE155®18518' INSTALLATION OPTION SHOWN MAY 14 36 FROMFNIT BE USED ON ANY SIDE OFTI£ BUCK o FCRWINDOWSWRH WINDOW. HEIGHT BOTTOM LOCKS: WIDOR#12STEEL 114'MAX O D 18 ADDADDMONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLDIG ._..II SHIM SCREWS 8S-IV USED INTO WOOD AS PER TA81E2. SIAS(06),SEE I r:. 85 30 FROM END. SHEET 2 ALLWOOD BUCKS LESS TABLES 263, [[�� SASH THAM-WTLOCKARE TO BE SHEET2. I-') EXTERIOR VISIBLE ASHCONSIDERED 1X INSTALLATIONS U 1X WOOD BUCKS ARE OPTIONAL IF (t7 UST UNIT IS INSTALLED DIRECTLY TO r HEIOFff LATCH USE EITHER SUBSTRATE.WOOD BUCKS 16 LATCH(SHOWN) DEPICTED AS 2XARE1-ITPTHICK OPT, 60 LOCK 3). OR GREATER I%AND 2X BUCKS 85 (WHEN USED)T ALL BE DEMOONED (2)1' 81 3D 83 TESTED UNIT TO PROPERLY 7RIW8FFA LOADS FLANGE RE/OR 31 LOCATION 6518' .... FLANGE REMOVED -INTERIOR I TO THE STRUCTURE WOOD BUCK WEEP`I` FROM SASH ENO. IN-FIELD NOTCHES AT 80 DESIGN AND INSTALLATION o RESPONSIBILITY OF THE ENGINEER IRAMESHFN EACH END. NO ANCHORS ORARCHTTECT OF RECORD. FRAME SHOWN - REOUIRED IN FRAME 7 .SILLSIFACHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIORINSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION? OPTIONS 711'MA% BEADINGOPENING)TIS o BEADWQDFROM ANCHOREDTHROUON FI," npy NT�BatIYLI. INTEGNAL FIN - ANCHORED THROUGH FRAME INTOMETAL FRAME SHOWN SHIM ` 1LL111111"I" INTEGRAL FIN INTO METAL (INTEGRAL FN nANGE REMOVED) AOA, 17'%116-WEEPNOLE ``•`a0,:........_7/(��i� Id Bi= WtK R.Mddv IU .-M.c. OW/COVER®2.87- LTGENSg •.F.p 38 FROM EACH END. I T n�u p VISIBLE UGHT FORMULAS =TF Na.58705 {c' RMn° lbts: RMJorc TYP.ANCHORTYPE. EDGE DISTANCE - , FAIBEDN@NTAND EDGE WIDTH - DISTANCE PEUE3,SIRATE, — 4BABWBUCKW87TWID7H. ''O � s�'�` - jCHANNEL&INTEGRAL FIN FRAMES JROSOWSKI SEE TABLE 3.SHEET2 - EMBEDMENT h- ®FINDLRE BUCKWID7H•/5ftl' %�.T (SCREW SHOWN) :Q�.• A OF .•i HEI0.4TIEOUAI.LITEI � �(`'••.R(Ox10A,.• \\�� 1070 7FD@1DLDOY DRIVE M. Date �INsoTAALLTHROUGH A�OPTION FIN VERTICAL SECTION D-D BUCK HEIGHTQ•3.15118 ';S/ONAI E��G N.VENICE FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 lrllllll It (841)-49p-1600 SwI.: Sn.t: --N, 1br. I ANCHORED THR FRAME OR BUCK- A°°�NOdaL• STRIP.SEE NOTE 2 THIS SHEET. A.LYWN#��PE CETff.OF AURL 128266 SH-5500 NTS 4 OF 13 MDSH5500-01 718-N� r 72.1 r .i 7�1�� 71W7,a.NG�L 5116'AIA PVB 5116'A/A PVB 5/16'A/A PVB 5116'AIA PVB 5/18•WH SG 7118'AIR SPACE 7118'AIR SPACE 318'AIR SPACE 3IB'AIR SPACE 711T AIR SPACE IIB•A GLASS 118'T GLASS 3118'A GLASS 3118'T GLASS 118•A GLASS aEXTEMOR I,, aEXTERIOR aEXTENIOR aEXTEMOR Cj E1DERIOR DURASEAL, DURASEAL., DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR —• SUPERSPACER OR SUPERSPACER OR SUPERSPACEROR SUPERSPACER OR CARDIN — • CARDINAL SPACER CARDINAL SPACER AL SPACER CARDINAL SPACER CARDINALSPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -�{ 7/8'NON. �- -+{ 719'NOM �+- --►{ 71B'NOM -� 7W OM 7AT•NOM SAT HBtSO I 5116'HMSG I 6116'HIHSG—I 7/16'A/ASG 7/18.6/ASG 7116'AIR SPACE 318'AIR SPACE 318'AIR SPACE 5/1B'AIR SPACE-- 5116'AIR SPACE 118'TGLASS 3118'A_GLASS 3116'T GLASS 118-A GLASS VB'T GLASS a EXTERIOR G]E%TERIOR a EXTERIOA �EXTEAIO,R <DEXTERMR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR— • SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 1,1 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7WNWO 7/8'NOM r 7116'A/A Sc 7116'AMA SG 1 I/r NOKGlASS GLASS TYPES O THROUGH 1/4'AIRSPACE 1/4•AIRSPACE . �R� 78 BITE Tm. '15 MAY OT SE USED 3118'A GLASS •3118'T GLASS WITH J.CHANNEL OR - 72 74 •INTEGRAL FIN FRAMES aEXTERIOR a):3I€1310$ OLA.ASTYPES 6,7,D,H.1J DURASEAI, DURASEAL, 31 - ,815 MAY NOf BE USEDIN SUPERSPACEROR— SUPERSPACEROR EXTERIOR THE HVHZ ABOVE 30. CARDINAL SPACER CARDINAL SPACER 4�m omnPlY6i�Bhb a GLASS TYPE 15 GLASS TYPE 18 el 1� JB / _O 1111111/ MOA/. N�LYNN bq�. AMaW B/: DoH: MNNn to Iu eloew q\..•..EN••..,lF • = :• No.58705 C • "•' .. GlA7JNG NOTES: - 'A•.ANNEALED / - DwofpDay TYP.GLAZING DETAIL "N'=HEATSTRENGTHENEDv iL1 1i�S• �_ GLAZING DETAILS J ROSOWSKI 'PVB'- W BUTACRPPAy%B E- BY KURARAY AMawA NC. ��••'.• 5AE -"-ABC SENTRYGLAVSY XURARAYAMERIOI NG FCORIOP:' ��: 107. TECHNOLOGY3 DANE 7RM: Oafs FOR LAMINATED GLAZING COMPONENTS.SEE TABLE I,SHEET 2. ' N1 AL Er.G� N•(044,Nj-44800-16x0005 SINGLE HUNG WINDOW IN-—---TION-LM 05N5/15 'AL1 I.III4EYL,PE Arlu�YaaL• Scolc Sllwt• Dn»D NA. RN. P.ED6E105 CERT.OF AM.129M SH-5500 NTS 5 OF 13 1 MD-SH5500-01 F R &m.aM Dpgn PrOaWn,b71� er�tY1•• DtarIaPMNn.mNtl t.4TTIAia•• DMI00Pnatun,lalllT as jMa � � BMIYW a,TAe R�P4 10N��ura a&BDGdDA bM NMI bMl•a1 t� tl]p •mD .A➢ •OeD -mD p �+����� M is iS4a>.a•M•ke0 wn•xAA •m3 aon ra0 10.0 SEETABLE9.11HEET8FOR a iWN•T 11ba-Nam rme AO •m0 •ra0 SEE TABLE 10.SHEET B FOR ANCHOR GROUP AND CIUANHTY. U••Y,t ltdl� lun•vsa .mn xn .mD .rm ANCHOR GROUP AND QUANTITY. Tw n•asm rmA -na rmo •1m emvtaAq. m.Om•adro xa3 -laa •Na aAa acus ia..A. nan.Am •m3 am wao •ma �fyOw men•nsa •me aA .mD aoe 1 lrM•allil •mD •a0 +mD •AD Bfo41 1138-Ud •mA -TeD •tl➢ -AA &.YkRpYv NOR.Raa ♦m0 •AD •mD •AA O HEADER NNLa eata6ni�CianU1LUAM0u+rL.6.s+.mEdWa[TaTtThfcmbvwfW♦a.rwm.ax+.aree.tWoavltu1lFtaaays6leulfrD1Aa,wDeb0Net..•..A A,1,lDwaa..1.+. amm1nxNt�asaaW1vaantTo•uld]a.aonDFda!eaaeenen11RDnnnnnn1nffnlnTTTfl1)•-•.•-..n••---.•-••.•saaRaTmAmn1aaxixtrf+]nTasa1ueba�a.snaaAeeeA0aaeneaaaxa ro�wroxA Nroronroeif ••••�.+�.•r•••♦♦wmmmmametlPmaOmv9e3nDDnnaDoeaD0o0D -•-•-•-.�-a.AA•.a-a•mAmAAAAmrAAA1Anoo0oAADi.I➢aaAnAD➢DooaAo ♦r••m•..•.•♦<r•+••♦mmo6mmmammWgaAmaeAl!e0SOn1lnDo0aDDnDbO0Da0 --.••••••-aa.•.•--An1aAAmximTAmmAAmA000maA.➢ADn.D00Oa➢Dooeoo O HEADER 2• RAIL MEETING RAIL 2723 23 cm JAMB JAMB H 9ASI HT HEIGHT 23 BILL BILL , .. , . ,61x41 11001-aan •ND A0 +a0 atYmF[t 140R•f131e •m0 AO +eUl A.i ' amDx usn.n.ex .mo >o •aD ea , o.�m IraR•m eso •mo .ma xA T— Ban-IIAN ♦ma •A➢ ♦m0 •m0 . . gN>oAb ab1T-aan •ESO •RD + -AD P.OJY• mdtr-mne WO •RD + -AD - SECTIONDETAIL FOR WINDOWS WITH m a.m.au m .avo anD .m .mo SECTION DETAIL FOR WINDOWS WITH ' LEVEL R1 REINFORCEMENT&GLASS TYPES 5,8,7&B eYd'Aa"'T 1080•�n ♦°°a +1°0 -1p0 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,R 7&8 -_ (REIIFORCEMENTSSHOWNINFIGURESABOVE ti�m xi•n•aan ♦mA aeD ma (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& 41,m1 a31e•men +mA aeD o ana APPLYTOALL FRAME TYPES& CONFIGURATIONS) ��' euD•al a°O .ma •10D CONFIGURATIONS) . N w1�sti. mall• am .avo <r] DIGIO(BilAb a•ea•roroibe•1• Bata•BIx •m0 AO ♦160 -0Dd' °pP'A. tan ROAMaW1.. ' N.A Tw 11.W •m0 .Aa .aeA ;O,S D.I. lL SEE TABLE 10,SHEET S FOR ANCHOR OROUPANO QUANTITY. NOAH ft*W BA: Dela R w- .Al W U ee P-kld 10"'V LYNN YYtO ��t�o''taCENSP."(�F•p�� RnbW SY• DOte RMdoe: P7• . k•: NR.SOTOS •'• Pff lusaripum omm 1)USETHESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIX. DESIGN DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PERTHE FIGURE. �0,�'•• G T F :'��� 10N. 0N VENIC FIL 3 2275 7m. - Gabe N`;•;�oNlgn.. X , SINGLE HUNG WINDOW INSTALLATION-LM 05/15N5 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEKT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN i•S/Q 'E\aG<` (941)-480-1601) S.,G•yuaetA sme F—V fa. a+1� ON THE TABLE. R:— --- P NS CERT.OF ADD.12920& SH-5500 NTS B-OF 13 MDSH5500-01 rABLE• LE 8' awwTTl• WLN1N1 Nt 1111 �10^�' 1M1L0N DLNpIPrwmlL,maltr 1110 aQwee•X LrnHAa Onbn Pliron lDrMl LH•ll•w1 bWlA_ AHD•MI+lln 1•Irt bOa.Aao• Aonm w1w9 lgwi N ) 11 M e� Ir YFf no FR+Iru 11JN [si .11U•A •ro➢-+100 fab EW IIJ01 •RO•flU•RON•l+U-1.110.0•lU•1 •ri0-Mo•1¢0•n o•111-tt BWNNA1p 1101-tUmn EW 11!)•1101 Nl0•HU•R1-1161•TU•1161.Tao nm0•111-710.0•R1•nao•Aa-tri-•IW NIr-+100•Mo M0.0•120-140•120 Mao HEADER nnT•A.im MOD•m.0•ItnO•AO•ItU•RD-IAL T•YI nelT-1101•T •I+rD•A.0•11.0•TLD•1160•NJ 1160 naN ww RO9-AOA .tW•RD•100•AO•ItU•AO nue NK+m0a111• ID09•Ar+1 •120•1110•ri0•1110•R➢-1110•no-1161•n1 4x60•AO-111J•A.0 All.0•AO-190 a... no MO.DNU MU•R.0•Ra0... .0•RO M 4 Jn.-H •n0•1%.•T0.0•Iqr•n1 im•AO•1100•110 M0.0•RO-•qJ 010 •TU Aho•IND•mA•11W•RO•nU•RO OW G+bwlb nw*n 2110-IIU•n.l-100.121 1140•111 M40•n0 411.0•Ar n1U•iU-1111•ND•Hnp MEETING RAL 611100 Corp n.Olt-ESN•AO•ItU•W-11U•RO 1101•AO nuo •narU 1.01•X1! •111•I1D0•R••1120 6441 410.0-A•X01•A.0-110.1•A 0•lID•nIJ•AO-110 _ M r4H1a 1612-316b•AD.fA.O rmD•IN➢•AO.11U•AO•1160 N 9 Fa0W1 m1n•AOm •110• o•AI-1100•R0-n l0•12.0•10.0•nD-110.0•R0•1100•AJ-MO-M-HI.. 27 w•1•eP9lw 1x12}•6!10•AD•1AD rAD•1101•AO•1101•A0 4- NRmAhdn 1Rfn•dXm•n••11.0•RI•+W•111 4100•RL 1100 rRD-110.0•mJ•1100 NU•IW•rip nuo OpxTm ONpaeb 1101-FJA•AD•ItU•AO 1111•IOD•1101•120 ntU Aas1U 1aetT•Rdb Nor•100•121-HU•120-tt.0•RO•1110•AO•1140•ln➢MU•Ar•to ...•120•1101 611+.1 fl7n•Wm•W0 nW•mD.nno•lU•1W.r•qo•+120 9091+ 11.FT-NJm•}0.1•110.0•10.0-1160•Ap•tA1•RO 4100•A.o M0.0•mD-164.1•T¢0•AI.1•ri0 M31 t�wl aLba•n111 •An.1 A0•AD R rRo Ao.O llr•A 11.013 6 1-1-»110•A.1•110.0•AO-+AO.....41.•A➢•11.0•RO 040 Nl0 010 •120 00.0 26 ewmmuA. ry .tum•AD.110J•mo-Imr aA0 m•AO Oq0 er111 11011-11JQ-ri1-IIU•RO•140•xip•nor•A➢-1W•AO Mao•An•tAA•RO•1106•rir-1101 JAMB . Eyt6• Aam-aeA•A .11U•AD•nU•AO.+fU•120.IAC FmIL Ron-0Um•RI•11 L0•110•tlU•mD-101•AD 4x10•RO-0 0•A1 d16r•AO-Iri0•lU 4110 P900 �H ® N Pel•0 ILwamm•120.IW AA-l+U 6•Iqt•RO nqD o emAwllNa. 11.0+}•nDN!AO•1100•AD•+101•mo 4140-at-11L0 HU-110.1•R0•11U•mr-111••Te0 MLO HEIGHT QJb68iu Nen-vJ+e•Ap.ImO rR0-+ me Noe.1W DOM161 lnf•HUN •RO•n4e•A1•1100•xi0-X0.p•r0n•1100 HU 4ta0•RO•nU•110- •10.0 1121 w.,map. navume.AD nW•A.o.+W.AD nmD Hm non Osmrb nam-10612.m.M¢D_I_.Ao Mla•mo•mD 640.1•Hap•ma Mao•111 nm•mo nW SECTION DETAIL FOR I Nam IIJm-WIB•AD.non•110 Mon•RO•I-•AO 1100 g 140161 HF)41261E •121 nut•AO-1100 1—-IW•Ar 41U•120 41U IMO•110.0•ne•1120•AD-1100 WINDOWS WITH M Amt-F4m•A➢n •AO All •AO 120•P40 i0a E TLM aD)r•a)sN .110 410.0•ln1-Imo•W Mao•nD.100•RD.1101 Hn0 OLO nao OU •ne AL1 a1➢H.emnp• TJan.a)v•Im am Hao.11U•Ao.IAC.TU nqD z R.o•Na1.m mdn-XAT .Ro MDA•mo-+qt Noe•nap non•nnL LRo MOA Nno•nto•mA am•Ao-fuo LEVEL R3 REINFORCEMENT 26 EAp•IN• arn•mJb.no•Imn.mo•nnD•no nxiD rmo aloA - x6401 A6n-ne+D •Too n+Lo•TDA-tmr•AD nao na ala!Hno-nao Nno nao•mo Xaa•Aa-+mJ $GLASS TYPES 9-16 0 Wu M.N.•AO•112.0+RO-IIU•IDG•AU+xi0-1100 � Cm M. m6R-Aam •nJ•10.0•A.o.HOD.110 410.0•110•1120 410•1160 HU•110.0•120•Imo•RO 410.0 !nem 110 - (REWFORLEMENTS SHOWN 981 I"OJIf�e0•w Itoll-17"•AO 4=•A0 4100•A••1W•AO-IW Iim1eIP1N10 1x11-Allo •riD 4x40•A0-11U•A➢Mao•110-11.0•na•1100•110•1120•120 4112➢•mo MU IN FIGURES ABOVEAPPLY 611an6b fUn•1TA11•We.1 od•AO-IlU rAa_L. -10.0 1]9.1!1 I•na M41.]111-101•RO.1100•110•fi0D•R m•xi0•1U TO ALL FRAME TYPES& Ou•Dmeb 'to"....•AO•I+U•AA-1120•AO.trop•AO-1120 tMerrb I4n1-IUm•Rn•IILO•roJ nqo mo 4161•]I0.141 Hao Mao•741 M0.0 NI.o n1W•Ro.non CONFIGURATIONS) 664!•0 ILRI•tlAN •An.100 x0.0.2-•110•100•xip-IAO tm6wA 11DT1-tUt1 •AD-ttU•A➢•It 0•110•160•ro.0 Mao•120.110.0•ra0-010.1•ro.0-IW•A •nU Tim 1611.11064 •AO.1AA rAA-itU•RO•IIU•A➢1100 11M1 X07•11641•M•tt.0• 0•1101 JU 1100•AO-HLI•n0.1120 Hao 110.0•TU nmD Nl0 400.1 Ia•1 oG 31AV- 611•AA•IIU H.0 4W•120•ItU•AO.1160 Ra1R1C•nq musItHe•AA MU•TU..to•AO MU_ -1100•mo-1160 6460•ftU•111-1EU•At-m0.o e E0w11w a1N]-Ww LA0:L-• .MU•Mo.I-•AO.I- 1p nom-mm•AD 4100•110 110.0•120 410.1•n0-1120•}0.o•110.1-0•11¢0•RO•N J-Mo n OWA 1A IIen•8ip•AA 4121-AD•IIU•AA•1101•R0.110.0 B•mwO_ A mD•1110 m.-11.0•i0-n.•110-1121•140•1160•>40-IIU Nu•IAO•n0•1i} Q tWvnBb fUn•n0A•AD-IAO rAA-11-HU 41U•A0•1100 Q OdwTeb •RO MU•}0.0-1100• --IAD Nn1+101•]U.10.0•HIO-110.D•iU•IAD•AO•NT.O oW0L0• 11JIT-id64•AA.1 Mo•AO•IND-0-t10D•AO.1100 t�m1ON ILOr-ID6m•no nuo-0-Mo rMo-1140 nl0-tW•110•111•RO Mno•mp wLL0•110•10.1 I bm64• Wii•rtJb eR0•1100 mol-•110-IW•110.1160 daaLBb t+611-11Jt6•Ar nW D•1110•A6-IW•]CED-AU•110-AU•ri0-1Rf Nla•1oa•RO-1648 +nnv 1Y64+R0.HOD•A0-1100•Nae•Imp•An•1120 Ca1a0b m0T-16610•120-HU•RO•110.0•HIO-+9f Nlr-111 NU OT.1 •110 JIA•110 HI •120 OU - BMim •An.1mD•AO nlU rn0•nU+W.ItnO 646W ILi1•110N•A0-Ila•-.1.IIOA Hn0-1Qa•RO 610•)OA OU 1040 00.1 • 0 M0 •ri 140 Tim X64).11064•RA.IAO•110•+120 rn0•l1U•RO•11¢0 -1 a.0]•1L641 •RO-IW•110 M0.0 rfU-1100 NU•1110•A.0-t+OA•121.11. •]Or Ala•loo x lLbe6b Dell-8011+A0.ImO•Ap•I-r •1140•110•iW X_311310•m•-Iqr 6460 410.0•np•+10D•n•-1100 10.1 4t -o Moo•RI•mV•661 OU Cp16w 61611•X61 •AD.1120•AO MU•120-1100+AO.1120 Eo0 o. 1611-FJIe• 0•A0-I1¢D•AO-1xi0•IU MU NU-IIU 640.0•1160•nl•K1•AI 00.0 A Oetm Ob Q61r-16+1•12.0•llU+120•IlU•RA-1100•110.IAO n rim-ri011 • ➢•110-1100•mD 110.0•RD•tlU•}0.0•1 0 Nn1 M0.0•A1 4101 Jar 662 • 01Ww1A01wr nD11•Qetr•120.1100•RO•1160•ra0 1110•Ae-IAO mwe I- i.n1-a6I.•120-ltto•Rt 1160 HId nqe rxie 411.NU•1HI •120•AL1 rR1-ALe•R.I 00.1 Wtrv110 -1100•110.1 A0•110-IW•pn.Itto' -an A91T-0111•mA-1OTn•]0.0•11U•rl0 nR.1•RI-6410•rin OU•ri0 OOA•10.1 IU •A.0 10.1 - 80o0m YJOlp.nem•AO.1qD•RO.11D0•Tlt-1qO•RO-100 X664-]Um•n0-IW•t40•1100•RO-AAA•}0.0 a4 rra 00.1•A1 O3A•xil A1J •RD 611 FGAR• 1r1),IIW+ .IAD•NA•IIU•mA•1100•AO dq0 6r.aa• X111-113.1 •]0.0-11¢0•m 11•RO U•11.0-11L0•n .110.0•AO NOr✓.CED A4) •RO 141 N O.bnFe i6+T.iLN A .1AA•A •AO-1R0•AO•f A0 N MRnim• f0.11r•Xn6.120•112.0•110-1mD•A1-ATA 64.1•6431•110 641 • E MJ -no M4 -Mo OU 64.10126411.1• 6612.1164 •THA.IAA•110.tlU•A1•1120•AO-IlU 9LADAF111w )Llr•mn1•RO•1100 64¢0 n11D•100-1213 JU OND •nd 611 NO.r 10.1 •AO AU •AO m • ApmndN aBLlb 1130 Tim IL91 •AA nqo•11.0 nW•RI-1100•A II.A 1912 1LN1 •Ia0-110.0•120 4100.12.0•m]d•ri0 01.0 •AA J).)•RO 00.1 •A1 OLO•AA 00.0 b OXd FINI4(WyI.D �, oT SEE TABLE II,SHEET TO FOR ANCHOR OROUPMID QUANTITY. SEE TABLE 11,SHEET IB FOR ANCHOR GROUP ANDOl1AMITY. 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maaaaoaaaoaaaooaaa000aoaoao7aaaaoaaoa000aooaoaaaa000 moaoa000aaaaooaaaoaaa00000aa00000000aaaoa000aaaaaaoa B�oaaaaaooaaaaoaoa7oaaooaaoaaaaa0000aaaaaoaaaaaaaaaaao maooaaaaoaoaaaoaaaoaooaaaaaaaaaaoaaoaaaoa000aaaaoaoa. _ m�aoaoaaoaoaaoa000aaaaaaoaaa000aooa000aoaaooaooaoaao. �Or�0000000a00000acaa000a0000a000000000vaa0000000070000,- m aaaooaaa000aaaaaoaaaoaaaaaaaaaao7oaaaaaa00000000aoo m 000aeaaa000aaaoaeaooaaooa000aaaaoaa7000aaaaa0000000 �9�BB9B���9BB�BB098�000�BDaB0�0�B���B080�B00�B00�B9 330P 3AW 3.500' azw . - -II•�-.002' �r--Aar -y�-•052 mr NIA �� _ b1P \FCHANNEL FRAME '2S OHEAONASIBRANE 1.37P OFINFRJME OHEaDUAMBF� �l1GM ti��� r FIDB t�•1� 0 1375 `'f HEADNAMe "[' 1 �3 REINFORCEMENT 2S REINFORCEMENT O 9.483•-� 1 m'�IIf' 1.102 �- —9.18:1'---.-I 3ABJ'�.^{ 1asr-�•{ 1 � �' DTP o4.� -� o�.OPr j. .�. O� .D62 135. 7.041• .DB2 . 2.444 2,44r 2.444' 1.131' F� .•I 13W If O 2.444' STANDARD 1O p7 MEETING RAIL NO MEETING RAR REINFORCEMENT REDFORCEMENF 01376'...O9 FRAME SIL � O FLANGE ILL tJ� OT SILL E(XJAL LEG SILL FT L , 2.700' 7.Irr ,37P L 2,7P r OBS .865 - 7375 l rl--fr 0 o ts1 we � _1 seP u _� —Sr 1 035 _. _ —�}LS- �07P 0 � OSP RVIHE= 8FIXEDI' fl taro F- MANCE . SASHsror1 ' LIFTRNL LFT RAL REVELED �BEVELED 14 MEETING RAIL 16 SASH RAR 17 COVER t5 SCREW COVER 7e INTERLOCK O INTERLOCK COVER �1 INTERLOCK `I INTERLOCK COVER 214 .176' .J1P ....-.-791I 9' .300• r} -�:1•`'L..1'S.a� ` EN F'�'/<<.FP',�i' Oofs: R.M�Imt F1.H 4I, O n 0. s R by Mt-INd.FdwCmd 'W4' TP M.d OJT No.50705 O LAMIIrBEADING EXTRUDED 5t SCREEN FRAME SORE OEN FRa1� ��•';� Ilr WINDOW EXTRUSIONS JROSOWSKI '��•. SA-1 F ;[Tj 1070.1.0.OWVE nrR /y4: ��'•:F<GmDp:•'GZ N-VaK�FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (R41}4eD-1f3ao sroyMoaa s4oler; Blu.fw x4. fp ypg PE aRr,of wLN•/2R2es SH-5500 NTS 11 OF 13 MD-SH5500-01 TABLE 12 TABLE 12,CONT_ Bill of Materiel Bill of Materiel,coal. 4 Poll0 Description Material 0 Pad Description Materiel 1 620101 sintil.Hung From Hea&Jarman- FIVE 45 1ZU1Uf JAMO LOCK MOCIAR111M 0 Steel 2 Ingle,Mang Fame Head 6 Jambs-Flange PVC 48 72019MO Sweep lack Cast ane 3 520103 S a Hung Frane Hand 6 Jambe-Fin PVC 47 72019558 Auto Lock Ccwr Asvmft Cast Zinc 4 6201 N e flame Head 5 Jambe-E ml PVC 48 TeMIBOPTX M x 1'Ph FH SDS(Auto end BYreep Laek Ser ) SS 5 620105 SWDH Frame SIO-Jl2uennd PVC 48 720200 Auto and Swap lack Kasper Cast ane 8 620108 SHfDH Fmme SlO-Flange PVC 60 77004PPA 98 x 314"PH.PH SOS Sew) SS 7 520107 SHIDH From SW-Fn PVC 61 420181 LIR Bralsd Till Latch Comer Key PVC a 620108 SHW From SW-Equal Leg/Bax PVC 62 420182 UR Pull Rall 71K Latch Comer Key PVC 14 620131 1FIxed MeeUM Rag PVC 69 7834PHFL NB x 314'Ph.FH SDS(Comm Key serow) SS 18 620129 Sash Rail(Skies,Top 8 Bottom) PVC 64 420189 71t Latch PVC 17 M134 Balance Com PVC 66 420184 Til latch Retailer PVC 1B 620133 Sash StoplScrew Cover PVC 58 720207 1'TW Latch Sping SS 18 620750 PWI Reil Interlock 6DOS TSAI 67 420158 Plastic Tit Latch Finpr Pull PVC 20 620144 Pull Ran kdarlock Corer PVC 68 720102 Metal Tilt Latch Finger Pug Coat 214c 21 820167 Beveled kderiook SON T5 AI 69 420180 Plwf Bar Came Key PVC 22 620145 Beveled Interlock Cover PVC 60 720206 Phel Br SS 23 620150 Ugm Sash Reinforeament .6063 T6 At 1. 83 720181 Sash Pull Handle Gat21nc 26 620152 HD Sash Rtlnbacemer8 6083 At 84 720194 Sash Pull Handle With Latch Auembly cast 21ne 28 620163 Standard Meeting Rall Reinforcement 0005 T5 AI 66 7834FPT NB x 374°Ph.FH SOB(Pull Handle Screw) SS , 27 620154 HD MeetN Rail Reinforcement 6005 T5 AI 68 420188 Bottom Latch S6ks Plale 0591 Z]nc 30 61644 Wealtemldp,.167'x.270°Fin Pile 07 77858B N8 x 518•Ph.FH SMS Strike Plate Screw SS 31 600 Weal emWP,.180'X.300"Foam Bulb Flex PVC 72 720135 Lam]I.G.Basd PVC 1 32 61719 WeaOerstrlp,.167'x.=PolyPlle 74 Brkb*ddklg.OE T7DO a Dow 791 Siloms 33 61825 Weatherstrip Plug,,2Z r Flreeol 75 7164EN Setting Black(71ir x 1'x lin 85+1-6 dun EPDM 35 78XIMM 98 x 1'Ph.PH SDS gnterbak Mounting Screw) 78 CueasxSuprSptcr nXTwith Hal Malt Build Composite 38 76X37HPX N8 x 3'Ph.PH SMS(Meeting Poll S u 41065 77 Cusx Dummal Specer .Campoatte 37 716689P Meeting Rall Screw Support Plate 6083 TB AI78 Cardiuk XL Edge Spacer Composlle 38 720210 [Weep Hole Corer PVC so 61012 Extruded Screen From* Aktm 40 72D)OM Comlenl Force Balance g1 81011 Ral•Fomed Scream flame Lm 41 N8 x 314'Ph.FH SMS(Can.Force Balance Screw) SS 82 7CKGLB21 Screen Cann Key fa Extruded Fame X 4 PVC 42 Spkal Balance - 5 47042 Screw Comer Key with Pull Rhg X2 PVC 43 7202115 Spiral Balance Shoe Nylon • 84 47041 Scram Comm Key withal Pug ting X2 PVC 44 78X114FPAX l8 x 1.114•Ph.FH SMS(S rel Balance Sc 41OSS 66 7CASPM Tension Spring BS 68 S1B1BC48 Scrom Cloth FllrxgLsa 87 07&75781814.149'Screen 9 lou Machlnslliard Roiled Vinyl . .. 4pf—W a1wmpWxwin Inc.. 11111111111, MIM Inafo4e e RaW d Gale N -JO CN lyn9rr Ra4brF 0 iY:' '.•�,,: a.w4 ay. a1F ReNxon: t7. _ No.e6705 _ ff fte0ae., :;tit, a4 ttC1 ;'7L� BILL OF MATERIAL(BOM) J ROSOWSKI ' •'•.F<ORIDP,:'`?V; 1070 YMMOMY DME Tkle dal. NOTES %,ss�� ANG;` w YMM R.34T5 ISINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ,, YNAL (941)-160-1600 1)PVC BY ROYAL WINDOWAND DOORPROFLES,LTD.TO BELUSEDFORAAMAWRUDERCODF- rl111r111r`` Swradwaddr Smit OOAIp Na sew 21 REMSa9.13.15.24.26.29.34,39.61.62,89MT3a79 ARE NOT USED ANDARE NOT PARTOF IRIS APPROVAL A.LYNN NeLER,PE Raybnae CERT.OF AIM 02929e SH-5500 NTS 12 OF 13 MD-SH5500 01 OPT,SWEEP LOCK O 46 M OPT•AMOLOCK 47 \� 18 20 87 OR&S 49 /O 61 OR 37 O i 1 111 o45 1 55 O OPT.PULL RAIL �. 22 1 62 ORO 1B INTERLOCK& -0 COVER p 1 `° REVELED MITERED FRAME WITH 21 INTERLOCK PITERIOR AND EXTERIOR 19 &COVER `J��FRANE WELDS d8 O /—&4 72 K4 � 16 ` 64 63 OR Bt a , Toer'!A'-'�---- �'\ i SCREEN PtKA \ 60 T. LIE ASSEMBLY s4 wITH LATCH DETAILS 41 46 CONSTANT FORCE J �` i O 1& O 83 i BON !! OR OPT,PULL w 43 d2 43 6PBIAL BALANCEHANDLE y 63 16 CATERED FRAME WlTFI SASH INTERIOR AND E%TERIOR ` 3r ASSEMBLY FRAME WELDS Sa DETAILS / Cl 9 3s N 69 S � 4ppr4/NnfomOb�&r&6M �'•. 11111/1 ........•-�.....__-_._._.._.�....•--�• NTA/ - ASSEME MBLY ®, \ �.�\ `� �,ONy,LYNN 4fiC! mww W. D.ls R.rnlwu &mo r �,` ;• ucENSF'•.Fq Or, �c(Cd�/ DETAILS Nu.5010C •'•.*� Offlrnraa Or• NbY: Ni.Nefen: � (� _- i ExrEIon :%';�G 7 IS ;'� EXPLODED ASSEMBLY J ROSOWSKI NOTES: =C/),�•. FTA Eor :atv 107D TF3:RRwLoDr DRIM NB: lkb: 1)SOME PARTSJOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. i�`S''•.<OR10�..•'•\•�� H.VENICE,FL 34273 2)/CHANNEL FRAME SHOWN,PARTS/165.OTHERFRAMETYPESAPPLY. ///s���NAI ' (841)-460_)600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR RONFORCEMENTTYPES,SEE DETAILSON SHEETS S&T. ! Sr0/MudH: Sw4: 4'°'+"P J)USE FJi11ER GASH TOP LOCKS OA BASH BOTTOM IDCKS. A.(3o.E�;�PE cFRT.of AUfN./u28e SH-5500 NTS 13 OF 13 'MD -01 I MIAMI•DADE MIAMI-DADE COUNTY r M411.1 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: one.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.16-0238.03 MIAMI DADE COUNTY Expiration Date: May 26,2021 Approval Date:April 14 2016 Page 1 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. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, 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 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. 10-0819.0 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. Manuel a ez,P.E. Product Cont of aminer NOA N0. 6-0218.03 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-511 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 Contrl E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERA NOTES. NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REWIRED FORTHE li � MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN EACH SITUATION E UNIQUE AND SHOULD BE 0. EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTAL [ON METHOD.OPTIONAL tXOR 2X WOOD SUCKS F USED. GENERAL.NOTES-�+._..._I MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS AND ARE TO BEDESIGNED By OTHERS. INSTRUCitONa._._.____.,_.t t; ELEVATK . 1 FIGURE 1: MULL TO 2X 1'AOD�__-_2 MULTIPLE I«-oPEtax0 woTHFwvFnticALMUL--I Malay TO 2)THETYPEIWD NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS,MULLIONS ,To 1%a MASOKDY_2 oY MULLIONS I I INSCwBEO INSOE HAVE BEEN TESTED AS EFREEFLOATNG'LVID DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULUON CUPS,BUT SHALL INSTAluTWNNOTEb..__._2 / '"'� 2,1£DEM28 REcrANauAR NOTHAVEAGAP OFMORETHAN IM-FROM THECUP. MULLTOMAsOWNY_____.3 ADAIE 6HAPE MU.TOSTEEL5ND__._3 N 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHEWNDLOADS CORRESPONDING TO THE REQUIRED M TO1RA—_—_�a Ym I�'•�T�� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN I/100.THE V3 STRESS NCRFASEWAS NOT USED ANCHmiSFECB^-•-�3 So •"g I / N THLSANCHOR EVALUATION. I.BLOADDURATIIO ON FACTORWASUSED FORTHE EVALUATION OF WOOD SCREWS. ALTERKATATE CUPS_4 ZO F SAYMULNSTAIJLA _•4 IL 4)PROPER SEAL NO OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERSAND IS BEYOND THE SCOPE OF THESE 1 X2X5MUL SPECS_._.- J W 1 X2X.125MLLLECS_B5 WTIaJ$. STRUCtX LT6X85MLLLSPECa__�_B W ZO �8 o SEE OETAEs / 1 itl I 5)USE COMBINED WIDTH OR HEIGHT OF ONLYTWOADIACENT FENESTRATION PRODUCTSTO IXETERMNEPRESSURESAND ilXciz lsa M�iuu mE�s�-?0F- ATNVG: 1 /III / IATHRU G� ONLY Two ADJACENT UMTSATATINMEI WHEN USION,SEE NG DESIGN PREPLES ON THIS SS TUREANDPNCHORAGEAND SHEET 24.FOR TLABLES.THELWEST TIPLE UNITS,CONSIDER SHPET82J I--' iMEDUW 1X 4 XAMMUSULSPECS._f1 Q 1 III �. /SHEETS PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25X&IMX1G5MaAI.SPLC8_12 7 I III 12SX 325 X.1 DO MULL SPE"_IS Z W f a' 5)WHEN FINDING YOUR SIZE N THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLES} t26Xa25X A24 MULLSPECS_1/ 2 MULL TORR 1ISX3.%XZ4MULSPECS-_1S G! 1FJ10711 HORROR& 2X4 X.Z6—SPECS_ 15 j N ` a SEEDETNLE -L 7)ANCHOR EMBEDMENT TO BASE MATERIA SMALL BE BEYOND WALL DRESSING OR STUCCO. BI106 BY OTHERS. 2X5 X 2SMULL SPECS--17 a EPEET3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT I.xe%2,11 X.125 MIXL SPECS_-te AS APPROPRIATE FOR SUBSTRATE MATER UH.DISSIMILAR MATERIAS SHALL BE PROTECTED/3 REQUIRED TO PREVENT 30•X3.26 BAY MtUL6PEQ—t9 O Z CN a REACTIONS. 45•Xa25BAYNtLLSPECS._20 MUII014BCLIPUMENS10N5-21-YU F txGs Zy .o FTIC N B)REFERENCE TEST REPORTS:FTL8443;ELOO LATRACOWAGGRE-GATOR NOAB EXAMPLES t&2,._____24 1 J �� PRW VCIS MAY LMWIO EYAMME9__ZS DEDFANYT B)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REOUNEd m OF THE FLORIDA BUILDING _ W Y Y CODE ANDARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS MULLIONS ARE ONLY iO BE USED WITH Z y /I I Bym.CMtn POT-APPROVED FENESTRATION PRODUCTS HAVING CUREENTAPPROVAS. Q a �I arPor. Z N O -I f" 10)MULLIONS ARE IN COMPLIANCE FOR USE N THE HN2 0. g y{ �hom2DNrAL / .p�p 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNUMITED PROVIDED THAT THE SPAN AND OPENING d �. LE�H6iN A 9HEBS2J 1 WIDTH0IEIGHT OF EACH INDIVIDUAL MULLION COMPLIESWITH THE REOUIREAENTS OF THIS NOA 711--xaazartu WNL INSTRUCTIONS.- ADDITIONAL NSTRUCTIONS:ADDITIONAL EXAMPLES OF MILL CONFIGURATIONS; 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBEIM FOR THE OPENING USING THE ASCE-7 STANDARD. OPE14H0 YAOtM-y (.-Haaz,MdLL LENmH--( 2)CHOOSE AMULLION TYPE THAT WELL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRMS DEPTL "1cF gP�B,r r 1 — 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR'OR-TRIANGUlARRPAPEZODA'. d OPE w 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBSIM FROM TABLES 1A THROUGH 10A,ON SHEETS 5THR000H 20 RESPECTIVELY,USING PROWS REVISED tooglyin{{wlVf Ik FlSIfY THE MUWON TYPE LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MILLION IS SPANNING VERTIGLLYOR HORIZONTALLY).TME 1ie/4inBOPse otsMNB May IIFOR�2 vOR. MULLIONCMACITY TIRE PI OBTAINED SHALL MEETOREXCEFBT7E DESIGN PRESSURE REQUIREMENT RBS/FTPI FOR THE OPENING,OBTANEDW gcageom tbl '�• xDGHf d IDxI1RI d d u d d d LFMITN STEP 1). IaO� I- L � S)FROMTHE SAME TABLE USED IN STEP 4)ABOVEFNDT7E"--IN'HENE� __ANCHOR CAPACITY RC-0UP2E0 RBST.THIS VALUE REPRESENTS THE W WDLOAD TRANSFEWTED TO TEES SI.@STRATE BY THE ANWORS AND MUSTBE MET 70 ATTAIN THE FULL HELLION CAPACITY• SINGLE MULLION SINGLE MULLION -'FOR Cum.m 0)FRDM THE ANCHOR CAPACITY(LBSO TABLE LTIPLE aENNO1wt11H� AN_HORISUBSTRATEANCHORCLIP PATTEFW ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION SELECT AN ANCHOR CUPPATTERN AND VERIFYTHATTHE REW07E0/WCHOR ��:•`;CENsg'�F.P�'� FOR v6ifXJILMRu CAPACITYISMET. "1GEE CUNRESPUNDIN6 DETAMB MULTIPLE MULLIONS 7)FTHE MULLION CAPAGTY ILBSIFT908TAINEDINTHE TABLE L9 HIGHER THAN THE DESDN PRESS URE REOUIRFMENTILBSIFTPO FOR THE O N..58705 Y4 t✓FROURGUNE t ABOVE OPEN WO,YOU MAY USE iHE'ANLNOR CAPACITY AI'M MFNTFBRMULA7TOOBTAIN THE LOWER A7CHOPCA ITREQUIRED.WITHTHIS VALUEA LOWER ANCHORCAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE =•0',Q / 3TAfNDARD5 U3®: e)VEPoFY TILE DESIGN PRI:3.SlLTE RATING FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULL �'•, TE F I)` :2014 Fl.ORIDABUMIN000DE(FBC),STH EDITION CAPppryILBSfFT'O OBTAINED FOR THE MULLION SYSTEAL THE LOWER OF THE TWO SHALLAPPLY FOR THE ENTRE MULLED FENESTRATION �•t�'•.,AT.ORID�.:'U,���• 4PNSUAFSPA NDS-2012FORWOOD CONSTRUCTION PROWCT ASSEMBLY. ALUMINUM DESIGN MANUAL,ADM-2010 B)HIGHUGHT OPTION USED AND TABLE VALUES USED WASPECFXD APPLICATION WHEN USING THIS NOA TO APPLY FORAPEHMUT. AASISIDO-07NS2.2010 FL P.. 58705 DETAIL A: DETAIL B: o MULLION TO 2X WOOD BUCK MULLION ATTACHED TO IX aueAsrRw w'auasrMtE, �Y ORWOODFRAMING WOOD BUCK AND MASONRY ATTA�iNExr 6FES8TABIEB)o-tFa �, (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) SEENam I� a a m I YULLKIN I sNf£T I. � YN . O mE8 18t18 EONFA_- I I OR�I mlT I I.I CONfStETE QAI' �`—'rI mE TAfLLt9TABlF9 7 S sOFFSEf MAL • I pSTAN(E m • I FORT—WIY 161!8 W ANWOU Q O� C O f es Au®Br e I I I F I SIDE VIEW 2 `0 m EUB M_1f100 TbPTM%FDR G A, OF J • 4 ALL 111A110N3 a • IJMf:A tM6 t aTA LARO _ • .. DFia :- ? •�1 a rt CIIVWYBE iNSTAttma Fm $ Z 4 EXTERIOR �} rwnAe< Z OISTAN$ 4 1- Z 3 •., TTM �, o M WNRY o • THE OFFf1ETGa'I9 _ ANI;NDA • N MO Y� REr.Dr.E�+mmFoa m 8 8 EXTERIOR 4. vnNDowa.BUT WY W AtS00EUPDNIII' OTNBiFMhCTYPE9. � 2 Q N Q a. 3 TYP.ANCiIQi PFASUBSTIMTR TW.ANP6R POt SUBaTMTE, SEE TA91Es 16169 T ...TRATE, �BFETATAE8161N1 uETABIEH—b EDGI Di t.m 911CNSIR� SEETABIEI A7TADMARNT 16160 _ f1YOMHq, E. E Allll NT J 6HFkT I. BY OTNERB. ..... ' WWI. -' uI tTKSTDDNDtETEoROW ED -�.. _ •.•, FRONT VIEW PROg1CTREVIi1b OEFl6T1� SIDEVIEW ` FRONTVIEW N 01 /1INSTALLATION NOTES: !$—Z 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSWG OR STUCCO. I I I Z)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION _ .\;DY\V LYNN/Ii77�rr� ONLY.BECAUSETHEANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TOANCHOR DISTANCE,THE Q:'`\CF.NSF•''•F,p ri CORRECT OIIANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLESON THE +`� •,�( FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANW.RD OR INTERIOR CUP MAY BE USED. Na.50705 S)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SFE DETAL C,SHEETS. o .'W S)FORMASONRYAPPLICATIONS IN MBIM"DE COUNTY.USE ONLY MMFOADE COUNTYAPPROYFD ELCO IA.TRACON OR ELCO 174'S.S.AGGREGATOR MASONRYANCHORS. 'ter/c'S •. A.L�'NN1 LL•'• E r 91.&,L ER,b.E. FL P.E.B 58705 ETAIL 0: DETAIL I-- D MULLION To MULLION MULUON DIRECTLY ATTACHE TO INTERSECTION NOTES; opd MASONRY STRUCTURE D (U-CLIP) (STANDARD CLIP SHOWN) 1)MAY BE INSTALLED IN"TWOR"CROSW INTERSECTION& psi 2)MAYBE INSTALLED HORIZONTALLY ED 1 1iI �.AKCNDR (SHOWN)ORVERTMAILY. ffl VIR I 1 VBtA10r�1Y L 3)SEE U-CLIP DRAWINGS.SHEETS 21-2S TOP VIEW FOR CORRESPONDING MULLION. to MLVJM z Nd V-DI OR-W♦m EXTERIORRAI 4 z 1000 CDGI!OETAICE M FOR—SONRY Z-- 2 L I r2 EXTERIOR z TYR. z —�srm. i MT.-""m0 — of F .15VITINT4 K=Lo�ncm MD 316TA.MwIm FRONTVIEW . TTAMMERW �AROI, I 2 AH- sm—re EDGE In DwAncE to- "LI'mcomemmakwu SMTA." SIDE MEW FRONT VIEW SIDE MEW DETAIL D,. MULLION ATTACHED TO STEELSTUD (-TANDARD,CUP SHOWN) INSTALLATION NOTES, -SMXTM 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL SP BEYOND WALL DRESSING OR STUCCO. TYP.AN0I=. m6ussmm 2)QUANTITY OFAN014OFIS AND MULLION SIZE SHOWN ASOVEARE FOR PICTORLAL AEPRSSENrATXRq ONLt BECAUSE THE ANCHOR CAPACITY 19 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE 40 PRODUCT REVISED CORRECT QUANTITY AND LOGA71ON OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES, THE —rlyin V*h ft FWdh FOLLOWING$MEET&FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, v4d Ap'. 3)A4CMR"EADTYPEMAY SEPANHE4D,tfE*WADORFLATHEAM P.04M D*, RDZI 4)WOOD BUCKS ARE OPTIONAL SEE DETAIL C,SHEET a Dodo 5)FOR MASONRY APPLICATIONS IN MLAMI-DAOE COUNTY,USE ONLY MAMIOADE COUNTY APPROVED FOSE ELCO VLTRACON On ELCO 19'&S,AGGREGATOR MASONRY ANCHORS. FRONTVIE3WM EXTERIOR USE WOWANETIRRSPECaSIDE MEW sows NOTES: I"Z -0 16 I)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ANCHOR VALUES MAY HE USED. 2)SEE CORRESPONDING MALIGN TABLES, SHEETSS-20,FOR QUANTRYOF SCREWS. FL P.E.#50705 DETAILF: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION d r YY (F-CLIP) (ANGLE CUP) (ANGLE CLIP) GEEDFTN.A,E. 61EETS2MID3FMtNSTALLATMN MYWLL T06PECFIC 6VB]TPA7®. N {H.... Af1ANfY/ II N 1a m W O N 0 0 W O O TOP VIEW E y SIDE VIEWTOP VIEW I 1 i � V c OF o q NIDPAIWRN I•%/'%.1]]• 1 I 1 1 � � •� EXTERIOR t I j i sEeraeoA tae ? 1 M8WS ' I i EXTERIOR Q ' a 6TAMA�IAIWON f1ID I I PFASUSLESl54 NGDIFim TO FR RRD 1 9EETAGLFS 1e•NB 11 I c txltOltY%LS. 1 4l I 12•xa•AN(LLE(]1P. Z 3Q 2 OE Q 6TALLEDMDEDFSAYOIL O 1 1 1 1 11 N 1 11 I 1 fD ♦- h 0� 11 I I ]•%a•Y.12S Z jiQ SPDINUI11 e-m Q 2MW BE �'Q f:O 1OPNUL� VVV I - I 6 Tw.AxD110R PERSOS sff rAe-tFs 1sHe wiovroao. G1EB.AlUM Ortonom,erFca. STA—M, SE EXTERIOR OR VA & OOBIIM ALLP4f2FIGB- IN`Ovw*wELD. (� FYTEA109 �® V PROOUCIt miM,Ith�FloridaFloridaO m nTJyingw nmE coea ® I ® INTOyATGO.STEEL. E O Amcpmm W e2t8.^o`q A1W f2OOA 1M$QdaT I EDGE ® ® vsrE M'vml lIDAKI ANCN LIT DMTMW E NOTES FOR INSTALLATION OPTION 08 H: iT�T o ? ' i)USE 2ANGLE CLIPS PER MUWON END.CLIPS MUST BE INSERTED WIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F: 1)DETAIL IS NOT APPLICABLE FOR THE BAYOR 1.28'X21PX.125•MUDON. 2)DETAIL0:SFE TABLES I6-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE _;�: No.5BT05 LOCATIONS. ' 2)SEE TABLES I8-13B FOR ANCHOR QUANTITIES AND SHEETS21-23 FOR HOLE LOCATION& 3)DETAIL It SEE TABLES 159 OR 18B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE �•O �` y 6. � V1- 3)THE 2X3 CLIP IS NOT SUITABLE FORTH03 APPLICATION. LOCATION& '7 TE i1�h� f-LOR10P. �'i. ,,,rssN•{�t�1ry�I�1yp ��,; A.W P.E.{'4�.P.E. FL 59705 TARE IA p Mu1tbRC act T'hd ig and and tlh led lad 1206, 1196, im1. FaCN6oArt nwil-4 a-hoi I 7-074 V• XNuertflr RWfbsp a.ea,y+' -I#ft% Rx1aBN+I T-ii R6ctayiA 7Ap?bx4. 1WaVts AIeWpW T,WRisk. Asmv2., T.Wfi+V,b � T71X.126 i-ft LcaAV L-am 1nN10 batlra Lw6Ao I.a4�V Ic.6e0 Lamw LNAip iAlal^9 LOi16n1 U.&O 1wJ.,a ia.dry Le./N tA.d,N ta6,w gk 1 Ai Tubs I 11fill t 1111 if i 111111 i if if 1111 1 1111 111lk 113,111111,11 h 111.1111 1 1 11 11 1 z ' m Nd v1s III 1as 752 ax of Isu m 7" o6 toA m mJ Ia 19A1 sn 921 N/ 1aa a+' 639 Ia 100 HA NJ Ia 1ao a/ ]u 40 11-1 iw uo Ia +aa 716 J Ild IIA ]I2 0.4 Ztl 0./ 712 711 2R 416 717 0.9 ae NA ]n 02 246 IIA 712 41.3 911 ]rA ]tt 61.0 211 711 10 01A 2N 164 34 mD 2N 211 i/t 61.0 114 amsd 4" Mi ri. 271 612 to aA ffi NA 2H 637 221 0.9 211 621 272 716 mt m-1 2.20 Na ml tai 116 XA 0t 167 219 = 261 QJ tW tae 261 NJ ill@ 10, {, Nh L" 211 674 NT "Al 211 119 20 VA ZI7 116 IN 17J MY 41A Itl 26.7 NT ia.1 IN 247 W DOA 10 21A W 661 10 taA W %1 10 IM 717 70.1 I0 m � O 3$y mh 30.f is 61S 1m 72J! NO NA itl STA Ia 316 w' 21A to 26A 1a 2W 210 2rd 170 In me 249 IA 16D 2a 26A to 0d ]11 161 3/J 1tl 04 191 ia2 In 217 to 261 +19 10.1 +h 21A 141 Ill NI 126 IN 1" 141 tlh 0A to ]A/ 141 n"o Im mt in mA IM 3f in faa ttl tfn 1a Z S p E nh 211 Itl 2U 10 10.1 179 to 116 119 1m mil 111 (D �W, and NA i0 111 ftl ear W I#4 for 4? led BJ 11e 161 +a d' TA8 SB g 3 L° vi A.A4orCa T.bM ANCHOR CAPAGTYADJUB7MENT FORM11Ut 1-, to 93 � 2n 17.rYtru DJ]omc 1bi.' u fli Pi 11x91 (DiX( MULLION -ANCHORGAP..,, y .�- ~ E0A -Ina.Yir£ho Wmi'1161.4 6126ax aY 111W MULLION ,°" AbOOvly{q. Y70'Brollptm VC EkOIN.tmY+r Ebelw9xx IR'Flm 6O..a, .�( AAah91Cg7 PAk.ma AaPO+b tbacm A®r bom.1027 eac,.lcs) s(I.M4.) USE THIS REQUATO OBTAIN PONDING TO K N Fiphddw. r all r }I r Y-tw r avr r sar r ar I a771• ACTUAL PRESSURE REE RE-CORRESPONDING TO AN Em ti Nia• ialr lam +aA• tW iia• i-W RW t.4 m r 141J' tam' +hl OPENING,WHEN ITIS LOWER ENT THE MULLION LJ NWvI aJY a.l.oa/,va.6aflw 0Wf4f iab m9ft tab Ni M. tmb b lob vIb ft Nap alb um. Gab OPENING,WHEN ITIS LOWER OF THE ELECTED aANtm i.iYiwl aarSlmri6tor4dAlc- tmb M. WA wA WA Imb WA r1A WA WA WA Ili 6mb HRb CAPACrY(FROM THE TABLE)OF THE SELECTED f � /Ane1W.®rMho I aaA,9l aol r6k.] Ili IN. IN +soft soft Mom WA Imb rob W. Nnb m t. mi sabb MULLION IT WILL YIELDA MINIMUM ANCHOR ,1 � 2Aabn. .Ar MIA QCI4CIIp,Rb.1]Y AWAPl0.t) WA WA WA !!;A-ft 661 1rA WA WA wA 16A -WA Ilh wA 7+7b CAPACITY WHICH MAY BE USED TO QUALIFY f AtGQfFtl9ffo.6 1066 lob 2Ab tuft 111b f10b Rrb Imb Imb maw, 6nb tmb nib 260" ADDITIONAL ANCHOR OPTIONS FROM 171E YAnOM. /.1r Yd.QCI FCDD 6d.4 606. ]ab wA wA IW lab WA WA WA WA WA alb N]b MDb ANCHOR GAPACRYTABLE. HO7a FOR THEOFFSET CUP,USE THE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIQURE 1: ..� FIGURE TABLE NOTES . 0 � � �� :RCOUCTRLLVt9ED 1 1)SEE SEESH ETS2 FOf2lN3TRUAL INSTALLATION USING THE TABLES AND SI EET 28 FOR INFORMATION ON LOADING, 1, 6 abFlyly BEE SHE1T82.4 FOR OENFRACINSTAtLATXNi MEIfB. .�1•WC f" BdHm6Lba AcK16mm •.L) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANIMOR OPENING WIDiH3IS ALLOWABLE , p FIGURE 9: 3)MULLION AND MUWON CLIPS SHOWN ARE NOT 70 SCALE FOR EXACTOIMENSMNIS,SEE SHEETS 21-2& A�na4i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.2& 01 FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAYS. 4)SU B3TRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND GROUT•Ftu m .125 �f`7l�'4YNN AU�11'l1l FIGURE 4: FIGURE 6: FIGURES: CONCRETE BLOCK UNIT(CMU)SHALLCONFORMTOASTM C84WIDOOSNMIBEPRESiURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 601 AND BE A MINIMUM OF.125 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND .04S AUG THICK GE}STRUCTURAL STEEL.TO TO BE AT t•X7X.125MULLWH _its H0.58705 LEAST.125THICKAND A36.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST3 SCREW THREADS MOND - _ • � 11� THE MATERIAL M10 6 912 ANCHORS INTO WOCO MAY BE STEEL.NIS S.S.OR 410 S.S. =•fi•. S TEOE ;2� A.LYNNrM14EER b1.E FL P.E9 687p5 TABLE 2A Mup9n C.Ndy T•b4 8 09"WaWI9U16wyog n mlAoon3)orw*gH.laht((9rtgAta9aIY4 1Q..ft4 d B mN mh 70 mill To 1mh tm11 1 110E Imh RrApp,a W..iC Rirae4rbl I 7401 N9Oon $ hdt. pgrya $QR«ap Tn-- 1-01aa RMWr s7WI99 RNUVTm"gG 1r$2. 6 L-m W-ftLmy .,etwt LmO Napa La91a L WLaWL� L--ft LwA $�a rV7AtoIIArtry AlumTub, 1 Ca d Qa OryRa $ $^ � hD , a1111,111 R^ d^ 6 ^ d m 2 N uh tm9 m tTao ata tau em Tm9 Ore 12P7 %7 Imol 609 111e em tma ate tag]pm me all we no niol etr mT em t66A 617 m9 mx teaa wT mT m2 Imp mT }�^{ fah Rte 491 1190 N• l0t4 for ttoo 4m mi 1 90 MT 403 m9 aM tme m a7.*I m me lar me aW no 3m mT w me 4m ts4 WT w.9 m me m 0.0 2M � "+ 50-0=7 458 IPA M m4 Ca We 311 T41 40 Pia a alp 4% Ms Dm me i% 0U SaT ate i% mD 3Y tlx 4% m0 3% mA m m0 3% ffii 4% eD9 xap K y wh 03-04 4m m2 ]m Tt9 4m m9 324 eta im T41 mi 424 4m 6TA 300 ITA 4m Me 314 42T 400 m3 M4 346 493 w3 313 m6 4m ttA SA 24T im BLp lin W O O F- mh 69.1 V4 m0 279 Me TM .5179 446 m4 M 2M 36. m4 449 2•D so 3M i1A 29 MA 214 410 = 290 394 as M3 x19 >r i0.e xbt fob 231 "a an mh blip xM MA n2 w.i 36i 4P2 246 314 2w as Al no m at RR TP9 2M, 37.4 m A. 294 342 3II 224 9M 31p SJ6 IPS 2M 334 7A 196 2H 33.4 90 9h NB MB 496 233 310 2e8 414 2a m4 2m 37.6 at 212 Ree 041 210 169 9000 31.8 316 334 = ffia 2. - 0m no M0 fpr m 27.T 109 "A m 9.T Sw - Z ¢ g. Tan 38a m Y6 in .0 S23 222 191 SST 2M 237 im ae 2a lisp 1m m9 3E = tat 110 226 at no 139 an 203 In 129 2x6 it. 138 tt3 221 LDA tm � � �{ mh m0 9m 010 In 216 27.3 In 12L. Mx W9 In tP2 20 2La l.T tT.D - 1t, im w 24 Ip4 w 12. = To.? no lite Sm me tm 0.6 = to" Ido ] �j Rah ffia M Zip MTA8 iPi 369 16 232 f92 S29 ffi f2T 1$ 147 1m 1sT tYf ttt ta7 it2 iDt %e T@ 118 tat 169 m tet 199 t44 tm pA 192 142 tW J r y Wh 164 fw 19.0 De 164 141 761 IM Q m Wh tat t2T 139 tW .2 Z r t y o.o TABLE YB Am4bwCi Tad. • ANCHOR CAPACITY ADJUSTMENT FORMULA: U1 � x.n twos tbllt3w. ne9nA1 vT I N.W (DP�)X/ANCHORC •"""')=ANCHOR CAP., C N '� anrDw NHffiEW9 VtrEn 174.66Eke-swi1 J4 eme NPope `MUlL10N CAP"'�"" A«W Y49•E4 m.- I'll- Yfr Elw{ap, N4'BmlRnem Art2hmC0PP.9em. wt APv+9u« Uraom Amecarar 3var{ III G-t" USE THIS FORMULA TOCBTANTHE-ANCHOR Q fl a UPMUwaak r 24m r a 61 m• r 3-W^ r 3-147 r 3-9r r 9044' o.x 93M` CAPACITY REQUIRED'CORRESPONDING TOAN yy ttOO rrma�t f.Yr tae' t•Sr far r 3-w• t.uM f.ur 1-w' t-ur Nw• r tar tam• - ACTUAL PRESSURE REQUIREMENT FOR THE OI:p t Err Pnonr «9Net 00(%t1 mon M. 4mm atm thin 2mm xaa n two .14n Calm wan title, sixn ata OPENING,WHEN 17 IS LOWER THAN THE MULLION •`� 4ArsmQl.tYWf.O.arel.NnfWa o`W6e.2k 4mn 7Wn WA wA wAwA limn tYw xrA tW WA wA q2n ebsro) 1TAb CMACITY(FROM THE TABLE)OFTNE SELECTED 4A«hH@saM ac74HnaAa,1 rth.td Tmm rmm man fmOn 40Mm bion atm .wA m Hen amn -ft mu M. 1-ft MULLION:lT WILL YIELD AMNMUM ANCHOR 2 Nem OAS'aY440.7u+>•a.nt.tBAlua.yy.47 WA wA WA WA Not WA WA WA WA 19A WA wA WA 70A 113m CAPACITY WMCH MAY BE USED TO QUALIFY 1NWrTaTW9y.61 1Mm 1%n mm wan an tam 14tH nrn Don tern W. inn 'Mr. iii ft xmm ADDITIONAL ANCHOR OPTIONS FROM THE 2Naba3 t.tYN4 QG7E 6 Stan SmmWA WA "* NM ftp Nq Ndl w WA WAN A Nim NRn 6mm CHOR CAPACITY TABLE. NOTE:FOR THEOFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS TIE STANDARD CLP. FIGURE I: IGD E2 TABLE NOTES: PRiOCk=REVISED � wm 'nN{u&-Fl • ,)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND94EU 25 FOR INFORMATION ON LOADING. BgIN- SEE vT IN- � SEE SHEETS2.4 F012 GENERAL INSTALLATION METHODS. -`1 1.900-r-- RW;nP�m pip -O&-r09l 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENINO WIDTHS IS ALLOWABLE. FOURE3: Mwni 3)MULTO BE LlONANDMULD LATHECLIPS LD FOULWN WMDIO DIMENSIONAL RESTRICTIONS SHOWNNS.ON SHEETS 21.2& Z f HOLESSSHOWBGGESTD.RPROXIMLTEHOLE MBNSIONAt RE37AIC710NS SNOWN ON SHEETS 2t•23. t 7 FIGURES SHOW SUGGE97ED,APPROXR3ATEHQIE LOCATIONS �tLtO�(LYNN 4Tj4�i�i AN<N.ECLP MUST BE USED NPAIRS 4)SUSSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOWAND GROVT•FiLLEO ,37b. `` ;:'ytCTNSF••.F;� FTGUIRE4: i'4DURE5: FOURE6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CbO.WOOD SHALL BE PRESSURE-TREATED "1' 4 7:i Na 5E705 '•i�'_ YELLOW SOUTHERN PINE WrTHANSGOFOM.ALUMWUNSWLBE69&3T6MD8EAMUNA4 OF.f25 t-X7X376'MUtUON THICK STEEL STUDS TO BEA MINIMUM GRADE 33ANO.94W THICK(7SGALOE).STRUCTURAL STEELTO BEAT = �/ LEAST.126'THICKAND ATB.ALL ANCHORS INTO METAL EMEND AT LEAST SCREW THREADS BEYOND MATERIAL N1 0Ay12 -9 57 8 G THE W'000 MAY BE STEEL,tBSSSOR4t6 S.S. 'A '5t7 rO� A.LVNN(M11LLEk,P.E. FL P.E.A S8T05 TABLE 3A MulPpn C! 6 TIbM ipj 9 OP*ftftwl"I'll,Ow"NmhAPA'P'ATINAro)orOPPnIng "wor") YE Mh 004 MF I Nil SO AS I00h ITOh 1{04 tWh T22Tax ATaAOvn RL--" L- aW,. RL-ft TrL--*V 1I�tma4 TrgrMty. aa044v 7149An0�V• LOAMr --ftroTay t7u74Pax TnLWHrAv R4iImNpw2r It4FInI46p, RetmP4! T�Vp0160A 1 L-ftr nL-owP. 1114 �x fill I I 1 11 1 11 I6 o� 1111 if if 1 h1 h1 11 if 114,11111 h 11 1 111 1 it if I if 8 11111 If If 11 Qb imo OM 170 4N MAD TO IAA 4M 1Tto M6 Imo 600 MA IT31mD 511 Imo 1111 Imp Bn Imo IND I70 en 1M] 1Ni Ira0 Or7 itT,6 1]01 110 611 111A 101 1m0 617 Nh frao T00 imo 024 iraa 4N DOA 694 imp N1 frao 810 MO DN me An INA It. iraa do INA 1129 MO 6N 1,34 tin imo 6N as If3P NMA NO N4 ttu Mo te0 = S MMI4 Imo 147 MO In MO 6N frao NI IOTA 1012 IRO on tw 1012 M. T23 130 012 170 7A IIIA 1032 I7aa TOB nA iDa iraa 7N 612 1012 imo 7M MA ION 110 no "0 Nb traaiN MO Oil Wil,PS trap Ni f1M2 M 1047 M MA ACT 1020 120 1CIA 107 R10 714 as W? 141.1 Ito mO N7 fiat M2 at = H0 T01 o0 4Gr N0 mm a Q Mh 141A AN DIA 616 IDA IN 130.1 ell 00 735 trap NO 3112 110 1"1 NO I0 AN NA 603 m6 125 131 616 Wo 71S Its514 50A A; SIA NI Ill NO PIA 574 wh IYiA M110 610 1018 40 iIIIA 6Y nA IM all N7 MA 6M at Sol MT M1 a0 Ni 024 ON rap Fill Mt Md Ni 621 Me CIA Mo on 30.) S4 EDA ON 4h 1060 WT IIIA N3 4A 6N at fit 16T 601 Mo No 612 W 71.1 40 MO Sol 711 4M MO On QTA 461 n.2 N7 60 470 AA ACT SLT 474 311 Ml01.7 474 Z Rh CIA 670 nA W MO N3A O 7in( Mt io NA 4M St.. SAO no 410 434 no 513 411 at 610 60 44 340 010 43A 462 2M N0 K4 al TSS $to KS 142 z (O } rah NA 450 "J410 NA 44 0141 S9 NA 4M NA Ne NI 4M Mo '>M Sob W "A Sm UT 49 41.0 No NJ 410 37.7 162 MP 4M N.o 0M 21.7 461 tSi 3N 131 lob642 MLY.O Mi MaY6 MA 773 40A 431 a36 116 M4 416 KT 74o SST AN 411 156 12.1 433 YAf M1 760 4N 34A 1N T7.! QS Mo N10 31 1 mi 43 SN Wh NA NT MI 200 NO 327 50.4 203 10 32J 11A 160 Eal >a MA 2M 312 1T7 137 21Z71 MJ ST7 237 74 Ir.4 321 2111 2w To >a 7P] t1e wF S4A T6T N.1 247 1aT N7 20.1 14 all 207 70,4 Sit IIA T6T 21.t t4f 511 267 ! 210 MAILMT IPA NOT its 20 10A Tu QQ t� <iyi yyO 1034 142 W N] 203 10A 227 20 261 ITA t21 Ito 106 1314 111 05 aT IN Ito AAA ALI In i0 2% 16o 516 fU Fes„ fPb 17.6 184 Ra 1N U x Q 1.1 LE 3B ANCHOR CAPACITYAWUS MENT FORMULA: .Ane710 TtbY b 2nCa44le4 SxaAt Taut} ITY20a "Ad (DF-)X/ANCHOR CAP.,,,-,,,�s��R�._ m eo ZZ YIMEbelt'Nem yrBl6op4Hm lr�0 vtrEbWem iW t'bo llolomx{•33Eb NOp1d W 2uil- MULU07t CAP.,,�„MdmrCOPPlasm6 UA.- Apll en4n•W NinKA1 aet2(w) USETHISFORMLAATOOSTAINTHE•ANCHOR 6A24R' r tfAr Sus r :am r z-vr r sfra T• a+r ow a3N' CAPACITY REQIIUt WCORRESPONDING TORN P1.3w t•vr I34` 1aN' 7 1-tw 1.10' 1410• t.w• 1-W' uv4• r t,Yr 1.Yr enw ACTUAL PRF..SSURE REQUfREMENT FORTHE L2 Ip 1rMAaaTsumlldob00pG4D sNb 1Nb 4N. +eub nob 3 b 1.. 3111 MAIw b N1b Nxb 6Nb OPENING•WHEN ITIS LOWH(THAN TNEMULUON IAHMS LIrM40.alPtnxMlaO\40nPPlxTk 4Nb 7pob WA WA ISA WA 360TH WA 1!A TOA WA WA Bnb NOiH IflO CAPACITY{FROM THE?ABLE)DF7fiE lSElECTFA 4 AM:I6n® I/bt O.aI DI F;AnOM 041 31 141 I03b eNb 16Wb 14161 Mo. 64IH WA M. 1046 MIH IxRN bub 063. I-ft MILLION.IT WILL YiELDAMINIMUMANp60R" - 1Aaac.,4p�AYNd.0.4'!tM_1o.f2r8bat13T4k WA WA WA WA WA !YA WA WA WA WA WA WA WA -ux Tub CAPACITYWHICH MAYBE USED TO QUALIFY i M,eulT•{ppA.O laib fob US Oil 1431 on ft IN" iNiH IIIb 7701 tNb SS11H mu mm nlSP -Nob ADDITIONALANCHOROPTIONS FROM THE YAHIva mrM cxw F-0660.6 201 sNb WA WA WA IYA tNb WA WAI WA tVA WA 1111. Tub 4043 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CI)CIRCi®VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PROFRRTRRWSED �•/ NowquryylHat No21H1� 8000FA N FIGURE 1: FIGURE Z. Af164x1Hallot6-oa4a.tg TABLE NOTES, I.t00' B.PtaIm D6F �'D2L [� i • 1)SEE SHEET i FOR INSTRUC71ONS ON USING THE TABLES AND SHEET 23 FOR INFORMATION ON LOADING, Uy SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 6 rlo9ue OlapAl FIGURE: 2)LINEAR NTERPOLATIGN BETWEEN MULL LENGTHS ANDIOROPFNWO WIDTHS IS ALLOWABLE `fttulT(LYNN n0/T+�++ 3)Mt1L1TONAND MULLION CLP7S SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHEETS2VZL "R.LGENSE'4_ HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIOOW SUGGESTED.APPROXIMATE HOLE LOCATIONS NAL RESTRICTIONS SHOWN ON SHEETS 21-2& F.f. 23, Ci Y FK1l1RFS SH ;'S ANGLE CUP MUST BE USED N PAIRS Mo.E870.5 y 4)SUBSTRATESt CONCRETE SHALL CONFORM TO ACS 301 SPECIFICATIONS HOLLOW AND GROUT-FIUM --{FIGURE 4.' FIGURES FIGURE B: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CBD WOOD SMALL BE PRESSURE-TREATED 313 .17:•� L YELLOW SOUTHERN PINEWITH ANSGOF0.a6.ALUMINUM SHALL BE8r83-TSAND BEA MINIMUM OF.126' -7 1t+ _ = * i THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.OW THICK(18 GAUGEL STRUCTURALSTEELTO BEATi 'fiU- it!. P LFAST.125'711AICKAND AX ALLANCHORS INTO METALSHAU.EXTENDATLEAST 3SCREW THREADS BEYOND rX27MX.37S'MULLION '�'rtG.•'•.F40R1D�;,�t��. THE MATERIAL 0106012 ANCHORS NFO WOOD MAYBE STEEL.I"SS.OR410S.S +++tS.QjY��I�N{-'• Cti tf�' .E FLP;a�66705 TABLE 4A „W Mutlars Cpulty TlIfN BIW167R OPltdfWWWtltiIOFiMra`N FPOfrlr9 mflon}or ff.wdoOrM(imlEsH'vwdm-Aom} 4"nr2 50h Mi. 704 mp lob look Imp Hob loop la 912,Td6 Pa1Ia+tA� lllpiacg Rad s/v TnyMW tbclagia hyt9lry, R.luu/s llliara°R} RalrPtr Ttwu.0 Nfty" TniJr- f7ces�Wr 7M1NaS'V. R-UVM TnNfonV Rs[Srgllf ltpleaF q A50Aalfn 10!600 latlll0y$y$QQ lmAp 1y[�gtwgy-yyyr V$]LaMg$O7y�7 taaJry p§p 15$UIQjDg17§QI tesdt]�IpF q{Q t`}{miit0 L�.K,4( Lug{mdaT4lOygQ�gffm9'gt0g#y 1RttmAug$pygl�[ lntlj¢tY{y¢1 E$jL-ftp Ly�l y{ Sadoo L-ft� Px +S ] 2IX 1@d i iCdtl 3¢ iK s6tl.K6 i6 f iz S C 9 i4 AQC iY@8 N mbb m N tap iMv dm 530/ art /MA 7u IMA 478 }7A0 too 1740 boo 1306 m mg 319 410.0 11W Im am im wo IMO m1 IMA He Imu Sat imt IID 1765 521 130.0 HM 170.0 521 0 W a0 HOA 10 170.0 6m n0A W 1709 551 1MA /W ITo4 0m IMA 1133 170.11 ml ira0 IWs f7/A ht 1roD 1117 IraO mo 16.1 NR Hao 590 721.5 1111 Iro.0 5m 10e.a 1411 110 em _ 06.0264 i74a 307 IT" M3 IMA n0 IMA 431 IMA KIM 77x0 m4 Bob 110 170 7m ISat 12116 UU 74l 140.3 1210 1740 las 121.8 tam 4700 7m IOIS tmt IMA 1W OtA INN a" 759 N Mp IMA 1m 170.0 012 170.0 W6 1M0 401 IMA 1115 IMO IN 1507 1130 1300 m3 113,0 IIW IMO OW U0A 1130 170.0 530 1001 1110 170.0 mi mi Ilm IMA m1 751 11m mo mf m a mp 46A fm m* Ml ulust 05 mi MI t2m 473 fits 740 IOPA 05 113Z3 733 974 9133 1 MIS 72! VA 915 itis 720 712 Om itt4 715 ffi5 015 114,1,715 6n 915 1%4 115 Wh 2IA 070 HIA 730 ..1 510 130.5 094 1003 WO 1232 mt &A 1430 JIGZ 030 NA oW B14A eel 76g W 00.4 OW m1 570 04S em 547 m0 01.1 519 41A 530 9tl mp 1321 t3T t14A 860 1566 mi ISIS 533 Iia NT 1630 57A OZa 757 W.i 014 719 757 tai !OD 010 lot 142 em 530 767 MA 59J 472 757 TL2 am 411 751 781 SPf z fuZ. s mp 101.7 em 1045 ma Ka 0m nA 610 727 eW m./ 530 no eW 17U 521 555 638 ma $H Fag m0 521 - 424 411 521 500 30.3 me as 40 NA eW 551 mr � N q 7 J 3 Mp !66 371 W.8 p5 72Y SN 76A fm 6. 07.8 A➢ 64.1 577 mA 471 410- fTi 6SS fM 4at 577 SfE 450 300 57I QA 4'I 309 611 4{.t N7 7fA dll MA 4N LLI 02MIA btl514474 MI SQ "A IN IDA 512 57.1 435 m0 !Ia 507 40 N/ W2 Sla Ota I0A W 47.l N7 3U 5Q 20 44 20.6 SQ 808 425 2SA 611 Y.1 4m457 d3,7 aH 114 4W iii SSS 3T2 407 Sa8 34➢ 325 447 3U Sq 301 4m at efi m9 407 20A334 n! 4W MI 171 I" tar 24.t 7m W7 1g7333 N1 SM 330 3W 373 N4 70,7 NI WA ]00 7d! 73e 210 701 2l5 3W m.t30021.6mtl 240 2WA150 LS 251im706I66 Af tm 250 211 212 ?13 328 257 330 233. 199 244 HI mi MO 240 i6i 203 foA 2A 207 m7 246 at m 220 7m 10.0 201 mA 233 17.5 2e7 151 ml 15.1 707 10.3 m6 Zm ai Zar 163 2m 155 2W tar 7!P 102 2ffi Q }( Q �7a3 TABLE 44T- C-4WLAN 021 ANCHOR CAPACITY ADJUSTMENT FORMULA. g eL Z #Y 01Aa9cr. /lmnu iw 0ac. Htaa u F ,lal FT N4Ix (Dp-)X�ANCHORCAP.,e,,,,t�ANCHORCW.- Aa94r Lt!'Eb1a➢em w'Fb Uamem M/rEka YtrEp0UI0Km IMEbteN➢m 0,LIF Ek9 IIF 83Eb /1001n1 naew /f9 etw MULLIONCAP.,,,,,,,// Aa90aCOPPaSAMa Ia➢cm AW101bt Ummm 1,,Gl➢a O-P%earo4m37 -01) USE THIS F0RMULAT0OBTAIN THE-ANCHOR EEalbmva LA r 21m r 21m-- kw r. atm 1' 2-w r 1 1- r O4r oar 0120' CAPACITY REQUIRED'CORRESPONDING TO AN EmbdnN 14N" t,u, I I-w- I 4W r I.- IaN• I•I.- 1-w 3091' I 1.11, i 1"•Y6' Eaar aeu ACTUAL PRESSURE REOUIREMENT FOR THE 61.T, pne./8 aard offa.t Wom inn 63033 amb t b m9b M SUDS74933 W1W n W-ft' tb Mm Faun OPENING,WHEN IT ISLOWERTHAN THE MILLION 4AMva f.Is•Npoa/oMm410r Opal O106C at 1mb Mob wA wA wA- xa 3m wA WA wA rw wA WI 51 IMM CAPACITY(FROM THE TABLE)OF THE SELECTED 4Aatw@r4iv.aa IPP FA Iolo.33 Imb Imp non Ilea. tm" Smb moll NA 7mb 71033 amn Ib92n MI" Itmb MULLION.If WILL YIELDAMNIMUM ANCHOR 50 a G0.43L MA O.G/ 540.i7TAtm.IN.1 5aA WA WA WA IAA /151 - WA NA WA 1V,1 3YlL fa4 Tibb CAPACITY WHICH MAY BE USED TO QUALIFY I AONnIFQp O`V.6k loon Wb mob 41333 wE1 Wb Ip90 17x6/ 3MY Rln man 4Ob fl0n mfb mu ADDITIONAL ANCHOR OPTIONS FROM THE 3AmA6t /.7rNpQ.CIF 7mb m9b rEA WA WA LA4 tWn WA WA fYl. WA WA Slim 44733 mon ANCHORCWACITYTABLE, NOTE'FORTHE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED N THE EXAMPLE ON SHEET 24. MODLCTR6vlslm m am9la19a whh t.FSaia• FIGURE I: FIGURE'..* TABLE NOTES; -i1.000•�+_ WOlnlim Dap j207� f)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. �_ • �� • • SEE SHEETS 24 FOR GENERAL NBTAUATL0N METFgUSL DaM. 2)LINEAR N7F.RP0LATbN BETWEEN Mutt tFNGTHSAND7OR OPENING WIDTHS IS ALLOWABLE FIGUREM 757 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOREXACT DIMENSIONS.SEE SHEETS 21•21-2& 2, �`. �LCEN9F''•.y • • • • HOLES TO BE DRULED IN THE FIELD F0LL0NBNG DIMENSIONAL FESMCM14S SH0WN ON SHEETS 2/-23. - FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. "' No.50705 ANGLE CLIP MUST BE USED N PARS- 4)SUBSTRATES,-CONCRETE SHALL CONFORM TO ACI 301 SPECFICATIDNS.HOLLOW AND GROUTFNLLEL} t •': _ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM O-W WOOD SHALL BE PRESSURE-TREATED � �'. I/ 'O 1U` FI0URE4: FIGURE& FIGURES: YELLOW S0UTHERN PINE WITH AN SG OF OAS ALUMMUMSHALL BE SO0SLTBAND SEA MINIMUM OF.125 .•Q'.• AT-CIF J TUDS BE AMINIMUM GRADE 33 HICK 10 TRUCTURAL STEMTO BEAT •� THICK STEEL 171gCNCK AH DATS.ALLANCH0RS INT0 M�SHALL EXTEND AT T�EAST33 SCREWTHWEADS BEYOND 1'XZTVX.65P MULLION (t`;:F;t0R1oP.•'\C71^�• MATERIAL SIC d IF12ANCH0RS INT0 WD00MAY BES7ffi,1"GIL 0R410 S.B. j{L. 11/7 jII II11115II A.LYNN MILLER,P.E. FL P.Ef 5B7� TABLE 5A MUMn Cirpolly TIlN alp };tyRaQ Opant7♦YtO0tl1 aerh' ltapaaYnB-v-)ar0 p HataMta'N rgmfkXs} gA+ 5015 mb mb Mb mN imb t20N 14ob m0Y i@QS t 1.0m.V. fl.bVV.r pwni p W16.4 Ratlay4a Dwm.. lud-v w tnpTe 4 RK&oft a4Frrrl y. fllo V+ myreq. RA-VA. RgmR �i 1.13.726'1 L."m Lama 1A..o U.$,v Laity Lmm66a $#U.*v 1042A 14440 I a v LOOsoo L410V L.*q LA•aea 14ldrp LaMV 133600 L=dv Y AOC Alum' f2b 1I6A 020 icon A33 imo 744 f1aA 474 InA w IlOA Sm 1=1 002 ima ata 90.9 1116 flan 101 4nD 1240IM01 621 1730 14m 170A YI inA tray HOE 6h 1144 14112110E 621 YN IT" IN 110E sH tmo 070 Ilu w imo 012 rmo m0 inA 1»3 it" Est trail 1m I= WT imo 14tr /11,0 em 157.7 tan I70E 660 tilt 077 iTao 6m 116.3 151? it" Om Wmsk inn n7 tme sal Imo 4m tnA 631 Srao too fmo 654 f70A iim imo nil IMO ISIS imo 70. Imo t.0.{ 17AO 736 1113 IW tma n6 111.$ 1410 170.0 TSE XSJ 140.5 110E 7ss pM N un 170.0 ro7 110.0 412 Ir0.0as 170.0 Vol 110.0 t11e tram 7" IMA im Ira0 pp teat UM Intl 0.N 140.6 14M 1ra0 660 iNn tim 179-0 Bal tme iWt iro.0 661 0.i. W. IroA mi m M mb N40 aeS tfao roi 170.0 toes Imo lar t5A6 ttk 1ra0 Rf t752 ttm lelE ate Ina Ilm 1561 917 111.0 It$$ fY3 atm OU Hm 144E 9m 717 1115 tNe 0m 611 1008 40 Om � O { mm Na0 0.]0 I'M TY 1540 foY Ilu 6m 111.0 100 16" Bea HSE fm H7./ w Ime tore lain Bm mA 1040 fns m 169 1041 I= Lao as's 1043 IIaA Ole 699 too 1160 110 7 � p o0b t66A 9% tion tb NOn 415 tm1 EGA 1110.1 Obs tui 7Y rou am t2L4 176 g0. 1m H2E »6 324 0m 1064 IN las ods 1*.1 741 336 mE 037 Its ILI am of.7 70 z w ]E m Im em $no m IOTA 107 It" srt 101A YO tm.t 610 a0.7 Om OL2 VIE, Tu em N9 as 40.2 em m6013 9A m) nil pt 419 sm e0A sn AMt em .617 521 y »h fW? IN 1141 fila foo IN 379 618 I. m OLt ms m3 ni tOb Sas 647 rn rat Lha W121 .4 aro 431 at YA 5m 30,0 nl 66A 610 61.1 »I Milt sea . nb 101.0 564 tou 500 Y3 w e/A 667 712 w »A m at W 734 Yr 631 eu NA me 1.0 1st 121 w u.i 041 >41 w 01.] 0.e 31A w 50.0 W614 07.0 {m 61.0 51; N] ATA su filo 410 4f.f N4 NE 4m 036 VH 40A Av 7.3 Alt AA 6H 310 412 2U at1 30A Aoe EVA 614 29E 4m m 2462 !67404 ISS A62 473ms 1U 442 4U 390 m9 417 44310 Sat 44 329 NO 0.3 373 726452 20.1 1 IIA 362 241 W tU AIR 220 351X W mn027 N1 -00.7 u7 sir I72 737 nA 312 21d 0.N. P31 0.Y Ii.i 0.N 227 am e 200 la4 m7 tam tm IIA 337 tet 261 IIA 1N 45A 2Y7m u6s0E 311 ffie an 0 264 140 SIO tee No 31.6 us toe mC240 nl200 iL! 242 144 259 113 200 R 2Y HE 247 109 NO 09 109 IIA 2m d1 2m t0A 222 ~ `x Q '``0S•. a y TABLE 59 ANCHOR CAPACRYA0.NBTNENT FORMULA ' ~ � N A60h0IC Ida _`G �FO SVahna 31 Co2ia5 AY- RmroN FROGR+ P7W5m Nea+ ANCf#RCAP.,�,,,•, (Dp)Xt )=ANCHOR ClBS., pla FYo W'Da Deo ilia Flo 04.61 Bm.00551 412BMtl 6126ka MULLION CAP.,,,,,.,,, ANehorCTgsPaiYpla A III a V VftU1- 2rceboealm � mcf1toos- ve.k t- A79'AOeOr tNabm A>p¢Wta Elea 61mO3osT sceee ta5) USE THIS FORMUU TO.OB7AMTNE7t4CNOR Egppima4 t• a-vz t• 1 2-10r ata r aar r rtn z I IWaz aa• 0.6' 9221 CAPACITY REQUIRED•CORRESPONDING TOAN En6e ! n fyr 734' Im. 14C r ". S-w 1- Ir mW 110+1 z un• I- lmoo ACTUALPRESSURE REQUIREMENT FOR THE An+o6+9Arallm aarsamo aobl mn n mu Aron exon I-. No. M. mob I.N. 674 n assn WIFE 44b mon OPENNO,WHEN IT LS LOWER THAH THE MULLION 4Aa0al 1.16•Nb O.G IIIe01m e--) 0021 ALIn imbWA WA NM N04 lain WA WA NY WA WA Y2b e66b Itmb CAPACITY(FROM THE TABLE)OF THE SELECTED 4 ® Naa lo-AM I rmn lmn mobI Iamn mmn Dan emb RIA Tann 7010 I M. 1650-0 min I M. REIN MULLION.ITWILL YIELD AMNIMUM ANCHOR 1Mtm®16.13Mh DA.tU .ttla.NaAsm 4W rYA NOl NA WA RA NA WA NN W.i WA WA t4N Re4 WA YlAn CAPACITYWHICH MAYBE U3EDTO QUALIFY t Anrar+F 4 mw tmb 1610 anti ban Wn •ab tl+b xob wn 16Th 410-0 t n 1610 .Son ADDITIONALANCHOROP'710NSFROMTHE 2Aata'f iiCYS QCtF Zan lmb MA WA NA RA Imn NA M'A RIA WA R'A 111-0 Lab EAn ANCHORCAPACITYTABLE, NOTE:FOR THE OFFSET p.iP,tISEI}tE SAME ANCHOR PATTERN ANDANCHiOR VALUES ASTNESTANUARDWK PRODUCT RSWSLD Fyinea1Ift FaM� FIGURE I: FIGURE 2! MCNOTES: 1-1.00O'•1 AA.WV-fwbdd�oo IG-OW-03 - 1)SEE SWEET I FOR INSTRUCTIONS ON USING THE TABLES AND SWEET 26 FOR INFORMATION ON LOADING. BY �� �• • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. MM3 U.& 33111111/1// 23LNFAR INTERPOLATION BETWEEN MULL LENGTHS ANLLOR OPENNGWiDTHSISALLOWABL.E. - 1 flGURE 3.127 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACTDIMENSIONS,SEE SHEETS 21.21 �`'��;'�CENSE`'•;eP :- • • • HOLES TO BE GABLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ONS 't':` 2Y FIGURES SHOW SUGGESTED.APPRO)SMATE HOLE LOCATIONS No,567115 ANGLE CUP MUST BE USED N PARS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TOAC301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE+: FIGLRRE; FIGURE O: CONCRETE BLOCK UNIT(CMU)8HALL CONFORM TO ASTM G90.WOOD SHALL BE PRESS URE-TREATED YELLOW SOUTHERN ME WITHAN 86#1161.ALUMNUMSHALLSE 606346 AND BEA MINIMUM OF.I26• ♦ TKOK.STEEL STUDS TO BEA MINIMUM GRADE 33ANO.04VTHICK(18 GAUGE).STRUCTURAL STEEL TOBEAT t'X Li2SX.6'HLN.t10W1 ,Q`'., SAIL- �4 i • LEAST.12V THICK AND A38.ALL.ANCHORS INTO METAL EXTENDATLFAST S SCREW THREADS BEI'OND It'vF MULLION) FLOM1IVh:IyC:r4� ♦ 'i '•........ • • [� THENUU7ERW..RNJaRi2 ANCHOR&iNTQW00a MAYBE STE0.1BBasOR AID ss SstphtflL .`• A.LYuN�7:1�1.LE0.P.E. FL P.E.R 68745 TABLE 8A Mutton ■ Milo Ib OpoiinglNlith(iai rBdMW■+nN nVofn)OrOpernO Ntl2M{nrtolaxbea}-Vwdre aillarls) ab ab f Na lab I lok, I took, 1IDa 1Na ,wk, 7] 4OtniPf• 71w01.4 Cbplvlu it.On0•p. P+ti•a}4i Owa�•¢ +�+dWv SntiMaa Ret al. Oyrtema Maus- F.O.W. Taila•0� R�t*o� n`.t Rwewtr bwra.+a � y te�x.t2e $dlA.diV to.a• town tm�ay- tA.bry tats 1400 W-4 L-*V to.Mp 1-ft te.dN t,asv La4.O ta4w Lav im•ra w.mv 4 AIUM Tub s m175 Z a as 1704 rn IMP 4M Im0 7u lime nt DOD w fm0 fDs INA OPi fNA ou 1704 tf le IAD at 170.0 Iw 1m0 an 170.0 IW 170.0 al I4U 11m 1ND a1 12T.■ 1W Imo a1 ..1 Na 170.0 7k, I= ON Ina ew DOD am DOD M 1700 010 DOD ins DOA al IMP IM DOD n1 ISN 1303 t7U 610 DOS OW IMP a0 111] 1303 tt0.0 6N 07] 17a MRs 616 y wmb imo 7N 1700 to IND w IND at DOA taw IND ow IND tin 17OA w 130.1 use 11x0 7n IND 1234 17U 7a 111.1 LIM 1'iOD No fo0.4 tax Im0 in n1 Ism me In � � db tmo )n IRA w2 IMP la IMP bn 170.0 ItN DOD 7k, IRA tta tma ■0] Isla 110 Int a7 t23a tin imo aw Loin Itw imo IOL eN ism IND ai 712 iia reap 831 6us 1 � d 0k, INA -lin; 7k, fei7 /ai mA ra IM.IOn 'ism w 1311 1w] 1407 3% 1114 /Oa DOD at woo ]ax 1702 m lu Iw 1]x1 m 714 lag aN Ta wA toss 72x1 7k,] no, IND 0k, 1700 MS 5114 n2 1.31 Ilt its" OC RNA TN ID.i t$ nI& 716 tone la IIIA N■ O07 OD Dia 7k,] M1 In im,i 7N a.a 0r3 foao TN 6x7 ga iota tN ab IP44 w7 is" 7a IVA w! IM to 1161 01 1ID4 708 INA W Ilia Na 614 NT Dal in 037 k,7 1024 ra aJ ai w,t 713 a.1 017 t1A 7I1 w] 017 M 7I Z Tia 1310 w t!H i]7 iW W 1211 w 0.0 w IOU me w1 as 14a ea 706 we a,7 on a1 w w w taz w 764 as fie w IIe PLD #6 w II4 0, U Nn 4x6 7a 407 oa0 a" to ins va a.a ra WA w >u 70 " an 8N 7a N] 00 a4 Ta KI 613 at 7s2 ■3o to 41.3 2k, 519 an NY 7M NA 505 � % 7■b IOU TN DIA ON aA Tea nA as m TSI Ou we aA 7n 74A 50 304 721 a.f as 634 TSI 6u en M M n4 373 3N M Ifs PIT W At M w1 r b' ~ a < 3 gob ND w 71.8 Iw 5N w 00.7 M 1x7 50 US 4ew 43a w 0.1 150 390 3O aA in Sia w 30 w 24a w w.0 434 2M w a.1 43p 212 w 3x7 ® ZQ /Bb ns 4A W 427 a1 rn N.T an N.O rn N4 413 3x0 Its I 3N 400 IIA 47S aJ 4a U71 476 120 303 Sxt 4711 InI 1361 20.0 Oe ma 3e0 171 470 211 IN Pool, 101 3n 41.f w1 >lxi nl wA ]w Ma 177 301 110 >n2 571 251 324 III ]n 744 w 211 177 21 311 iN 377 Ito 310 IIA m ti.1 N lftn RI 337 31.0 323 701 337 3tJ ai 206 is II.t 15] 233 SN Sia Sa Mb 78t 2ZA 306 it6 317 20., is to SN 7A sgl 7{ IIDb 2N 3a 2u 2N 7N we20.1 2N i1.0 Sa n] 7N M. NO 193 M/ IN M6 tts 29 X Q iNb ttD 15i ill to 2 TABLE6B A. a ' my ebn C.PJsoffVT"Ubs4 ANCHORCAPACrrY AaWOTMENTFORMULA.- -a ANC)tOR CAP„,... SDlhtli tO7C1•e Jdtfbn Ilt•. ,3■tl CW ibiM (Op-)st( ANCHOR CaN.,,, YtPEbO V4.18E1w 110•Ed 1N•80EkO■t0631M n2- t.ssw, MULLION CAP.�.w, Aoetla7CYD P•x■me Aecatryr. YiP7YOG1'wm tN'3dtG.lw n, nPEtDUa.eat 12rewtara•t Aw.si- it- A..owr.-CLP as.-= 3•.•160) USE THIS FOFAULATOOSTAI7THEYANCHOR . Pea oamata) V 2- 1• Tur 3-- 1- a1x r 1.- r xw r 0AP air nw. CAPACITY REQUIRED•CORRESPONDING TO AN a-Mltwr4tal t,3w +s1• 1k,1 s- t 1-tu• "14' t-vr 1-w t-w• tvr r tvw' 1- 1.4, AC/I)AL PRESSURE REOUREMENTFOR THE _ xAwwn Oim•NYt .c/aaa.ax ao641 b Sn. b ao4 Iw14 mb Sw p IN. ,Sulo ead. web' Us. 12d b OPEtitNG,WHEN IT IS LOWER THANTHE MULLION IAncr•n 612]r Nh ae/wum•4dor.o cid F43 lab M. amw clod soft NA woft IIA and wA Win t2A (a. wb IIID. CAPACITY(FROM THE TABLE)OF THE SELECTED . aAnetm4q ltr ua.Of r6tm.etNO•.0 P•.4] tWb DOo. WA WA WA rat lad wA Nct WA wA -wA 13x46 +1Nb 22Nb MULLION,IT WELL YIEtOAMMMUMtdiCHOR 4Aw1•na YNh O.C./DIb6AnaY 176/PU.07 1nb Ind w. 16a 1b 16306 w4 wood WA Nob 1N. wad 1x24 ea. w4 ttIDd_ CAPACITY WHICH MAY BEUSED TOOUALUY eAeenna 0.IQ133AgM Op./P4a I1rob +Data wIDb two. 7811. nob wd WA 11Nd it.. 3320x1 'Ma4 162x. Dn. Iaed ADDITIONALANCHOROPt-IDNSFROMTHE 4AKim OArtAn tkGtDap ax.I2rAAm.ti4 WA NJA wA Wil IlA tkA NV, Na WA• MIO- tVA -WA KA WA ttsOd ANCHOR CAPACT7Y7AeLE. 2Awb.a i.N•W.nW FC$OD.a 1n. M. 2N4 N!4 17ab wA 2ab WA 315n Not NOb Nq Ni., N2. waft PRODUC7REVISED fAaM. I.ITIAb,oW FODff4 1004 INR !YA WA WA. NM WA WA MN Nat WA 026 aft t1IDba WmellalfE NOTE:FOR THE Off6tTCUP,USETHE 8AME ANCHOR PATFERN ANDARGHORVAttIFSAS THE SIANDAt07WP- -"(Low)••- Apl-N�(A-b29s,p^j PMUM mode ) TABLE NOTES: FIGURE tt FIGURE 2: FIGURE} FIGUREk FIGURE&FIGURES, S�Iiim t)SEES2-4 T I FOR OR GENERAL CTIONS ON INSTALLATION USINGTHETABLESAND SHEET 26 FOR WF)XPMTit1N ON LOADING.SEE a • ♦ • • • • • • • S H E ET S 2-4 FOR GENERAL IiS7AitATmF7M£7NOD3. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND,OROPE14NO WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCAM.FOR EXACT DIMENSIONS,SEE SHEETS 21.23 HOLES 4' '"A i Na.SID OS TO BE OFU LED 8i THE FIELD FOLLOWING OtME010MAt RESTRICTIOVSSHOWN ON SHITS 21-U FIGURES SHOW = FIGURES FIGURE@• • FIGURET: SUGGESTED,APPROXUNTEHOLELOCATIONS •/�J'y-/7y 16•.. _ ST CONCRETE BLOCK TE&CONCRETE UNI (CMU)W.CONFORMORM TO AST SPEt.1CAT SHAN18,L BE PR SSUOWAND E-TRE4TED D %?)' $TATE • • • • OUTHSRN PEWEE WITH AN SD OF 0.6&I.ALUMFINUMSHALI.BEBOtt3T6 AND BE Ei2STWdC YELLOW 5.126• �fi�.;FLURtOP•: • • STUDSTOBEAMIiNittM GRADE 23ATR14NS THICK t15 GA ' NAL ANGLE CLIP(FIGURES 6x0)MUST BE USED IN PARE- AND A38.ALL ANCHORS INTO METALSFW.LEMEND AT LEAST 8C3 REW THREADS BEYOND THE MA7ER1Al_tt0a8 '/�ir EFLP 112 ANCHORS INTO WOOD MAY BE STEEI-IBB SS OR 410 S$. I•M��• A.LYNN I.ER,P.E. FL P.EUT 68706 TABLE 7A Mafllon C•• Tabb 01,1111012 WON ixaceyat T'"Ift lkom}aopHing N•gM{torlaaza7tary-apAMrgmrMans) _ q C wh wb 1017 w 9017 Win 11oH Foot "Oho tJ423?t TmPiTNV. RW+R4 RVOS•V. Tticn 1-07m,* rMf+Wi• TngTaap RNlnplt 11iNfltry a ➢AYmvp Fw`t.w v twowV. Po1Ct•VlV R*vR ltegr pta Rap'OnV Q AWM.NW IaeOM Lo.Sp tn.6V Ld4ns L.,v Lee•V LeMly isMD }y(U.5<V Un o �$(to.1V L"V Lolly L-ft tft Lidry L-ft L-V e uufwn ter ��2 11 if 1 111 111 111 1011111 11 if I fill, 11 1 11 if if 11 11 1 1111 � m z N ab IMO 700 IMO CIS IS 7w 17OA 4711 SIRS •m Imo M IM.O Bm IMA big 1700 1111 170.0 ml Imo Im Imo mf 1m0 um I?-.Of MA Ins Ixo 604 Imo IH] IRA ml ah im5 704 Ima m fiat ISA IMA a04 tMA AA Imo 890 1700 tfm 1714 wt tRD Tile 170-0 DJT iMA 14R fM0 em 170.0 1790 4700 9011 IM 103 tRA 8111 41114 2701 boa on X wlEb 17110 Hl 4700 em l70A IBe FMA mt IMO 1W iR0 ew fmo it. I/Da in 11114 Mt8 SMA 717 IMA 14H IMA Tm fmo ITµ /R0 IN to" IHS ImA IN IYD 1414 Da. Im m 4 11th Imo m iMA et] ImA 170 IMA wi iMA HIS floo IN M. Ins 170.0 em VIA 14 4 HOA IV IMA iwi IM Pm two IRB iMa ml 757.1 SMB ima aw t- Rµ baa Hi Q wk IMA 705 IIDo MI IraD I= INS iR IMA INS Imo 1R 17x0 1417 1705 114 Imo 1704 ImA 041 It" IHS Imo Ami IEA FHB HDA tom 111.6 tai• 170.0 Mm 02 %NO 1704 1901 ilk mb FMA 1N ROA 74S tM0 III, I. 11!0 1780 IV` IRA off imp uw 179.0 1015 Fµ3 iDQ lma Tom w0. 4042 1. 021 Fizz Ina 4µd ISM Ia7 ISO 1117.6 iia as tea tmi 040 g .aft p wh Imo Hi IMA 770 SMA I- IRA Bo! mA Hm fmo I= Ian un IMS 10411 1. im taJ Ha 4704 fm INS Alm 10.1 IR] 147.0 Ha WA Im Iiao iia m Hn I/eA nH Z 7f$ 720 1740 1067 imo m IMM 495 lm.o iom fair tw to" #tot I= = sellion 117.3 two 'VA Rm iDNA 4574 1210 Too mei ING 4140 t0# IIIA I= 11. 4044 no HE u]d IHR z G�7 mot 17o.P 149 IMA µ7 HAS 1f" IKA INS fµ.2 1104 110.5 HI 1118 it04 i'#.) H• 80.7 1190 Ami B01 µl 1104 IOid 170 m 1104 0A SM 04.1 11N µl Wl µ1 1161 011 HS J N Mb 411&1 II# tMO RD I7L4 1124 HFA 170 Jed H# TES W iµ4 ti# 113.6 IN 03 IW 105.6 He no ti# Son 044 µY ti# µA 040 5" i0./ SLS wt Dts H# 701 am 9017 IPeIm 111.5 IN at SII 04.5 770 171 8N at IN aA 404 33 779 011 DH µI IN 04.0 111 HA Dµ al SII W 0S U.S.DN 000 w0. .S VA 0.T em Q 6N 40.1 TO HA mf Tit is 113 nm µl Ta 0.3 mt 0.i 70. wl Of fOd Tit 6Li 04 Kn Ta lei 414 111 742 0.B Bw eLl R] µJ 0.w 9A iii #./ SSA F- pY�yp yO Imh 825 em wo mo wl ea mJ mt NT Ow 0.,e 804 91 (ffi 41.1 w! uA ew 573 404 311 em M.2 4m 711 ab wo 411 ]!3 SG8 ]0.A m 18.0 110 µ7 fAn fNl� MJf 8 8^ 1774 0.A Oµ µi 870 N.O bm AS 40 443 No 429 0.T ISD 655 •µa W0 520 HS ]42 iM 164 See 043 40. #A asd 22t t8T RA 703 2U tit lea em 214 im X y aPh Ka 4R 0..i a] no 7$ mA /E ]111 iR 0.V 0.0 714 4n EJ 404 MS qi 181 40B 2211 479 214 101 IBA 470 21.1 µ! 103 47e 1e7 W tli a3 R3 3H LA X j isrh 0.i No E1 iw 0.A >a 224 101 its iµ tai E7 HAA TABLE 7B ANCHOR CAPACITYAD3USTMENT FORMULA: K -Antltoto ie T 7X1 • ANCHOR CAP.,,,,,,, .T swu.W aamrnn aatma 1h4a.Cuu FAm p81 P7 Ybao fA.IM (DP„)%i )oAN[NOtt CAP.p Me+aType MAtYaRO.me W£b1A•iM NiTEbi SfA kkaiAOsm 1R'Efiti•atm WASEtro Rn'ebe V4.88Hw Nol.w H29tW =0805) s Sb• MUWON CAP.,�,r Anoho7Ctp PaSlm• MDcon pp.o cr µ170r ABuwttor a(a I-WW) =0805) USE THIS FORMUTATO OBTAINTHE'ANCHOR Fly Oarun MY t^ cIR• t• 7-12' i.ve• r "rt• 2-w r sW r kA . - ofw CAPACITY REQUIRED'CORRESPONDING TO AN F IH tJN• I.Y4' I;F tdN^ r FW FtN• FW I.- 1-114' FW r sA7a' tta' w1c AL PRESSURE REQUIREMENTFOR THE RA2ip. a n.O.c.rA•m•SuaermP Dpi k !Race 0!417 4900 IIHb teub flab Redia 07917 n m 374 ft Path wap 0!117 lain 49017 OP lNG,Wtt73i RIS LOWER T}WJTHEMULLJCT7 4An.M.O is Nh o.c rC4itlsdwolq 0.P R•-H 79017 IOPb Doom ilt b Tab 1144 eaob WA Sob WA emb iW wRb 05. .tfMb CAPACITY(FROM THE TABLE)OF THE SELECTED AAezon u5'Nhtzc78hMe0(R4E i}pp .ik HPO. timin WA wA tUA NM rOOA. WA WA IN WA WA ilwns im- mm MULL.IM R WILL YIELD A M14WM ANCHOR 4Anthona AMA O.G.rR)AOAepb GYp!(ry,ek IN. IHb emb !mob 18046 6Wb 179017. WA M. 14eb mob Imib M. H6b, 1Wb CAPACITY WHICH MAY BE USED TO QUALIFY DAneanarN.O.R/Rl Ar¢tlHr6b.0.7 1170. 1/mb. Haab 714017 ReNb 61017 elab WA Italn 140.17 tlRb E14b 170217 fm b. tae0b ADDITIONAL ANGtOR OPTIONS FROM THE U t AnxplaDAr iH.D.Cla42p.bi.tiS'AMe.PL.Tk WA WA Nat WA WA tDA N0. WA WA AOI WA Val WA RAl WOb ANCHOR CAPACITY TABLE ]AW1m LD E'Mh.QC7F RVm 19017 wOb ]BOb 70!17 47017 WA Rmb WA SON WA 4wb NG 341b X284 ie0b PROCICTkBViSBT) 4ABBPa. I.U'A1k1.--wFlop" r 101117 79017 WA WA !YA WA iwh. WA WA WA WA lar. Sub No" 1t#E. ^+romPlYbs ll'nD IEo FTnISi NOTE FOR THE OFFSET CUP,t)SE THE SAME ANCHOR PA7TERNANDANCFKM VALt1ESAS THE STANt1AROp.1P. -"') t.882'r �1.WP� A�hd�t p1nl�) -d7TL)$�21 TABLE NOTES 4-:11711 FIGUREI: FIGURE2 FIGURE$ FIGURE4: FIGURE@ FIGURE& 1)8EE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET28 FOR INFORMATIONu1np ON LEADING.SEE SHEETS 2i FOR GENERAL INSTALLATION METHODS, fl/ef 2LINEAR INTERPOIATIDN BETWEEN MULL I.ENGTN9 ANWOROPENING WIDTHSI9ALLOWAFRE ' OFFIRrC£NR7• • • • • • S)EET$21_AND MW.ION E DR SHOWN ARE FIELD F SCALE FOR EXACT DIMENSIONS,SEE psi;' •,,yt%Y SIEET921.23.HOLE S-2 BE DRILLEDINTHEWS FIELDTEDAPPROXIMTEOLESE)E TR1CTIdN3 4.W0' 4'00 Nu.5870G SNDWN 00 SHEET92i-2S.FIGURES SNOW SUGGESTED,APPROXIMATE ROLE LOCATSEN L FIGURES FIGURES: FIGURE?: ✓'��';�= • • • • • • SUBSTRATES.-CONCRETE S1IALL CONFORM 70 AG 381 SPECIFICATIONS.HOLLOW AND ,/i, IU .. GROUT ILLEDIXINCRETE BLOCNUNR(CMU)SHN.L CONFORM TOASTMGec WOODSHAI.LSE (� 6 :, • • • PRESSURE•iRBATED YELLOWSOUTHERN PINE WITH AN SG OFO.SS ALUMINUM SHALL BE S �'�` rLOM1TOi:•'�(y: ea83-TSAND BEA MINIMUM OF.I2ETHICK STEEL STUDS TO SEA MINIMUM GRADE 33 AND.846T THICK(18 GAUG4 STRUCTURAL STEELTO BEAT LEAST.12S'TMICLANDA3B ALL ANCHORS 0 ANGLE CLP(FIGURES SSB)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND THE MATERIAL X188/12 1'X4r'X37S I 1•XPX37n' ANCHORS INTO WOOD MAY BE STEEL.184 S.&OR 410 S.8, `F-NULUON MULLION A LWVR'MII,LEYZ,P.E fLP.EX E67C5 TABLE @A ffi Yw2pnc.1 T•a34 LYfd@t Non kellt6Pamir9 t7eANSHmOpullm HiipAt(f6rtbrfm -epanirp ONBarn) � 60h Nb Ab bob tlb 1mh Imb 140. Wb t1$r}i7 R.W41f I T W+4ty RNtrWv wpw;` T0tl{71nn RaetMp6r TOpThM RMr}1e TnN61SS; T vTft 1 R uw. it yfbp, 1'... tS4/OMop. ltceWXMv TA'J 216"Ahen yg p#1ta46ro Ia9llp tnaan9 leaSfp foea69 L1"" y#>A+at$aro lamo t1s1y loediq II-.. Li43q tmebp tnmg Latap It 7vbaM9S {BE d � a I$ I I1 11 1 � 0 0�' $ d� g' g tv if j g H #1I HI 11 111 11 1,1 5 1118111 1111111 11 11 1 114.1Hh11i if o rmN ab 1T0o W tma 436 IRO 721 17050 a76 MA ON 1mA IN 1108 m ITU 611 I!" NN IRO 621 Imo INC t7c,0 621 IRO ISM 180 AI IRO 1713 1mA 621 161.e INC It" Ml 4b iR1 7m 1}0.0 S2/ tm0 N8 IAA 621 iTOD IW tm6 W IT00 .. 15050 611 IRO ISIS UVO 771 SADA Nil 1T00 hep Ie1.4 IND IR. W 1X27 ISO SRA 6tl tat ISM In. iN wmw IRO 7/T 75050 HAJ I7D.p am 17050 0)1 IAA INC t 0 Set IRO Ila 00A 723 IRO INS /50.0 717 167A 146 IRO 7M 139.2 ISM IRO 750 11150 1421 75050 121 1DL1 INC D0.0 750 `G � � Yb 170.0 M IAA 612 IAA M 1= AN 45050 IIID sno 131 MCI HIS tmi K4 tat 1371 Intl w 1168 tI16 IRO 650 733 1376 %- tlf IN'S 3376 1700 AN JOLT 1350 TAA at CaC Q Wh IRO M 1m0 lot IAA 1m3 INA 721INA I" In.I en 1]0.0 1150 IAA W 121A 11Y 12150 all 1112 JIM INC 912 W2 1150 2166 p00 7950 It" 1NA 006 MA IIA INA 9m � 1V tMp Nb 4700 W IAA 74 121.1 lost iR4 Ne 4T2 lost 15" 6W 1201 low 2120 No IN2 IN$ 1322 W 801 lost t21.I NO ani lost IMA a27 YA Ism at RI and tat 110.1 m d a Nh IA.1 os1 1m0 750 IIS) W 161A III IMA W 11110 M 1011 SIT I21A 777 WA m7 1-2 In 0X0 pi/ tat lA AA 050 1000 721 667 W 502 721 623 217 Wit iN Z co 72b 1.7 w I= W INA I. 1162 663 tU IN INA at 404 AM CIA 650 713 601 "I eN OL4 214 mi eat MA 611 TU 633 at K4 SCAIM 102 E04 50.6 i2S gi � imb 100.1 78 It4.1 AM 012 M V.2 CIA 762 722 a2 W W4 722 m7 6tl 6. M R3 66e 21.7 750 00.6 Otl VIA TIC AA W 761 727 661 WS 312 723 502 IN � •fib Z min 1212 w INA W 21,1 'AS CIA w mI as 766 677 AA M T" 14 6" SM 21.0 m MC W mi 621 422 621 642 NS Y.2 M 6150 I 637 5026 m 60T 636 tlh 6350 SIS 5050 217 6150 NS RA 121 17.1 N6 -I NI 112 616 212 W 36O 616 16a 42• 2350 616 »A 423 ]750 616 27.1 NS 7750 310 SOA 607 me OI6 MI 421 % j a Ah 21.2 133 Beb 104 ISA iA {21 3p7 M8 SN 21.0 IN 232 163 Y,/ SN 21.2 03 31O 2m sm 450 2050 321 164 N3 MI MC 17S 4W 716 321 O0tIOO126 31A 30 3250 ]le 2I2 336 266 313 IL 121 712 im 213 ]60 3l ]01 3Y 1650 m) AT33 ]OB m2 232 N.t 321 261 ]II 1et 247 3250 SM 222 221 50.6 3Y Mt 2Zs L�L >{ v imh ?750 221 162 7W 113 210 210 t/➢ SAD tlA 221 t7A 221 Ill 221 ISA m 1U 2l9 I1'J >3^ iNn 2161 2m 1650 IN (j ry TABLE BB rorca a ANCHOR CAPACITYADJUS7YENTFORMULA: � . sbuX an lTAXnY 3pkUs. RtAw FIHOWJO Pl Mod (DP}X ANCHOR CAP.,,,„�,)��CHOR G1P.,v -7 •'3 MirlahO6 rtrD utrm FK/7poniloem 6tWFha Atr MNuer4n vr.um m vPps$a N1B Eko yr SB pm ew Ned M28Nd i126b1 MULLION G1P,�„�, AneXmCipPatima utrrm pgeo111cT ploub A�4ta s-(m)3-M 6Mb(M USE THIS FORMULA TO OBTAIN THEANCHOR ` .pe Mlwe/ t• alJz t• 2-vr bur t• SVT t• 2.97 r Stir 7 0.4• Ox oAW CAPACITY RE4MMEIr CORRESPONDING TO AN Fmte6ae6 tact• Tar tau' tmr 2• 1.117• t-111• StJr t•vr Hu• 1.121• 2 tpa• talr ]r3]t ACTUAL PRESSURE REQUNREMENTFOR THE . MItn4 1r 4an J6NwNaObe1 tI n 3tl. 4mp Wn 1211. 2An no. SNn 4 371. 6M. 6n .SN. 44m. Non OPENING.WHEN IT IS LOWER THAN THE MULLION . 1 M6us D1.16•Mnb0l6tnSt467O1ee1) PIa sT 48747 7tl. WA 1050 WA IpA 221. NN IW BM wA WA Nibs 6Nn 1100. CAPACITY(FROM THE TABLE)OF THE SELECTED 4Mroaes•t41OA.TTi aAAlchaps7INly 7m. Npn ®n txgn tW. son 7mn I♦CL r60. r{an aWn t0(Ab .N2n MASS twig MiAltCN.17 WILL VNIIDAYM64WMM3C3OR . IMmn09Ar Mn.b.GlUGy.BN.iXAtm PI9q NIA IW NP IW WI1 RIO W ILU1 wA 1W1 WA IW NN wA t/mb CAPACITY WMCH MAY BE USED TO QUALIFY tArclbfJ 81901 tmn 146. mm Nen 632. wn Ian 177®] 6An IW. STtn mn 170. 221. apn ADDITIONAL ANCHOR OPTIONS FROM THE 2ATKT� Itr YAO.WF 2-0n 7Nb 61L3 wA tui ftn ttln Rpt tki WA WA t8i Mt. 14n 6Nb ANCHOR CAPACRYTAlS.E FROOUCTJIRVISFD NOTE:FOR TFE OFFSET CLIP,ILSE THE SAME ANCHOR PATTERN AND ANCIW R VALUES AS TIE STANDARD CUP. - Wdirim wish QoFb ne@a o9mm FIGURE FIGURE2 T_L'BLENOTES: • * * • i}SEE SHEET i FOR INSTRUCTIONS ON USING THE TABES AND SHEET 26 FOR INFORMATION try m ON LOADING.SEE SHEETS 2i FOR GENERAL INSTALLATION METHODS. 6Lsml Ade 1111111/ 2}LINFAR INTERPOLATION BETWEEN MULL LENGTHS AHOWROPENNG WIDTHS IS ALLOWABLE. FIGURE 3: ANGLE 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACTONMEdSIONS.SEE 9.1@6' "l�',:'arI;NAF• �Fq iii SHE 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING OIMEJSTONAL RESTRICTIONS .'" - CLI MUST )} SED SHOWN ON SHEETS 21-2&FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS .28VT�`: M0.S6%G5 IM UPA NWS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 381 SPECIFICATIONS.HOLLOWAND �ry FWURE4: FIGURES FIGURES .GROUT•FTLLm CONCRETE BLOCKUNrt SCMU)BFW.L CONFORM TO ASTM C-90,WOOD SHALT. ^"0••� D L,G.i PI: El 8608346 AND BE A MINIMUM EFS7ESSURE-TRFAlED t7310W SOTHtMSTEEL STUDS TO B AMINIMUF Q56LaINUMGRAD 33 LL AND E -�T EO' T�l M6'7HICK(10 CA!!GE).BTRUC7URAL STEELS TO BE AT LFfST.12Y THICK AND A36.ALL�D 125'X9.Iw X308'MULUCN �C�C1��'.F�LCRt0,7,`.�aV•.�,,: 0 BpINTO31-tfrYF A6ALHDR} ' ONAt- 1�• 2 ANCHORS INTO WOOD MAY BE STEEL.IB S.S.OR 41TH10 SZ.BEYOND THE MATFPAt. e 7 tI�``i A.16 NN#11L1.�n,P.E FL P.E.6 S8TD6 TABLE RA awdOao C.P-hy TaN•Imamr lYp OP.nIxP WNih B2rmRcaB}aPNxAo mlom)aO alRp X•IxafWrhOdiagl!}agMlp eWRn.J 6�e ron ass, Mh NY No, INN +Nh iNn two, 12E x326 pslnwW I-staaq. RSMe xNt W-1 R.ttro.r TwRdu4 A.Irod+ ➢ylTxtq fwvwAv lioum a.ueprr pvAw4 teul�ule Twv- RaadrW pFR,rp I RtewMes' TleMaep ygp�]Q 1,100 tOt�o aes9.a I-" swap to-. lawbq lmery I^+Nc >ffiro taax tco3o t �C anaR few 1�'re twat �l L.-. ^4 is 11 11 1111 1 a• ROA[141? ROA W Ms T. Imo ere IMO ae I.A w 1]Qo a1 11s0 bRIsm is. ,%a a1 1613 in. $= on Iw 1Ra Iloo at in. lite 1MA al ro.e 114 IMA .1 J a- een froA W . froA w tab Ne im9 w n/t Ni 4mo of tue aN rmo NI wa am IMAero Nd Ne tmo e10 ab are fraQ ero rE] m tm0 amtroy 1ro.e am lroA IN IMb a+ +nr al lron ea uLe INr leea re ❑u m eat w lab W laza w u.1 Nr 1.4 wa tae eR tw IN ezo •n +a1 asaR fMo Rob aft fled eN tt0s 0R 4Nb ar tau /a1 Sts1 691 +44e M lois aN Rl-0 E& a.r aN sae sex Rd .1 1M1 ass,ai W +nd sst ILf am ale BI � Nn IR1 IED tae W +Ib /Y 1N3 aM lou rb WA sit 403 7.6 iota all rsi im wits an RA r. N.. w ai w Na M $12 1. N.a a1 446 Ha N.3 M IS tli a a Qe 12Er IR 1= Ne -1 eR Rai w ale aR +m1 - its Nr et.e aro w Its m ae au 17/ 61A w ata art RA a'A tt2 aR tar a1 xr err MT w, rob INA al? It's w - s1r Ne ae me w aed Na aiA all ia1 am mb oil la0 ai ae Nr a.7 tw aA i1T w 4. m1 Rr ro.r tN .6 aR ar G r]m ate ete N.I ew N.] Si- Ito W ala e+a Ma M erd eR ab Rf 49.1 aR 1111.0 aA aR aor eR xa ae its Na Ne aR 4eb em 1a1 110 ease tla 4q¢ wn r" ite rir I toe ass, ed eu ite SW aN seta No at 40 H.e w IaI iW .&31 us us Kr ttx 114 M4 to ma 01 42 as - mi LIE.pa mi Mn a.f 111 a0 W.Its,NI 62.7 aH ted NI 160.e m ase NI l64 iN a" al 41.E 310 au al a, 3N R] in xe .1 2u .1 Z134" 2s4 111 mr us Nn t2.< w ass, .5 324 w aA fro n3 - tab Sa Ma w Md za Sia as 161 fA N.i .it! its N2 11,1 m its !N IL4 31i qi N2 tai 2e fFl 2M p •' r mh NA All me >ro Mt SR IW m1 3IA TII Me ffi 221 SII 3]a 141 to ml Su eH RA tel iad 1R IU DI R.l AB 1]b 211 tad S12 {Z- Q of p mtb IItE 2ro M.M1 rel !la w M.i Sot Rd to 161 ul tad tw 1E2 im Q X yZ a3J ttt h t2a w !21 tR loo 111 1" to Xl ze 161 lit 141 ]le Ila la R] 1R r+ iNn Rd tR 162 It" Xf ur 16E iN UNUT t4,3 d 5 X a o TA EBB Is. ARxk9rC. Twopbost ANCHORCAPACITYADJUWMENTFORMULA: zn apwh 3be�. aw F-OAJ PTppo YtM (�.)X(ANCHOR fAP..s,�, ANCIbR CAP. NSM MrEkaMRem 1we-oacm 111"Im � RCEkOteU.m "last.bto'Ekl Rraeua.Ism- 012awd 0.6wY `MUWON • AmharClP Pullme ta.n AOP QO uurcm App.iNR 9ertwat9)amNs% emesis,, USE THIS FORMULA TO OBTAIN THE ANCHOR Ew Remoe iak Y avt r sow I,tAr r 2-vW 1• zlrt r 1.krt' z L4e•, eb4• AQe' CAPACITY REGIRRED'CORRESPONDING TO AN Embodatq i 4. Nv t•sa• wf' r I... '-wi-W I 1-+x 1-+w' i•Re• r iJ2' tae• slrt ACTUAL PRESSURE REQUIREMENT FOR THE Angae us• acNa.aaia.w.lcePlBo-R 3wp 2Nb dma p 10Nb 2Mb trop 354M 1 rase anb will tap -1. tap arop OPENING,WHEN IT IS LOWER THAN THE MULUCaN 4AneAn lq l.+r M1 D.a r9tur etnmgtao Rq.2A eWb rap MA IwA WA wA I amp WA Ixu wA Nu wA aNb asp limb CAPACITY(FROM THE TABLE)OF THE SELECTED fA.M1O3'aW.ac tQ}uaAWYCpt¢p ar trop resp aro-Ita4ob tNeb amp arab NA I Map 701. dODb twee aab rise ta9p MULLION.ITWILLYIELDAMINPAUMANCHOR aAatm a9a'aw.aaNROp nle.ta0•Altn fb.fk wA WA WA t WA WA WA I WA: NM WA WA WA wA NIA wA. .al0b CAPAGTY WHICH MAY BE USW TO QUALIFY 1 NF4RPpa In. leap M. Nab wp lmp lNp orb IMG INb b er3p R9b Ntp moa. ADDITIONAL ANCHOR OPTIONS FROM THE I.IPA6f RC 11-0 R .Ob =ft WA WA NX tNp eVA NIA tW tG MA .tp tap SAP ANCHOR CAPACITYTABLE. NHLWUCr RSYISFD IGURE FMaU E2 ' mtuWYlel wiw tle Fkdd. TABLE NOTES; 1260' Hwlautg • • • PspW1, -ys18. zl • 1)SEE SHEET i FOR INSTRUCTIONS ON USING THETASLESAND SHEET26 FOR INFORMATION St ON LOADING.SEE SHEETS 24 FOR GENERAL WSTALLATION METNOOS. FMouq FIGURE 3L 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING MOTHS IS ALLOWABLE `�11 L•(LYNP!J,T 4, ,1 O..,........��! �i ANGLE SIM wloH AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACTDOAENSION%SEE 3.2bd' "�1Y;•1}CENslc'•_ i CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS w; .••x BE USED `AWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. N0•Sfk70U W PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .. FIGURE 4: FIGURE 6: FIGURES: OROUT•FIILFD CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM 600.1600n SHALL � BE PRESSURE.TREATFDYELLOW SOUTHERN PINE WITH AN SO OF 0.�.ALUMINUM SHALL BE -p-•. SD63•T6 AND BEA MINDRIM OF-100'THICK,STEEL STUDS TO BEA MINIMUM GRADE 33 AND RA:cr ;"` ' -046'THICK418 QAUGE}STRUCTl1RAL STEEL TO OEATLFAST.12S 1H1GXAND A36.ALL �Q•CD'•• A{OmOP. .fg';: Ell ANCHORS INTO METALSHNJ.EXTEND AT LEAST 3 SCREW THREADS BEYOND THEMATERLA. 1.2SX3.2VXX.IaP 010&912 ANCHORS WTO WOOD MAYBE STEEL 1BS 8.3.OR 410 B.S. A.LVNFtMILLER.P.E. FL P.E.f 68245 TABLE TOA � - YUBabC/Pad hNa Mlll') tip kkk `y @afAnOW6Gl 0OtwII9lHdpemfn0oni9as)orOPa>frtOHaGm09rl�r9rfaMdPanOC AEG=) �,YE 9h qld Tom ah aY NNI fmr H0h 1289321TIM, Kugenp4qAUnW imird-7 w_.,Eo T 90.+ RtsYRJfr '110+.0 P�UwaX T41Mrf. 6Wr4� T.pwA . R-mom, uIvri q, Ib.4- vWrEm,+.Ix I..mD toms. I.Ii. wy 46q 1.6. i..A09 ic"V LaodI:O 1-ft L-ft Tarp tNob9 -ft I-" tooGcg $ a fa Nli= asa g1asa 1 1a d e i i i i # € � 3 `atemtu11 to 8 9 a to It to 3 to 3 t t to i a g t 3a to t3 z y or we 6W INA 416 1.0 719 V10 411 tract w 80.1 Nl Im.O Ia wA 611 1101 1111 INA SET 110.0 IND IIID at 1N0 Ha Imo at VO.f 011 IND al Inc I09 imD 5% Nf. ImA M ink ON WTI 00 Im6 6N In.0 m BOA 0a iw IW 1106 Yt VOA Tail Inc 9n INA HIT 410! 6n Into ITO In$ 6a tsll "71 1,140 Nl Hu ism RDA, Sa 6P6NF Imo iO t10A M BOA 01 1ra0 691 10.0 fNf 11" 6N 1101 110 "'A M all "1 1100 111 +10.0 NY 17od TY TA - MA w.0 1Y UtJ tn9 1100 116 ID.{ im 110D ra 4• N Yr its NI INA 959 1100 a6 mo 611 w.1 91td BOA N9 iN6 tin RDA, 9a M. 1114 /N6 IR im9 t6Y it/J WE 1100 Ni 1N,1 1Is I'm Kt w3 IM 80.9 Y9 qr 'IM0 w RDA 01 1n0 It. tm0 NI 110.0 00 Ow in Ink 1111 1100 9N 1011 fill 191.1 996 US.0 HIT INA 1019 TIED USE 1011 161111720 ICU a.6 1611 TNA 100 r�SS ai. IAD us mf no 1710 Nig /IE9 /9 wJ 0Ot Imo tN IW SRO 1NA 11% 0U IMO INA aN OSA 11N TNA W 1519 /m qa 1)10 HU am i.l ITM U43 1RO qle 1110 %t 110D I0 Imo tin 1910 in tfl.6 mi 110.1 IWl //1Y INS IM 110 UL1 01S 111.1 f0a 101 I%! 1959 q9 004 9N %J 1N9 5$0 116 q.1 W. TND m 7 N i R,,,• F mh tnA /Nl ImA 00 1119 Yif 156E !n ftu 1011 tI2I ns mt] MIA DRi No ME 1.1 HEY /0 of INS 6111 i0 to n6 0A INE fU M 626 EON 0.t aD y NP 10.7 YI 1051 m 1119 Y1 1X1 In 101.1 Y1 I152 101 152 911 TWA %/ Tf] YI 91.1 iq lfA Yi 03 Bt %J. iY 611 MI Tal >n NJ Yf IED iM 4¢ Nr TR.6 994 uli T91 1460 06 it.l to N] M it L 161 as IN TO 140 139 04 951 Jm a. 9st SU NI mlmi Y.t ail %0 101 41] M qA Amof lit q1 IN 14 nl 91.9 60 nA nl iu 616 W 999 at 5% N.i ail aJ 60 a10 m 0J NI 0.I w 9.T m 311 111 Ml m EA 1161N in IEA 610 tm 117 $A NA 0I d+a av 4U a0 as = us "a 0A IY Iia 6 IEA 4N 291 6a ]U .R S3 a0 us Its mi a0 NJ N0 � X 1Nr ql IJA N.1 as 14 111 0A 4N 3SJ Jq 11.1 IN its 1q SEA 1a 911 40 2151 90 N.1 ff n.1 01 $I 161 IEA 1q iiJ 40 %A 315 195 166 196 110 til N � .• 15tr IN 9tl 109 IIA Ni 0.1 10 91.1 'Nf 151 0T NB NI >u 7a iu III 192 110 nJ 41 t9A-ii- of 959 N! SlA m 1aA Nt fl9 iq N] N1 nA N7 rj _ wh !41 9N N] 9N m! RI SID is 296 m )l9 R1 $1 310 S1 >fl 211 m Ilk 326 111 Ra IES Ar fii SN X) )N Cf X to t0h nD Sat tit 914 916 to iJA 20 UJ 1Q tU 99 F• N Q � y TABLE 10F7 MchOrCJpdH7aaODa) ANCHORCAPACfTY ADJUSTME TFORMULA: Q K • _ sumldlA 2511 114- SfmD.lJlu TaNcuu "w- Ydu PE (WAN CAP., ANCHORCAP.e AM1Jlp0 SdrHWUlam yrGmnJ090n 91rf&O YI9HOOIAtltm ttrB9UA Sm 9f•888a OdrEhO-WEBA fU9iaf 0..tw mascot MILL90N CAP.•„,, Mtll%ClpPatbma Umt011 A011 Liam AlsDoda 9cA'A{m)8c4>lCa) 9d6a F36} USE THIS FORMULA TO OBTAIN THE'ANCHOR Dram .r 2-W 1• '2a/r a1Ar r avr r I lair r sur r OAr 661' oxe CAPACITY REOUIRED'CORRESPONDINGTOAN Eee�emi .tad• lsre WI' la+r r uvr Tur tau• I-Err 1-va• Iur z gar faer WAa ACTUAL PRESSURE REQUIREMENT FOR THE 9Axpd®am o.c.4m.Wmao cq 0.p p p lrom mOp Ilium %om Imp sum rNlet v p 6Yp Nap mfp tom rwp OpENMQ.WHEN 1744 LOWER THAN THE MULLION 4ARPds S1h O.G1DI9pbaJ .opfl stow Tap Na WA WA N4AT.D. WA t9A H9L wA Im q9m atm ttmb CAPACITY(FROM THE TABLE)OF THE SELECTED MORE',R9 AmbCiPl9 � Emw Imp l�tp tamp IsBp ADD. amp - NARa Tom Gap 'd I. Gam to. NWp MVLUGH.TT WILL TEDAMINIMUMANCHOR 9ARmd NO3/'Ntt O.¢IU Yp.w Amm, 4 14A d01 WA TVA H/A WA WA 9N WA WA WA WA NN WA YOU CAPACITY WHICH MAY BE MUSED TO QUALIFY fANevlFcp Iqm iqp �q N E. eap wm lop rnm aon fnp M. INp Imp Trp Ie6a AppITIONAI ANCHOR OPTIONS THE YAAVOa 499610 O.CJF 90p mop dN WA WA Rtl tap WA 1OA HaL NA WA M. IYp aDm ANC HORCAPAGITYTAB9E. PROnUCIRfiViSED nc dYi99 Mlh BnFW5i11 uiWin9 C6A1 16•bus.6 FIGURE f: FIGURE 2: TABLE NOTES: ^1.2b0' �,"' � �} i)BEE SHEEiiFORtNSTRUCTtON30Nt1,RING THE TABLES ANO SHEET 2S FOR WFOtANTiOHDY ONLOADING.SEE SHEETS 2.4 FOR GEN ERA.INSTALLATION METHODS. 11111lI FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDA)R OPENING WIDTHS IS ALLOWABLE ANGLE3)MULUON AND MULLION ASPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3,250• '1``:'•�SGENSg•'•.F? OUPMUST SHEETS 21.28 HOLES TO BE DRILLED INTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS =\ . BE USED SHOWN ON SHEETS 21.28 FIGURES SHOW SUGGESTED,APPROXIMATE ROLE LOCATIONS. No.05T05 IN PAIRS. 4)SUBSTRATES!CONCRETE$HALL CONFORM TO ACT 301 SPECIFICATIONS,HOLLOW AND GROIlf•FIl1ED CONCRETE BLOCK UNIT{GAU)SMAII CONFOFN9 FIGM4; FIGURE& FIGURED TOASTM 080.WOOD SHALL BE PRESSURE-TREATED YELLOWSOSlR4ERN PINE WITH AN SO OF0.5&ALUMINUM SHALL BE .�4• '� y T- 1</, 6083-TS AND BE A MW IMIAI OF.100`THICK.STEEL STUDSTO BEAMW WUM GRAD433AND - �i .046•THICK{180AUGEL STRUCTURAL STEEL TO BEAT LEAST.I25'THICKANOA3&ALL •% •':�GOR40+``` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREWTHREADS BEYOND THE MATERIAL 12SX3.25XAZP 'iS1J�hJ:l�..Yew 010 S 012 ANCHORS INTO WOOD MAY BE STEEL,IM S,S,OR 410 5,8. MILUON 0.L4NNIffiL1kR P.E. FL P,ENSB705 TABLE 111 _ MIBio9 Pap001y1BN1 PFL[Lq OPIRtlp Width(Yrwdl4yzpnini0mlJb )u OpmOR HN9ht(41RAia10lYs0YdaD tlpSmB) N7yt p 6086 Wie roY IIF 90h 10086 1xh 1RY ILOY AA p PJ611ryW T'MLLIF IbtlaM6a h.pllBq. IY0ta w To{Rlry RMvy11I TTyrlbtap. Id, itWIBOp PlanOub Tno'IB17. Rafm041 TWT-5. R+[W'Iia TrWrftO Ri4D%4. Re9lhbp 176■711 LwOnf I-" �� lnAfeO ladiJ la4p 11197 L-M L"A" u-, 1e 0 la.1FJ bi6R U-. 4tl'•M Lash IJ10n1 LINb9 �Y MYm.TUbf 5 5_ £ 5_5 ;.,It 5_ £ £ 5 It, 5 %.. 5 $.. 5 $.. 5 5_5 5_ 5 5_ £ 5_ 5_ Lumen 3 �� id 5� 6 a8 E id i id 4 F� i iE i i� i F 3¢ i dd i id i i€ gd 3 i8 { id i id % m a a¢ a a s ai g 5 fia 1 a� a €1 A En 9 Ed8 E6 3 E 3 E8 !i F2 sT$ 3 j Fd i F� � & EEd Ea 7 ! 8 3 E88 ES E8 LD Rb I14 in Irol IX 1x0 711 Son lU 1N.0 I6O 9a0 N0 Inc I0, IMA 611 Imo 1116 170,1 pl IRA tm 9U m 1ma YID IN.0 611 m0 im Ino UI ms Im IUD pf rU 9b Vao M ml SLI U01 IDA 1N.0 SM IRA 0] VOA as IUA iip CRA Nf 11CD vs.,m in mA 14 LI 1NA 60, 114 1710 Iro. 6W gad INI IRA no 1x0 )E7 IAL m 00.17bh IRI TR IN.[sp 1RA Ms IRA pt m.1 1866 1711 0,1 100 Uri IMA m ODA IND t74 Tlt 1UA 1111 IRO Id 1RA IIp 1x0 IN VLA = 174 Uf ln0 2]0, IND TM I N 86b 1x0 m 1RA f4 IRA pt ImA R1 1NA Illi nol IN 1xD 1116 170.0 m II0.1 NL IRO OJT IRI GU 1x1 W IMA UU m0 NI 1R.0 -1 1Me MI 164 ila INA .1 W p � tD fOb 1x1 IK IRA R1 1R0 1W 1RA 711 1RD WO 171.0 0,1 1RD Nt1 IND W tT4 1611 1NA 7% ITOD mt 110D 101) 1RD nx 1x0 fm N4 nu 1x1 LU 1ID.1 ]19 174 1061 f m pb R0.0 fa 1RA T/6 1nD 1111 1x0 OSI 1RA tN1 il4 MD 174 11U mD 100 V4 flil 1700 NR mJ 1af In im 164 R® 1x0 tla /U6 m1 114 un 193 1060 1R1 ten W pin tI0.0 fN 1ro.1 I9 1xI II1f mA fol 1UA 986 txl 10R 1NA 1/6I mA 1067 R4 VA Ind tIp IR.O IW 174 1310 ip0 fla 1110 1171 Vit 1MI 'MAJ.. IR1 1966 and iRt Z N Rin 1x1 10U iNA Nf m0 we LDAten 1R.0 N! IT4 190 IRA 17R mA 1710 ffi1.1 1114 iND U1S 116.1 911 ffi91 m6 114 iIN till IN 0,.1 VN U4 on W 1TU 1R2 Im � LLD HN IR.1 i1R 1ND p1 I. 1Ni no 10101%U1 tffiA 11.0 m9 IRA 1666 ISLI VW 9M 1661 1613 966 111.0 1550 UI] -1 R] 156E 1TU 'M MJ bb IRl 91! nJ 12 1711 UII 77 � IIZI RY 1N.0 II61 1101 1214 1701 1161 1N.0 IfU lal Nn 1R! 916 1161 Nn HID 1ID1 1211 Un 11.1 1201 101.1 Nn 910 1111 nJ Un 114 to N.! UR 114 In. 663 tin t09.3 lta WF 11]1 I1N UIJ 911 114 11N tpJ 161 afl 1210 1pJ tlt 14 1110 x] 518 t4 1111 pJ IR its Un 11.1 OU m IIID R] ml NJ 11N pi eie /lI 1110 al W Q Ot a at. 111.1 IR IID] 0R 175 96 101.5 IM 0,.1 m 64 M3 111 176 R6 ® IL fTb ltl nT pi 076 aA IPI W IR IIA In RJ in D]] m E6 96 R] fl1 )C Z� 10186 a] m NJ 666 p6 171 70.1 Iffi SIJ m If] 614 611 Itl Ila W 121 91 ISO 655 ILC 171, 0,512 N7 w ill 170 In IDJ nl ]4 at X7 nl J7A 6U - M IIIL AT TR R] 91 nn 1R 66.0 IN ".1 TR 64 861 R] T1I U.f pl 121 170 I4 IU U.f Tx H.t III UJ Tffi xJ fa nA no ]Lf a9 pJ 170 IDJ 611 � m fIDle 61.1 W Ill IW 14 p1 611 6a RLI 6R IU 6U 173 On l9] 686 )U 131 b4 6V XO W 7)] al 750 W 111 IU ]fA W Sli 609 LL/ RI iiJ al _ x y N b WF k1 IU XI 100 R9 pf 111 1ffi M0 l!I 261 Ifo IIJ IN 321 x6 11] U) IDJ XI 9] lA UI 9i Q O !] q$$q' Z TABLE IIB ANCHOR CAPACITY ADJUSTMENT FORMULA. MCNArCRIAMITANI bs) ANCHOR CAP.,,.... 6Ylvma xn09art1 auama NOnplu -mu W- MN (DP„)%( ).ANCHORCAP- AntivTy71 Y10'FTIOwaO VlQOUAN[4 B1I flIPBI.W.. yeft.UYNon v1 011(TFlm Uf4IXA -I(as 170,81171 N9kd MORMULCAP.,B„•, MNArClp P4tM101 1Arorm Aq�0>BNe0(Ot)BeRI 6Uw1057 USE THISCAPACITY FORMULATOORRESPONDANCHOR [ nY�is r avz 1• 3.12 arre r 1.vz I. 3.12 u - z A.Ir a6r oAir ACTUALPRESUtE REQUIREMENT THE AN FmOeLnm1 n fAu• tar Iv lar z 1.w• 1-vt• t-vv n 1-w• tA7z z fya• lair wen OPENING, WHSUAEREOWERT NT FCR RE -2 M.O. 191MAI0 QOBY 913 TOm ]9b 1714 wed, 16Rm 90m b b 7104 YIb b 916E Elim IRE 360E OPGNNG,IDIHEN IT IS LOWERTFNN THE MULLION IMbI®1.W Yh QG IBIatl1a4OIfe11Pp 0,T p)b Tmb NG WA NG LIG 9104 NTA WA WA WA WA mm Bao RTb CAPACITY(FROM THE TABLE)OF THE SELECTED IMMIOauh B.G/W2LSARt�1/PI9 b1 IRE Tent Amen pm4 11®4 61om ARb NG 1rDn Tpm 8mm 48120,E m w Bab ttmb MUlbN.RWBL YIELD AMINOAUM ANGIDR IMIooOOJr MhOa.lU1]p,Fb.50PAYh R NG WA NG WA WA IUA WA WA WA NG WA WA WA WA IR'!b CAPACITY WHICH MAY BE USED TO QUALIFY f ARIR/FCDWaG tm4 104 Zm4 Mbn BIIb t11m Inb In mod 1Nb Lab J13b mb nom 717E mDb ADDITIONAL ANCHOR OPTIONS FROM THE SMOmG L1S L11I QC1F ZOb DSDb MG AN1 WA NA1 Imb NG WA NG WA IW balm IRE 9Am ANCHOR CAPACITYTABLE PRODUCT RBVISBO a mlrptyln 5vid d.FI 1.260` cdd AAm 50, FIGURE I: FIGURE2: TABLENOTES• . OIR �2) • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR NFORMATION by ON LOADING.SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHOD& M 0d0 Flodod 11111 2)LINEAR INTEIRPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3)MULL!ON AND MLWSCALEON CLIPS SHOWN ARE MOT TO SE FOR EXACT dMENS10NS SEE S �I'-R .•••P ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ' •'.�: BE CLIPMUSTSHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. /No.6a7os N PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND !/1' GROUT-FILLED CONCRETE BLOCK INR(CMU)SHALL OONFORM TO AbTM690.WOOD SHALL zl'• �'6:7U^ FIGURE4: FIGURE 6: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OFOSS.ALUMINUM SHALL BE 624• �U'•, ,'E O' �Tl` 0 VTH�B GAUGE UM OF STRUCTURAL SITEELTTOOBM1BEAT LEAST.125•THICKANDA3S ALL �:�Css LOH10�•`C`( `� ANCHORS INTO METAL SMALL EXTEND AT LEAST3 SCREW THREADS BEYOND THEMATERIAL • 9106012 ANCHORS INTO WOOD MAYBE STEEL,IBB SS OR410 SS. 115•X3.WX.6W A LYNN MILE It,P.E. MULLION FL P.E.9 55705 TABLE 12A M1dpoR Cqwfty TytdO �O NIRgi dais(taNnra01`tyMroINbM13)oroF1JoIHRegIM(larM -dvmA=) jl � ash 46h Tab AS,it 1 qY t0ah Inti Nsh 1wb C�41 • nwris 21<XSS 1t.AV Le.4e! u-ft t q t-dbu U." Sit" L--v ;.ft -ft -tV le.rJ+O LQaN I(fa, I." 3maOa 33+.0'4 I0.2p AluftTubo 1 11 fill, 1111, Jill, z �mmN ch INA alt INA /S7 tray 1u Tito f70 Ina an 1248 Soo IAA to ins sup 170.o Ilto Iia 0a 179! 1240 Int 6a 1]0A 1418 ina 41 INA Ins ROA 431 1N0 teal Ina DTI ISI. Rab No Ina am I]o! am ins Sea (VISA an IrDA a3a Ino HIS 11720 4611 IT19 RA ina a" 5700 1411 Roto w ME iM Rao W 1.1 Was R9A ON 1720 2Mr 1740 in astsY m0 TIT 1?" am irao M Ino a]1 Ina im Ina ISN INA IM Ina 723 Ina ISIS Ino 747 170.0 14" Ina ]as Ina, INS Ina TO INA 744 1-1 M Ina 2291 RISg na � K 84h Inv Tat iNe ail 117"1 ISD MCI Its IToo Iin I Ino tat INA 1226 Ina, am Ina tui ins w Ing /494 Ino on troA INS 1194 all Ina as isgial.f Rao tan tM 161 m (') aaw IAA IIS ina NI ITILO toss MTs M irao flu INA 011 Ins HIS Ina 1/4 ITIS law InD W 11720 till ROA I= 1110 3127 Tno Ion Ino SON; Ing Igo 100.0 ata INA too mh 1724 w 119.0 TN isswil/716 MAI 49 Mw uu Rao N4 I- Iia Ina talo Ra# tAA tn9 we INA 1469 1110 In Lw = I= 11272 w.? 2aR fAa /m "" 254 SJOA art f ip ooh im an Ino Tao ROA it" Ino pas 17" loot INA Iso! RgA Isla 1110 in Rio ITU 1720 Ilam IN.O INA irao oto IND 1D3 WA M-USIA w7 170A 12U tum 2{a 1]720 uses E Ah In! lON 117720 •1D t14a 2714 !N0 iQos ttOD itb iN0 Tin TA9 IM 2714 1204 flat fait iN4 iris Ing 2124 Mat a6T Nae NN 1nA 1w INA vu irao 144 IAs2 2184 t]OA Ism Z V) gyp }S�`. 77 Nh ins list Ino p7 INA 13" IAA Imo In* 1470 IJI! M Ins /n1 INA 1322 160.1 7246 tma His lam Iwo tno 1W6 RSa Ins t01A 160 los 'm Igo 1N7 w Iqa 1w Mi � a W 4D•]888 U 19h t72s (1611 11720 901 17tH oaf 11724 1116 /790 Nit 1724 2210 /720 f6f2 11720 11]64 fe2T tali 1710 NN taA }4611 Taff 7490 iiia tut NJI Nn ae2 fosf 131.0 tIN (0.p 1m1 /3>A 1384 r b, mal 1720 196 1110 11M tutu 191 1640 Rip Iae 1746 ImA f1q 111- 194 121] 1172 qA Tri 1142 114 tOl 1346 IOTA 1131 ]a8 11]0 QB Ila tip 1346 Q7 Itos OL 1346 241 1446 46h 11.4 ia1 541- 21146 taA I= IA.a IaN 1043 fop 1112 ion air, no NH ysA lap 469 imt nl 1720 t24 Iota NA Ist! N2 00 MT tap .3A tR at lab QI O0] F •�Ypn� � O looks 10" NI IWA a1 a3 NI Q9 162 710 pR a2 ASN sA7 m 40.1 M 0]A tl1 tiJ ate OtA On 16.1 816 43.1 wl Q0 116 4A Al 40 M2 324 Ott AAA a1 M �a ITS ISA ala a2 aU 74D Nt N- M QI Nt lab aoo iia 324 M no ata 692 TN 372 4118 81.3 TN WI 1tt NA rot N.i eU 30] T4 MI /W 9.I M ROY Nb ri NI Tie e2A M 84- M at M 0510 646 472 ri IIA Iia III lea NA 917 42 im 401 610 old /oo NA Om TA 130 31.9 NI 424 706 ORA .1 y Nth 452 80 02 m! ::I 1N 4.9 446 313 BM SIA Sti ASA 6IS 242 NS ]f2 ASIA HI (10 2tA w6 a.1 N4 fa? I4 ab 401 nA Sts RI 146 I" 418 149 4N V el• Q TABLE 128 A4ANCHOR CAPACITY ADJUSTMENT FORMULA: chorce Aida 9Aetr3fy oyynfe sm, -43W F33BWA PTWaaf -10 (DPr)X(ANC3I7RCAP.,�,�•\QANQIORCAP... -fi tY prem W3B Eea ria Bm v1sa Nps 1vsum N2sr 1st 9wd MULLIONCM...•,., 88 MdfwCTp PatY7Ra Aem Ttpit nret49nsm vrg7e0la6m vlKaa anreReutrcm vr13<e173•Im +0ifl1tN1 OEam Avast.safn(cp}ft-m eme4" USE THIS FORMULA 70 OBTAIN THEANCHOR [ef]e Det•te am 1• 2•vT t• YVT Sur r avr r 2w T a4lr z a4s• aer asr CAPACITY RWUIREO'CORRESPONI NGTOAN Flops I Ir 18r 1JN• tr9'r T >_w• I.vr r.IM• 1-vr t1N• /nlr z Wer 1y ors ACTUAL PRESSURE REOUIREMFM FOR THE 2 Qa QGr6Te(4y4tr9N to emm b a»b ar" 76Mm (roti No. 340 mi. w swb Sacs sf7b3 tmh5 -OPENING.WHEN it IS LOWERTHAN THE MULLION 4AROn zm•Mhol7aVdua ®•OatPOlp ]tom rub (31a Nmb 1421. PER Mat NA roto wA Ago. xA mum amb stab CMACRY(FROM THE TABLE}f.IF THE SE'lECtF.O 6AatM.B t,a•Rh OA YM304a138mr20IR4 smb Tma l`W. WA too Mb NA 7giN NA WA m wawi nab lfimb MULLION.IT WILL YIELD AMINIMILM ANCHOR 4A ii-Gr11b OA/ MAM.M.t07p4 Mb S", 56mb /tISb gb NA nom TIS. am. I-b ala 446. stab CAPACTTYWHICN MAYBE USED TOQUAUFY pAaLrrv3GrWR o.al mha7 Meas I1ro. 1170. roma ASIA. 2N3b sob WA 1tIAb It." M. nab 1mllm nab amu ADDITIONAL ANCHOR OPTIONS FROM THE 3Afrtm$iNYA QC lU Wa.>?SAIA1.44])J 1vA fR4 LVA NGi ltat 196 WA kn1 tv4 NA WA NM NM1S WA n ANCHOR CAPACITY TABLE BMOm obl•Rh 0.1IV ksY.9rA41 4T NA WA NIA WA iW NA WA 2133 WA RA WA !¢i LVA WA 21 b PRODUCTRUVISED 2Amla3M2m'NN OA/F Snm 970. 115. 113. 71b NA AS9b NA sub NA 4IA. NA us. inti (Wb tanPlyivb MNYtO FTotis sARtms i.h•Rh O!]Pt3 t tISb On. ina W. NA WA 39b NA agaa tial WA NA 4111. 1.0146 BWb DIy7dvW Dade NOTE:FOR THE OFFSET CLIP,USE THE SAMEANCHOR PATTERN AND ANCHOR VALIIESASTHE STANDARD CUP. Aeeeptmte iaf S�OKT21E.a?pj (::7:)CIRCUBD VALUES ARE USED IN THE EXAMPLE ON SIEET24. E.P2.1 DAIS 4D4( FIGUREi: FIGURE2: FIGURE 3: FIGURE4: • • • • • • TABLE SHEEB: 2.000' Att Alda I1900A 111111111/T • • FOR RUCTIONS ON USING THE TABLES AND SHEET Zb FOR INFORMATION ON ttCAi}2dG.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METIGDDS FIGURES: FIGURE(k 2)LIGEM INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. _?:' ••.;/ • 214;t7711N • • • • • • THE FEND AND 4IUNG DIMENSIONAL SNALRESRENgTTO SCALE,FORHEETS03M3,FIGURESSIOW SHOEETS2/13.HOt APPROXS TO IMATE HOELED 4.W0• t., `C THE FIELD FO110W7NG DIMENSIONAL TLE4TRICTgN3 SHOWN ON SHEETS 2123 FIGURES SHOWSUGGEST®,APPROXIMATE HOLE �1 / - • • to CATION& %'0'.u• t�rq p i` FIp1RET: FIGURE&FIGUREQ, FWURE IO: 4 SLIOSTRATES:CONCRETE SHALL CONFORM TO ACI 701 SPECIFICATIONS,HOLLOW AND GROUT•FRLED CONCRETE BLOCK UNIT Q ANGLE CLIP ) Como- BE ': (FIGURES SAH) (CMU)SHALLCONFORM TO ASTM C.90.WOOD SHALL BEPRESSURETREATED YELLOW SOUTHERN PINEWITHAN SCG OF 6.&, '�CCS >,T��•• Mt15TUBED ALUMINR)M SHALL BE 8687-TBANDeEAMWWIRAA gF.12S 71GiCK.3TEEt&TUDS TO HEAMWIMUM ORAOE33AND.046'THIX(IH 2'X4'X.2S aa1ti0H 1 W PAWS, THREADSTRUCTURAL THEMA LTO ERIAL-EAT LEAST.12V THICK CHORSINTO W OD ALL ANCHORS INTO"SX. 841105 E1CfE11D AT LEAST 36CREW 1j7 1 155 • • THREADS BEYOND THEMATERIAL 911049112 ANCHORS INTO WOOD MAYBE STEEL,18858.OR 11655. ALYI��N 4.#5670",'I- FL P.E&EB78S TABLE 1370 Mile.Citpolly T.M.01c.M D nM YBdet(MrYa,BrAH9P•t312O nd%-).rDP.AIbgH01DM JwhMmto"GiriMEPOt e) �N$ 50M eon Rb NO, Mb tmb ISO, 10b tmb pyy¢3Of Rxt,WWr I TnpRdec, Ib WON T,Op M,O RWoV/•I 14PMp. RmWDdO, UWTIO,O, RtN49yli 11ry0Wp R4aY1o1y T1mTA,0y RtB.DW 1W01Rp, Wct.op I T"PmOp 11*1A0 I 1CYOtA•D 6 244436 Laff 1740+6 L W 7m6N tbMC U.&V tOOdN Las&@ I t^d:B I.iwdni taia I-" LIO'bV t"ft IxsQ6 La4i0 1.0•17 t-ft III fill 11 GO. Dao o70 ItmoM Ina 710 Imo m IRE W Inc I act nae M2 Dad I Gro I ITU life Inc I NI 170.0 16510 1w0 631 DOJ I HY im0 m t74,0 1735 I I70.D mi Imo IM Dao RI O 1- 0h Imo TOb I tall of 0"1 bN im0 eel tat in Imoace me H9 imil too fmo 1776 uul in flu 1sT Ina 866 Inc DOD int m DOA ml TNA me /m0 2241 Imo I33 3 � Tam6b 1760 117 1 tmol by tmol 406 Imo pl line 7010 1 17401 ESN 110.0 1197 flu 7L Dae /35 INA 1 M) Inc 1104 fine 756 Imo Dp VAD 755 17o.0 =I Inc Re 110.0 21H 1m0 Tee E Nb 110.0 M I limol pi mol OfO Dao 801 lime Dm Intel Tsa GRD 1735 170.11 dp 1760 7110 17611 637 1mA 1004 Dad 636 f70A 1011 Im9 661 1110 1231 TTOA Lt 170,6 E2 Inc BSi ILI co O 4 Wh +70.0 M Imill 701 1100 Tom 1m0 701 1704 ON 11401 108 11011 1417 1700 ON tRe 1510 Inc 05 Inc 1 I771 In, 1037 1700 216 two 3 IMO 10 Iwo 1067 Imo 2637 DOA IDS co tlb Inc we IND I No im0 lite 770.0 02' Inc Ifect Im0 I at 1760 147 1m0 tall 116.0 173 TNA tem im0 reL Inc 1122 170.0 2231 !w6 1100 IAA 263 im0 1170 DQO 7076 Inc I 111 tlh Dao p{ 17101 7L 1w0 11011 170.0 to 110A ISei IRs 16113 Imo 1565 +w0 1104 110.0 179 Inc 1165 IRD 1440 1160 1201 Imo LE 17Q0 1216 Imo 2m IND I I= Imo SID IRO 1167 Z � k �. •. g nh Dao im flu sA TRO 1276 170.0 ION ilea 1490 iw0 1120 179A 1100 lm0 my Imo DA imd 1376 HOLD 2126 IMO tNt Dao 255 Me 1406 110.0 NA 110.0 Ne, Ino Sial IRO Me � (� An 1mA ifa tm6 CIT IRS 1107 Imo 10m 1760 DN 110.0 1100 In" 1711{ two IST{ DOA 1010 Inc 101 Inc 2245 17x0 1606 1780 file 1R0 1L fwi 5140 1RD IM 110.0 3510 Iwo 1701 � � Z• An 110.0 1161 DOD 107 Inc oft tme ills Imo tett /mA 122 IMA 160 170.9 IUD Dao 202 170.0 1474 TRO 2762 imd t56i 1700 219 1m0 Inc 170.0 >m Intel fill a" em 7m0 ON - Q N = N' Wb IT" 1321 IMO 1144 IAA ION InD ISL 110 110 IND 1401 INA 2175 1w0 tatl IRO 2L1 Inc IM 170A 2855 Imo 1914 Inc 319 2 M25 IWO NIS Iwo 2273 riAb 3113 U0D Tlet Oob ImA 1417 I= 1332 170.0 tM 170.0 /410 Il0.e 1933 5760 tat 7m0 229 flu fm 170.0 moDas 1852 Inc 209 ROD LOS tae 3101 IMO Me 137.7 I'M MA 240 fall Sial Get, 24L N N u �TfO`�� Imb ImD HM 1100 140 17110 101 IAD 1&7 IND 2231 1140 IND 170A 2550 IND LA IN.0 2710 ITO 2211 1113 01 11.0 L11 IRO 2761 110.1 Il11 ip./ 7R1 1169 2251 13.7 7791 110.0 2100 dRI 11tH 770.0 1870 1760 1110 ilea 19611 /1011 1100 im6 2$l Das HI32 51011 Ilei Me 210 HtA L33 7623 LY 1366 202 IW 221 1135 LL 1261 Ep UD Zffi tilt 2@p ea4 LCI 1003 mop ?( Y 1" 17011 TAI Inc 1m 170.0 2126 1mA , 17.01 279 1501 /011 1761 2252 1170 IP01 tmt 229 in2 I/Y 100.1 7252 110.1 1916 041 7252 064 1873 702 TES LLB 197 5770 2102 CIA 1906 FF � 111 eo f44M 136.1 126 140 1443 11.3 121 1..3 1125 cep NJ 2401 m2 1'563 00.7 f7p 10.9 Dei TLS 7373 824 1510 867 735.0 Ott 124 SGA riW K7 Ia& 413 13115 30.1 1010 44.{ 129 Q tV q+ Q C2 TABLE j3BANCHOR CAPACITYADAUIITMENY FORMULA. �_ o MOnor 1 T N ANCHOR CAP.,,,,,,, TngApy. SAS Dom F.4ow CIT NtW (o r)%t .ANCHOR CAP.., An0vtT3pa Y11iEhoit- WFhaNbOO YIrgO YIr89oths•t W-E UVOm WOOD.Y+TEb,wccf a Jq) JI285M mEtill MUWON CM....,e A0CA0rCilftPJ4Jmf Wtrm AQV*" Ul-, AW.O..s.+.18a&mrt<s52 0-foo USE THIS FORMULA TOOSTAN THE'ANWOR Ed.Ohm(07 1IT a•or r I 2•1Tr r 2.1r2' 1 r 9117•. r 40' Dbt• 6521' CAPACITY REQUIRED'CORRESPONDING TO AN Erwon.tx tw• S,trr r-vr I.0 r bW I +-W MI, bW I +.vr T411. ACTU,LLPRFSSURE REQUIREMENT FOR THE SA03ri1GAir Mn Q¢J4bMw QOMtRpff p.11653 SOOb 3006 YDb Beft t6Nn 2mn He" 35{6 TWb I "Fib, W. 9Yb 3i 406 1006 OPENING.WHEN R IS LOWER THAN THE MULLION iAnalmQ4.er NYt LtC.l p14rte0 W 8140 Eep 611.EST ipbM. -ft 17036 657334 901 784 IY4 Imp 1 GGft LS. 1)L. CAPACITY(FROM THE TABLE)OFTHE SELECTED OAtKImQtn•Nn 0.GtBGutl•4(atBG40 ffb•4K U." f10Dtl 17106 E2b WA 701 0016 WA (Opp I WA WA WA 1504 17104 @f6p MUWON IT WILL YIELDAMNANCHOR 4AnthOR mrAf3 Q¢lLDTSApY 011(11¢7 ipb 704 W. 18001 11907 0016 6500. WA M. I I.. 9m loe 1Ttp 806 b IIIb CAPACITYWHICH MAYBE USED TO OUALIFY i eAzhn OrwD.¢r bSAb4q•IDV.OY 16880 1No4 'X ft 313114 3102. Ielo4 11576 WAr5mb 14070 tM. SMB 13614 Im" =0" ADDITIONAL ANCHOR OPTIONS FROM THE 0A*N4.n IA'MA OD.t¢}bSAn/44•J T} Ypp 2104 11104 M. WA AM x65106 WA SSmn WA IVO WA 19{66 365{4 996 ANCHOR CAPACITY TABLE. Pitfl{IUCTRIIY7SBD 4Ateim al Oit-1 n l'" WA WA WA WA WA WA+ WA WA WA WA WA WA NY NU 11700 PROIXX9gg��� 6AR3na Obl•MK¢¢IhDIAMo.I3r Nm.IR80K WA WA WA WA WA I3A WA WA WA WA WA WA 101 YTA TMib F•-2.00tr-f BWI6Mg fade 1Antl1m 911-r aefrWp9p.It 3000 3904 sap. 8084 1186 2766 2mp W. IY4 0731 pan 9+66 Stip 40. OLb A 3b 115-4�]Ll>5.03 4 An91Bo Lir M 602 M 114 t1 6000 nOb 234 IN6b WA RV, 4104 WA 03/6 WA WA WA ele. ep4 IH •,� Dye r1O�.� NOTE FOR THEOFFSET CLIP.USE THE SAMEANCHOR PATTERN ANO ANCHOR YALUESAS TIIESTANDARD CUP.- )SEE NOTES IIT FIGURE I: FKAM 2: F16IRE1 FIGURE4: FIGURED: FIGURER FTG1REIa FIGURE II: 7Afw 7160 e1' ♦ HN ♦ 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATIONON• •• LOADING.SEE SHEETS 2.4 FOR GENERAL NSTALATIONMETH0052)LNEARINTERPOLATIONSETWEEN MULL LENGTHS ANDOR OPENNGWIDTH51SN1AWABLE• •• •• 067 3)MUWON ANO MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETSH. i1u�5970:1 H 01-fl 21.27.HOLES TO SE ORtLt1�N THE FIELD FOttOWINGDtMENS1OlW RESTAIGTGNSSFiOWNON T•FIU7RE6: FIGURE tE FIGURE 7: SHEETS 21.7.1,FIGURES SHOW SUGGESTEDAPPROXIMATEHOLE LOCA710NS. 'y• . , ANGLE Y•O'.a•4{''�' • �t 4)SUBSTRATE&CONCRETE SHALL CONFORM TOAC1301 SPECIFICATIONS.HOLLOWAND GROUMFatED !T (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM GBp.WOOD SHPLLBE FSTESSVRE7REATED .�••. y ATL-OF •,�y�3•- • • • • M7STBE YELLOW SOUTHERN PINE WITH AN SG OF DAM ALUMINUM SHALL BE W63-T6 AND BE AMNIMUM OF.12T %,�,fi'••�!,ORIa? 'a(Ij 1a� • • • USED IN TFBCIC STEEL STUDS TO BEA MINIMUM GRACE 33AND A4STH10((1(IGAUGE)STRUCrURALSTEEL 70 �•�SSj 1V'r`• 0.081$, SE AT LEAST.126'THICKAND A35,ALL ANCHORS INTO METAL SHILL E)(TEND.1 LEAST33CREW t3•C)(J171"t THREADS BEYOND THE MATERIAL.010&012ANCHORS INTO WOQDMAY BESTEEL,IBB S.S.OR4105.& A.L✓rJIVMILL�'R,P,E MUI Oe FL P.E.468M TABLE 14A gi t} Mallon Ct 0 Tt519py OponlnpW3dB1{la/er5 m10aTl116TQ49nh0H91234(mrtbtlzMalT.lPmrinSPgtion a�r Wm mm I Mm mb got I h I IIIb II40h IBDb liatlagq I.yRt.p a RIPRXW9. --a" T411XB --ow TXtIIX.Q -W.."I Twl" f .W w TIYNINp R.We9- Tl W o ;w'v r lIMMp INWeI¢W n1aTUn 6�6 12r221f• 1-I" Le1dv L..dv La1Sv L=AV Ie.Av fawn lnfiv L-ft -m L9mn Lady Cn.4e Lam1v Lo-V L-v 1� L.d9 TULtesM14 r� � fill, I I� I I I II gIg I I I ll� 1 k11 11 ft n� tlh Mal 6II 1mA 110 1202 619 tag .1S 1U. eII IMS 44 m1 SDS Dte 111 Mf eII Ix1 411 721 ¢t1 1x1 411 eat S21 /M.1 411 SLIT W 1x1 411143.1 m0 MI 411 ath 0a0 im 10&0 373 ma am Mr 32 020 M eat 3R 00.1 ao5 K4 W m7 am Tit SIS al a0 TSe Sit W3 aT Me ]H KIT 103 TLQ $14 3a1 am me 3M W mmeb ma Sm 91.0 Sot Me - Tea 291 Me im no leg 0Le Ss m2 7TH aT Sm xe - aft im ne 20 xa ]m m.e II7 20.4 m 66 7m 717 Jm Bae ]® � K Y Uh erg aw N.t IIT M4 iso 011 Zei ae Ste STJ lee Q4 316 0 5 2m Tir 39 %$1255 339 310 a5 1 783 3D at 7M itz W a l 20 11z 11 4g.1 M m a 8 Q mh a0 2M al 210 A2 w ay 24 M3 2M a7 M. Mg XS m.2 207 ve 141 81.9 2D1 x] 250 Mt 7m toe 791 m2 701 IT.? 2e u.2 mi 186 7TH m2 271 m mm t1T 1J4 a0 2m MD 23/ 35.1 fay MIT 2X %T W3 78I T atA fm 73.7 7x 7A4 18e ZL4 254 lag tet Re 234 108 tM i1J Z)f a 16 fat 781 2-5 IP3 � .S W. 313 ZD Ilt lm nA 2] MT Ito tae ZD 10.0 1M 2.2 1D 9.0 17a IIB 213 MI Ifo 100 23 nT tm I69 113 222 M7 RJ tD 120 toe tte 113 IIo tm M m �" nk tae 29 MI tai Il9 IN iSe IS Mi t}9 IIB Rt IT.9 !i8 M3 M Dg ; MT w y 7eh x2 101 214 14. II3 tef 21.e ISI 17A MI 10.0 13 t11 fel 170 1M LL}yJ Tem 726 4m 28 IM I8e IS N9 t3I tat tm 1L. LB 1[1 � � 6 rn TA8LE 14 ANCHOR CAPACf1YADJU9TMENT FORMULA: o Amhor E- TWN 9 x 61g1 ZIRNYR1e De.me tile. V FlOCNU P YM8 (Ow)XtAtiCHQR CAP.,....•}�ANCHQR CAP.e N MULLION GP.,,,,�,/ S!@Eto IIPM Ego b10Et0 W'3SEi0 MRaI 9YJ Situ MZ SEH N ' Rata Jlte'Et00aam wrxewam JnSEYeVtaon wEmuaam A �� A+�a��em BTwI1 toA USE THIS FORMtRATQ OSTALNTHE ANCLrOR U� - MchoTCipPeBsmi Imam ealaNmce I' 242 Y 2vY age• I• zw r zvr Y iae• Y o.a• OG• amr CAPACRYREOUIRED•CORRESPONDINGTOAN TmO.OnHJ tar tmY lar lat Y fw tuP t•vr 1w• NM t•vr Y Las• tar rx1 ACTUAL PRESSURE REQUIREMENT FOR THE Q O aArclai rah. .t a Tqq IT IT9eib Tmn aMm 1 m tmsn eom Xmm WA rmm Tim CAm temp m easm xDim OPENING•WKMrrLSLOWERTHANTHEMUUJoN CAPACITY THE TABLE)OFTHE SELECTED d r• Z.N MULL.gN IT WILL YIELDAMINIMUMANCHOR `i CAPACITY WFSt]i MAY He USED TO OUAUFY -�'••t ADDITIONAL ANCHOR OFTIONSFROM THE ANCHOR CAPACfrY TABLE. TABLE NOTES: 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. (•-t35B'-••i SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. T•cpuar REVISED :a-piqui%*.Hed� FIGURE t: 2)LWEAR INTERPOLATION BETWEEN MULL LENGTHS ANDOR OPENING WIDTHS IS ALLOWABLE. DuLme CoOa pOalSma No l(P02fd..m+,j 3)MULLION AND MU]LCN CLIPS SHOWN ARE NOT TO SCALE.FOR B(ACT DIMENSIONS,SEE SHEETS 21.23. E'lIm ?AZ) �.� FIGURES HOLES m$SHOW SUGGESTED,APPROXIMATE HO1EDIMENSIONAL RSSTRIOTIONSSHOMONSHEETS21-M 2.116' IIT ANGLE CLW MUST BE USED IN PARS. OCATIONS .125' If 111413 CONCRSUBSETE EBLO CONCRETE)SHALLCONFOHALL t TOAd30!SPECIFICATIONS.HOLLOWASURE.TND EATS ED CONCRETE BLOCKUNIT(CMU)SHALL CONFORM TO ASTM C.94 WOOD SIWLBE PREB$URE•TRFA7EO `�tt LCC VINN *i, YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALLSE 6163•TSAND BEAMWIMUM OF.125- I :>'��Q VICENS •'•.F'p THICK STEM STUDS TO BEA MINIMUM GRADE 33AND.04•7HICK(i3OAUG4 STRUCTURAL STEEL TO BEAT f20'X211'X.12rmuLLION VS'i LFASr.t2r THK)KANDA30.ALLANCHORS WTOMETALSHALL EMEND AT LEAST 3 SCREW THREADS BEYOND - •`��/•" THE MATERIAL-SRI e12 ANCHORS WOW MAY BE 9TEEL,)8-aS.S.OR4TO3.& (INTEGRAL No,gBTpS -, I,�iS:YtOM1tA4L D��a��`` A.LYTIIO'MI@L�H,P.E. FL P.E.115$705 TABLE 15x1 - Mullan C4 4 Ttbte ASt Op•707WWILIth(AX\effloa*gp"MtfRAM).Opft 11•Iclit0. wbW*O1p9pa iM mtA") 0 ml0 SO T4b mb Ub I Ift I U)b 1Ub tmb l+xt•Ntb1 tWnIX* fkfa-1 - n.N16•a. R40bnA3• DW10m2. IMmpbr RWUT Pmb ft TMdolA tid0e ft T+4or- R�Pt• TLWMm. 7 mn- Reumw >< r.7 earpp q W » IAlfa -mtotfa 164610 fA.aa i+llnp 4+1.0 imbia IA4f♦ LO40P0 Lat•49 ta0hp tufa t34009 u"v L-ft ta••a 130644) Ba V DEMAL I 1 11 1 h ll, BAYAUILL if I) if 1 i 1 if If If 11 1a if 1 11ll, 11 1 it If 11 111111111 11 if I if 111H 11 if if if N O 42b t7AA 509 tAA W IMI Inc I78 Inc Sm 170.0 Om Imal 9a3 fAA 619 170.0 illi 1f0A 69 IAA 11U IAO 01 1790 14U ti00 411 10.0 ttm IAD 01 140.1 1110 T/OA 01 4b 1740 744 170.0 EN DOA IMO 69 100 9a 1140 0U im 1137 Inc Btl 110.V 1]70 IT10 ptl 1AA 1417 1790 650 108 toil IAA 00 1505 102 iIOD 650 it42 t41 tAA Om y S 01rUb im-0 747 IAO fm 170.0 500 170.4 41 1700 1440 H00 504 1709 it" 1700 723 1700 tml imal TR 1013 1443 1740 700 I- t44 4MO ]de IHt tW -A IRS tp]6 1447 MO 760ILI Mb Im 707 1AA 611 IAA 430 170.0 411 IAD lift IFOA 754 IAA WSJ 1140 107 1044 139 IAO OR 144A 139 10.0 fm =3 tam IAA Nt 103.1 1347 1740 Mt pot is" IAO 06t 0011 1740 US /700 701 IAA mm R60 7W Z 1110 1700 Off H61 4]44 IAO 044 410 12M SW 446 HOR 1218 IMI WRA INE 1441 14 413 = W5 61 913 73.1 1111 14.1 013 mb IMO 0.0 IAA 741 170.0 1116 170.0 MO 160.2 1130 10.0 NS mA ti50 7630 114 wx 1150 ma 4S IOat Itm 13&2 8M OA um 12.7 I Mt 740 11m f7D2 470 65.T um fat 40 = a mb 1700 944 ImS IM 167.4 1016 im 007 ms 1041 HOA 504 11411 t044 I 1331 WA IOTA f0U im eW HA 100 If" om 761 WU 100.4 41 433 1044 1063 610 67,7 1440 IMM 814 7]b 140A 110 IOTA 744 411A 00 130.0 T4 t" 850 1100 714 460 50 Im0 7a mif w m 712 Al NO 503 7m 6U fm 1" 43 ml fm no 650 040 on 78A 008 7 �� 785 1191 700 lal w we iW imA OA BSA 710 433 167 74. 750 0 60 MR, 750 740 MS O99 700 71.7 !m 193 M 65.1 444 420 750 011 019 STA 750 61.0 817 55 Q Mb 110.6 750 1166 On ai im 44.1 60 717.1 im 171$ mt 502 740 111 ON 07.4 730 AA 502 M 750 047 M UJ 750 MA 504 SSA 730 mt 0U 345 no 636 6m 5 a mb mi W TEA 500 80.1 503 6L 411 61.6 043 606 US 431 am 16.9 44 40.1 450 440 444 At ml UA 40 240 650 9.] 450 AS Dm 313 w 22S 03 31A 4R m Nb N-4 414 and 4U foot:`. 45 4A 444 KI 4a 370 US 310 421 9.0 40 At 410 39,7 U6 ]]] US 240 450 20.1 450 ]IA 40 no 3N f0A 450 ]3.0. 350 W 03 fill. 448 3tf 425 Sm Sle S4 a.4 SH 31.1 Sm R/ Sti 216 347 233 Sb MA Sm AA >A1 = 370 RA 3H 18t 01 A# MI 17A 316 N 111b 31.4 270 mS 334 3x0 Sm "A 370 a.4 7116 44.0 . AS 3a 21A 350 = 316 192 370 244 312 160 No 14.1 No 13431 30.1 337 390 143 TSA 24 2fS itt -as 350 >aD H7 '190 >A Il4 377 AA ad Q y tD IN b 175 ]30 170 250 ¢ ?N7 TABLE 50 ANCHOR CAPACITY ADJUSTMENT FORMULA- g V'4 l. AnehOrCt T4bM M PNCHOR CdP.•e,•.• t xa CalttnO 361.can haeu.0bu F•a3 aAJ P7 t1bgU wa (DP_)X ANCHOR CAP., YSB'Eb 144.66 Eta YW'E7u iN'6$Eb 3506544 et]s1tl N1N+• MULLfON CRP.,.,.,, r Ander Cep P•ttftm AnaOa vla 6tOW41m tN•BeO tmsm Myr vre EtOtNm411 tN•EtaLNtrm Av. t6.mm� ARe64w eu6r NH 640.3108 6ww W41 USE THIS FORMULA TO OBTAIN THE-ANCHOR EOW M- 1' km' t• Snfr 344• t' S.vr r 2, r 34rr T a4- aM•.. 0.37+• CAPACITY REQUIRED-CORRESPONDING TO AN EmO40iwA faN• tY4• tam tam r i•vr 1.144• 1•tm mw 1-ifr i.fm r tax iDA• .0M4 ACTUAL PRESSUREREOUVR9NENTFOR THE - 2MtpenDf D.rPIM (Fait b Omer SWb t7mb San xmb 3Mb mb 9415 9Wb N1b 44n 1505 OPENING•WHEN IT 6 LOWER THAN THE MULLION 470 4;farM0 oA+t021SAaptq»rm n, in" 7mb rmb >a 25045 emb xala WA ttmb r44b Omb Nab alb 4505 ttmb CAPAOITY(FROM THE TABLE)OF THE SELECTED OAOMw>q 171'tM 0!p,l hOArob qPl/ .St I BUpp WA 10'A1Rs WA VIDb WA t0T2 R+0 132704 ,tomb MULLION•7T WILL YIELD A MINIMUM ANCHOR ., CAPACITYWHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPAC(TYTABSE 090tiUCTRb'YISE¢ FIGURE L• M te6pir0a wuh We 970161 TABLE NOTES: RaIN4a Cod4 ANrIMmr•trp 16-o'Zt8.E53 • • SEE SfSHEET FOR USING TABLES AND SHEET 25 FOR INFORMATION ON LOADING. _ DAa rZp$J SEE 6tE£TS 2.4 FOR OENFUiAt NSTASiAT tON METEO0.4. BT FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOCIROPENNG WIDTHS 6 ALLOWABLE bR ENd4Frod7n 1111117111 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DW,ENSIONS,SEE SHEETS 21-20 •12W s • • ♦ HOLES TO BE DRILLED IN THE FEW FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2783, 30• Gi:NSF FIGURES SHOW SUGGESTED.APPRO70MATENCLELOCATIONS, ♦: 41 4)SUBSTRATES:CONCRETE SHALL CONFORM TOAC1301 SPECIFICATIONS.HOLLOW AND OROLfr nU.ED 3.251Y trp 58705 FIGURE k CONCRETE BLOCK UNIT(CMU)SHALL CONFORIA TOASTM Oft WOOOSHAUL BEPRESSURE-TRIFATID YELLOW SOUTHERN PINE WITH AN SG OF 0,66.ALUMINUM SHALL BE 8061.76 AND BE A MINIMUM OF.126• • • • • THICK STEEL STUDS TO BE AMNIMIAA GRADE 33AND.SW THICK(18 OW04 STRUCTURAL STEEL TO BE AT 3w SAY LEAST.1215TM7IX ANDA30 ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST SCREW THREADS BEYOND Mt9.U0N �.j3. $;ATB7Ur ;•tir` THE MATERIAL.0104 H2 ANCHORS INTO WOOD MAYBE STEED.18.8 S.SOR 410 SZ. ':C��..,.ALDIi\OP•',("j�`: ANGLE CLIP(FIGURES 1-3)MUST BE USED N PAIRS. A.L'Ili}I MILkE\R P.E FL P.F.&68705 TABLE I&A M.I1onc.pAQWYT.btp •IRI 9 OppMnowAth(Br74rem-Am•)aromwoH M 7r7Carp C C Sam mt. AF bow 604 1mF I20h low imb yy7 lbcmgtler O+P 01aC lbHSnOw U1g05Yy. R-9" lis7M•p i4grpfr TtxP7Yp F4tWsw S.Iao1600 AquWM Trp7Oay. Rc4rW TrA)ixrq, Rpn•gw Tny16nD RRi•q.Yf llgpTOA� f11� 32P4t ImAnD LO.ms iwOT 1 0 leis taWip Ia.dtq taxiFp L6PAy LmON L-ft is.dap Lois WaOq tc40A7 tuffs LD•iC La.41q QAYMULL 42b tAA me 170. Me IAA 714 1700 n6 IAO am 17079 Me tA. 631790 619 it" Ilia 1740 Sal1170-01 11079 1x10 17" 321 1741 1143 17" 021 IAO 111! IRO 5x1 503 1M 1t4o MI 40 46b 0 Aa 1740 521 IAA mma 0 MO 1"A Dm iT00 ate TRO It= 174D Mf 1740 479 1700 mf ST00 tat? me6m IOU I ioul IAA m0 1402 im7 Mal 0m 421 1W 535 479 50054 400 717 1700 sn I Me me, me MI 170 100 1740 ma 179.0 1190 110.0 70 IRO ISIS I71.0 70 1 IMOI 14M 170A 750 147.1 IMM Ilia 7m 1241 1502 17079 750 1101 HIT 17U na � a� 0 ph i]OD 7m 179.0 142 1740 Om TR0 mi 170.0 1710 1790 751 17079 1275 Inc RO 1746 14!t iRe 077 1613 1130 1740 im 185 t4d3 17679 01 11479 1753 tAD 151 mA 1155 1740 mt N app �1k Mb IRA 003 1740 791 7140 1065 1740 107 Dee 1140 1740 Me Im.1 Dm IAA 714 1x3 120 IRO RO 4797 120 =3 am INA 1301 10.1 D0 5179 Lao• 10.1 p0 7979 110D 167.7 !0 � U m � mF 1700 6b 1740 146 IAA Lite 1740 am 7011 4Q 1740 Oa 1126 1x4 iMe DO 187 nil im.6 0.m ilia 1117 iK5 974 900 7211 1362 910 5179 INT iW 9m 713 1217 1179 { a0b Me m1 IRA 721 1704 1109 1710 Cm 1401 1Ge IK7 M USA 1110 1171 DNS 116A 1100 IA! P79 1070 Itm 1x01 DII 5079 Ifm 1113 Opo 713 fIF 1761 0p K0 1100 ILLI 60 Z J S 3F to1A foto Im.0 eTI 111.7 1070 1KE mD 115,4 1010 473 O4 10I.0 1010 114.7 an -4 tow im MT AA tote 060 am m3 late Re 10S 37.7 1%o mA m 50A tat* m.7 m 7 J 79F Ula 100 34L4 70 114.5 oW 13.0 779 Mt m0 fm.l RI m.1 140 903 740 rix 100 m3 776 00.7 W6 5x3 720 mA Dm 74.1 IN a t 900 713 770 1" 9m RO 745 79h 13.1 all 1#b 7M MA m1 It" 796 ou Mt Me 71S 7x79 mt OSA NS 740 6m au TW O.8 mi 161 6m 515 of Mt mi til tet 014.6 me 307 dOi m.T mA .H xOM 421 ON WA m4 WA 4O mt Sea at Ota Mb 5m 51.1 Oa a, OO 50.0 is `*A 07 IIA 6m 47.0 m0 Sia m0 413 an MA O0 au 011 TAD No MO W m Q W Ct DOF 667 !m RI 600 360 6m OLI Im 563 S06 0279 apf QO Sm 4" 4m SNA !m 4/79!.13 m.i 6M 317 NA 8.i + SNA .O4 33 tm AS 437 213 516 7L7 147 O'� 1mb RA W 4679 " 320 W 413 399 342 449 MT m 20.2 W 31.7 307 240 46 76A xLp 4/p 20.1 )4 790 W 3.7 5m 17.1 mo 205 til I&D IA ILO 310 N 3m tae an 37.0 379 313 q! 30 OA VA 479 M 367 2479 Z 263 RI iA 74.0 750 I" 05 MT 130 7'791 m test SO170E 3479 3m 3SA 731 8i 701 84 04 24 S64 710 Stl 7179 k1379 317 101 214 705 iTb 3m 167 3001E 1Mb t6S 2O 741 279 toe 251 71.1 270 C TABLE16B AnelwrG cl 7.64fib,) ANCHOR CAPACRYAWUSTMENT FORMULA: an9as: -0-t. Sxoom140...0791CDP_) ANCifOR CAP.,�.e, f7/e/OaU Pr 11.W X� ).ANCHOR CM.,,.. _ GWST7Pa 3118'r - in•En7.0. T/t3'6xi NIA Ebt�x.0 iM OmttOxtn W3a040 Na•Oca w-as 0.4f06w n2 aw S=i MtRLfQN rl1P.,M,� An151mCap Pattamp a9•e0n 799•.6.57 'M- AW.Ban e0nwtaA eaa.NSl eo..tosH USE THIS FORMULATO OBTAIN THE ANCHOR ' epl.tFus.pnk r 2vr f• 2-AY >71T f• s•4r I• 7•vr i SIr T 510• o.3i• 0025 CAPACITY REQUIRED•CORRESPONDINGTOAN ` e.u.an.+mk i P3v- tsr&. lar t 7rtx 1.179• >•tn• Sw mw 14+ 2, taT 13s rin ACTUALPRESSU REQUIREMENTFORTHE 2ArpKry 170"Lho 1QIbaA�.hp10549t b A9n u0b 00 17mn non 2tlb SSIn N n n1 a• gab 3114 14n 6509,. OPENING,WHEN RISLOWERTWW THE MUU)ON 5795.70O3a`54.=1Fn2i5ADbDmJf1.2t Tmb b rDDb t47Db ]5950 eab m7n .wA 17795 7n4 mow tMfb s7xb min 11704 CAPACITY(FROM THETABLE)OFTHE SELECTED OAnOan 2ii•Mn¢ 1 253 70 57 IfAb HAb 9mb xH04 3515 NfA Wn WA tOYb WA iri0b 7VA 1025 53775 f6Be4 MULLION.IrWaLYIELDAMNIMUMANCHOR. CAPACITY WHICH MAY BE USED TO QUALIFY ADOIT W NAL ANCH OR OP71056 FRO"THE FIGURE I: ANCHOR CAPACNYTASLE fROOUCT REVISED - mmmpfkiry wtJl Y4FIM6. TABLE NOTtE: Iwiabq(ba. 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADIN4 Af9 fooWI6.021�. 77921 SEE SHEETS 24 FOR GENERAL 1NSTAt2ATONMEIHOOS. B7, FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE Mtw 7 3)MULLION AND MLLUON CLIPS SHOWN ARE NOT TO SCALE.FOR EXAC1 DIMENSIONS.SEE SHEETS 21-23 • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOW NO DIMENSIONAL,.RESTRICTIONS SHOWN ON SHEETS 21-23, =t4•' •''."t FIGURES SHOW SUGGESTED,APPROXIMATE HOLELOCATI6NS. �Q;S43fi.125 4S .` 1*: h N: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS.HOLLOW AND GROU2'.FUM 9.250• No.62',03 FIGURE 3: CONCRETE BLOCK UNIT(CMU)MAIL CONFORM TO ASTM GSA WOW SHA L BEPRSSSURE-TREATED • • • • YELLOW SOUTHERN PNEWHH AN 80OF0.53.ALUMINUM SHALLBEOO83-Tb AND BEA MINIMUM OF.125• r� C THICK STEEL STIRS TO BEA MNI UM GRADE 33 AND.04STKrK(1S GOUGE}STFRX.TURAL STEEL TO BEAT -t LEAST A2STHICK AND A3&ALL ANCHORS INTO METAL SHALL EXTENDATLEAST 3SCREW THREADS BEYOND Mt-BON j --� $ THE MATER01L 010$012 ANCHORS INTOWDOD MAY BESTEEI,I"&&OR 410&& .-1 9ATk CNF ANGLE CLIP(FIGURES 1-3)MUST BEUSEDIN PABKJ. Sicynrp4 ti, ALYN ER;�,E. FL P.E.#66705 I-1.DDo••I (-1.250•-•I '�g�a� - r'e TOT 2760' .121' 2.760' .126' SAW .126• 3.186• �Y 2004 .121' 2� .ta6• I 265 21116' .121' nim .tab• L -a76• .6m' L L .12s• Z N g m -f f fieD f ° Ct L = LD 1'%2'%.125 MVLL1IIN 1'XYX.3T6'MeALION 1'X276'%J74MUL1X%I 1'X276'%b5P MI8LON ,•X7.126'%b'MeILLKIN 1.35X3.166'%165'16111110N 118'%2.11'%.1a5 MULLION �. W 606178 ALUM 6OWT8 ALUM. 6063TOAtUIL 606'4TtIALUAL 6061t�TSALUY. 6o6sTe ALUM. GOWTGALUM. 0 %SECTION X-SECTION %SECTION %-SECTION %SECTION %SECTION %SECTION Lu N o F 2 In 7 0 4- T I TABLE A z w¢ I 1 6TANDARD CLP 1m EALUM. dmendon YAlu6(In) For Mullion: � O � 21 V 6061-T6ALUM. I 2121' - XSECfXri "LIP Z X•SECnON I 16083d6ALWL T .126' B 2654 1•AIYuMnvn V 6 rn X-%=ON ZZ C 0.665 Tuba MWl0n Q Z� _ N `o r I I D 0.740 N ¢ yo £ J--i.740'F-- Z w 8 A 7.126 ,'%Y%.375 W B 24D1 Aluminun F y y ' -CUT HERE .375 SAUO' D 0.480 Tube MMllon < Q O O .376' -1125-'1 CREATEF.CLP.SEE M61 Q •375 MRi. Fes- a 3�y r>t MIN.PCjEN.TfR0.FAMNCH0RHDLEL(US71JE DETALF SHEETA A 1.675 �_ O•67"5 I O-CLP A r------=I B 3.000 1'x271'•%_______J A I 606 76 ALUM. ____ yL,ANGLE CLO' C 0.75'7 .376A1TOPVIEW 60 TO WM. D . 1.118 lube MuRbn. rorvoEwSTANDARD CUP CEN7EROFE .450 MIR. 606}T6ALUM4DASFEDBA 1.312 1•X2.75'% E TOPVIEW CENIEROFANCHORANCHOROUNDARY.5ff HOLEMUST LIE HOLE DLWETER:ANCHOR DLWETER•t115. B 3.000 .655 SHEETS 617 FOR THE ANCHOR O.G WITHINTHEDASHED C 0.478 At mwunl DISTANCE.MAMMUMANCNOR HOLE BOUNDARY.SEE Tube MURm DMMET6R ANCHOR DWETER•1116'. SHEET3547FORTHE D 0.838 ANCHOR D.C. TABLEB A 20m DISTANCE.MAXIMUM PGT Pelt! B 2037 1'%3.,25% ��y6�Rw86MEti!✓y 6.500' �iN. D ETEHOR H01E mull Dimension(shoot N) .600V Alum BaiHu�6 Cdo DIAMETEaaNCHaR Mullion Sid.Clip ORmt Cllp I1431p Angle Clip C 0.883 Tlma M� Acap.veeNe l4-az.1 03 .375• MIN. DUdtElE1R.171a•. 1•XYX.124(5) 56605 686113M 6861118M 668243M emtiM D- 1.137 Di 0100 X21 ABH --__ ------ ----------- i'%7X.375(8) 888000 860111M 8881118M 8662MM 868612M A 2825 252 1.24X3.184 In,17m Po611An6m 1'X2.75'X.374 p) 65m7 6MI15M 6681120M 666245M 668613M B 3' x,284 Alum j i B 1•X2.74 X.850"(0) 68808 660116M 0881121M Bfi6248M 88661IM lbbo MVl 0 1•X3.12SX.5Do'(8) 66637M 6W1118M 688111416 666242M 68GS16M ���t�0�•'ceHSE'•..Fy��i I 1.28•X211' '�:'J 1.25X3.108"X.265(12) 6W1M 066111TH 0681113M 8887A1M 6WS16M A 1.813 ••'k 1 1 I ______� .121'Alun 50"'::r `-------J i 1.25X2.11'X.124(18) MT0 NIA WA WA OM17M 711b6 Mutl _is 110. •LC= OFFSET CUP NOTES: 'Co. f6':LU= TOPVIEW 1)HOLES TO BE DRUM IN THE FEW FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. P SHEETS •..��p. .C7�. 2)SEE 5-20 FOR SUGGESTED,APPROXNATE HOLE LOCATIONS B ANCHOR O.C.DISTANCE. CC-SS����) A LYN6fI�I�R;b.E 3)SEF SHEETS 2J FOR GENERAL INSTALLATION ME7MODS. FL P.E.0 58706 -•�7300'r ")1300•r.. 1.082• i -- 74V �yt .083' 385 f f -..t2s -43 "N 7+-.126' p 4` a(w � � I -126 4.OW 4.005 2.825 08013TTOONUCM 2.125 .125 2.00V X.SECRON ( HCIP 2000• 2XSANGLE CUP $X 8083TSALUM. .125 - .125 i .125 / X.WOT)IN ( X.SEGrIONN 'T�' 03/� .1261-r r.12 HOR HOLE MUST LIE WITHIN THE .378' .188' 376• DASHED BOER OF UNDARY.SEE SHEETSS•X FOR THE j iW ^1(. .{' ANCHOR O.C.DISTANNCE.MAXIMUM AHCIgR p t 7 HOLE DIAMMT ANCHOR OWIETEi-1N5. - fD 0: Q) L'XULLION' i'XC%.378• 1'XCX 375 _ MULLION NUWCW 063-78LALUI 6- m N O O 0001ROTION 8*SECAWM X-SE AWN 376• &125---+� CUEATEF-f0 kE 3TS 5.000..3 %SECDai *SECTION X 1.2W N DETAIL SHEE 4 MOV. i$TAifi6HEET4 1260 ; .3iS'CENTER OF WITHIN .375 2 1.26V 1.2b0' i 1 I i I MCNORH ITH j MIH, j 0 W MUST L" �I i i i i i THE DASHED I I I I I SOLINMY.SEE 1 i F L2 81ffET3620 r 3^114' i t r f TIFEANOtaxoA. I 1 I I I F I DISTANCE. x2511' 9V i i i i k �M� 1 2 33 � 1 ANGf O iHO DW O 1 t I i I WAETER, .100• .100` ,10V �_______� u.____..__.i ANCHOR 7 DNME7Et:vteT •_____________________� ~ �s Ty .70V _� -�• f 8TANA+Rtl CLIP UCLP 2X6ANOlEOLP rawyea CENTER OF ANCFIORHOLE MULST LE 008&5811(101 8037.78 ALUM. TomEW --I.820•M•- --I.BRP)+- --I.020'f-- W U47HEDASHFDSOUNDARY.SEE TOPVIEW TOPVEW S I2rXa25x.7W 1.2SX32VXAA• 1.251(19VX.821V SHEETS6-20FORINEANCHORO.C. TABI.EC TABLE G,CGNT, MULLION NIAWN MULLION DISTANCE.MAXIMUMANC14OR HOLE pmWlJon VMu4 OS Fak3Xllon: DImOnJon VAluo On)FnT Muillrnf: 6005•11ALUM. OW676AWM 600}T4ALUM DIAEIii ANCHOR DMAEM.1118•. XS£CTtON XSECfX7N XSEC770N - F 7 F 1.436 1. •125 Q aSo X.824• �3" x,.00. 2.W0 Af-kb.%m H 1.473 T.I.Mvm 26tH• 125 375 ----y( 30W Trhe Muinl I a ubo Ma i.3TY .1Y 1.87/' 1471 1 .J7S F 3187 1•X4'% F 282 1ZS X8.&' 1 '-- Q7S7 .355 0 1.128 X324• N 2.Ci0 AIQNtun H 1.500 Aitwt0wtl ,1.1mu.,RL'YISVD t SOW Ta.8'r I 3154 Tubo MI/Ibn W7 I'WX3TS F 2.617 3V ea MW tm WJ,Ih°FBrMA .125 i I 1 ( I I 0 750 X.100' F 2878 dS•B MW A-W.i64mis.03 .125 45•- 2Z6V i ..t600 Alu6dnon WXW 606S7BAWM I %. �_______� �._._....___.; ME DDD 1250 TubMu2f+n H ;a26O.46'DAY t 3Z Li i i i TABLED � 30"SAY 8083.TBAlUM I mnbn PQTPart/ *SECTION 7 NVIIND SM.COR OIWICI U-CUP An41.09 Clt:,.••..,. (�• /,� xsEcr t .� + (JQNq t PXP%.12S D0) 04301 SWIIIM RMN22M 888241M 038518N �~ �,:�.fT'E E •'� .126'- 0 OFFBE CUP \: 0043.TOALUM. 1'%4'X.376•(11) 83810 886112M 6081123M 88821201 86631001 - E-.461'-# TOFYEw a;; 86.5670+ NOTES: .749' M PXCX.VV•PD4) DOW Mf12M 688N23M 88024201 68647401 ' f 1.2r,X3.23'X.IDV03) 201W M1127M 688112011 40m41iw 883871601 i)HOLESTO OEDRILL®LN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSGIVEN ON THIS SHEET. L2SXA2VX-M4•(147 2ot61 B%112801 8801f23N 61112411MOBAS1tOM =.Ty.%�� �A 27181 888111701 4601 �•'� S 1'E } 2)SEE SHEETS S-20 FOR SUGGESTED,APPROXIMATE HOLE IQCA'RONB, 1.25X334'%.424'118) L. SWAIM 668417N F 300-0-09) 1 0864Q WA WA WA 6WINIA 3)SEE SHEETS Z4 FOR GES.NERAL INSTALLATION METHODS. 45 120) 88060 WA WA WA 888611101E. �• S ��'.���.III�\�t�'• FLP #56705 TABLE S Mull oll11en8on POTP.110 £ Q (Wets) Mulllon Stl.CRp LLCllp Angls Cllp --;;-•123- I -jr^'12S �{F--•726• C�� T X4•X.2S(iB) B6B02 886201M 080271M 8066112M I ��C�$ 2X8•X.Y•(17) 86601 606202M 686272M 6885113M I STANDARD CLIP I U•CLp I —ANOIEWP u� 8083-78 ALUM 0063-78 ALUK 8063-T6AOM Y 2.ODO• %SECiON 2115 I %-SECTION 2000• XSECTION d NOTES: I � 1)HIOLES TO BE GRILLED IN THE FlEID FOLLOWING .125 I .12b' L .125 y b m F D0.IENSIGNAL RESTRICTIONS GIVEN ON THIS SHEEP. N N 2)SEE SHEETS 3-20 FOR SUGGESTED. MOL —Ld90'--I O !- HOLELOCATIONS. 1.dS0• W 3)SEE SHEETS 24 FOR GENERAL INSTA"TION METHODS. 6. W CUTHERETO 1II.-- SWO' 375 IILI N GG D 02OW 3.600'� SEEDE FL11P• r m Z M .370' L t._SHEEETALF. .375 £ 975• O m MK SHEET M0.7• J i I I IO@ �� aE z dA00• 3.435 £ 3.438• 255MULLION i t 3.635 6053-TUALUM. XSERION 1 I I I I 1 MW INLI O I I I L_________ J D= CENTER OF ANCHOR HOLE YU5r L1E BOB�ALUMK. WRz•z eae}T6Awld.:ET' CENTEAOFANCHORHOLE.IWE 6063-T W" a Z N N WI THIN THE DASHED BOUNDARY.SEE TOPV�EW WITHIN THE DASHED BOUNDMY.SEE TOPAM SHEETSS20 FOR THEANCHOROG T�MEW SHEETS 5-20 FOR THE ANCHOR OG MICE LIAXWUM ANCHOR HIRE CENTEROFANCHORHOLEMUSTUE DISTANCE MAXe.0LIM ANCHOR HOLE DUWETER:ANCHOR WAAETER•V15. --WTMUITHE DASHED BOUNDARY.SEE DWI[TER: RD inn SHEETS 5 20 FOR THE ANCHOR O.C. Ems. MSTANCE.MAXIUUM ANCHOR HDLE CVTHERETO DWAETER ANCHOR DIMMER Via•. 6000. r---2.000•--j 3.600• CREATE F. 275 .315 MIN. f r'aMEETANLF. MIN. £ MIN. .37s ------- ---------------- I I I I I I 1 I I r'nouCTR8V1Sm Bmiameo�aa M IWFW"O3 i I i I �4", 402! By d.e65 £ -t-------- -1 - w ZW. BD00' f -�- T- ---� £' I' 6.438• I I 1 Ii 6.438• I 5..38• ; ; LIM i i 4fif;". rX0•x.20• I I I 1 I I C?; JCENs6••..q''� MULLIWS8T05 ON j 1 I I 1 •••'T 6069TSAM I ; 'r:' %SECTION I I I I I I MIN. ,V Q• 2_ -7TH vf` BTANDARDCLP UL1D 2x63-TUA UM. .265 608376 MIM 008370 All1A1. CLW 80837BALUM. T.� TOP VIEW USED FOR r To�WON.SHEET 17 TDA A.LY u7T}.TILLER."P E. R P.E.s 68706 EXAMPLE 11 SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BEWOOD ON ALL FOUR SIDES.THE WUIDOW FRAME OEPTH IS 2-141'.THE OPENING REQUIRES A DESIGN PRESSURE OF 46DL'80.0 PSF. N NOAH WHEAD 1)[NITUULY AS SUMING THATA I-WIDE MULLION IS SUITABLE,THE MUWON LENGTH IS 77 AND THE OPENINGWIDTH IS 37+32+1'-W.REFERENCING SHEET 25.THE COLUMN USING N RECTANGULAR LOAOBO MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2IM AND WILL MEET OR EXCEED THE SOURED DESIGN PRESSURE OF+SO8180.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SQE.USE THE NEM LARGER 512E AVAILABLE. k 2 see SEE FROMTABLE3ASHEET 7.THE 1'X2.75'XZ75'MULLION(LENGTH•77.OPENING WIDTH=TO-)MEETS THE DEPTH REWIRED,HOWEVER THE DESIGN PRESSURE IS 4393 PSFWfiWOULD Q ; FEHNITMTXMR DETAAS. NOT BE SUITABLE FOR THGAPPLICATION. b PRppUC13 SHEETS Y 'mow& 2a FROM TABLE 4A.SHEET S,THE 1'X2.75X.6W MULLION(LENGTH•M,OPENING WIDTH•701 HAS A DESLGNPRESSURE OF 41.7Z7 PSFWHICH EXCEEDS THE REOUIP"ENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 53&LBS. i�N 2)USE TABLE 49 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THEWOOD SUBSTRATE BOTH THE STANDARD CLIP WITH(4)#12 ANCHORSAND THE 2X5 N y Mm F- Q Q ANGLE CLIPSWITH(4)112 ANCHORS HAVE A CAPACITY OF SSSLOS.THOUGH HITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL N N 3)VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL YY SHD:TS APPLYTOTEOVERALLASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOM THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE j 111111=111 2'I INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION. Ul INTHIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS*%0 PSF.THE OVERALL MUWON SYSTEMWAS DETERMINED TO BE 723 PSF WITH AN ANCHOR CAPACITY OF 630LBS.ALTERHATNELY, UU o O NOANCNOR8 WW9o01Y6¢L THE ANCHOR CAPACITY ADJUSIMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPALRYREOU RED FORTHE EXACTDESIGN PRESSURE OF03PSF: N v,WrN (60 PSF)%( � 727P )•fi24.B LBS (MAYBE USED TO QUALIFYD 108TEE39CRETVSFROM TABLE 4B) 0 J SF THEBUILDING SUBSTRATE IS KNOWN TO BE CMU ON ME JAMBS AND USES ACCNCRETE HEADERAND SB.LTHEV.ROOWFRAMEDEPTH IS 2.415'.THE OPE7INGREOURESA � � �z DESIGN PRESSURE OF+'AN85.0 PSF. Z r FOR THE VERTICAL MILLION: 1)INRIALLYASSUMNG THAT A V WOE MULLION IS SUITABLE THE MULLION LENGTH IS 32'+72'W'•1DM WAND THE OPENING WIS 35`43CN'•73REFERENCING'. FERENCINO SHEET 25, Q o THE COLUMN USING RECTANGULAR LOADING SHALL IE USED.$CAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOWFRAME DEPTH OF 24VIP AND QUAL �jj N ggo II EXAMPLE 2:MULTIPLE MULLIONS ME ET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-50,01-55A PSF.IF THE TABUS DOES NOTSHIOWTHEEXACT S�,USE THE NEXTLARGMSREAVAIL ABLE: W � 3 8' OL FROM TABLE 3A,SHEET 7.THE 1'%2.75'X.375'MUWON(LENGTH•10C,OPENING WIDTH•!0')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 1941-18.1 PSF I* Qx� A)U.vAOM--ll- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. W ¢ O O FROM TABLE I2A SHEET IB.THE 7X 4'X,250'MULLION(LENGTH•103',OPENING WIDTH-an HASA DESIGN PRESSURE OF 4184.7 PSF WHICH EXCEEDS THE REOUIREMENTS d Z N N 6EE FOR THE OPENING AND MAYBE USED IN TH$APPLICATION.NOTETHEANCHOR CAPACITY REQUIRED OF 871 LBS �'I DETAl3 T fENEeSEE SHEETS BECAUSE IT S NOW KNOWN THAT THE MULLION WILL ADD 7TO THE MOTH OF TILE MARLED UNIT,THE ADJUSTED OPENINOWOTH IS 38'+33'-!•74',NOT73'AS PREVLOUSLY S'T� - ASSUMED.VERIFY THAT THE DESIGN PRESSURE S STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THEVANDOWNUT89 MAYBE REDUCED TOMAIMAIN ARYROVAL THE 7TDIMENSION(3S-1Q'e311R'7=73'L. i 2)USE TABLE 120 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EXAMPLE,ASSUME THE POURED vEmr�tl j CONCRETE HEADER AND SILL ARE B'WDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN ME S',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USINGTHESTANCARD CLIP WITH(S)3NS-ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-112'OIVESANANCROR CAPACITY OF 1050 LBS WHICH LSGREATFA,AN(1 LEHCTH I �TTHEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITYOF 971 LBS. S �H,T SH�is tT SHEET7 FOR THE HORIZONTAL MULLIONS: .' HOGHT BECAUSE ThE VERT YJ.MULL WILL BEA 7 X 4'X 25(r MULLION.IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AFD VERTICAL MUWOM.ALTE'RWITNELY,ANOTHER RRSR MULLION EN.ON TYPE COULD BE CHOS PRODUCT REVISED MA1taN PydyvlN Oe Flail USED.MOMTABLULU NOM SHEET AND C X.25EONTISNIQLEN.706'.REOPENICMING HEIGHT 25,THECOLULBIGN PRESUREODALR0.0PSF WHICH ER LOADING XCEEDS DuM'v,—N REQUIREMENTS ORTHEOPENIB,THEMAYBEUSE INWONI®LENGTH•NOTETHEANCHORC•ACI)REQUIRASA 3DNPRESSUREOF+A170.0PSFWHICHD(CFEDSTE A ,k.D IRb`O21>,.py . REQUIREMENTS FORTHE OPENINGARDMAY BE USEDINMI6APPUGTON.MOTE TEARCNOR CAPACITY REQUIRED OF 521 LBS. pypTm LTre MLS, MR .IFTABLETHE UL TOEING THERE TO B CENTERED TYPE REQUIRED FORTIS CMU SUBSTRATE IN THIS EXAMPLE.ASSUME THE CMU JAMES CUPS IT9. By M" @DETB W)3fier THEMULLIONCUP HORS AT N EDGE WITH I-GIVES APACITBETAKENF 40LBSWMANTAIICHISTHE GRENER'SATER. AND DISTANCE.SUITABLE 2OM1ANGLEQUIREDITH M' Delle F1'eFiAi � (4)Y7LC ULTRATANARCNORS ATAR EDGE DISTARCE OF I`GIYE9 AN ANCHOR CAPACITY OF5/D LBSYMICHSGREATFA,AND INE�ORE SUITABLE FOR THE REQUIRED /1111111 . ANCHOR dWacITY OF 521 LBS. �W GW�V LYNN MIS/i. �Het110PL��2a',IRaR¢. 4)FOR THE U-CUP IN THE HORIZONTAL MULLION MVERTICAL MULUON,USE THE SAME ANCHORCAPACITY OF 521 LBS.TABLE I28 FOR THE U-CUP SHOWS THE ANCHOR �`�,?1}GENSE'•.EP! I.MtLEHDBI Nut LEMOM CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WITCH IS GREATER,AND THEREFORE SUITABLE,FORTHE RECIIBREDANCHOR CAPACITY REQUIREMENT OF EMI LBS.THE OPEMNRIYDTN TtltYFR7XAI.WIL ANCHORTYPE IS A 612STEELSCREW. H0.50705 FROMTHE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS : '- N84.7PSFFROMTHEVfIRTICALMlALION; � Fi(.•�I,�j Lt 44- OOPSFFROMTNE3SHORQONTALMUWONATTACNOLGTOCML" �;O _T/ HUo +1-17O.OPSF FROM ME3rHORRONTALMULUONATTACMNOTOTHE VERTICAL MUWON(DITERSECTO14 -()'•, S"I E ;•j. THE LOWEST DESIGN PRESSURE 13+184.7 PSF ANDVMLDAPMYTO ALL OF THE MULLIONS �'��. FLOrttOh;' /S'1C;1ti. VERIFYTHEDESION PRESSURE OFME FENESTRATION PRODUCTS USEDWYITH THIS MULLION 9YSTEM.TE LOWER DESIGN PRESSURE,OF MUWONSOR FENESTRATION /" 0[A'- 1 e PRODUCTS,WILL APPLY TO TE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED A.LY(4N MILEE};.P.E, ACCORDANCE MTHTHE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION FL P.E.D 69705 EXAMPLESOFRECTANGUARLOADINO, EXAMPLES OF TRPE>OIOALRRIAWV l)PO Pw i PW PW 8& "SHOH SHAkI SHIDH SHRUI - _ PW PW N H. Z m Q Q Q Q LOO OF WADFWOFVERDCALMUWON ! f f f - / w p SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORGANTALMUWONS )' HINGED' 1 SLY? Z g' 3 �pW LOAMMOFVERTIMMULUON ? e ,1 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Z PW I a 1 = ti PW N 9H/0H SH'DN i A N Q Q Q %HlOH Q %HfOH $KW LOADINGOF VERTICAL MULUON LOADING OF HORIZONTAL MULLION SUOFWINDOWSROTANCHORm WITH INTERSECTINGVERTICJU..MULLION ; PW FW I 1 LOADINGOF(2)HORIZONTALMULLICKS LOAOWGOFH:RWCWALMULUON LGAOWGOF HORIZONTAL I MULLION HINGED DOOR 1 PW PW NOTFSM ;±fODU0TI16V(Sm i � n ORERESENTATNS OF Amryvp�No C f / PW PW CONFIGURATIONS. M D, _ METQATTf�N MAYEEXTRALATED f hndw SHOWN. )y 1 211E THE LOADING TYPE CANNOT BEDETERMINFD,USE pW PW ; RECTANGULAR tOADIXCO. `��.�t''; 4tcF1.3E".,Fy•i; . T M UMPRODUCTS' APPROVAL FOR '•Ih No.,U'i05 LOWOMULLIONO OF VERTICAL MULLION LOADWGOFVERTICALMULLON I �.1� ACTUALANCHORLOCATION& PANEL OF HINGED DOOR IS NOTCAPTURED OR ANCHORED 10MINTERSECTI1,1OHORRONTALMULLONS �W•� • �t6.•jJ . $GD 1 - C) UT JI:LIF LOMNOOFVERDCAL LOADING OF HORIZONTAL MULLION MALIGN LTI'd`E. FL P.E 68705