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WS-13-121 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-197819 Permit Number: WS-1-13-121 Scheduled Inspection Date: October 23,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ROGERS,SHAUN D& NADINE M DAVE Work Classification: Window/Door Replacement Job Address: 121 NE 100 Street Miami Shores, FL Phone Number (305)756-7345 Parcel Number 1132060132040 Project: <NONE> Contractor: AMERICAN GLASS&WINDOW INC Phone: (305)822-8877 Building Department Comments REPLACE 5 WINDOWS AND 1 DOOR WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-184589. NO BRACKETS ON MULLION. Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 22,2013 For Inspections please call: (305)762-4949 page 4 of 22 � 111 11111111111111 NOTICE OF COMMENCEMENT CF N 2013RO658294 Okre P-k 28455 P9 4384F Op s) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 01123121.113 12%03'05 HARVEY RLIVINP CLERK OF COURT IANI-DARE COLINTYf FLORIDA PERMIT NO. TAX FOLIO NO. LID LAST PAGE STATE OF FLORIDA, STATE OF FLORM,GC UNTY OF LADE W COUNTY OF MIAMI-DADE: ►HEREBY CER77F NW is a Of me origiid feted in this yof THE UNDERSIGNED hereby gives notice that improvements will be M AD , property, and in accordance with Chapter 713, Florida Statutes, the foll sod, coins is provided in this Notice of Commencement. 1. Leo description of property and street/address: jagi 44,3&VE b 0--7b L-0 22 -0 /0 2. Description o mprovement: zw 3. Owner(s) Me Td addre V I IN- 124 AJC- oCo #Sjffjp#- 772�eilfz 77�otvt .7=7 Interest in property: Name and address of fee simple titleholder: 4. Contractor'spame and address- 422ae6A 1-7 Do Wes�f 9 5. Surety: (Payment bond required by owner from contras r, if any) Name and Address: Amount of bond$. 6. Lenders name and address: A 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Sedtion 713.13(1)(a)7., Florida Statutes. Name and Address: A�) 8. In addition to himself, Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is I year from the date of recording unless a different date is specified) Signatureof Owo& T 19-0— Print Owner's Name Prepared by Sworn to and subscribed before his day of 20 Aldres': Notary Public: o ALEUM M.F Print Notary's am POW-no of RWW My commission expires: , MY GO=.101ifft im 19,201 0662672 lose AM 2 �3 fie - Miami Shores Village -; g .� Building Department JAN 2 3 2013 k 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 s Tel:(305)795.2204 Fax:(305)756.8972 - �k INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 BUILDING Permit No. � PERMIT APPLICATION Master Permit No Permit Type: 'UELD ROOFING JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 2 Folio/Parcel#: /I '3206 ® D/-131 izp Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): OOP jjMW —&WJ�2_ Phone#: �' 7.z -7u? Address 0 - City: M A-1 B a,,�_State: Zip: Tenant/Ussee Name: Phone#: Email: e CONTRACTOR:Company Name: de' ill 614gs / Phone#: �� Address: City: State: Zip: l�> Qualifier Name Phone#• 9, LIS'-R 2 59 7 State Certification or Registration#: _ _C.13j/5 Certificate of Competency#: Contact Phone#: S_—®X1° Y_7_7 Ermail Address: - C,3 DESIGNER:Architect/Engineer: / Phone#: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: UAddition OAlteration ONew EfiCer air//Rep Demolition Description of Work: AMW Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) t2 f Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) 4 2 /,q Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is s ect to att c nt. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspe o whit occu s seven (7) days after the building permit is issued n the absence of such posted notice, the inspection will be pro ed a a reinspection fee will be charged Signature Si ature er or Agent Contractor The foregoing instrument was acknowledged before me this The f ego ins went was acknowledged before me thisa�;, day 20 by 19 &V6 day 20 ,b who is personally own to me or who has produced who rsonally'kown to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY JTBLI N T P IC: Si a ° BRA ll. S' M Pak-No of raft '1 Print. Florida calm.Enkm in �'• ,2016 My Commissio xpires: �`° l � Co sion Exp' ssy C� i n#EE 21e495 nnu 1 t Natlonal Notary Assn ��aa:�aa��asaQaa�aa��a:��aaaa��aQaa��asaa�a��aa�a<��a��aa�a:aa��+��aa�s��aa��a•aaaa�aa��s�k APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012XRevised 07/10VXRevised 06/10=W)(Revised 3/15/09) DESIGN WIND PRESSURE CALCULATIONS - ASCE 7-10 CUSTOMER COMPANY NAME: AMERICAN GLASS & WINDOW 1700 WEST 8TH AVENUE HIALEAH, FLORIDA 33013 PHONE: (305) 822-8877 PROJECT: Windows and Door Installation at: 121 NE 100 STREET IAMI SHORES, FL. 33138 a- 2 J SY DATE g i`h'E Vvl C,-1 All FEUERA.L K Y P)t-,t F'S AND pEUU1-p,T C�r1S� r JORGE LLAMA, P.E.#60156, C.A.#27710 A&A ENGINEERING 10010 S.W. 23rd TERRACE MIAMI, FLORIDA 33165 TEL: (305) 992-3048 •• 1/18/2013 f s DESING WIND PRESSURE CALCULATIONS -ASCE 7-10 Client: AMERICAN GLASS&WINDOW. 1700 WEST 8TH AVENUE. HIALEAH, FLORIDA 33013 Job: 121 NE 100 STREET. MIAMI SHORES, FL. 33138 Design Pressures have been determined in accordance with ASCE 7-10 based on the following criteria: Building Category: II Exposure Category: C Enclosure Type: Enclosed Building Mean Roof Height(Ht): 18.0 ft. Minimum Building Width: 39.6 ft. Roof Slope: 6 :12 26.6 Deg. Basic Wind Speed (V): 175 mph ASD: P=0.6w Kd: 0.85 Kz: 0.88 Design Velocity Pressure; q: 0.00256•Kz- Kzt• Kd •V2 q: 35.27 psf Internal Pressure Coefficient; Gcpi: t 0.18 Design Pressure; P: q [(G.cp)t(Gcpi)] Notes: 1.Wind load calculations are based upon a mean roof height and tributary area as noted. Contractor shall verify mean roof height in field and notify if higher than noted. 2. "END Zones" pressure are applicable to openings that are within: 4.0 ft. of building corners. Mk Description Width Height Trea n GCp Design Press.(psf) (inches (Sq.Ft.) Max Min i Positive Negative SH1a SINGLE HUNG 391/2 513/4 7.09 5 OX 1.00 -1.40 41.62 -55.73 SH2 SINGLE HUNG 303/8 521/2 5.53 4 OX 1.00 -1.10 41.62 -45.15 SH3 SINGLE HUNG 391/2 581/4 7.98 4 OX 1.00 -1.10 41.62 -45.15 SH4a SINGLE HUNG 26 273/4 2.50 5 OX 1.00 -1.40 41.62 -55.73 SH5 SINGLE HUNG 371/2 553/4 7.25 4 OX 1.00 -1.10 41.62 -45.15 FD1 FRENCH DOOR j 65 953/4 21.61 4 XX 0.94 -1.04 39.53 -43.06 I i I Page 1 of 1 F M MIAMF D1ADE MIAMI—DADE COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 S.W. 264h Street, Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)3152590, F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gm� era/ PGT Industries 1070 Technology Drive Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA-- Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 11811-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact",sheets I through 11 of 11, dated 09/01/2005, with revision"D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option"10"at installations above 30 Ft.above ground(See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. QMM�MUMNTY NOA No. i 1-1013.14 4 ��i-1 't Expiration Date., March 26,2016 Appr oval Date: November 03,2011 '"1 Page 1 • -T A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.5/16"LAM]CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.6116"LAM]CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C.516"LAME CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, D.7116"LAMI CONSISTING OF(2)LITES OF 318"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E.716"LAMI CONSISTING OF(1)LITE OF 316"ANNEALED GLASS AND(1)LITE OF 3/18"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F.7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A NOA DRAWING MAP .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. Q H.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 516"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE SHEET OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, GENERAL NOTES.............1 I.13116"LAMI IG:(1)LITE OF 116" TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS GLAZING DETAILS............2 WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. DESIGN PRESSURES.......3 J.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A ELEVATIONS.....................4 .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. VERT.SECTIONS.............5 K.13/16"LAMI IG:(1)LITE OF IN'TEMPERED GLASS,AN AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS............5 OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. PARTS LIST.......................8 L.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAM)CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS EXTRUSIONS.... WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. CORNER DETAIL..............7 ®M.13/16"LAMI IG:(1)LITE OF 118"ANNEALED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/B"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR ANCHORAGE..... ...8-11 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2.CONFIGURATIONS:"OX"(111,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) �3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7.REFERENCES:TEST REPORTS FTL-4646,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063, ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL PRODUCI'RLVISED w complying tvstIt the 1 Iorida Build 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. Acm cca+ tg Cnclo tan Into ^• t Da 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY 0 HURRICANE ZONE(HVHZ} MiamlDado Product Control tlfltllt _* N� to R �- ov J J 10/07/11 'D 010 FBC UPDATE NOTES GENERAL SSA P O 1070 TECHNOLOGYORIVE N A ...... J.R 04101/11 C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS NOKOMIS,FL 3x276 70e ,�O'rE ENOTES .ADD NOTE PE ALUM.SINGLE HUNG WINDOW,IMPACT 'r�,SStONPt�� F.K. 11/13/06 8 TON TE J CAZ P.O. 1620 e� area Y„ ner A.LYtR�I(I mI ILL A.E. a."� 0818 NOKOMIS,FL 94zr4 V/sibly Xett>:r stnoa NTS 1 . 11 4040-20 D FL P.E.#58705 F.K. 8/1105 J.J. 2/23/07 NOTE: LAMI IG OUTBOARD LITES MAY BL 1 1 UPGRADED TO 318"WITH NO CHANGE IN DESIGN PRESSURE. 112"NOM. 1/2"NOM. 41 GLASS BITE 44 GLASS BITE �]EXTERIOR INTERIOR[> (ALL SECTIONS) 37 � 37 80,81 or 82 83,84 or 85 70 70 U8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5/16"NOM. 7/16"LAMINATED 5116"LAMINATED GLASS 7116"LAMINATED GLASS 1/2"NOM. 1/2"NOM. 46 GLASS BITE 46 GLASS BITE 38 38 PRODUCF REVISED 86,87,88 or 92 89,90 or S1 Buiild complying md,ertoriaa AcceptancoNo 70 7th Ex ovate Miami ado Product Contro 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS t I I I 5116"LAMINATED 7/18"LAMINATED AIR SPACE AIR SPACE 1/8"ANNEALED OR TEMPERED GLASS 0 118"TEMPERED GLASS© 4C 13116"NOM. 13/16"NOM. q�, Oro 68 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI C� to 1a 11 • rJJ: rtes r x"mob o O EO C id. R�07/11 ROW . NOCHANOESTHISSHEET 1070 TECHNOLOGY DRIVE � GLAZING DETAILS %�0,�, •,sFLOR�©� J.R. 04!01/11 C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS NOKOMIS,FL 34276 ALUM.SINGLE HUNG WINDOW, IMPACT Etc true R".tewna: F.IG 11/13108 9 ADD ITEM 92 To 5/16 LAMI W.GLASS A,A,A &LAMI IG NOTE P.O,BqX tb28 soae meet pe,pRp Rer A.LY�It3 MILLLIt;P.E. M dmd ome: NOKOMI3,FL 34274 VWbly Better 9"700 Full 2 Z Z 4040-20 D FL P.E.#68705 F.K. 9/1/06 J.J. 2/29/07 w 1M FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPT 10N TABLE 1. 7, { BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT � WIDTH GLASS TYPE 63" 88" 68" 70" 72" 74" 76" MEETING RAIL 48" A,S,M +80,0 E+,Ooo* -80,0 +80.0 -60.0 +60.0 -80,0 +80.0 -80.0 +80.0 •80.0 +80.0 -80.0 HT. 50" A,H,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +79.0 -79.0 62" A,S,M +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +78.8 -78.8 +77.3 -77.3 +76.8 -75.9 "X" H 63118" A,8,M +80.0 -80.0 +79.6 -70.8 +78.2 -78.2 +76.9 -78.9 +75.4 -75.4 +74.0 -74.0 ST UP TO 831/6" C,D,E,F,G,H,I,J,K,L +8D.0 -80.0 +80.0 -60.0 +80,0 7375 1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION& TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT "O" WIDTH GLASS TYPE 38 318" 44" 80 618" 83" 72" 1 74" 1 76" MEETING RAIL 48" A,B,M +60.0 -80.0 +80.0 -60.0 +80.0 1 -80.0 +80.0 1 -80.0 +70.0 -70,0 +70.0 -70.0 +70.0 -70.0 HT. 6010 A,S,M& +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 •79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 "X" S f H 62" A, M,& +$0.0 -80.0 +80.0 480.0 +80.0 -80.0 +78.9 -76.9 +70.0 -70.0 +88.8 -68.8 +67.6 -67.8 1 631/8" A,S,M t$0.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.0 -75.0 +88.0 -88.0 +68.7 -88.7 +65.5 -65.5 L UP TO 631/8" C,D,E,F,G,H,I,J,K,L +80.0 -80,a +80.0 -80.0 -;s-0.0 80.0 +$0.0 -$0.0 +70.0 -70.4 t70.4 -70A +70.d -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION& TABLE 3. �T. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS I WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=78"FLANGED AND 76"INTEGRAL FIN) "O" MINUS WIDTH GLASS TYPE 17118" 2211118" 28 3118" I 3331,r 39 6116" 4413118" 50 318" 6616118" SASH 63118" D,E,F,J,K,L +80.0 -80.0 +80.0 -80,0 +80.0 -80,0 +80.0 -80,0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT, WT. MEETING RAIL 4 GRASS TYPES. TEST REPORTS TABLE 4. °x" SgSH A.6115"LAMI-(1/8"A,.090,1/8"A) FTL4647,4648,4723,4957 -� 8,5118"LAMI-(1/8"A,.090,118"HS) FTL4647,4848 C.5118"LAMI-(14'.HS„090,118"HS) FTLA%?,4648 D,7118"LAMI- 3116"A,.090,3/18"A) FTL-4845,4886 E.7116"LAMI-(31`18"A,.080,3116-HS) FTL-4045 RODU(r REVISED F.7/18"LAMI-(3116"H8,090,3/16-HS) FTL-4645 as complying Willi 111017odau Building codo G. 13/18"LAMI IG-1/8"T AIR SPACE,5116"LAMI-(1 18"A,A90,1X'A) FTL4646,4723 Acceptance No L' H,13118"LAM[10-118"T AIR SPACE,5116"LAMI-(118"A,-090,118"HS) FTL-4646 io Dato 1. 13118"LAMI IG-118"T,AIR SPACE,5118"LAMI-(1/8"HS,.090,1/8"HS) FIL-4640 t I)ado�uct Contra J,13116"LAMI IG-118"T AIR SPACE,7118"LAMI-(3/18"A,.090,3118"A) FTL-4649,4850 K.13/18"LAMI IG-1/6"T AIR SPACE,7/18"LAMI-(3118"A,.090,3/16'HS) FTL-4849,4860,4958 L,13118"LAM[IG-1/B"T AIR SPACE,7118"LAMI-(3/10'HS,.090,3/18"HS) FTL-4649,4850 M.13116"LAMI IG-118"A.AIR SPACE,6116"LAMI-(1/8"A,.090, 118"A) FTL-5053 ��`'�y 4YN*N NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. - * (y, 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38"MAXIMUM. LU J.J. 10/07/11 0 NO CHANGES ROS SHEET S Rwow 1070TIM114 LOGY 13RN6 DESIGN PRESSURES %O,p •., Rnway. MIN J.R, 04/01/11 C CHANQTrD CAP GLASS TYPE TO T>=MPERED FROM HS NOKOW$,FL 34275 ALUM. SINGLE HUNG WINDOW,IMPACT F.K. ttl1:V0@ B R OMFORMATOPS AD01Nl F1N UPD 1'STNDS P.O egx152e &.Awt+ald so.Yt d oVx A.LYhSI(I'MILLK P,E. NOKOMIB,FL 34274 VtsJbly Better 311700 NTS 8 a 11 4040-20 FL P.E.#58705 F.K 91/0.5 J.J. �1/OT 531!8"MAX.FLANGED WIDTH a 52 1/8"MAX.I.F.WIDTH 49 5/8"MAX.FIXED p C DLO(ALL) — — k 75"MAX. 75"MAX. I 75°MAX. SEE DLO !! I.F. A A I.F. I.F. TABLE / D r HEIGHT SEE DLO HEI HT SEE DLO r HEI HT L ® TABLE O Q TABLE j as —--- 76"MAX. 76"MAX. 76°MAX. — _-- FLANGED FLANGED FLANGED HEP 3HT HEI HT HEI allT SEE DLO 11. TABLE X MAX. SEE DLO / SASH x � SEE SEE DLO X � S (MAX.) HE HT TABLE NO E4 TABLE / NO E 4 481/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) — 1/1 B �"1 — --- T VERTICAL DAYLIGH76"MAX. AX. OPENING I.F. . FIXED LiTE HEI HT HT LOW HIGH SEE DLO bETA1L SILL SILL SEE DLO A 341/2" 34 3/18"TABLE MAX TABLE j 76"MAX B 41 518" 41 1/4"FLANGED FLANGED C 41 1/4" 40 7/8" HEI HT HEI T D 52 5/8" 5211116" E 52 1t4" 52 5118° L SA5H PRODUCT REVISED I 20" / 20" LOW HIGH asoomplyutg"vith the Florida SEE DLO TABLE X j SASH SEE DLO TABLE X / SASH DETAIL SILL SILL BuildntgCoilo HEIGHT AceeptancoNo HEIGHT A 341/2" 34 3/16" an)ato B 27 7/16" 27 1/8" 9 G 277116" 271/8" Miami adarrodactcommt DETAIL D DETAIL E D 16 3/8" 15 3/4" VIEW(CUSTOM SASH) RADIUS TOP CUSTOM SASH) E 1 16 318" 15 3/4" TABLE 5. � ,,.� NOTES: ,I ,YNN 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. `tom, 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. _ *: No.58T05 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. ReNek+e: oa,atonarc Of loweli J.J.r 10/07/11 D NO CHANGES THIS SHEET ELEVATIONS !O fiioRl�.•' O..... Rew xw 1070 TECHNOLOGY DRIVE J.P. 04101111 C NO CHANGES THIS SHEET NOKOMIB,t L 34276 PG 7A1r �� mw �,, ALUM. SINGLE HUNG WINDOW, IMPACT" IONAL F.IG 11!13/08 B ADD WTEGRAL FIN I.F. VERSION,CHG.NOTE 3.ADD NOTE4. P.O.BOX 1828 Soab g p by Rat A.LY�P6 iAlll Ill L�t,P.E. moo„ � Dam, NoKOMis,Fi X274 vrsibly Better SH7� NTS 4 all 4040-2A Q FL P.E.#58705 F.K. 911/05 J.J. 212307 1+-2.78,f`j NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR l! OPTIONAL BOTTOM LOCKS,(1)W FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED r 1 a BASED ON SASH WEIGHT 1 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING a 31 9 10 11 15 16 MAX. 2.710" FIXED LITE 7, 8 OR 17 DAYLIGHT 25 OPENING OUTSIDE 26 � MAX.FIXED LITE DAYLIGHT OPENING MAX.WIDTH SECTION A-A 6 OUTSIDE INTEGRAL FIN (I.V)FRAME SECT IONSa INSIDE 23 47 50 MAX. HEIGHT 21 2.(46 I HIGH I OUTSIDE I SI 2. 30 Join LOW SI L MAX. VENT DAYLIGHT 49 HIGH SILL 4$ LOW SILL HEAD JAMB OUTSIDE OPENING 68 2.710" 28 ALF,FRAME n 53 II PRODUCT REVISED OdMSIDE 017 as complyiugtivith the Florida Building Cade y , Acceptonce ua •h 3(Gl/4 n ato 53 RY 2.946" Mi Product Contro- 52 (LOW SILL) {HIGH SILL) SEE NOTE ABOVE 54 64 ►++r r r 67 NSt 3 30 12 ONLY LI 69 ULTRALIFT 12 ONLY SECTION C-C 05 SECTION B-B RADIUS TOP * fL (!OW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) A,oIlo yI W Rawo err Dam: R"bm: D.edmuok TATEO Z" J.J. 1IJID7l11 Rte. NO CHANGES 7TI13SHEET 1070TECHNOLOOYDRIVE SECTIONS %�0, ' .,PLOR�b�' J.R. 04/01!11 C NO CHANGES TN13 SHEET NOKOUS,FL 34278 ALUM. SINGLE HUNG WINDOW, IMPACT '�� 3►ONP�- ��` F.K. 11/13/08 B ADD I.F.SECTIONS 6 CONSOLIDATE'SAL COMPONENTS P.O.BqX 1828 Dien �; NOKOMI" 'U274 Visibly Setter soarx m"10 "° A.LYNN'MILLk�,P.E. F.K. 0/1105 J.J. 2123107 SH700 Half 5 d 11 4041)-20 FL A.E.#68705 ITEM DWG,# DESCRIPTION POW IT©IA OWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 60 1636 SCREEN SPLINE-.136 DIA HARD 61636K 2 1166 #8 X 1.000 QUAD PN.SMS 781 POA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 812220 63 605 GLAZING CHANNEL(.688 X.500) 6633402 6 1628 ADHESIVE OPEN CELL FOAMPAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 708X1 8 1 4004 FLANGE FRANC JAMS 612227 67 GLAZING TAPE,1/16 X 1f2.7M8 LAN 628V1610 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64060 9 4029 SPIRAL BALANCE,318",W,OR 11/18" A 70 SILICONE,DOW 699,995 OR EQUIV. 10 1080 BALANCE COVER,318"OR 618" 6BALCVR916 80 A GLASS,6116"LAMI,(118"A.090 PVS,1/8" 11 #8 X.750 PH.PP.SMS 7834M 81 i.GLASS,5116"LAM, 118"A,.090 PV8,1 18"HS) 12 BALANCE BOTTOM BRACKET 70ALT13KT 82 C.GLASS,6/18"LAMI. 1f8"HS,.090 PW,1/8"HS 13 108511086 SASH TOP GUIDE 42604 A 83 D.GLASS,7118"LAMI,(118"1,.090 P11B,118"A) 16 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7116"LAN,(11811.090 PW,1/8"HS) 18 1080.1 BALANCE COVER,11/18" 68ALCVR670 86 F.GLASS,7/16"LAMI,(118"1•18490 PV13,118"HS) 17 4063 SASH STO COVER 64053 86 G.GLASS,13l16"LAM 10;1/8'"1,AIR SPACE,5/18"LAMI,0/8"A.090 PVB,118"A) 18 4029-1 SASH BRACKET 7ULB KT 87 H.GLASS,13118"LAMI 1G;118'T,Alit SPACE,6118"LAN9,0/8"A.090 PV9,1/814S) 19 #8-32 X 1/2"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 1.GLASS.13/16-LAN 10;1/8"f,AIR SPACE,6116°LAN, 1/8"HS,.090 PVB,1 18"HS) 21 4054C FIXER MEETING RAIL 64054C ® 89 J.GLASS,13/18"LAMI 10;1/8'"1•,AIR SPACE,7118"LAM,(3116"A.090 PVB,3 110 A>) 23 4006C SAS TOP RAIL 64006 90 K. LAS6,13/16"LANp 10;1/8'T,AIR SPACE,7116"LAAk(3116 A.090 PV6,3 118"HS) 26 1236 WSTP.0 70 X.270 BACK,FIN SEAL 673160 91 L.GLASS,13/10"LAMI 10;1/8"T,AIR SPACE,7118"LAMI,(3118"1-18490 PV8,3 118"HS 26 1096 SMEP LATCH 71096 92 0 1 /1 " ;1 • M .( 0 27 1018 #8 X.62b PH.FL.SMS 7868 2.8 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2.784 30 1228 WST .,BULB VINYL 6TP249 31 4006 SASH ID RAIL 812231 �Z 34 1288 SASH Wig GUIDE 42501 35 1622 LAMI SETTING BLOCK 3/32"X25164"X 1" 71022K 1' 3, 36 1062 LAMA 10 SETTING BLOCK 1"X 3/4"X 1/16" 71052K 37 1224 VINYL 5M b0V BULB IGK) 6TP247WK 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP240K 41 40398 GLAZIN B .6/18 LAM GLASS. 840398 FRAME, I.F. HEAD 42 40448 GLAZING BEAb,4/16 LANK W/GRILL KIT 644703 47 #4071A,6063-TO 44 4222A GLAZING B. ,7116"LAMI 64222 FRAME, I.F. LOW SILL 46 986C GLAZING BEAD,7116"LAMP W/GRILL KIT 6986 4$ #40721,6063-T6 46 4067 GLAZING BEAD,13/16"LAN I.G. 64067 2.908 47 4071A FRAME,L .HEAD 64071 PRODUCT REVISED coly 48 4072A FRAME,I.F.LOW SILL 64072 2,374 ask Building iug with Use l toridn fSUildtng CodC 49 4073A FRAME,I.F.HIGH BILL 84073 ® Accoptance No t ��1 50 40748 FRAME,I.F.JAMB 64074 B. °`Dat �'Gp 52 4009 SILL LATCH(EGRESS) LOW SILL) 764009 062 NOM ` 63 1088 SPRING,SILL LATCH(EGRESS) MORNG THICKNE38 miarui ado Product Contro 64 2740 SILL LATCH(EGRESS) (HIGH SILL) 62740 A' 71 2. 1 66 1014 SCREEN FRAME(HOR.8,VER.) 61014 �NOM 56 1630 SCREEN CORNER KEY WIRINGS 71630 THICKNESS j 1 t 11 67 1631 ISCREEN CORNER KEY W OUT RINGS 71631 �A�.(NN .... 58 1073 SCREEN SPRING 7CASP 59 1824 ISCREEN SPLINE-.136 DIA FOAM 61624K 50 FRAME, I.F.JAMB 4\ 55105 ®4� FRAME,I.F.HIGH SILL � #4074B,8063-T8 _ K: No * M LUZ 04073A,606 3.76 (USED AS RADIUS TOP HEAD) lo�S o f Z� .(J. }WWI D NO CHANGES THIS SHEEr �0 '•. g4P p : C9� 1070TECHNOLOOYORNE PARTS LIST ,LR 04/01/11 C CHANGED CAP GLASS TYPE 7O TEMPERED FROM H8 NOKOMIS,F4$4278 ,c SS I Opp' `�` maw. ALUM. SINGLE HUNG WINDOW IMPACT �rJ F.lt f 1l15W9 B 9 P.O.BQX 1829 s� ew A.LYlVW Mywit �'P.E. mw oer NOKOkli8,FL342T4 VLatbly Barter SH700 NTS 6 a 11 40400.20 D FL P.E.#58706 F.K. 011105 i J. 22307 W I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 2 i�I.F.FRAME 2,784 .062 I II Il 2.630 2.330 1.363 082 6or50 FLANGE FRAME HEAD t I I #4002A,6063-T6 i+ 2.784 ' 1.749 FLANGE FRAME SILL (LOW) WELD #4003C,6063-T6 6 or 50 ALONG SCREW BOSS(2) SEALANT OR GASKET AT HEAD AND SILL 2.710 .738 082 .490 040 062 VIEW D-D VIEW E-E (1!1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER _ _ FRAME CORNER CONSTRUCTION (� FLANGE FRAME JAMB #4026,6063-T5 17 #4053,6063-T5 .060 #4004,6063-T5 i (USED AS RADIUS TOP HEAD) —� 1.166 �— .678 • I 1.342 I 2.279 T 062 1' 9 41 GLAZING BEAD, 5/161 I #4039B,6063-T5 2.155 .062 1707 062 1.979 SASH SIDE RAIL .062 31 #4008,6063-T5 S FIXED MEETING RAIL 23 SASH TOP RAIL SASH BOTTOM RAIL(LOW)#4054A,6063HD-TB As #4006C,6063HS-TB #4007,6063-T5 060 •050 1.096--�t—�-I 67a 42 GLAZING BEAD,5/16" rROnucr>zeVIS6a #40448,6063 T5 °�camplyiog with the Florida do 2.326-----1 (USED W/GRILL KIT) Acoopt cc No.«`� [3x ' mt ato 062 2.846 44 GLAZING BEAD 7/16" M; adePfodaCtCoatrol 3.446 #4222,6063-r5 2.638 1 .683 .050 062 tilllftt .678 1.097 �� GYNN MIt�F�,,� .050�''►5�"►5I �' 46 GLAZING BEAD, 13/16"IG ��`��o.•�`GSNS6'' •• P 1.715-7"--t #4067,6063-T5 tz FLANGE FRAME SILL (HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" 6g #4051 A,6063 T5 #986C,6063-T6 - *A It- #4050A,6083-T6 (USED W1 GRILL KIT) '�� •• Of RhIdBA 09w J J 10/071/7 R D NO CHANGES Tttt3 SHEET ��'f y '•, STAT> P ti¢' 1070 TECHNOLOGY DRIVE EXTRUSIONS&FRAME CORNER DETAIL ;0,�. .. FLOR14. JAR. 04101!17 C NO CHANGES THIS SHEET NOKOMIS,R 34275 nae �'�i�S''s A� pwada)n O.M.- ��\\ UPDATE FRAME GORNERASSEMBLYTOINCLUDEI.F. .— ALUM.SINGLE HUNG WINDOW, IMPACT F.K. f11l3/06 B P.O.BOX15� eoy; @ w A.LYNi{I'II/IILL�F�,P.E. o e m ax tbm sneak , Deft NOKOMIS,FL 34274 VLstbly Better F.K. 8/1/05 J.J. 2123/07 SH700 H81f 7 11 4040 2(J b FL P.E.#58745 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 28.603 34.603 1 40.603 46.60 1 52.603 1 58.603 64.603 76.000 3-#12 SCREWS ANCHOR TYPE: U U v c) U U U U U U U NONU U U U U v Z O O OU U 2 G BASED ONTHE 0 N OO'4 0 c p -WINDOW GLASS NON0O O ONO � C 0 FOLLOWIIDIMENSIONSoN U U � � 0 U 0 U U HEAD-1S 1/2"MAX.FROM TOP CORNERS WIDTH TYPE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS C,D,E,F,G, 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 221'2' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 8"MAX.BELOW MTG.RAIL 19.125 ®SILL-ANCHORS NOT REQUIRED A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1_121111 1 2 2�2 1 2 2 2 2 2 2 2.21-- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. H,I,J,K,L 1 2 1 1 1 2 9 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 21'2 213 1'2**[2 212 2 3 21'2 2 3 3 3 212 3 3 eQ 24t32.11111)000 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 --- .__._... ._. .......__..__. ._. _....__._._ _. ._..._.._..._.__. _.. ._ .._._..._.� _._.. __ _.__.._._.. _._.. _-__._-.•--.._ FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 Ti 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 1722. 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 ARE 1"LESS. 1 1 _1_ 1 1 1 1 _1 1 1 1 _1 1 1 _1 2 1 1 2 1 1 2 1— 1 5 DESIGN PRESSURE LIMITATIONS: a 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE , , , , , 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN �..—._—.-- _,- — — - _ _ _ .-.. ——j— —. _ __._ ._.. .__. ._.__. ____ _. PRESSURE FOR THE H,I,J,K,L 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 RESPECTIVE SIZE 37.000 1 1 1 1 1 1 2 _1 _1_ 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS A B'M 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 AVAILABLE. PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221222232223232223232323242333342334353334453344 AB,M 2 2 2 2 2 2 2 2 2 2_ 2 2 _2^ 2 2 2 2 _2 2 2 _2 2 2 2 2 2 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _ _ __ ._. .... __.._.__ ..._... ...___. .. _ ..- -- _ _._..--- _. _. ._ MAX.PSF 44.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4 5 (DpLIMITMA 498 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 2 PROAIICTREVISED A,B,M -- - - —— '- "'"' " " -' - -T4'3"' `- --' complying with the Florida 2222222322232322332423333423333423353334453445 JAMBABOVE2 3 Building Coda PSF 79 79 coeptonoo No © .1+ MTG.RAIL ti I!_ Zc+/G'i C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 .._2_ JAMB BELOW 48.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 .6 3 4 5 5 MTG.RAIL lam► adaProductContro� A,B,M 2 2— 2 —2 2 2 2 2 2 2:2L3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 6 3 4 5 5 {FULL DP) PSF 7,2 T9 79 HEAD_2 \��+`�LYNN M144 F''��. C,D,E,F,G, 2 2 2 2 2 2. 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 O� ''' Ise '' R '� _.._.. _ _. _ _._. .__ _ — -- .._..._.. __.___._ MTG.RAIL 53.125 H,I,J,K,L 222222232223342334342334343334353344483445483456 2 _2 2 2 Z 2 2 2 2 2 2 2 3 2 2 3 2 2 3 _2 2 3 2 3 JAMB BELOW AB'M 222222232223342334342334'34333 . 35334 F4453r345463445 MTG'RAIL - of a Way: Oak Ra peealatbn+ .• '• s1pci • J.J. 10107111 D NO CHANGES THIS SHEET >� ANCHORAGE SPACING, /7 WINDOWS avi9: 1070 TECHMOLOOY DRIVE + i.0,� ••......... FLO J.R. 04(01/11 NO CHANGES HORAaI�BiE�IJA oTES. NOKOMIa,FL 94276 ALUM. SINGLE HUNG WINDOW, IMPACT F. 11118/08 8 ADD DP MAX.WHEREANCH RQ I RESTRICTEDBYSIZE. P.O.BQX1528 sma pa'Avu. Rer A.LYNI�IIMILL�I�,P.E. pn 6r. DIM crwmcede. pen. Wit) IS,FL 34274 Visibly Better F.K 7129/08 J.J. 2123107 SH700 IVT$ 8 11 404Q 20 D FL P.E.#56705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS ° WINDOW HEIGHT 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 29.855 37.155 44.655 52.155 59.655 67.155 74,655 78.000 A 3-#12 SCREWS ANCHOR TYPE. 0 U a U U U U U U U 0? U U U U 0 U U O U U O U U ZZnOZZMOZZO 2.ANCHOR LOCATIONS ARE BASER ON THE Z ZMOC"zzMON� ZZMOZ -ZMQ -WINDOW GLASS O NO O O 0 N O ONO 0 O c 0 O N 0 O N U O FOLLOWING DIMENSIONS: YP U U U U O HEAD-181/2"MAX.FROM TOP CORNERS WIDTH T C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171!2"MAX.FROM TOP CORNERS __..._ _. ._ ._.. ._. .... ._.._ .._..._ _ ... _ ..._ __....._... ..-._ ._...._ ._. _. _. -- -- ._. .. .. ._. 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 212 2 2 2 2 2.1'2. .21.2' 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3'[2.2 2 3 2 8"MAX.BELOW MTG.RAIL 19.125 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 k-2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 g,INSTALL PER THE ADJACENT TABLE ANCHOR PSF 7,91 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. 24.0()0 H,I,J,K,L 1 1 1 1 1 1 2 2 11 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 ABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 1 1 _1 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS A,B,M 11T 1 1 1 1 2 2 111 2 2 212,212 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3�2 3 2 2�2 3 2 3 2 2 2 3 2 ARE 1"LESS. As PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 _1 1 1 1 1 _1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.00() H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 11 1 111.21 22222232222332233333233332233433243433243 MAXIMUM DESIGN PSF 59 $7 79 PRESSURE FOR THE RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 _1 2 2 1 2 AND GLASS TYPE IS 37.000 H,I,J,K,L 11 1 111 22 22 22232223332233333343333233433243443243 AVAILABLE. A,B,M 1 1 1 2 1 _1 2 1 2 2 1 2 2 —1 2 2 1 2 2 —1 1 1 1 1 1 1 2 2=2i 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 64 79 $2 79 C,D,E,F,G. 2 2 2 2 2 _2 2 2 2 _2 2 2 _2 2 _2_ 2 2 2 2 _2 2 2 2 2 40.ODD H,I,J,K,L 111 111 222222232233332233433343333343443343443353 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 —2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 TABLE KEY: PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 _2 2 2 _2 2 2 2 _2 2 2 2 2 2 _2 2 2 _2 2 PSF 44.000 H,I,J,K,L 11 1 111 22222233223334233344 3343443343443343443364 (DP LIMITED) ??7 HEAD 3 RODUCT REVISED 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 win tying with tha Florida A,B,M _. _. __._.._�.. - __. —.._ .__._ _... _._ .._. _._- - - JAMB ABOVE 3 3 uttdtn8 Codc 111 111 222222332233 2333443343443343443343443354 tanccNoll'y0� PSF 48 74 51 74 79 79 MTG.RAIL pits IIIfl — ��O G,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW 4$.000 H,I,J,K,L 1 1 1 1 1 1 2 L2 2 2 2 2 3 3 2 2-031-3-1 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 MI G•RAIL �n; edeProductConttol 2 2 2 2 2 2 2 _2 2 2 2 _2 _3 2 2 2 2 2 3 2 2 3 2 2 A,B,M - — - (FULL DPI t t t l t t t t 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 34 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 HEAD 2 `\`��y�y1NM/( PSF 41 67 46 67 76 79 JAMB ABOVE 2 2 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 _3 2 _3 3 2 3 3 2 3 �,�o�`•y`�tiNSB Q*'�! 53.125 H,I,J,K,L 711— 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 474 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 F-4.1-81 5-41..3. 3 5 4 5 5 4 3 5 4C''�L o5g105 2 2 2 2 _2 2 3 _2 _2 3 2 3 3 2 3 _3 2 2 3 2 3 3 2 3 JAMB BELOW ►t * A'B'M _ -- — - -- -- MTG.RAIL _ : w- 1 1 151M.2 2222233, 333 344334444 334444334454435454435 G(. Io1oEl : ttt= R R,d.,ti 10107111 D NO CHANGES THIS SHEET J�,fj STAT pp �Z� e Revtefa,.0 1070 TECHNOLOGYDwVE ANCHORAGE SPACING STANDARD VIEW p� F'I,GR,,.•�� J.R. 0410111! C NOf LMORMlLi>�i�HORQTYISRESTRICTEDBYSIM. NOKOIAS,Fl.34278 Tft FJO 11113/0ti lie- 7EVM ANCHORAGE ETABLE QTY/SRESTRtGTEDBYSlZt3 P.O.BOX1629 rd ALUM. SINGLE HUNG WINDOW,IMPACT ''�/FSSIONp`� ``�• pay, item, t NOXOMtS,F1.34274 Visibly Better seru m.*t °` &1B'4 Df1R�BN°° Ram. A.LYNN MIL9!E'P'.E. F.K. 7129105 J.J. 2!23107 811700 NTS 9 a 1? 4U4U 20 FL P.E.#587Q5 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8, 1. ANCHOR TYPES: 1-114"ELCO TAPCONS SUBSTRATE: 17,126 22.668 28.211 33.764 _39.296 44.839 50.382 55.925 2-114"ELCO SS4 CRETE-FLEX, 3- SCREWS ANCHOR TYPE: o U U 0 A U U ❑ U a o 2.ANCHOR LOCATIONS A RE BASED ON THE FOLLOWING aU - ?Oz z ZZOZ - z Zz0 Z ?ONZz � ?WINDOW GLASS `' ONU ON NU U NppU � U U N U U U yU U U DIMENSIONS: TYPE U H AD 8 2" MAX.FROM CORNERS 19.126 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17112"MAX.FROM TOP CORNERS ______.... ..__. _. ..-__ . __-.__.. __... 1110"MAX.ABOVE THE MEETING RAIL K,L 1.. 1 1 2 2 2 2 2 2 2 2 2 .2 2 2 3 2 3 3 2 3 3 3 3 6"MAX.BELOW MTG.RAIL 24.000 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15"MAX.FROM BOTTOM CORNERS K,L 1... " 1. "2 2 2 2 2' 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED D E F J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32.000 K L _._.._ ..._..._...__._..___...._.__._—.. ._..—... ...__. . _.___ _.__._._...._....._-.. ...._.._ -...._....._.._.___._..._ ....._... __. &VIEW WINDOWS FROM TABLES 7.AND 8.USING THE 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L _.. __._..._.. ..._.._._......__._.._____...._._._ a WINDOWS ARE 12 51W MIN.TO 38"MAX. 1 1 1 2 2 Z 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 PSF 79 T9 79 79 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1"LESS. KL -.1 "-I- 1 2 ._2 2 3 3 3 4 -3_...4 4__..3_._..¢_ ..,.4..-.._3.__...6_ _.4... 4__ .-55._..4 6 6.DESIGN PRESSURE LIMITATIONS: PSF 79 76 79 77 79 79 79 A SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM __ _.. ___ _.._ _ __.._ _-____. .____._.—_.___._._._�._...._�.-. ._...... _.._.. ..__._ DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K.L. 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 6 5 4 5 6 4 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSFI 78 79 70 79 79 71 79 1 73 78 PRESSURE FOR THE 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND --._---.---_-._....__._.._ GLASS TYPE IS K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 8 AVAILABLE. PSF 71 79 63 79 79 64 74 66 77 69 69 ® TABLE 7.KEY: 53.126 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 -.--._._.---_._-._.___._—_. MAX.PSF K,L 1 1 1 2 2 2 3 3— 3 4 4 4 5 4 5 6 5 8 B - -- 7 MAX SDP LIMITED) 912 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD"2 TABLE& JAMB ABOVE 1 2 SASH HEIGHT MTG.RAIL SUBSTRATE. 12.776 15.776 18,776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. ❑ Qp U U Q U D pp n Q U n ❑ O ❑ U (FULL DP) M O �y Z Z C'? O N Z i.- Z M O N Z Z M O N Z Z M `-' N 2 - M tV �"„ M O N Z Z l N Z c.. HEAD 2 WIDTH N � C4 8 o❑ N � N g as N § N 8 c� N 8 11 JAMB ABOVE —4 Y 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 F, 2 2 2 2 MTG.RAIL Kpy,vc r tvavtsl5� 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 acoraP►Y+pQwItAAteFtatld0 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 eptanc Ste 37.000 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 4 ® TABLE& KEY: �onrrot 40.000 74 MAX.PSF 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 SDP LIMITED) 712 44.000 68 78 JAMB BELOW1 2 1 t t r I r j 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 MTG,RAIL ��` p GYISN•MJ1 F`' 48.000 63 72 78 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 6 3 4 5 3 4 FULL DP No.58705 �� k 73 58 66 72 JAMB BELOW 2 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 MTG,RAIL w t l ZI W w RevadBy, Dow Reviskm COOK= i /+ ••. $TAT Of ,�•-: J.J. 10/07111 D NO CHANGE'S THIS SHEET %Q A,•' RevkWna: 1070TEMNOLOGYMNE ANCHORAGE SPACING, CUSTOM VIEW ;.C�•.,.F✓,oR1O•. �C�,,. J.R. 04101111 C NO CHANGES THIS SHEET NOKONS,FL 34Z, Dew s s ALUM.SINGLE HUNG WINDOW,IMPACT �''�SSrONAL �� F.K. 11113/06 B ADD DP MAX WHEREANCHORQTY IS RESTRICTED BYSIZE. P.0.6QX'599 � s� semen D�"aoxo Rer. A.LYNrN'INILL�A,P.E. on wear Dow ; teoKOMIS.FL aa2Ta Visibly Becaee sH7oo NTS 10 d 11 404x20 D FL P.E.#58705 F,K. 7129106 J.J. 2!29/07 a EXTERIOR INTERIOR ®NOTES: 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAIL ) APPROVED 1/4"ELCO TAPCONS OR 114"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM A CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3/4". 3.35 KSI MIN.CONCRETE (SEE NOTE 18,3)® 2x WOOD BUCK WOOD ANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR a(SEE NOTE 4) (SEE NOTE 2&3)Q 1/4"S84 CRETE-FLEX. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE 1 318"MIN.,1/4"TAPCON A TOTAL THICKNESS IS LESS THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE •4.314"MIN.,114"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" 1 3/8" OPTIONAL 11 '' c� THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK MIN. ® ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1/4" 1/4„ 6063-T5 AND A MINIMUM OF 118"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX. Mme( OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN aQ MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 114" 13/8" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 114"MAX.SHIM �--i MIN.. 1/4"MAX SHIM MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. :. 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION,SECTION 2003.8.4(SUPPLEMENT 2005). CONCRETE ANCHOR, WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING RAIL.(SEE NOTE 1&3),& RAIL.(SEE NOTE 2&3) 3.35 KSI MIN.CONCRETE INTERIOR OR 1.5 KSI MIN.CMU Q (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE(SEE NOTE 4) (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE As 1l4" MAX. SHIM 114" WOOD FRAME MAX• SHIM PRODUCTU13VISED WOOD FRAME ��-�� as complying with the Florida Building Code .131"DIA.MIN. Acceptance No "t �e�.•14� x 2112"NAIL, [?xp ato _ i."aj�f7r .131"DIA.MIN. AT CORNERS x 2 1l2"NAIL, —_�__ AND 5"O.C. MimniD daProtluetCotstro AT CORNERS — WOOD FRAME AND 5"O.C. .131"DIA.MIN. I i 1 111 M/'� AT CORNERS `\��ONy LYNN SHIM AND 5"O.C. DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) = k' No.56705 TYPICAL INTEGRAL FIN ANCHORAGE ® w rsereaas cs:. x. > off' SRA FI ,�titU J.J. 10107111 D NO CHANGES THIS SHEET 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS ;O,c:' •, fiCORIU?• C? J.R. 04101111 C NO CHANGES THIS SHEET NOXOMIS.FL 34278 �sS ee�aer Here aev a% ADD INTEGRAL FIN ANCHORAGE UPDATE&REORDERNOTE3. ALUM. SINGLE HUNG WINDOW, IMPACT �,,, IONA- AK. 11113108 8 waNCTEs7.UPDATECCNCRE� c-mB.-DMENTDim. P.O.BOX 1528 i s� max, xan A.LYNkMIL-Ud P.E. note c1eakea , n"� NOI(OMIS,FL 34274 Vfst6(y Better itP 811105 J.J. 2123/07 SH700 NTS 11 a 11 4040-2D 0 FLP.£.#56705 MIAMI' MIAMI—DADI;COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 1 1845 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) -tv%vw.miumidade.gov/development/ PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 11FD-101"Outswing Aluminum French Door w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 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, F16rida, 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 No. 11-1013.22 and consists of this page I and evidence pages E-1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 12-0516.02 WNFtAors COUNTY Expiration Date: October 18,2017 �( kS Approval Date: August 30,2012 Page 1 NOTES: OUTSWING IMPACT FRENCH DOORS AND SIDE LITE(S) °plq ;;wnif tam Flaid® 1.GLAZING OPTIONS: Batt4t�aa a< 12- +�J.0 A.318"LAMI NOM.(.4021 CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM �� 17 PLUS(1)LITE OF 3118"HEAT STRENGTHENED GLASS. B.3/8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE g�pto��dCont MAXIMUM PLUS(1)LITE OF 311W HEAT STRENGTHENED GLASS. i C.7116"LAMI NOM.(.465')CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OP DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. D.7116"LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3116"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXiKEEPSAFE N O MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. Y E.13/16"LAMI IG NOM.(•840")CONSISTING OF(1)LITE OF 3116"TEMPERED GLASS,1/4"AIRSPACE,(1)LITE OF 10 HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP o U INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 311V HEAT STRENGTHENED GLASS. TOPIC SHEET O Od 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. I to A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. 4 GENERAL NOTES............ 1 O S� B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. CONFIGURATIONS...........1 w p GLAZING DETAILS 1 (6 l o 3.CONFIGURATIONS:X ...........X.O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. LU r 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2 r SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 Ili J REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 W F- J W 5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 6 F- O tot 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 7.REFERENCES: EXTRUSIONS................... 6,7 y 0- 06 O TEST REPORTS FTL-4984,5212&6864;ELCO ULTRACON NOA:11.0406.01,12-0128.09;ANSUAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM ANCHORAGE....................8-10 CA LU 0 a DESIGN MANUAL. I- O 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY W LU Z Z HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS F- 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED (�(]]W O Z B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED Q Z Z W TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. Q 0.' p LL LU 93 93 © 91 N 30 30 30 90N � 73 1/2"GLASS BITE 74 112"GLASS BITE 1/2 GLASS BITE EXTERIOR EXTERIOR EXTERIOR a a x c 94 a 94 a 94 4Z 1/8"AN.OR 3/16"AN.OR 1/4"AIRSPACE " HS.GLASS HS.GLASS GLASS HS. 3116"HS. 3/18"HS. 3118"TP.GLASS GLASS (DUPONT BUTACITE YOR GLASS (DUPONTBBUTACI E OR GLASS `\\`� ��Y'v SAFLEX/KEEPSAFE SAFLEX/KEEPSAFE .090 PVB INTERLAYER 1/8"HS.GLASS /a2lr MAXIMUM) MAXIMUM) (DUPONT BUTACITE) :• uj a 318"NOM. 7/16"NOM. 13/16"NOM. GLASS STACK GLASS STACK CLASS STACK i 6 3/8" LAMI NOM. 7/16"LAMI NOM. 13/16" LAMI IG NOM. GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR DLNOTE 1 GLAZING OPTION E, NOTE 1 rya'>>llt•"•.�� ,�� . .. _. t111O1\ TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A NOTES'f [�onucrxer."°l°°^ APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO as aomplyiagai • .• ,,t BuHdingCodo (2„ ,y2 (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: BuildinS ,do &o REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.3/8"' MI(1/8"A,.090 PVB,3118"HS) DOORS WITH GLASS TYPES A,B,C,D OR E B.3/8" I(1/8°HS,.090 PVB,31116 HS} C.7118 LAMI(3/18"A,.090 PVB,3/18"HS} �' padepmd"UCa HEIGHT D.711 'LAMI(3/16"HS,.090 PVB,3/16"HS) X WIDTH XX WIDTH 68-79 3/4" 70-83 3/4" 87 3/4" 91 314" 8°-95 3/4" ©E.13/1 LAMI IG(3116"TP,1/4"AIRSPACE,116°HS,.080 PVB,3116"HS) 30 37 10160 713/4!' +75.0 -75.01+75.01-75.01+76.01-76.01+75.01 -75.01+7.5.01 -75.0 2•COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y r MAX. X/XO WIDTH = 731/2" O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=109 1/2' v 273/4" +75.0 -75.01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX. XOlOXX WIDTH=107 3/4" �p MAX. XXO WIDTH=143 3/4° 910 '"E r 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 w a 3.SINGLE,DOORS 33 518°WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" A -1 fJ} o 36 314" +75.0 -75.01+74.9 -74.9 +70.41-70.4 +66.6 -66.6 +63.1 -63.1 WIDE qR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FW- D O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C, OR E FBC. N/1RROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. IW J 363/4" +75.0 -75.01+76.01-75.01+76.01-7,5.01+75.01 -75.01 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. p o U- TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY A. S.EXAMP�ES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: � as o APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX&OXXO EX.A F OM TABLE 1. g cA p a (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO W17H GLASS TYPE A 0 O DE WIDE x ES HIGH SINGLE DOOR WITH 29"SIDE LITES p =) T 2 REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION DESIGN PRESSURE_+67.8/-67.8 PSF W {1? 2 GLASS TYPES A,B.C,D OR E p w Z HEIGHT EX.B FROM TABLE 1. Q D_ W OXXO WITH GLASS TYPE A O_ IY X WIDTH XX WIDTH 68-79 314" 70-83 3/4" 87 3/4" 913/4" 8°-95 314" 68'WIDE x 85"HIGH DOUBLE DOOR WITH 36 1/2"SIDE LITES c� z u ° 2° 25 1/2" 40 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE_+70.41-70.4 PSF N C9 9 j �a 27 1/2" 51 314" +54.9 -54.9 +51.8 -51.8 +49.01 -49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. OXO WITH GLASS TYPE C 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.11 -46.1 +43.8 -43.8 +41.6 -41.6 30'WIDE x 67 314"HIGH SINGLE DOOR WITH 26'SIDE LITES DESIGN PRESSURE='+43.6/-43.6 PSF � 28 31 1/2" 59 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 41.4 +39.3 -39.3 ® c N 28 33 1/2" 54 63 31W' +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX.O FROM TABLE 2. ' OXXO WITH GLASS TYPE C 35 1/2" 67 3/4"1+38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES DESIGN PRESSURE-+43.1/-43.1 PSF c! 0 3° 37 1/2" 6° 71 314" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.01 -34,01+34.0 -34.0 a.x O WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH $2� °z REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.01+75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. 14 t i HrAV/'// SINGLE 19" +72.4 -72.4 +66.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 ti`�Q• ,,6 ':`h'L� SIDE LITE 213/41' +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 44.7 +42.6 -42.6 36 118" +35.2 -35.2 +35.2 -35.21+35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 �,,�f 4 P¢�0 73 1/2"MAX.--° -- 109 1/2"MAX.— 143 3/4"MAX. .._._.. �I PRODUCTRENELYER r 36 3/4" 36 3/4" __36 314" 36 3!4",J us compiging wlth the Ftoride _. N SEE NOTE 3 �-+— MAX. � MAX. --SEE NOTE 3------�-r -- MAX. I Bin. 36 2«� �6.D MAX. � MAX. ep�� (� 49 , 49 41 M;e-' nd Dade pr Cvu 49 I N p 95 3/4* g %' %' ( P') C> a 10 \�XA Er lE Er lE E� Ej E m LLJ 0 r 1 X t O 0 X INAC}T 0 u� p ° --- I=- 07 LL SEE NOTE 4 SEE NOTE 4 3EE NOTE 4 SEE NOTE 4— —SEE NOTE 4 W O co OX OR XO OXO OXXO 41 — z p cn -71 314"MAX. MAX. 37112" 24 9/16"MAX. 33 5/8"MAX. MAX. DLO(TYP) DLO(TYP.) G �b Z 0 Z {ELI r A-- A-• B O o LL 95 3/4" n W d 49 MAX. 49 41 G QN LL 103 TYP. 953(4' w Q MAx. 64 318" 103 (TYP.) ® a N R pp MAX' 84 318" 1 DLO �j TYP. / MAX. DLO Lad (TYP.) DOOR d DLO HEIGHT =HEIGHT 40" DLOWIDTH'X' -DOOR WIDTH-1215/16" (TYP.)� �D GI c F� jF DLOWIDTH'XX'=DOORWIDTH/2-115/16" L ,J r ' INACT Q SIDE HEIGHT \\\\\\kill a� , DLO HEIGHT=HEIGHT-113/8" \�� .......... XX B O DLO WIDTH =WIDTH-3118" �''• `J2 uj — 41 – - ,w 6 NOTES: ?�u a'Q � _ z:z 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. u N r°:0=2 n 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. r > :'6 _ � 3.SIDE LITES OVERLAP'X'AND'XX'DOORS BY 3/4"WHEN ASSEMBLED TO MAKE'XO','OX','OXO'XXO','OXX'AND'OXXO'CONFIGURATIONS. 20 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). '%y��yy'' .. .• ..dF�' d 5.CLEAR OPENING FOR'X'AND'XX'DOORS AS FOLLOWS: ('X'DOORS=WIDTH-5.646) (X)C DOOR=DOOR WIDTHI2-4.079) PRODUCT RtirieWED Ac"Ptmvc No as comP�Y�B�vW�fhaFlorldu 6�0 EXTERIOR INTERIOR tams Dada Pro ca 10 1 U 60 d N ° 4 AAT HEADIJAMB -'S U 37 6Q o a $J AT SILUJAMB 40 CLEAR-COLORED O SEALANT LU r- EXTERIOR INTERIOR 62 0 I / __j I.- Q a ® 63 In in U- a0 ca 10 � Lu co o z° o ° IU- ° z Lu MAX. MAX. MAX. SIDE 62 °p ¢ Lu Z DLO DOOR DLO LITE Lu HEIGHT HEIGHT N V U p a. Q N lo '4 n� 16 1 ® 1Q, 0 XU! W-8 2-V SL VIEW G-G (3-0 61 CORNER ASSEMBLY °z 12 _-..—_... 1)89 =�•:y o >sr-o.� Z co 13 �� DOOR SECT.A-A SL SECT. B-B 0::w: 0i d VERTICAL VERTICAL .tiy of i 4 j 49 PRODUCT RENEWED _ ,__ ss complying with the Florida MAX.'XX'WIDTH— a �� (2—(�C�. ((p,Q 1Ni DndaFroduetCon '/�J • • N p o ® p Q �MAX.� �MAX.� _ -^O 1 o 2 DLO 'XX'SECT.C-C DLO 31 ua a 35 36 34 44 HORIZ. 46 455) 32 J T) q o �+ MAX.•X'WIDTH 2Q Z U LL 06 10 w Z a, to O T U ~ �--. W Z • INTERIOR U W J U Q S ¢ Z LU 1l 0 MAX. Q N DLO 'X'SECT. D-D O 46 21 5 HORIZ. EXTERIOR a O a SPACING,SAME AS v 67 JAMB ANCHOR SPACING MAX.SL WIDTH MAX.SL WIDTH g � — `I (SEE SHEETS 7,8 AND 9) r —� _ U 62 boo o I j1\ 11 Y �i 03 4i •- U 66 \111111littli �I O. SEE TABLES 1 AND 2 AND D O y a to 'L 22 NOTES ON SHEETS 1&2 = z o;ZAR- 66 62 SL SECT. E-E 62 FOR APPLICABILITY SL SECT. F-F r� z � �a HORIZ.(DOOR W1 SIDE LITE) HORIZ.(SINGLE SIDE LITE) ;°y��; ... 'o�c` ' ITEM DWG# IPGT# DESCRIPTION ITEMIQWG 1PGT# DESCRIPTION 1 9438 160411 FRAME HEAD 60 9,200 16920D SIDELITE HEADER pitODUCT RENEW ED 2 1010 60300 WSTP.,Q-LON.190 X.375 HIGH 61 021D 6921 SIDELITE SILL a,—„ptyiodvvithdi.Ftorido - i 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 62 9188 80381 31 ELITE JAMB Blding code oaC��o copt.4 955 7955X FLUSHBOLT STRIKEPLATE 83 1165 781POA #8 X 1.000 QUAD PN.SMS Date (7 5 938 7938X 2 PT.LOCK STRIKEPLATE 84 7998 HEAD GASKETS(STOCKING#70998) 6 956 7956A FRAM HEADS IKEPLATE BACKING PLATE 65 999 7999 SILL GASK TS STOCKING#7 99) ama nA"Produnt 7 7832X12FPXP #8.32 X.500 PH.FL.MS-S.S.W/SILICONE PATCH 88 q34A 61641M SIDELITE JAMB ADAPTER & 995 70996 GASKET(BETWEEN THRESHOLD&FRAME JAMB) 67 ; #12 X 1.000 SHEET METAL SCREW 9 996 170996 GASKET(BETWEEN HEAD&FRAME JAMB) A 70 712663K SETTLING BLOCK,3/32”X 1/4 X 1"W/PSA,86+1-6 DURO. N p 10 952A 663 016 FILLER HEAD ADAPTE 71 71267K SETTING BLOCK,1/18"X 1/2"X 1"WIPSA,86+/-6 DURO. r 11 11000 611000M OUTSWING THRESHOLD 72 A 64222 BEAD,7/16" o U 12 1670 671670 WSTP,.350 RD FOAM FILL T-SLOT(AMSBURY#32011) T3 8988 BEAD,318" r0 d 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER Qo 74 0878 84087 BEAD,13/18"IG *0 14 11001A 4 10 1A ACETAL SPACER.065(INHOUSE INJECTION MOLDED) 0 90 6DURAK14 1/4"DURASEAL IG SPACER Ix -' Q 16 11002A 411002A ACETAL SPACER.095(INHOUSE INJECTION MOLDED) Qp 91 6TP248 BULB,THIN(USED IN EXTRUDED BEAD) W A o 16 1003A 411 D3A ACETAL SPACER.140(INHOUSE INJECTION MOLDED) 92 649 6 BEAD,IN RIOR I r 20 9150 60380 F ME JAMB(OUTSWING) © -0-1224 6TP247 BULB,THICK(USED IN IRTRUDED BEAD),66+/-IOU -i W 899 OR 983 W 2 1010 60300 WS .,Q-ION.190 X.375 HIGH 94 LAZING SILICONE, O o 22 8608 68808M REINFORCEMENT,1.000 X2.7b0 X 0.850,6061 T5 96 GLASS,318"LAMI 116"A,.90 PV5,3/16"HS Q -W 1140 78 11 PSATS is X 1.5011 PH a Q A S 96 GLASS,318-LAMI-1/8 HS,.90 PVB,3116"HS CO W 24 1048 716746 JAMB SCREW COVER CAP 87 LASS,7/18 L.AMI-3/16'A,.80 PVB,311 HS Il 06 O -26-930 41721 S KE PLATE INSERT 98 S,7116P LA 1.3118"HS,.90 PV S,3118°HS 0" 26 1118 710X34PFA #10 X.750 PH.FL.SMS 99 GLASS,13/16"L.AMI 10-3116"TP,1/4"AtRSPACE,1/8"HS,.90 PVB,3118"HS Z Q 27 7070 670 WEA ER TRIP. 87 X.300 HIGH 103 OFF-THE SHELF DEAA-0-50 L LOCK W 30 910D 6910 DOOR PANEL,TOP&BOTTOM RAIL 31 911 911 D PANEL, I RA p Z 32 917 7FRM0 HINGE EXTRUSION d to W 33 1178 71058FP W,B #10X.626 PH.FL.SMS '504 { r� Cl -� LL o 34 913A 80378M TRUSS CLAMP 360 N j 0 36 1130 6TRODA 5116-18 THREADED ROD 055-►1h+-� 36 99(y 7990 UTA 6116-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL OUTSWING THRESHOLD 38 7834FPT #8 X.76 PH.FL.TEK 3 CHANNEL COVER 39 997 70997 GASKET(BETWEEN PANEL HEAD/SILL&PANEL STILES 6063-TB 40 1023 67924G WSTP.,.187 X.260 HIGH,FINSFAL Rik 41 928 41720 SLOE BOLT AS Y.(INACTIVE PANEL ONLY) �'x 42 1146 7SX12FPAW X.600 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG INACTIVE PNL) o 44 r929 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) 45 6984 DOOR PANEL ASTRAGAL Z(OUTSWING) 2.750 o d 46 6Q200K WSTP.,Q-LON.190 X.200 HIGH 48 7634F OK #6 X.760 PH.FL SMS (41707&41708)D2PTAY 2 PT.LOCK ASSY. ��Q '' 60 6R180FS RUBBER SLEEVE ,850 . „`�';' 51 930 41721 STRIKE PL.INSERT INACTIVE PANEL 125 �: a o o'. a --62-931 7FRSPX DEAD13OLT STRIKE PLATE 22 TUBE MULL i z:w 53 1118 710X34PFA #10 X.750 PH FL.SMS 6063-Tb }; d 64 967 70967X HANDLE STRIKE PLATE yti' z a 55 1118 710X34PFA 1#10 X.750 PH FL.SMS 1.750 -1.750- --1.750 -1.750 PRODUCT R13NF D r 1.620 as Complyln8 with the Florida - -- --__ I .050 - puilmng Code - 1.480 1 '.'t.No .250--'�I r- Mlu rd Dedo Product Comm 4.726 WEATHER 4.626 4.726 4.726 .062-- 3.000 •050 STRIP 6063 TS CHANNEL N 0 4.000 •062 4.100 .082 4.100 .062 4.675 F- 4.675 4.100 0.375 0 4 DQ - p . DOOR FRAME, 2.125 - 125 W 1 o 20 JAMB I.- 6083-T6 J DOOR PANEL DOOR PANEL DOOR PANEL DOOR PANEL 0 3Q TOP&BOTTOM RAIL 31 SIDE RAIL //�� d 8063-T5 6083-T5 l44) INTERIOR ASTRAGAL 45 EXTERIORASTRAGAL HINGE to U- �' Soo-]"� �\....�� 6083-T5 8083-T5 1.5781-1 32 6063-T5 0 O -3.6b5-- . I I 1251 3.111-�{ �� '--.558 "--.502 .890 a I2 11.6550 .750 .683 .050 .683 W 2 to 1.400 .050 050 { �'-.170b0 ® z W TRUSS CLAMP 3/8"GLAZING BEAD 7116"GLAZING BEAD 3.000 •683 Q Q r FILLER HEAD ADAPTER 34 6063-T5 7 66063-T5 72 6063-T5 a fn LL o a 6063-T6 I .- i-• ----3.100 1.092 I-� Q N 3.0001{ O -- -- IG GLAZING BEAD IA 9 �2 SL JAMB 74 6083-T5 F6063-T6N ° 1.272 1.479 AN a. �_. .830 fjL x a' 050 5.469 .076 - 5.212 xQx S a � 6063-T6 FRAME HEAD 6.085 2!(L§ ./ -.075 j 0 4.586 L L 2.880 \`tttttt��rrii�i .050- - 750 .050- 078 1.489 '•.2Vj W • a .489 � �.. 3.100 ; �:� � s o• ��2 3.000 SL JAMB > '. o m�': -z w r O_ C� OUTSWING THRESHOLD SL HEADER SL SILL GG ADAPTER Z t/? Y 6063-T6 6Q 6063-T6 61 8063-TB 7 ` 8063-T8 20y�• pt�\. E E HEAD ZONE D"�ZONE"DI ZONE E"� ZON -D"ZON °l PROD11C1•RENEWED a a plying with dw Florida Auild6aa Codo 12 A Accaptano Data 1 =MINIMUM JAMB ANCHOR u bRet Dada Product Cbn LOCATION. a ¢ a a m m ¢ ga O X O O XX O O O O XO OR OX z —=ADDITIONAL JAMB S2 N p N N N N N IV N N ANCHOR LOCATION, V) m m m m m gm EQUALLY SPACED AS ¢� REQUIRED PER TABLES d` CS U 3-7 ON SHEET 9. O a W �O Lu SILL � SILL " SILL ~ � 2 A ONEC" ZONE"D"�ZONE D" ® ZONE"E" ZONE"D" ZONEW z to LL SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 8.,SHT.9 Z Q o6 Q HEAD HEAD HEAD HEAD HEAD Q co HEAD HEAD HEAD j HEAD HEAD EXAMPLE (0 Q R' ZONE ZONE°F" ZONE ZONE"D" ZONE"F" ZONE ZONE •ZONE F° ZONE"F° ZONE W Z < N 'E" fi E E" "E" rt E ANCHORAGE SOLUTION o w F- FOR A CONCRETE L` ¢ w = z OXXO INSTALLATION o w A.19"x 83 3/4"SIDE LITES"B"AND Di N LL �p Q EYI �p "E"ZONE ANCHORS FROM D_ O � Li w w w w w TABLE 7,SHEET 9. Q N (} U. ON C}XO N N _XXO OR OXX N OXXO PLUS: Q B.713/4"x 83 314"XX DOOR ZONE "F"ANCHORS FROM TABLE 4, oN SHEET 9,EACH"F"ZONE. + SEE ENCIRCLED VALUES,SHEET 9 z ur$ SOLUTION: a TOTALS(4)TYPE 1 OR 2 ANCHORS S z' SILL SILL SILL ILL SILL EACH JAMB AND 2+5+5+2=(14) SILL SILL SILL � SILL — SILL ZONE ZONE ZONE ZONE ZONE TYPE 1 OR 2 ANCHORS AT HEAD ZONE"F" ZONE"D" ZONE"F° ZONE°F° ZONE"F" E" SEE TABLE 7.,SHT.9 "E" SEE TABLE 7.,SHT.9 "E" A "E" SEE TABLE 7,SHT.9 "� AND AT SILL. EXAMPLE OF ANCHORAGE FOR A 71 314"x 83 314"'XX'DOOR, =ANCHOR LOCATION FOR �`�Q •. lN�cJ�. WITH 19"x 83 34"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE A Z v`.' cY '•,2 NOTES: W g 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1/4"ELCO S84 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS of Z 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MIN.O.C.FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. = > '7 z ` "'z: ti JAMBS(ALL):13 114"MAX.FROM CORNERS AND 231/8°MAX.O.C. ;y- HEAD&SILL OF DOORS:8"MAX.FROM CORNERS,9°MAX.FROM ASTRAGAL CENTERS AND 20 7/8"MAX.R.C. .•`...•• 3.TO DETERMINE ANCHOR QUANTITIES FIND THE ONFIIGURATION ABOVE HEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. PR��\\` TABLE 3.X DOORS QD TABLE 4.XX D0012S A TABLE 6.Q SIDE LITE Q TABLE 6.?LO&OX A TABLE 7,OXO,XXOr OXX APPROVED ANCHOR TYPES; (ALSO X BOOR OF XO&OX) &OXXO %D PRODUCT EMWED 1.114"ELCOTAPCONS aswmplyil%with the fitorWo GLASS TYPES A,B,C,D,E GLASS TYPES A.B,C.D.E GLASS TYPES A,B,C.D.E GLASS TYPES A,B,C,D.E GLASS TYPES A,8,C.D,E BuildoigCado CJ"'�2•Oil ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.114"ELCO SS4 CRETE-FLEX Accoptanco No I2 &SUBSTRATE 2,3,WOOD 1.2,CONC g,SUBSTRATE 2,3,WOOD 1.2,CONC &SUBSTRATE 2.3,WOOD 1.2.CONC &SUBSTRATE 2.3.WOOD 1,2,CONC &SUBSTRATE 2.3.WOOD 1.2.CONC i p MASONRY ANCHORS \ DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDT7 IS LOAD ZONES DOOR WIDTHS LOAD ZONES I DOOR WIDTHS LOAD ZONES ~ Lu"X'• 25.60 w 2 "XX"-47.75 w w "O"-10.75 "X'-25.50 "X'-25.5 3.#12 SCREWS(G6) Mia iY7nda Product con 1 TO 37.50 TO 71.75 a TO 36.75 TO 37.50 TO 37.60 E o n o fL 4.ENCIRCLED ANCHOR w w 11, o wzi !° zj QUANTITIES IN TABLES 4 xv cv [] J� �� a RRa -'m 6 j b ¢ H Q O 71.75 to I N to a - L4 m F - m (p)< _ AND 7 PERTAIN TO THE Y a ¢ g w I . g °a EXAMPLE ANCHORAGE f i x"q F =w y o=w SITE �x >> `zi` z � S �` q, ' # SOLUTION ON SHEET 8. �O U) 0.LITE WIDTH x Hi. !01 4 O L K K x 3 x K K 3 WIDTH x M• d WIDTH x HT O O O O WIDTH x HT. O O K K O O X X WIDTH x HT. O O Q O O >< LLu S,_ Lo 25.50 x 79.75 6 2 7 4 2 3 47.75 x 79.76 4 3 6 4 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 4 2 10.75 x 79.75 4 2 4 2 O 83.75 6 2 7 4 2 3 83.76 6 4 7 4 2 3 63.7 4 1 4 1 83.75 4 2 4 2 83.75 4 2 4 2 W 67.76 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 1% 4 2 K 87.75 4 2 e 4 2 o LIJ W J 1 91.75 5 2 7 4 2 3 91.76 b 4 7 4 2 3 91.75 4 1 4 1 91.75 4 2 4 2 91.75 4 2 3 4 2 i_U Z 95.75 6 2 7 4 2 3 96.76 6 4 7 4 2 3 95.76 4 1 4 1 96.75 4 2 4 2 96.75 4 2 $ 4 2 p t' 27.50 x 79.75 5 2 7 4 2 3 51.76 x 79.75 f64 7 4 2 3 12.75 x 79.76 4 2 4 2 12.76 x 79.75 4 2 4 4 2 tai 12.75 x 79.75 4 2 �i 4 2 Q 07 LL 83.75 5 2 7 4 2 3 83.75 7 4 2 3 83.76 4 2 4 2 83.75 4 2 d' 4 2 -4 83.75 4 2 4 2 � < od 0 87.75 5 2 7 4 2 3 87.76 7 4 2 3 87.75 4 2 4 2 87.75 4 2 4 2 87.75 4 2 a 4 2 q Q -- 0 �91.76 6 2 7 4 2 5 91.76 7 4 2 3 91.75 4 2 4 2 91.75 4 2 1 4 2 91.75 4 2 j 4 2 Ut 0 {f) 96.76 6 2 7 4 2 6 06.76 7 4 3 6 95.75 4 2 4 2 95,75 4 2 oog 4 2 O 96.76 4 2 Q 4 2 H IZ- 29.50 x 79.75 5 2 8 4121 3 55.76 x 79.75 5 4 7 141 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 LL 4 2 LL 19.00 X 79.75 4 3 u a W Z = 83.75 5 2 8 4121 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 W 4 2 W 83. 4 3 O 4 2 W 0 Z 87.76 6 2 8 4121 5 87.76 5 4 7 4 2 3 87.76 4 2 4 2 87.75 4 3 4 2 87.76 4 3 a 4 2 z0 Q Q W x- 91.75 6 2 8 4 2 5 91.75 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 x 4 2 91.75 4 3 x 4 2 = , Q 96.75 6 2 8 4 2 S 96.76 6 4 8 4 3 6 95.75 4 2 4 2 96.75 4 3 4 2 85.75 4 3 v 4 2 V 0. p _ _ LL 31.50 x 79.75 5 2 8 4121 3 69.76 x 79.75 6 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 4 3 Q 0Q 4 2 G 21.75 x 79.75 4 3 x 4 2 ¢ LL 83.75 8 2 8 4121 5 83.7b 8 5 8 4 2 3 83.75 4 2 4 2 83.75 4 3 = 4 2 83.75 4 3 W 4 2 LL 0 Q 87.75 6 2 8 4 2 6 87.76 6 5 8 4 3 6 87.75 4 2 4 2 87.75 4 3 w 4 2 w 87.76 4 3 d 4 2 a 91.75 6 2 8 4121 5 91.76 6 5 8 4 3 5 91.75 5 2 4 2 91.76 5131 4 2 91.76 5 3 p 4 2 00 N RI 96.75 7 2 10 4121 6 95.75 6 5 8 4 3 5 95.75 5 2 4 2 95.75 5131 4 2 96.75 5 3 M 4 2 W �v m N 33.50 x 79.75 6 3 8 4131 3 63.75 x 79.75 5 6 8 4 2 3 27.75 x 79.75 6 2 4 2 27.76 x 79.75 5 3 q 4 2 y 27.75 x 79.75 5 3 m 4 2 -J 83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 0 4 2 Z 83.75 6 3 Fd 4 2 F 0 87.76 6 3 8 4 3 5 87.76 6 6 8 4 3 6 87.75 5 2 4 2 87.76 6 3 4 4 2 87.78 6 3 M 4 2 a P W 91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91.75 B 3 u� 4 3 u� 91.75 8 3 4 3 . . 96.76 7 3 10 4 3 5 85.75 7 8 1014 3 5 95.75 B 2 4 2 95.75 B 3 m 4 3 m 95.75 6 3 W 4 3 W � 35.50 x 79.75 6 3 8 4 3 5 67.76 x 79.75 6 5 8 4 3 6 36.13 x 79.75 6 3 4 3 36.13 x 79,76 6 4 7-7 36.13 x 79.76 6 4 4 3 t5 83.75 8 3 8 4 3 5 83.75 8 5 8 4 3 5 83.75 6 3 4 3 83.76 6 4 4 3 Ir 83.75 6 4 4 4 3 ttltlilll// 87.76 813 8 4 3 6 87.7 6 6 8 4 3 5 87.75 7 3 4 3 87.76 7 6 4 3 87.75 7 6 4 3 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 91.75 7 3 4 3 91.76 7 5 p 4 3 = 91.76 7 5 0 4 3 �� $� .• `Jy 95.75 7 3 10 4 3 5 96.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 V 4 3 V 95.76 7 5 x 4 3 t4Q a.`�' a 37.60 x 79.76 6 3 8 4 3 6 71.76 x 79.76 6 6 8 4 3 6 36.75 x 79.75 6 3 4 3 36.75 x 79.76 6 4 Q 4 3 < 36.75 x 79.76 6 4 z 4 3 i 83.75 6 3 8 4 3 5 83.75 6 5 9 4 3 5 83.75 6 3 4 3 83.75 6 4 4 3 M 83.75 6 4 y 4 3 N = fur r &: fi 87.75 7 3 1 p 4 3 5 87.75 8 6 9 4 3 5 87.75 7 3 4 3 87.75 7 5 4 3 87.75 7 5 4 3 ]•.wv Z N w d 91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 91.75 7 3 4 3 91.75 7 6 y 4 3 N 91.75 7 5 4 3 95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 b 85.75 7 3 4 3 95.75 7 5 4 3 95.75 7 5 4 3 'i oy ......... O� d , N ''Yllillll till\\� • r . 2X WOOD _1 3/4" 1 3(4' 2X WOOD 13/4' BUCK,NOTE 2 MIN E.D. MIN E.D.�� 3.4 KSI MIN.CONC. �I E Q•–'f' i 314"MIN.E.D. 3.4 KSI MIN.CONC. �^ BUCK,NOTE 2 } MIN.. ;y t 1X WOOD BUCK,NOTE 2 - ; ::s•••!••t;.: PRODUCT RENEWED ''. ;; 1 3t8"TYPE 1 - 7 '^, 1318"TYPE 1 _ 1X WOOD s r 7 ': ; �.�, 8 complying dwiutthePtorW® n = �._ 'Y''' ".„; ;t::•. ::•'.• 1 3/4"TYPE 2 ^ 1 3/A"TYPE 2 BAtuldiC�oN ��••�.7�I .V 1 3/8" _7�J BUCK.NOTE 2 ;, :•:' °•s' •.. _� v > a 11 3/8"MIN. Eti Da 1 MIN. '._ --_' —1y - T1/4'MAX. — 114"MAX• Miom DadaPro ductCo SHIM --1/4"MAX. 114"MAX. SHIM WOOD EXT' SHIM SHIM CONC. EXT. ANCHOR CONC. EXT. WOOD EXT. ANCHOR, 04 p'— TYPE 2 OR 3, ANCHOR, ANCHOR NOTE 1 NOTE 1 NOTE 1 TYPE 2 OR 3, N d 1 1/4'TYPE 1 OR 2(CMU) NOTE 1 Zr b U DOOR HEAD(WOOD} DOOR HEAD(GONG) 13(8"TYPE 1(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) 1 318" 1 3/4"TYPE 2(GONG) a t7 114"MAX. MIN. 1/4"MAX, -►I +1 1 114"TYPE 1 OR 2(CMU) D: SHIM SHIM —j- 1/4"MAX.SHIM 114'MAX.SHIM 1 3/8'TYPE 1(CONC) ' W d 1 3/8"MIN. '' 13/4"TYPE 2(GONG) :.•1 3(4"MIN.E.D. •�1;:;',: 13/4" F- WOOD CONC.' ANCHOR ": + ANCHOR, MIN.E.D. W O ON CONC NOTE 1 +'•;:. . 1.5 KSI MIN.CMU OR th O STAGGERED ANCHOR ;'•�':'. a• LL CENTERS, ON r^I'.t WOOD a", 3.4 KSI MIN.CONC. o TYPE STAGGERED - a ANCHOR, - 1 3/4"MIN.E.D. V7 r 20R3, CENTERS, `'' "'"' O TYPE }' _I O 1 3/4"MIN.E.O. j'• NOTE 1 NOTE 1 .. ;:.;;, 2 OR 3, "`�:,,'•: Z ¢ O z 2X WOOD EXT. 1X WOOD BUCK, 1.b KSI M N CMU OR 2X WOOD EXT- NOTE 1 :.F• Q F p Z BUCK,NOTE 2 NOTE 2 3.4 KSI MIN.CONC. BUCK,NOTE 2 1 X WOOD BUCK,NOTE 2 EXT. 2 W p Y DOORJAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(GONG} p = z -- WOOD ANCHOR TYPE 2 CONC.ANCHOR, Z (j) r WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 OR 3,NOTE 1 4NO TE 1 a N O LL p CONC.ANCHOR,NOTE 1 r0 EXT, 1X WOOD BUCK,NOTE 2 E Q N It pW Ems' 1/4'MAX. NOTE 3 -1/4'MAX. Z J SHIM 11/4°MAX. SHIM SHI MAX. SHIM N N N L� 1 3f8"MIN. '� •,;'' ;.. �. :" 1 3 "TYPE 2 1 3/8"MIN. ::' ' ' 318"TYPE1 3.4 KSI MIN3/4"TYPE 2 1314" { zE �.. �} 3.4 KSI MIN.CONC. CONC. .«: r•,;• 2X WOOD BUCK,NOTE 2 MIN.E.D. 2X WOOD BUCK,NOTE 2 I.. 1 3/4' ►{ o o DOOR SILL(WOOD) DOOR SILL(CONC) SIDE LITE SILL(WOOD) MIN.E.D. QZO 0 SIDE LITE SILL(CONC) NOTES: 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114'TAPCONS EMBEDDED 1 3i8'MIN.(TYPE 1)OR 1/4"S84 `�tt ttt t H3r 1/'' CRETE-FLEX EMBEDDED 1 3/4'MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4". FOR WOOD INSTALLATIONS USE ........ 412 SCREWS,G8(TYPE 3)OR ELCO 114"SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8"MIN.(TYPE 2). �� (''•,_2�; 2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS "�. s'•. - a DEPICTED AS 2x ARE 1 1/2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE _ i W 1':Q- ffi 8 co AUTHORITY HAVING JURISDICTION(AHJ). - - °� 3,IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) u o `: O_= z w MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS .GV.� :�C��- ° WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. '��U 11111ttttt ti+ M IAM PDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.ggv/Hera/ PGT Industries 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the-expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT:Drawing No. 6300JR,titled"Impact-Resistant Aluminum Tube Mullions", _ sheets 1 through 22 of 22,prepared by manufacturer,dated 08/29/11,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement. "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#10-0819.05 and consists of this page l and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.11-0922.01 IAM DADE CO Expiration Date: May 26,2016 Approval Date: December 08,2011 Page 1 r It SUITABLE FOR ALL LOCATIONS REQUIRING T NON-IMPACT OR LARGE AND SMALL GENERAL NOTES:" n rn MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE �''• S GENERAL NOTES.............__....._.. FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE 1 $• u<. EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED INSTRUCTIONS..............................1 p FIGURE 1: ELEVATIONS.................................1 0 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. o: MULL TO 2X WOOD........................2 w MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE QL O MULLIONS / --� INSCRIBED INSIDE MULL TO TI&MASONRY..............2 0 SEE DETAILS RECTANGULAR 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS INSTALLATION NOTES...„..............2 A•D,G,H: 6EE HAVE BEEN TESTED AS°FREE-FLOATING”AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO MASONRY__._..........._...3 N cli SHEETS 2a NOT HAVE A GAP OF MORE THAN 114°FROM THE CLIP. MULL TO STEEL STUD............_....3 y� _ MILL TO MULL._.................._.......3 i%i 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED ANCHOR SPECS.................„. 3 z y /i ♦♦ BAY M AI L INS CLIPS 4 Z DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED BAY rnuLt WsiALtailoN............4 Q IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 X 2 X.125 MULL SPECS..............5 -� 1 X 2 X.375 MULL SPECS..............B 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2.76 X.376 MULL SPECS..........7 SEE DETAILS ) 1 X 2.76 X.66 MULL SPECS...._.._..8 $` Z 0 III )f 1 INSTRUCTIONS. 1 X3.126 X.660 MULL SPECS_.....9 W Q A 7HRUG3 r I4 I 6EE DETAILS 1 X 4 X.126 MULL SPEC&.._......16 co SHEET32.3 --�---- -\- -- ATHRUG; I G"� 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCES TO DETERMINE PRESSURES AND 1 X4 X.375 MULL SPECS.._.._._..11 ).x' Q SHEETS 23 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 21.FOR MULTIPLE UNITS,CONSIDER 1.26 X 3.186 X.266 MULL SPECS...12 III J OPENING ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 2 X 4 X.26 MULL SPECS..............13 = J VE • HEIGHT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 2 X 6 X.26 MULL SPECS...........14 Z W �• MULL FOR 1.26 X 2.11 X.126 MULL SPECS....16 LENGTH HORIZONTAL 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(SL 3D°X3.26 BAY MULL SPECS.........16 2 Z SEE DETAIL E, MULL 46°X 3.28 BAY MULL SPECS.........17 J Q MULLION&CLIP DIMENSIONS......18.26 Q SHEETS 7)ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WAIL DRESSINGSH STUCCO.WOOD BUCKS BY OTHERS,MUST EXAMPLES 1&2......_.._............._..21 W Q BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT LOADING EXAMPLES.._.............22 �zz' F, AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Q O Z FSNE8TRS MAY REACTIONS. N o IN .BE ACNTi$T S)REFERENCE:TEST REPORTS:FTL•6443;ELCO ULTRACON/AGGRE-GATOR NONS;ANSYAF&PA NOS FOR WOOD CONSTRUCTION; W 9 MUST SE ADM-ALUMINUM DESIGN MANUAL it W Y / III MANUFACTURED I! Z cl) BY POT. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING V Q 0 CODE,AND ARE APPROVED FOR IMPACT AND NON414PACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH Oa. Z L 6EE DETAILS PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Av.HORIZONTAL 10)MULLIONS ARE IN COMPLIANCE'FOR USE IN THE HVHZ. MULL $HEET$2.3 LENGTH HORIZONTAL MULL INSTRUCTIONS: LENGTH 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT2)FOR THE OPENING USING THE ASCE•7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3)REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULAR/TRAPEZOIDAL". ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 4)FUND THE CHOSEN MULLION'S MULLION CAPACITY(LBSIFT21 FROM TABLES 1A THROUGH 13A.ON SHEETS 6 THROUGH 17 PRODUCT REVISED RESPFCTNELY,USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING m complying with the FkrMa MALL OPENING WIDTH-1 r�HORIZ.MULL LENGTH--I ( Building Code f'-' VERTICALLY OR HORIZONTALLY).THE MULLION CAPACITY(LBSIFT2)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE LENGTH I` REQUIREMENT LLBS/FT21 FOR THE OPENING OBTAINED N STEP 1). Acceptance No - t y Bxpimtiw,Data pir, s� OUGHT 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FUND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS1.THIS By VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL Miam o Product OPENING _NGT �' HORRiZ. E. MULLION CAPACITY. HEIGHT LENGTH MULL )tllf I LENT" 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE tt``�y.LYNN•Mr��F'//,� LI •ANCHOR/SUBSTRATElANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED O,• NS. •. ..II 1 -- ANCHOR CAPACITY IS MET. ,l`Z`.•�tGE E IOPENING WIDTH SINGLE MULLION SINGLE MULLION -FOR VERTICALttlIU1J. L T)IF THE MULLION CAPACITY(LBS/FT2)OBTAINED N THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(tBStFT°) -*: )yp.58705 FOR VERTICAL MULL FOR THE OPENING,YOU MIAV USE THE-ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY _ y.e..t 0: REQUAiED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE _ ,7 a oaf SEE CORRESPONDING rETAfLS MULTIPLE MULLIONS g VERIFY THE DESIGN PRESSURE RATING LBS/FT2)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL �� •. Slit F ;•�' FROM FIGURE 1 ABOVE. ) MULLION CAPACITY(LBS/FT2)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE '��0�'•.• pLOR}O�;•'�C9 MULLED FENESTRATION PRODUCT ASSEMBLY. /, .•' ' 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. '//S'SIONPt;�,: A.LYIIPO N11LLLE�,P.E. FL P.E.#68705 DETAIL A: DETAIL B: nwLLron ffi o MULLION TO 2X WOOD BUCK MULUON MULLION ATTACHED TO 1X Ll"OKS1 RIP TYP.ANCHO R OR WOOD FRAMING WOOD BUCK AND MASONRY ND PER SUBSTRATE, g� 0i(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) IiiW..T SEE SEE TABLES I&108 OTE MULIICSI ET I I z N I I Z °I \ I I 4 I SEE SHEETS ° TMW 27 K31 LTAN THE I 1 i 16.2D FOR HOLE 4 la I CONCRETE OR CMU -+a. DISANCE, J LOCATIONS I RD OR a � I' a I SEE SEE TABLES MULL EDGE m @ ° \ EDGE DISTANCE 1B•CB YBE DISTANCE a \ I a FOR MASONRY EO BY OR WOOD % I .a ANCHORS THOD. - 4 eL I '� A \\ SCREWS L I I I �� SIDE VIEW m Z to ALL MAX °a4' ° \ ZO t0 q��\ ALL MULLIONS 4� \ a ` \ 4 JAN OFFSET MULL Z j 4. a a \ \\ [�f CLIP MAY BE a INSTALLED D. A \. EXTERIOR EOCE ;° a ° THIS METHOD. „=j Z -4 4 •, DISTANCE q!. °a' �� q r- �� a a FCR—� ° ea _ a Q W °Q MASONRY a ' 0 Z ANCHORS EXTERIOR a e W V Z Q TYP.ANCHOR TYP.ANCHOR TANCHOR PER SUBSTRATE, PER SUBSTRATE,SUBSTRATE, SEE TABLES 18.108 SEE TABLES 1B-10B EE TABLES 18.108 EDGElEND DISTANCE BUCKSTRIP T SEE TABLES AND ATTACHMENT EMSEDMENT / ___ BUCKS7RIP �/ 1B-tOB �,• ;t BY OTERS, / ATTACHMENT' EMS SEE SEE NOTE I, OTHERS, i f .Y SHEET 1. SEE NOTE 1, 0. SHEET 1. MW 2.7 KSI CONCRETE OR CMU PRODUCT REVISED SIDE VIEW FRONT VIEW wcmnpIyft iBttfwrIwfda Buildii1SCodo FRONT VIEW AcaipWace No ' radon Rate INSTALLATION NOTES: M Dade PiOduct 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 11 I I 1 t t LNNN 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION , ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ��`Z`0•'•`CENSg •F'Q �� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE -Z Ir;' bT FOLLOWING SHEETS.FOR DETAILS A D,EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. *; ND 55705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. 7 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ) 3 c I` ` gT TE OF 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED .�i�� •F�OR10P' ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. //. . ION. . A.L'44 W IlL R,P.E. FL P.E.#58705 t s. DETAIL E: � DETAIL C: — 28 MIN. MULLION TO MULLION 191n:INTERSECTION NOTES:MULLION DIRECTLY ATTACHED TO �MULLION (U-CLIP) MASONRY STRUCTURE 1)MAY BE INSTALLED IN°TEE"OR"CROSS"(STANDARD CLIP SHOWN) /� INTERSECTIONS. a n VARIES 1Z Y O Ii 2)MAY BE INSTALLED HORIZONTALLY ° TYP.ANCHOR (SHOWN)OR VERTICALLY. N rarnEliTHE \ PERTABS S 18.1 3)SEE U-CLIP DRAWINGS,SHEETS 18.20 STANDARD \ I SEE TABLES 18.100 yam^ cuP MAY eL 1 TOP VIEW FOR CORRESPONDING MULLION. z ro INSTALLED BY i I I EDGE DISTANCE MULLION Q THIS METHOD.\ I I a ��MASONRY VARIES J n/ tl\ 912STEELSCREWS, SELF•DRILLINGORPRE-DRILL Q' dt lC\\\ \ ��MULUON AND USE SMS W m EXTERIOR d° a �/ MULLION Fes- z a p EDGE DISTANCE �: FOR MASONRY �., ` 59 ANCHORS INTERSECTION ryg U-CLIP ¢ J 8 n8 Q a< EXTERIOR N Z_ TYP.ANCHOR 1-- Q d PERSU89TRAT E, � _ zz Z / d Z / BE TABLES 18-10 d TYP.ANCHOR SEE SHEETS 18-20 FOR F-' BUCKSTRIP PER SU88TRATE, HOLE LOCATIONS SEE TABLES 18-10B AND FRONT VIEW EDGE ATTACHMENT DISTANCE BYOTHER3. SEE TABLES F:- ,y SEE NOTE 1, 18-103 EMBE b1ENT SHEET I. - Q ? ¢ 0 z DISTANCE XIS SEE MIN 2.7 KSI CONCRETE OR CMU MIN 21 KSI CONCRETE OR CMU B-108 TABLES SIDE VIEW is FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: BtauctuRE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. aeRSNCH R�ArE, a' SEE TABLES 18-108 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0. -`n�(D SEE$HEFTS PRODUCT RIiVIS6D ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 18.20 FOR ® as complying with the FWds CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Build ng Code FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LocanoNS AAA��c 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. `` MULLION By c;tm 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ,,.-� Mian1 mk Product ® 11111IIlil�� 5)FOR MASONRY APPLICATIONS W MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED — EooE ELCO ULTRACON OR ELCO 1/0 S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNERTHAN SIEETABLES \�`�`,••JOENSt;•'••F'Q FRONT VIEW 1S GA AND COMPLIANT WITH THE FLBUILDING 18.100 �� `• -CODE,A 2X WOOD SACKER MUST USED. ATTACHMENT BY OTHERS. * No.56705 EXTERIOR USE WOODANCHORSPECS SIDE VIEW NOTES: VV —� 3 EOF tY '�'1J• 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD % Q ANCHOR VALUES MAY BE USED. ��T�S•,aL0R1OA 2)SEE CORRESPONDING MULLION TABLES. /ON S A SHEETS 6.17,FOR QUANTITY OF SCREWS. A.LYNN M IL ER,P.E. FL P.E.#68705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION �� < (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) ' $ /\ l \ SEE DETAILS A-E, f. \ BHFFTS 2 AND 3 FOR INSTALLATION 30°OR 46° Q �c\SPECIFIC SUBSTRATES. BAY MULL f \ MULLION S \�\ o o O O o Q O 0 0 \ / O O TOP VIEW SIDE VIEW i Lu V °o SHOWN WITH t•X 4^X.126" I TOP VIEW I I N M MULLION I 1 I 1 Zp (p !/—✓-�J I I I I TYP.ANCHOR EXTERIOR I I I I PER�SEE TABLES 1128 OR 138 Z 1O� b TYP.ANCHOR i i Z Ix STANDARD MULLION CLIP I I PER SUBSTRATE, I EXTERIOR MODIFIEOTO FIT FIELD I SEE TASLES 1&1 to CONDITIONS. I O 1.I I I _ r" I I I 2•X WANGLE CLIP. I-- Z Q I I 2 PER MULLION END,MUST BE 0 MULLION INSTALLED INSIDE OF BAY MULL �j Z I I I I I I fA \0 \� If \ 2"X5^X.126" \ II I I ANGLE CLIP, Q Z a p \\ 1 1 I 2 PER MULLION FLED, MUST BE METALLED INSIDEOFMULL. - �TYP.ANCHOR `` dD PER SUBSTRATE, SEE TABLES 16.188 �✓� INTO WOOD, r-•+ STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED INFIELD. EXTERIOR op EOGti015GHµ -,�-.i ��,_ PRODUCT REVISED / P� E� awldugY�tkihoFiaeida ® I ® INTO WOOD,STEEL O I tStioR QU10 AEDGE DISTANCE PER EDGE ANCHOR t t t 11 1 i f PER IANCHORR O NOTES FOR INSTALLATION OPTION G&R. o6NSr c NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X 2.11^X.12V MULLION. 2)DETAIL G:SEE TABLES 15-1181 FOR ANCHOR QUANTITIES AND SHEETS 16-20 FOR HOLE - LOCATIONS. #i*- 2)SEE TABLES 1B-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 126 OR 136 FOR ANCHOR QUANTITIES AND SHEETS 1&20 FOR I �tv 0 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. HOLE LOCATIONS. '��OiC� •••fl.OR1OP•;' \'_� A.L TY MILLER,P.E. FL P.E.##58705 TABLE 1A Y - - ---- 4 Muttion Ca wetly Table Ibalft2) � Opening Width(for vertically-apannfng mul forts)or Opening Height(for fwriz=atly-spa nn ng mul0ons) 501n 60 in 70 In 80 In 90In 1001n 120 In 140 in 1801n RcclanlWlar TmprTdeng. Rectatgular TredTdarg. Rmtangular RePtTdang Rectangular TmpZang. Reotargdw TrepTnaig. Reotargular TIS;Tnang. Rectangular Tmp/Tdwv Rectangular Trap'Triang. Red roar Trapfrdang. T�C d� 1 x 2 x.126 Loading LoaMrg Loading Loading Loading f oadine Lmohg Loading Loading Loading Loadilg Loading LoadOg Loading Loafing Loetlln9 Loading Loading o yr Alu union � � _ 3 23 c�� c�� 3 � c3 3� c� 1`� 3 3 s to 0 421n 111.9 408 129.5 332 932 408 115.5 325 79.9 408 107.8 321 89.0 408 104A 319 62.1 409 104.0 319 56.9 408 104.0 310 4ae 408 104.0 319 39.9 409 104.0 319 WC 408 104.0 316 •j 48 In 14.9 312 83.6 258 824 312 73.4 252 63.8 312 Me 248 48.8 $12 83.2 248 41.6 a12 61.3 244 37.6 312 61.0 244 $1.2 312 61.0 244 26.8 312 81.0 244 23.4 312 61.0 244 � ,¢ 50.625in 63.9 281 70.8 234 53.2 281 61.6 228 45.8 281 66.7 224 30.9 281 62.1 222 33.6 207 50.1 220 31.9 281 48.3 219 2fi6 251 49.3 219 22.8 281 49.3 219 20A 281 49.3 219 W p$ 641n 526 247 57.5 207 43.0 247 49.8 2D2 $7.6 247 44.8 199 Me 247 41.5 lee 29.2 247 39.4 194 26.3 247 38.4 103 21.9 247 $8.1 193 18.6 247 3&1 193 18.4 247 361 193 LO M a 60 in 36.4 200 41.2 170 320 200 35.4 168 27.4 20D 31.5 183 24.0 200 28.9 180 21.3 200 27.1 159 19.2 20C 25.9 167 160 200 25.0 166 t0 631n 33.1 let 35.3 165 27.6 181 '30.3 152 23.7 181 26.9 149 20.7 161 24.6 148' 18.4 181 22.8 144 We 181 21.7 143 g 7 _ z .•S 80 N 28.8 185 30.8 142 24.0 166 26.1 1 139 20.8 765 23.1 '138 18.0 163 21.0 134 Z 72 In 22.2 "a 23.3 120 18.5 130 19.9 lie 15.9 136 17.3 118 Tc• d 78 61 16.9 125 19.7 109 15.7 125 16.8 107 to In 17.6 lie 18.2 104 Z = Q N TABLE 1B ._ � ANCHOR CAPACITY ADJUSTMENT FORMULA: � �..Z Anchor Capacity Table pba) ANCHOR CAP.,,,"„., N cV 8ubstrele: 2.Tk Corlcmle 3.5k Cane. HdIas CMU Filled CMU PTWood Ma1at (DP,�}X( ,=ANCHOR CAP.e, , 6118•Etco - -- 114"SS E7oa 6/18"Etco t74"ss El.o 810 31aei 812 Steel 812 steel MULLION CAP.,.w X Anobor Type: 3118°Etco llarecon 114"Moo Ultreom 3118"Elm Ulirmm 1r4"Elao Ultrawn Arlcnor Cllp Paaems Ultremn Aarsa,W Ultreoon Agg'.Gatar S._(06)screw(a5) Screw(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR r N CAPACITY REQUIRED"CORRESPONDING TO AN t-- Edge0lateneaen>: 1° 2•u2• t° 2.1n' 3•tra• r 2.112' r 2•v2° r 3-ve" 2° 0.40• 0.64" o.u4^ U >( Q Embadmast en): 1-3M• 1314° 1.9/a• 1314" 2. 1-04" 1.94° 1-1/4° 1-1w 1-114- 1.114• 21 1.318• 1.316" (aea note 4) ACTUAL PRESSURE REQUIREMENT FOR THE Q C) 2Awh=®4.78"Min.O.C./Standard or Offset Clip(Mg.n: 300Iba 39011. 4601tm 890lba 100Iba 270156 26o Its 354 Ica 7401te 4081be 6841bs 1182ba -323 ft 420Iba 6w Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 0_ 4 Malt-Q 1.17 Mm.O.C./StwAard(ar Offset)Clip(FIg.2). 40011. 700 are WA WA WA N/A 380 Its WA WA WA NIA WA a62 an, R6-1ba 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED io�• 4 Arwhom O T Min.O.C.1(2)216 Angts C11 7 ffIe•3j: 788Iba 7601111 680lba 16110Ibe 1699 me Sao b9 660 roe WA 780lbs e381be am g1s 23M Iba 862lba w 166 112D row MULLION.IT WILL YIELD A MINIMUM ANCHOR S 2 MOW$@ 045°MbL O.C./tl-alp,Into t/8•Alum,ffig.4): WA, WA WA WA WA WA WA WA WA WA WA WA WA WA 7161t. CAPACITY WHICH MAY BE USED TO QUALIFY ¢ 1 AMIM I F-CUP Fig.5): 195 lbw 1661ha 22516. 445 an 822Iba 135 Ibe 140 9u 177 nos 370 an 23411. 33211. 691 156 166 Om 210 169 280 the ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchor.�1.1T MIn.0.4I F.Cgp(Fig.6): 240 Rot 800016 WA WA WA WA 160 aba WA WA WA WA WA 326Its 420Ibs 5800111 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT REVISED th the 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 93 ODUCT with th8F1orlda If- If SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Buildt4, 4No 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Data FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20.ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN 2.00V THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. ANGLE CLIP MUST BE USED IN PAIR 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125" \\� QT�� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 6003-T5 AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT « O • 1"X 2'X.125"MULLION LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND T17CLi THE MATERIAL. OF %©' FCOR\OP' C� 711 S/CNN-1,' A.LYNN MILLCp�LR,P.E. FL P.E.#68706 TABLE 2A MuUlan Ca ac Table Ob6Htz e Opening Width(torvertice(Iy-spenning mWlions)or Opening Height(tor horizontally-sparudrly mullions) Cell In 60 N 70 in I N TraplTrianp. RIM-plan Tmptri.% Rectangular Tmp/'him$. Reatanguar TraptTdang. Rectmquier Trapp-rq. Rectangoku Ttp/Trim• Reaterlguler Irap/Trieng. Rectangular Tmp/Teang. Reaerquiar TraldTdang. kL:: 1 x 2 x.375 Loading Loading Loading Loading Loadtng Loading Loading Loedmg Loadig Wading Loaning Loatluq Loatl ng LoaO g Loading LomMg Load q Loetlkq Y Q; � } Alum.Tube ----- --- c Mullion � � � r Ti °' � C8 � z � 42 in 170.0 620 170.D 435 151.3 882 170.0 478 1207 882 770.D 608 113.5 862 169.5 518 IM9 am 188.0 617 90.8 882 188.9 617 76.7 682 168.0 $17 84.0 832 166.8 517 68.7 882 166,9 517 Q 481. 121.8 607 $300459 101.4 807 119.2 410 88.8 1107 10(1.7 403 T8.0 607 102.6 398 67.8 507 99.6 397 60.8 607 89.0 3g6 50.7 807 98.0 386 43.4 1167 89.0 398 38.0 807 99.0 398 BD.826(n 103.7 d6B BB.d 466 99.9 371 74.1 466 90.6 384 84.9 468 84.8 363 67.6 456 81.3 367 51.8 456 $00 355 43.2 466 B0.0 358 31.0 4511 8C.0 356 32.4 456 80.0 358 541n 05.4 400 71,2 400 sea $28 81.0 400 72.7 322 63.4 400 673 318 47.5 400 64.0 315 42.7 400 82.3 314 35.6 400 61.8 313 30.ff 400 81.8 313 26.7 400 61.8 013 LU m n 62.3 $24 51.9 324 6T.5 270 44.6 324 b1.2 254 38.9 324 48.9 280 34.8 324 43.9 257 31.1 324 42.0 255 28.0 324 40.8 263 22.2 324 40.6 2113 19.5 3?A 40.11 23s 83M 53.8 294 44.8 294 492 248 38.4 296 43.8 241 33.0 294 39.0 237 28.9 284 37.7 234 28.8 204 35.2 232 22.4 294 33.6 230 182 294 33.4 230 16.8 294 33.4 230 to D 66 in 48.8 288 48.8 230 38.0 288 42.4 226 33.4 285 37.6 221 29.2 288 34.1 218 28.0 2811 31.8 216 2&4 288 29.8 212 59.11 288 28.0 210 18.7 28B 27.7 209 14.0 288 27.7 208 z , 721. 3&0 226 37.8 108 30.0 225 322 101 25.7 228 28.4 1811 225 225 25.6 166 20.0 225 23.6 182 18.0 226 22.1 180 15.0 226 203 177 12.8 226 19.8 178 11.3 226 19.9 176 76 k1 30.6 202 32.0 177 258 202 272 173 21.8 202 23.9 170 19.2 262 21.6 187 17.0 202 10.7 185 16.3 202 18.4 163 12.8 202 18.7 160 10.8 202 158 1611 a6 202 16.8 168 N 79 in 28.3 182 28.8 789 238 182 26,1 165 20.2 192 22.0 162 17.7 192 18.7 169 157 192 18.1 157 14.2 182 78.8 168 11.0 192 15.2 162 70.1 192 14.4 150 8.9 192 14.2 160 .� 00 In 18.6 144 10.0 128 15.4 144 16.1 126 881n 15.2 V27-1 16.6 113 Q a_Dp TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA/ co M - Ancho F3.6k m. ity Table(1112} ANCHOR CAP.,®,,,;,Sabmrete: 2.7k concrete w. callow CMU Filled CMU PT Wood betel (DP)X >ANCHOR CAP... Of X o ULLION N AtIf370r CUp Paiterns Anal 1yPe� 3116FJao UltrerAn tt4°Eico lAUeoon STIR"Elco Ultredon 1/4°Elco I9tracon ua•as alto 6718•Elco i/4°3s 8Iw 910 sleet 1H2 steel 012 stem USE THIS FORMULA TO OBTAM THE°ANCHOR AggreC4ata lsbeoon AggteC°atar Seneca(0.1)shrew((e8) 5alew{Ob}Edge pktmwo(k6: r z-ur r 2-17r r 2-trz r 2.irY' 2^ 3-ue° 2' 0.46^ g.sa• 0.324" CAPACITY REQUIRED°CORRESPONDING TO AN t:mbedmm6(in): 1.314° taro° testa° 1.3/4MW 1-112' 144° 1-v4" MW 1.114• 2" 1.318° 1-318° /see red.4) ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancnore @a.r6^Min.O.C.1SielMerdorC0ae1 Ip(Ftg.1): 390 the 390lbs a9 be e9Dro 27oIna 280162 SaesIbe 740ma neeIba ee4Ibe 1192 m. 322 me az0lb. wothe OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.16.6tin.p,c.!standmd(onset)CUp(Flp z): aeo 16s too I� wA wA WA aeo 162 WA N/A WA WA NA am w. a"lbs 7120 pb CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Analwre @ W Min.O.C.1(2)W Angie pipe/(Ft..$): 7g0 ibs 78016e 88 W /560 I 640 wa 56D Ibe NA 760 Ibs 03610e 850166 2362 rpe 852 81e 840 the 11201ne MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anehae @ 0.45°Min.O.C.!U-ClipWo 1!8^Alum.(Flg.4): WA NA wA WA WA WA WA MA WA WA WA WA NA 7161ba CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ana orr F-Mp(Fig.8): lg61ba 19a lle 2281bs 445[be 822/116 1381116 140162 177111. 3701W 234 W 3321112 681 Iba 1831b. 2101112 2801112 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Amhara 1.161 Min O.CJ_p(Fig.e): 2401112 350Ibe NIA WA NA WA 180 tluc NA WA WA WA NIA 328 r. a2a 1116 Se01be ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2 PRODUCT a TABLE NOTES: as complying'Ath the Florida Build(ifg Code 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. Accaptmfcc No - 6 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. +i 1.000^ Rx irst Do- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. BByi6nll �pPlufluCt FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. 171 l I t t)+! ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN 2.000' THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 15-20. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND No.5$705 376• FIGURE 4: a7`�•'•V�CENSt;'•.F°P* CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED Z_ FIGURE 6: FIGURE 8: _ YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125° _ �- t1( . THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046°THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT 1°X 21 X.376"MULLION =_ n �5 I�� II II LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �_'Q IA (3 0 1( j CUB • ® THE MATERIAL :�a•'. STA EOF A.L1jA'IVILL�R,P.E. FL P.E.#58705 t, TABLE 3A Mullbn Capacity Table Ibe Opentng Width(for vertically-3parinirgmutllons)arOpentngHelght(for hod 2oma11y-sparmingmuiliorls) 5o In 00 in Al In s0 In gal. 100 fn 120 m 140 bm 160 In RoctengWar 7rapRdalg. R.,s"War 7mplydeng. R4clawler Trap/Tdang. Recce War Tre den Recta 4i 1 x 2.75 x +19 p.T g. ngWar TraplTAeng RectengWar TnlpTnang. RectangWar 7rap7rdang. R�tangular TraNTderg Rectan9Wer TreplTrlang. if 1 11 Loading Loading Ladng Loading L.Wing Lading Lading Loading Loading Lading Loading Ladmg Llding Lading Loading Loading Loading Lnedfng Qua .375 Alum. - -- Tuba c3 _ �I I I loullioll il Tw�`, i Tw,-Im il Tw,I 42M 170.0 820 1700 436 170.0 744 170.0 473 770.0 am 170.0 508 170.0 902 170.0 518 170.0 1116 170.0 521 110.0 1240 170.0 521 148.7 1301 170.0 521 127.5 1301 170,0 521 111.5 1301 170.0 621 481n 170.0 708 no.a 624 170.0 660 770.0 b84 170.0 992 170.0 830 170.0 1133 170.0 881 161.8 7138 170.0 877 199.8 1139 170.0 880 153,8 1198 170.0 880 97.8 1138 170.0 880 85.4 1138 170.0 889 50.626N 170.0 747 170.0 563 170,0 8W 170.0 631 187.8 1082 iJD.O Be4 148.8 1032 170,0 721 130.5 1032 170.0 747 117.4 1032 110,0 756 97.9 1032 17110 766 83.0 1032 170.0 769 73.4 1032 170.0 766 -_ - W o 64 in 770.0 797 170.0 812 1e1.3 907 170.0 891 7382 907 184.7 730 120.9 807 1625 720 107.6 907 146.0 714 416.8 907 141.1 770 80.8 807 140.0 704 88.1 807 140.0 709 60.8 907 140.0 709 to 80 81 141.1 736 161.5 826 117.8 735 130.3 811 100.8 736 118.0 598 88.2 736 108.2 690 78.4 736 08.5 583 70.6 Tab 06.1 578 88.8 735 01.8 574 8064 735 01.3 574 44.1 736 91.8 674 M 83 in 121.8 e88 130.0 570 101.6 886 111.5 557 87.0 885 93.9 547 76.2 088 90.1 SW 67.7 668 83.9 631 8D.8 808 79.8 528 50.8 SW 76.8 621 43.6 868 76.6 521 38.1 am 76.6 521 88 in 108.0 807 112.4 522 88.3 807 96.1 511 75.7 807 86.0 501 65.2 807 77.1 493 88.8 607 71.5 486 63.0 807 81.6 481 44.2 807 83.4 478 97,9 8ff! 62.7 474 35.1 607 8R.7 674 Z W J 72 in 81.6 $10 86.8 443 88.0 610 73 0 434 88.3 10 84.3 428 51.0 610 S7.8 418 45.4 510 53.3 413 40.6 510 60.0 408 34,0 5111 45.9 402 29.2 810 44.4 308 26.6 510 44.3 388 In 78 In 88.4 468 725 400 $7.8 468 81.7 592 48.8 488 84.1 385 43.4 486 48.8 378 38.8 409 44.6 373 34.7 468 41.8 388 28.9 468 37.7 382 74.8 468 30.0 368 21.7 488 35.7 358 J 731n 811.2 436 87.0 381 53.6 435 56.8 373 45.9 436 49.5 3W 40.1 435 44.7 360 36.7 436 40.8 365 32.1 435 38.1 351 2a6 435 34.4 344 22.9 435 328 341 20.1 496 32.2 340 Q _ c- 90dt 41.6 327 43.1 280 34.0 327 38.4 28b 79.8 327 31.8 280 28,1 327 28,3 275 25.2 327 25.7 271 20.8 327 23.7 288 17.4 327 21.0 262 14.9 327 19.3 768 h Z 88 In 34.4 287 55.4 257 28.7 287 29.9 252 24.6 287 26.0 248 21.5 287 23.1 244 79.1 2a7 20.9 240 17.2 207 19.3 237 144 287 10.8 232 1••' M 1081n 24.7 227 24.7 205 20.2 227 20.8 201 77.3 227 18.0 198 1111 27 16.0 198 0 )( W 111 h1 22.3 275 227 194 16,6 215 78.1 781 16.0 218 18.8 t88 (� 120 In 17.6 184 17.8 167 N N U X TABLE 38 ANCHOR CAPACITY ADJUSTMENT FORMULA! N AnchorCapaclty Table Qbs) � �U ANCHOR CAP.,„„r,,,,` �_ Substrate: 2.7k Concrete WH Cor1c. HWOS CMU Fl11ed CMU PT Wood Metal (DP)X( 1=ANCHOR CAP.o, lr m MULLION CAP. a „, ' 5718^Eloo k 0118-Elco 1/4'SS Elpo 010 Steal 812 Steel 812 Sleet IS Anchor CI Patterns Anofror Tpps: 3116'Ek:o Uitreoa 114"Elco Ulhaca URrearl 3118"Eta Ult.0on 114'Eta Illtrepon A9i7aOatpr Sprees(Ob)Screw tees Sorestew Clip tntrecon USE THIS FORMULA TO OBTAIN THE ANCHOR Edge Mill-v.) t" 2.112' r 2.1)2° 3•vs f° 2-lir t' 2.1(2° 3.7/8` 7 0.48^ o.5a° 0324° CAPACITY REQUIRED°CORRESPONDING TO AN Embedmet on): 7.914" 1.W 1-3/4° 1-we T t•1Fi° 1-1111" t-i/4' 1-7(4" t-V4° 2• tale^ 13ls' (ees ACTUAL PRESSURE REQUIREMENT FOR THE 2 MOOM 4.76° n. . ./ andard or Obeet Gip ffig,1): Millis 3901611 460Iba 890 Ws 76dd 1611 270168 2801ba 354 iba 7401be 064 We 1162 ws 328Ibe 420lba 5901be OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Attahor3 1.76'Mffa O.C.!Staltlard(or 010881)COp(Flty 2} 4801611 7001W WA WA WA WA 380 Ibe WA WA WA WA' 6621bs 840 Me 112D lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AncMre® Wit O.C,1(2)2116 Angle Cllpa/(Ng.3): 780168 Tao 1. 680 ma 1880 D,a tbee lbe goo lbe 560 ft WA 7901be 680 roe 23041be 652 me 64D Ure 112D Ibe MULLION.IT WILL YtEI.O A MINIMUM ANCHOR 2 Anabme�0.45'bon O.C./U-COP,Into 179'Alum(FIg.4): WA NI WA WA WA WA WA WA WA WA WA WA WA 718111 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Aneiror/F-COp(FIG.6): f981be te6lba 226Ibs 4451611 827Iba 1361be 140 11m; 1779. 376ft 234 R. 332 His 601 1. 163lb5 z10lbe za5 ibe ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchare 1.18°Mln.O.CJ F-CQp(Fig,8): 2d01b3 350 ft WA WA WA WA 1001611 WA WA WA WA WA 326168 42016s 6801ha ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. PRODUCT REVISED ns complying withthb Fbdb RoiNin8 Cnde FIGURE 1: FIGURE 2' I p re mDate )� lie • • • TABLE NOTES: 1.0011° �- By 0 (� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. M ado Product 9EE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1171 I I I I)) FIGURE 3. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. `\;o o LYNN,• 4f, 7i7� CL S 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. 2.750° • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. No.58705 ANGLE CLIP MUST BE USED N PAIRS. �� .4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.58-ALUMINUM SHALL BE 6063-TS AND BE A MNIMUMMOOF.125" �° % a,' STA OF" :�44/ THICK.STEEL STUDS TO BE A L ANCHORS GRADE 33 AND.SHA THICK(18 AT LEAST STRUCTURAL STEEL TO BE AT �i'� '•.,FCO.... ' �_ � • • LEAST.125°THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1°X 2.75°X.375"MULLION i i�ss ��C9 THE MATERIAL. A.L4 4M M(116R',P.E. FL P.E.#58705 A Y TABLE 4A e Mullion C aol Table lbs/tt2 -- -----_- ® �� x opening Width(for venicafly-spanning mullions)or Opening Height ifor horizonially-sparning niullons) #se F go in 80 W 70 in 60 N 90 In 1001n 1201n 14011 180 in 1 X 2.76% ReclenBuler Trep1T#erg• Rectanpular Trap/Triene. Rectangular Trap?rielg. Recfetf9uty TmplTdarg ReOlergular Treprrdang. Rectangular Trep7hlang• Recte�gular Trep/Tdmtg. R.ttmtguler Trap/'fdan9• Raalerguter Trep/Tderg. S 5; .880 Alum. lDadrg 1 omiino I oadlg Loading Loafing Loadln8 Loadng Loartng Lwdng Loamny Landing Loadng Loading LwdhV Lw'S q Loamrg Loading Loaning o yr Tube8 I I 1 Mellon �^ c �� s 0 W co IWO 4211 770.0 820 170.0 436 1700 744 170.0 478 170.0 886 170.0 505 170.0 992 178.0 618 170.0[407 170.0 $21 170.0 1240 170.0 521 170.0 14E6 170.0 621 558.7 1670 170.0 521 1368 1820 170.0 821 40 In 170.0 708 170.0 824 1700 050 170.0 584 170.0 892 170.0 We 170.0 1133 170.0 681 170.0 170.0 BR 170.0 1417 170.0 800 141.7 1417 770.0 880 121.5 1417 170.0 880 1083 1417 170.0 860 g 9DA261. 170.0 747 1700 583 1700 age 170.0 031 170.0 1046 170.0 684 170.0 1198 170.0 723 102.6 170.0 747 146.3 12W 170.0 758 121.9 1286 170.0 756 104.3 1280 170.0 756 01.4 1286 170.0 768 W O 54 In 170.0 797 170.0 812[72.1 958 170.0 801 170.0 1116 170.0 754 180.7 1130 170.0 803 133.9 170.0 837 120.8 1130 170.0 869 100.8 7130 170.0 as, as.1 1130 170.0 861 75.3 1130 170.0 861 m 4h 601n 170.0 gab 170.0 701 915 1823 761 125.5 918 144.5 748 108.8 915 1323 735 97.6 123.9 726 67.9 gig 118.5 720 73.2 915 114.4 715 828 916 114.4 718 54.9 915 114.4 715 03 in 151.8 830 181.9 710 830 138.9 884 108.5 SW 123.2 881 94.0 830 1122 870 84.4 104.8 892 75.9 03D 08.4 068 63.3 830 04.5 Me 64.2 830 94.1 $49 47.4 830 94.1 840 Z W �' ps BBN 1321 757 140.0 859 757 118.8 698 94.3 767 105.9 024 825 757 58.1 614 734 89.1 806 $6.0 757 04.2 600 65.0 7b7 78.0 S93 47.2 757 78.2 591 41.3 757 78.2 694 N g J 72In 101.7 830 108.8 542 030 91.0 840 72.7 838 801 830 838 838 722 621 80.5 80.8 844 50.8 098 62.9 808 42.4 838 87.2 500 38.3 038 $5.3 487 31.8 838 66.2 407 ^} '8E$ 78 in 06.5 $71 00.4 496 571 76.8 488 8 71 674 470 54.1 571 608 471 48.0 55.5 484 43.2 671 61.8 459 35.0 671 47.0 461 30.8 671 44.8 447 27.0 $71 44.5 448 78 in 60.6 642 83.4 474 68.7 542 70.8 465 67.1 $42 62.1 458 50.0 $42 65.7 440 44.4 61.0 442 40.0 542 47.6 437 333 642 42.9 429 28.8 542 40.6 426 26.0 542 40.1 423 Z 90 In 52.1 407 53.7 381 43.4 407 45.4 355 372 407 39.6 349 325 407 35.3 343 28.8 32.1 338 28.0 407 28.6 334 21.7 407 26.7 $27 18.6 407 24.1 322 16.3 407 23.0 319 BB in 429 366 44.1 320 38.6 350 37.2 314 30.7 358 324 308 208 358 28.8 304 23.8 28.1 300 21.6 358 24.0 296 17.8 358 21.0 289 15.3 358 18.2 284 t0. K tOe in 30.1 183 30.8 256 26.1 283 25.8 261 21.6 203 22.8 247 188 283 19.0 244 18.7 10.0 240 15.1 283 10.5 237 IN _ I Y 111 in 27.8 267 26.3 242 23.1 287 23.8 238 19.8 287 20.8 236 17.3 267 tfl3 231 18.4 287 19.8 220 V X Q 72011 220 229 22.3 200 183 229 78.8 205 15.7 229 182 202 O TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: .-• Via • Anchor Capacity Table#be) ANCHOR CAP.,,,„,,,, Substrate: 2.7k Concrete 3.8k Conc. Hollow CMU Fined CMU PT Word Mew (DR-)X( )=ANCHOR CAP.,°,. NA-1 1--3 Sut F 114"$8 Oc.6110"el- 1/4'8S Elco #10 St" 01231..1 #728teal MULLION CAP.,°,,,,,,, Author Type: WIW Elco Gtmotn 1W Elco Ultracon 3116•Eloo LMocon V4'Soo 1.01mon USE THIS FORMULA TO OBTAIN THE°ANCHOR Dist AnchorClpPatta71IS UNrecon A9IOe(sator u3.118" AggtaOetW Screw(GO)8creren(06)8s0.32ea} CAPACITY REQUIREWCORRESPONDINGTOAN __Edge bodor nt In): W- 2-112° 1" 2-U2° 31/8° 1" z-1rz• 1' a1n° 11 3.118" Y 1 0.64° 0.324° ACTUAL PRESSURE REQUIREMENT FOR THE Embedment On): 1ai4° 1.3la° 1.318° 1-914" Y 1-114• 1004° 44Ib 40Ib 1.04" 1414° z° tare° ta/M (eser WS OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchos(p 4.78°MW.O.C.!Stamtam or 08aet Cap(Ftg.1): 300 W. "all. 460Ibs 890 Wa ta4116a 27o Wa 280 We Sea Ibe 780 l4e 40S an eoa its 1182Ibs 3ZB I6a azD We secure CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Aost o Q 1.16°Min.O.C./Mandate(or Olken CUP(Fg.2): 480 ft 10D Ibs WA WA WA WA 380 We WA WA WA WA WA 652 Ibs 0 1120 ass 4 Anchors 0 S'Min.O.C.I(2)2x6 Angie Cape I(F19.3): 760 Ibe 7801b. Sao lbs 15W lea 1388 Its 540[be WD me WA 760 be 936 Bin 8801ba 23M Ibe 85.2 Ibe I MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Anchore®0.45'Mtn.O.C.!U•Cap.Into 118"Al. FO AF WA WA WA WA WA WA WA WA WA WA WA WA WA CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anther I F-Cap(Flg.a): 1S5Ibs 195[be 225Ibs 443Ibs 622 We 1351ba 1401bs 1771b8 370 ass 234 Ibe 392Its 391 Ws 163 tts 2101bs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anabas(g 1.16'Mm.O.CI F-Utp 09.6}: 2401bs 3501ba WA WA WA WA 19D WB WA WA WA WA WA 3281bs 4201be ANCHOR CAPACITY TABLE. PRODUC7'RtVI58D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLEp VALUES ARE USED IN THE EXAMPLE ON SHEET 21. as cienplying with the Floticip Building Cade Acceptance FIGURE 1: FIGURE 2: TABLE NOTES: F No 1,G --•I 1.000° r"�- • ® ® 1}SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. -- Q Q ® ® SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. tttllllll//) 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYNN �� ,(,0�.........., FIGURE 3. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. 2.750° �` ,•'•�7GENSg'•.FAQ ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN ® ® ® THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. " * N0.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED a-1 S 0" �LZJt. t ir CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C:)0.WOOD SHALL BE PRESSURE-TREATEDr Eoll :;�' FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.12V %�•' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045°THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT '�,�•'•, O ® LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1°X 2.15"X.860*MULLION %i�S'•.•�OR10P•�G��.` • THE MATERIAL. /7j'S/QNX-'F,1: 7 A LYNNUIILLkLR P.E. FL P.E.#58705 � Y TABLE 5A MuUlon Capacity Table Ibs/(t2 ---` Opening Wldth(for vertically spanning mu4iore)or Opening Height(for hodzon tally-spannirg mulflons) 50 in BO In 70 N in 90 in 100 in 1201n 140 in 180 In p Recten9uiar Trap?darlg. Rectangular TOWTrleng. RmIangul. raptTdalg. Rectangular Trap/Tdang. Radatl9Jar TraptTdellg. R Lm,uaa' T1apTnang. Rmtangula TreVTdang. Rectangular Two rdalg. Rectanguar TrepRn9r� Y y C 1"x 3.126"x Loading Lwutrig Loadng Lo"m Loafing Watling Lmd<ng Loe4ing Loadirg Loadng Loao7rg Loading Loading Loading Loading Loading Lcadino Leading U .600"Almon _ & F It Tube Mull ca z 411: 2c �o F go K go Zc ga O: E O 42 M 170.0 620 170.0 435 170.0 744 170.0 476 170.0 888 170.0 506 1709 902 170.0 519 170.0 1118 1709 S21 170.0 1240 170.0 621 170.0 1488 176.0 521 170.0 ITM 170.0 821 164.4 1802 170.0 621 46 in 170.0 708 1709 024 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 1700 681 170.0 1276 170.0 677 170.0 1417 170.0 680 167.7 1677 170.0 860 MA 1677 170.0 880 118.2 1677 170.0 680 � 50.625In 170.0 747 Wen 683 170.0 898 170.D 831 170.0 1048 170.0 SIM 170.0 1185 170.0 723 170.0 1345 IMD 747 170.0 1484 170.0 760 141.7 1496 170.0 768 121.5 1498 170.0 788 106.3 1495 170.0 758 W p 54 In 170.0 707 170.0 812 170.0 SW 170.0 601 170.0 1116 170.0 784 170.0 1275 170.0 603 166.1 1401 170.0 837 149.5 14M 170.0 858 1248 1401 170.0 861 108.8 1401 170.0 881 WA 1401 170.0 601 ? M 60 In 170.0 886 170.0 701 170.0 1003 170.0 7e7 t5a$ 1198 170.0 878 138.1 1150 187.0 828 123.3 1156 15&5 917 111.0 1158 149.7 910 92.5 1156 144.5 SW 70.3 1158 144.6 009 69.4 11W 1445 903 631n 1700 930 170.0 745 169.8 1048 170.0 850 137.0 1048 1558 860 119.8 1048 141.7 848 108.5 1040 1324 830 95.9 1049 1256 628 78.8 1049 198.3 820 88.6 1048 118.9 818 58.8 1049 118.8 818 f. z U 68 in 198.8 836 170.0 780 198.0 965 161.3 804 119.1 856 1337 788 104.2 066 121.4 776 826 065 112.8 785 834 066 108.4 767 89.5 &55 88.8 740 898 BS6 11&7 748 62.1 955 98.7 748 c - -- d J 72 in 128.5 803 134.9 697 107.0 8D3 114.9 882 91.8 803 101.1 070 80.3 803 91.2 889 71.4 603 63.8 640 642 603 78.8 642 63.6 803 722 832 46.9 S03 69.8 828 40.1 803 69.7 627 = rn 781n 109.2 721 114.1 820 91.0 721 07,0 618 78.0 721 85.1 005 66.3 721 76.5 MS 6117 721 MA Sw 54A 721 86.4 S78 46.5 721 60.4 688 38.0 721 Sol) 684 34.1 721 50.1 683 � � r 36 7$in 101.0 884 105.4 690 84.2 684 88.4 587 72.2 884 70.4 676 63.1 804 70.4 667 56.1 SM 04.4 568 505 684 58.9 651 421 684 64.1 541 38.1 884 61.3 538 31.6 884 50.6 834 1- _ t- 4L Q Of 90 In 66,8 514 67.8 458 54.6 514 57.3 446 47.0 514 60.0 440 41.1 514 44.8 433 385 614 40.8 427 329 514 37.3 421 27.4 514 33.0 412 23.6 514 30.4 406 2D.6 514 29.0 403 z0.' to 3{z 96 In 54.2 452 5&7 404 45.2 452 47.0 398 3&7 452 40.9 300 33.9 452 38.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.8 452 26.6 385 111.4 452 24.2- 350 18.9 462 228 3% r% 1X T@ Mai 108 in 38.1 367 38.0 322 31.7 367 32,7 317 27.2 357 28.4 912 23.8 357 26.2 308 21.1 367 22.7 303 19.0 357 20.8 290 18.9 357 1&0 293 13.6 357 16.2 287 11.9 387 Me 283 JJJfff Ili in 3&1 338 35.8 308 29.2 338 30.1 901 28.0 338 20.1 298 21.9 338 23.1 292 196 338 2D.8 288 17.8 338 10.0 284 14.8 338 1&6 278 12.6 339 14.0 273 11.0 338 1$.$ 289 420In 27.7 280 26.2 283 23.1 288 23.7 269 18.8 289 20.5 289 17.3 289 t8.i 262 15.4 289 18.3 240 13.8 280 14.9 246 f1.8 289 128 240 9.9 289 11.4 238 8.7 289 10.4 232 U X Q O TABLE 56 ¢ t!y (Ibs) ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table bstrete: 27kCOnmata 3.6k C=. HdlowCMU FBIetlCMU Frwootl metal ANCHOR CAP.,,„,,,,, (DP_)X( }=ANCHOR CAP. -� Silo"Moo 114"SS t1m&18'Elm U4°SS Eton 010 Steel N12 Steel a12 Steel MULLION CAP., Anchor Clip Patterns ryar 3'18"Eko llltremrt 114°Eloo txtracrnl utra0on 3116°Eteo Ultrecon tt4°Etoo Ntlaoon AggmGatm LgUw n AWe(3aW Screw(rib)Screw(GS) screw((O5I USE THIS FORMULA TO OBTAIN THE ANCHOR Edge DI.lalce fin): 1" 2-1tz 1° 2 U2 3 ve° r z-v2 r zarr z 3 us° z o.4e &64 11324 CAPACITY REQUIRED"CORRESPONDING TO AN Embedment @0: 14x4' 1-314• 1-314° 1.314" r 1-Im 1-114" 1.114° 1-114° t-114° 1.114• r 1-mw tat$• (oft mie 4) ACTUAL PRESSURE REQUIREMENT FOR THE 2 Atwhwa Q 4.75"Min.O.C.t standard Clip ft.1$ Soo fob 390 W. 46014.' 890 r. 1944 loo 270 ft 280 InS 354 ft 740 Bin 488118 684 IDS 1182196 3261b6 420 Ito 86091s OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Awhm.Q 1.16"Min.O.C.t SWW d Clip(Fig.2): 450 W no In. WA WA NIA NIA Sea tom WA WA WA WA WA bsz lba e4o lbs 1120lha CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anna 9D 3°Min.O.C.1(2)2x6Argle Caps(Fig.3): 780]be 790 Ns 860166 IWO[Ins IBM Its 540146 660 Too WA 750166 waft ew 6x1 2384 Its 652 are 840 Its 11201bs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY 3 Anchor Q 11115°Min.O.C.r t1Cap,into t18°Atom ft 4): wa WA NIA WA WA WA WA WA WA NIA WA wa MA WA 107416. ADDITIONAL ANCHOR OPTIONS FROM THE 1 Anchor t FCQFp(F1g.6): 196 are 1951bs 225 Ms 445 Ibm 822The 135 Ora 140 I19 17716, 370 ara 234111. 33216. 501 It* 1s316s 210166 280Ibs ANCHOR CAPACITY TABLE. 2 Artohnn;(5 IAT Min.O.C.t F•Cfip ft B): 240 ft 3601bs WA WA WA WA 190 ras WA WR NA WA WA 320166 420 Its 880 Ins PRODUCT REVI&M NOTE:FOR THE OFFSET CLIP,USE TI4E SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. us mu*yingwithtIm pl*ft Hi.1X10`-1 Buil lies Cade AOaeptan0o 4-1 ,FI URE 1: FIGURE 2: TABLE NOTES: 8 iratl0 10 0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. Nj Dad0 0 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3 3.125" 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 14.20. a�,••1,1GENS� '•,'P • • . . ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. '� No.58705 -_ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 5�• - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-g0.WOOD SHALL BE PRESSURE-TREATED -O i y'3 rifflGURE 4: FIGURE 6: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6663-T5 AND BE A MINIMUM OF.12G 1"X 3.126°X.6"MULLION TA E THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046°THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 3.129 �i'� •.��OR10P;••'('j� f O LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION) i THE MATERIAL A.LYNP NnwgR,P.E. FL P.E.#58705 ! T TABLF.6A Mullion Capacity Table(lbsife) - - ® APR N Opening=dth((or vel9cally-spenrrng mullions)or Opening Height((or horizontaly-spanning mullion) 50 In 80 In 70 M 80 N got. 100 Ic 12D In 140 M 180 In Rectanguar Trep7Meng. Rectenguler Tmpfnlarg. RedwgWar TraplTdang Reotenguler Trap/rdan9. ReutergUrnr Trep/ideng. Rectangular Tmp/Tdeng. Rectangular Trap7TrlanO Rectangular Trap/Tdang. Rectariguler Tmprtdeng. rST,y 1 x 4 x.126 Loading Lodding Loading Loading Loading Loedhg Losang Loeotng Loading Lw&g Loading Loading Loedtng Loading Loadng Loadbtg Loadng n Y = Alum.Tube ° Mullion 3- 8 ° o ° 42 in 170.0 020 170.0 436 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 17110 519 110.0 1116 170.0 621 170.0 1240 170.0 521 170.0 1488 110.0 621 145.8 1489 170.0 521 127.8 1489 170.0 621 ..J 46 In 170.0 708 170.0 524 170.0 86D 170.0 684 170.0 902 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 877 158.3 1303 1700 680 130.3 1303 170.0 680 111.7 1303 110.0 880 87.7 13M 170.0 BBD J 8D.626 In 170.6 747 1 170.0 683 170.0-888 1 170.0 631 170.0 1076 170.0 854 170.0 1196 17CO 723 166.1 1236 170A f3MSM5 40.6 1235 170.0 758 117.1 1236 170.0 788 100.4 1236 170.0 766 87.8 1235 170.0 768 2 541n 170.0 797 170,0 012 170.0 058 170.0 881 170.o 1116 170.0 754 154.4 1158 17MO 803 137.2 1188 170.0 23.8 1168 1700 868 102.8 1188 170.0 881 8&2 its 170,0 881 77.2 1165 170.0 881 LU LU 4G 60 In 170.0 885 170.0 701 168.7 1042 170.0 797 1428 1042 181.1 832 125.1 1042 146.7 815 111.2 1042 138.8 ODA 1042 130.2 781 03.4 1042 125.1 782 71.5 1042 125.1 782 62.6 1042 126.1 782 W 031n 170.0 930 170,0 745 161.2 982 163.6 818 120.8 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 0.7 092 114.8 758 75.0 892 108.4 745 64.8 982 108.0 744 68.7 992 108.0 744 BS in 185.4 947 170.0 789 137.8 947 148.0 786 118.1 947 1303 769 103.4 047 717.7 762 81.8 847 108.7 2.7 941 102.2 727 6&9 947 e5.1 713 59.1 947 94.0 711 51.7 947 94.0 711 Z 721n 135.9 849 142.7 737 113.2 849 121.8 722 97.0 849 10&9 708 84.9 848 98.4 698 76.5 840 88.7 57.9 848 82.7 676 68.8 848 76.3 060 48.6 849 72.8 662 42.6 849 72.4 851 2 W 781n 116.6 782 120.7 886 88.3 782 102.8 862 82.6 782 80.0 840 77.2 782 80.9 828 84.2 782 74.2 7.8 762 88.2 813 48.1 182 82.8 802 41.3 782 69.8 697 38.1 782 59.4 896 y c1 78 In 108.9 724 111.4 634 89.0 724 94.8 621 78.3 724 82.9 609 68.8 724 74.4 599 59.4 724 88.1 634 724 03.4 Boa 44.6 724 57.3 673 38.2 724 64.3 587 33.4 724 53.5 565 j 90 in 69.8 543 71.8 489 58.0 843 80.7 474 48.7 543 62.8 488 43.8 643 47.1 458 38.8 643 42.8 4,8 543 $8.6 448 20.0 549 34.8 438 24.8 843 321 430 21.7 543 30.7 428 11��`.yjyj•..� N 961n 57.3 478 58.9 427 47.8 478 49.7 418 40.9 478 43.1 412 35.8 478 38.6 408 31.8 478 34.8 17 478 32.0 396 23.9 478 28.1 We 20.5 478 25.6 380 17.9 478 24.2 376 N N � Q.. 108 In 41X3 377 41.1 341 33.6 377 34.6 336 28.8 377 30.0 330 26.2 377 28,8 326 22.4 377 24.0 01 377 22.0 317 18.8 377 18.0 310 14.4 377 17.1 304 0) e- IllIn 37.1 357 37.8 323 30.9 387 $1,9 318 28.6 367 27.8 313 23.2 367 24.4 309 20.6 357 22.0 1&5 357 20,1 301 16.4 387 17.4 204 X 1201n 28.3 306 29.8 279 24.8 308 25.1 274 21.0 306 21.7 270 18.3 SW 19.2 297 16.3 308 17.3 F V X Q O 14a in v.o 212 1 17.2 196 1 1 1 1 1 1 11 d TABLE 68 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table(Ib8) (D )X(ANCHOR CAP.,, :)a ANCHOR CAP.- Substrate: 7 7k Concrete 3.6k Conn. Hollow emu Filled CMU PT WOW Metal 11 MULLION CAP. , , 6118°Eleo 114°SS Eico 6118"Etco 114"SS Elco #10 Steel #12 Steal 012 Steel Artchm Type: 3110'Elco Ultrecon 114°Elm Uarecan 3116'Elm uIvetcan 114"El-Ulirec.n USE THIS FORMULA TO OBTAIN THE ANCHOR Anchor Clip PaCelru9 Ultracoa AgWsOetcr Lramoon A9gle0atdr Screw(G5)scanv(05) SCMW(G% CAPACITY REQUIRED"CORRESPONDING TO AN Edge 01stanee(in): t° 2-112" 1^ 2-12" 3.178' 1° 2412" t^ 2.112" 2° 3-118° 7 0.48" 0.64° 0.324° ACTUAL PRESSURE REQUIREMENT FOR THE Embedment(by. 1.318 144 1374^ 1314" 2" tro4' 1-114" 1-114° t-174" t-114° t-114' 2' l-w 1318' lase note 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchors @ 4.78°Min O.C.18tendanl C8p(Fig 1 cr2): ago Ibs 38619 4601tra 890 IDS 1874 as 270 616 2801ba 354 Ms 740 g1s 468168 889 lbs 11821bs 326 tba 4201b8 660168 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AnohDrs @ 225°Min.O.C.t Standard COp(Flg 3): log The 7001b6 W Ibs 1410166 962168 NIA- 680 Ibs WA 630 Ns WA 8W Ind WA 6521ba 8401bs 1'120 nos MULLION.IT WILL YIELD A MINIMUM ANCHOR BAncilots(811.16°Min.O.C.I Standard CUP(Fig.4): 980168 I Celts WA WA WA WA 760 IN WA N/A WA WA WA 1304 Cos 1680Ibs 22401 W CAPACITY WHICH MAY BE USED TO QUALIFY 4 Anchors @ 3'Min.O.C.1(2)2.5 Angle Clips(Fig.5y. 780 Ibs 780168 000Ibs 17801bs 3288 Ibs 50 Ibs 680 I 7001bs 1480168 936 n s 1328 Ibs 2364168 852 Ibs 840108 1121 Ibs ADDITIONAL ANCHOR OPTIONS FROM THE 8 Anchors @ W W.O.C.1(2)2x8 Angle ClIps(ft.6y 1170Its 1170 Ibs 1020166 234010.1 2044 Us 01016s $40 Ibs WA 1140 Ibs 1404 W 132D Ibs 3546 U 878166 12WIb3 le IW ANCHOR CAPACITY TABLE. PRODUCT es complying with lino Flod6a 4 Anchors®0.46 Mm O.C./U-Clip,Into 118'Alum.(Fig,1): WA WA WA WA WA WA WA WA WA WA WA WA NAA WA 1432 Iba 0uildillg Cad. 2Anchom Z251 Mtn.O.C.1 F-ap(Fig.ey 360Ihs 350 @s 2901ba 706818 4781bs WA 286168 WA 9161bs 09u 440 Ctrs Olba 328Iba 420Ibs 3001ha Acminanco No •-T -+-� 1.000° (+ E{uretio1111)ate ��p 4 Amhm @ t lT Min.O.C.7 F-Clip(FS.9): 480 Ibs 700 The WA WA WA WA 3BDIOS WA WA WA WA WA 852168 8401bs 1120 Ibs _ NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. By Mimn productCoR 1 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: TABLE NOTES: • 0 0 0 • 0 0 • E. - F-0 MO .* 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. � ,Z,O ••.GESF 0 0 0 • 0 0 0 0 o • e • e • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/0R OPENING WIDTHS IS ALLOWABLE. �•' k 4.000^ �� No.68705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20.ALL FIGURE 5: FIGURE 6 FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FIELD - a 1Y • • • • e FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. (( 30)� 1 L(J • ST TEOF • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125" iQ0 FLORtO� ` • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHAM RE PRESSURE-TREATED YELLOW L _ (i' '��i�ss;•••••• •�� ANGLE CLIP(FIGURES 6&8)MUST BE USED IN PAIRS. STUDS TO 6 A MINIMUM GRADE 33 AND 045°THICK 8 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125°THICK I 77j 7�ONA-`11 ( ) 1°X 4°X.125°MULLION A.LYNN MILLER,P.E. AND 1X36.ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. FL P.E.#58705 4 � TABLE 7A Manion Capacity Table Iba)tt1) FR Opening Width(tor Wrilcallyapanning mullions)or Opening Helght(for horizontally-spanning mullions) S 4 60 in 8010 70 In m In 80 in im in 12010 Main 160 to 0 O ReotengWer TraplTdenB• Raclargulm Trap7Tdeng. ReatangWer IraPRn¢ng. Ractangl8ar 7wtdTOm18. RactangWar TraPrtdang. Reclan9Wer 7mpRdeng. Reotangutm Traptu m. Reclan9Wer Trap/Tdatg. Recien8alar Traplfdan. 1 x 4 x.378 loading Loading Luaeing Loading Loedmg L094hg Loading Loading Loading Loading Loading Loadin Lowin0 Loads toes Loa 9 0: Alum.Tube Loading a hg ehg Loadme Loading o Y Eel Mullon � � g 9Z z 42 in 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.4 992 170.0 619 710.0 1118 170.0 621 170.0 1240 170.0 621 170.0 1488 170.0 11MIS 0.0 1736 170.0 621 [36.5 1963 170.0 621 O 48 in 170.0 708 170.0 624 170.0 860 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 0.0 1983 170.0 080 2024 170.0 680 60.826M 170.0 747 170.0 663 170.0 Beg 170.0 031 170.0 1048 170.0 084 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 6.0 1918 170.0 758 1919 170.0 758 2 541n 170.0 797 170.0 612 170.0 058 170.0 881 170.0 1116 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1694 170.0 868 158.8 1788 170.0 7,1 1788 170.0 881 1788 170.0 881 W O m BO to 170.0 866 770.0 Tot 170.0 tm3 170.0 787 170.0 1240 170.0 BTB 770.0 1477 170.0 844 170.0 1694 170.0 898 156.5 1818 170.0 1033 129.8 1818 170.0 1.0 1818 170.0 1083 1679 170.0 1683 r0 631n 170.0 830 170.0 745 170.0 1118 170.0 BM 170.0 1302 170.0 940 170.0 1488 170.0 1016 160.7 1542 170.0 1078 141.0 1642 170.0 1122 117b 1642 165.5 0.7 1542 187.8 1167 1542 107.9 1157 `S Be to 170.0 874 170.0 788 17D.0 1189 170.0 803 170.0#33.74 0.0 1002 180.6 1472 170.0 1086 1428 1472 188.8 1148 128.6 1472 188.8 1130 107.1 1472 147.8 1.6 1472 148.0 1104 1472 148.0 1104 Z 7210 170.0 1063 170.0 078 170.0 1278 170.0 1009 1508 6.2 1101 1320 1320 748.9 1082 ,17.3 7320 137.8 1086 105.8 1320 128.8 1048 88.0 1320 117.0 .4 1320 112.8 1D73 1320 112.5 1012 = Q. $ 7810 170.0 1122 170.0 937 148.8 1184 158.4 1013 12&2 8.9 984 192.2 1184 126.1 878 89.7 1184 1183 984 BB.6 1104 107.6 062 74.8 1184 87.8 4.1 1184 83.t 827 1184 92.9 925 701n 16&1 1124 170.0 887 138.4 1124 147.0 am 1186 8.8 947 103.8 1124 115.6 931 82.3 1124 106.8 918 83.0 1124 98.6 008 69.2 1124 89.0 9.3 1124 84.3 681 1124 83.2 978 901n 108.1 844 111.5 7 60 90.1 844 94.3 738 77.2 2.1 724 67.6 844 73.3 712 60.1 644 88.5 702 54.0 e44 87.4 893 45.0 844 64.2 878 38.6 844 60.0 668 33.8 644 47,7 882 I N 8810 88.1 742 91.6 See 74.2 742 77.2 852 63.8 7.2 641 56.7 742 60.8 631 48.6 741 64.1 822 44.6 742 49.8 814 37.1 742 43.8 800 31.8 742 38.6 090 27.8 742 37.6 384 0 108 in 62.8 668 83.0 830 621 588 848 521 44.7 8.6 513 38.1 588 41.4 506 34.8 586 37.3 496 31.3 586 34.2 492 28.1 688 29.6 481 22.3 586 26.8 472 18.6 586 24 7 488 0)r6 1111n 87.6 655 Iwo 503 48.0 SSff 40.5 485 41.2 29 487 38.0 555 38.0 49D 320 866 34.2 47S 28.8 865 31.3 487 24.0 966 27.1 457 20.6 556 24.3 448 18.0 565 22.4 442 X Y 12010 46.e 475 96.4 433 3&0 476 39.0 426 32.6 3.7 420 285 475 29.8 414 26.3 475 28.8 409 22.8 478 24.6 404 19.0 478 21.1 385 18.3 d76 18.7 387 14.3 476 17.2 381 144 to 28.4 330 28.7 306 22.0 330 224 301 18.9 8.3 287 18.8 939 17.0 289 Q - G 0 a° TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: ° AnchorCapacHy Table(Iba) ANCHOR CAP.," l Subatrete: 2.7k Concrete 3.6k Conc. Hdlow Cb8! Filled CMU PT3Nood Metal (D )X MULLION _ANCHOR CAP.,, 9118'ElcO V4'SS Elm 5116"Elm 114"SS Ego #10 Steel #12 Steel 012 Steel USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor CI( Patterns A71chw Tye' 3118•Elm Uitrecm V1.Eim UlUecoll UiBamn 3116°Elm Unremn 1/4'Etco I9hacon A Getor Utrawn A P ggre ggreGator Screw(GB)Screw(G5) Screw(lib) CAPACITY REQUIRED"CORRESPONDING TO AN Edge DBtazxs pn) t• 2.112° 1" 2-1/Y 34181' v 2-112• 11 2.1Tr T 3 US° 2° 446° D.64 0.324° ACTUAL PRESSURE REQUIREMENT FOR THE Embedment MS 1.374" 1.314" 1.3/4 1-3/4" r 1-114° 1-t/a° 1-1w 1414 t-v4" 1-114° r 1-w 1-318" (see note 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchote 3.1 4.75"Min QC.t Stand Clip(Flg.1 w2); 390 P. 300 lbs 45008 880lbs 16449* 270168 Z5001s 3540¢ 7401 48808 664Ibs 1182 lbs 3261hs 420]be 560168 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Andrei.@ 226"Mm.O.C./Stmldaid Clip(fig.3): 700 lbs 7001bs 8800s 1410163 9521bs NIA 680169 NIA 630 lbs WA 880 Ibs WA $62 lbs 0401M 112D IbS MULLION.IT WILL YIELD A MINIMUM ANCHOR 8 Anchors(�1.16"Mtn.O.C.I Standard C71D(F79.4): 1160 iDS 1400 lbs WA WA WA WA 78016¢ WA WA NIA NIA WA 1304 Ws 78SD Ibs 2240 0s CAPACITY WHICH MAY BE USED TO QUALIFY 4 Anchors®3°Min.O.C.1(2)2xS Angie Cape(Fig.5); 780 Ms 7801bo 90016s 1760 gm $268 013 840153 580 firs 708 lbs 1450 9>8 936 ib3 1328lira 2384153 862 013 e40lba 912008 ADDITIONAL ANCHOR OPTIONS FROM THE 0 Anchom®3'NSn O.C.1(2)2x5 Angle Clips(Fh7.8): 11700s 117008 102D MS 234003 2844018 81008 64003 WA 1140150 1404146 1320 lbs 3546 lbs 978158 1260168 1680018 ANCHOR CAPACITY TABLE. PRODUCTREVLSED 4 Anohols®0.45 Min,O.C.I U•fop•Into 118"Alum.(Flg.7): WA WA WA WA WA WA N/A WA WA WA WA WA WA WA 1432158 98 Mnplyintg with lira Plarlda 2 Anch9B @ 225°Mi.O.C./F-up(F0.8): 350 Ibs 360 lbs 290 018 7061be 476 Wa N/A 280150 WA $15 lbs OIL* 4401M O lbs 326 Ibs 4201bS 1180 lbs Building Code 1.000° Acceptance No 4 Anchors 1.16°Min,O.C.f F•Clip(Pg.0): 480150 7m tbs WA WA NIA NIA 360168 WA NIA WA NIA WA 8521hs 8g01bs 112003 "`� ExpiraUonXwe lf4 NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. By FIGURE 1: 'FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURES: TABLE NOTES: Mi ado Pmdtmf t • 0 O O • O O • • O O • • • • • F-0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE � 7SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �� '�� '• • ell 4.000" •0 • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. Q' •'•'*• " �� No.58705 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20.ALL FIGURE 5., FIGURE 8: FIGURE P MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES,HOLES MAY BE DRILLED IN THE FIELD A R: • • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. �'•O II 3011 ttl • • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GOUT-FILLED CONCRETE I1aT•• R,ORiDP.•'•�? • BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE .375° 1 7�ss•.......•��; ANGLE CLIP(FIGURES 58.8)MUST BE USED IN PAIRS, WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-75 AND BE A MINIMUM OF.125"THICK STEEL STUDS TO BE A MINIMUM '� T7 1OIVA�- / {l GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.128"THICK AND A38.ALL ANCHORS INTO t'X 4"X.375°MULLION A.LYNN MUER,P.E. METAL SHALL.EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. FL p•E.#68706 t TABLEBA Mullion Co guilty Table Ibsd) �3 Op6nIng UWdth(for vHrGcaUy-9panning mullions)or Opening Height(for horizontally-spanning muuions) 6D In 80In 70 N 80 M so In 100 to 120 In 140 In 180 In 1.25"It Raatargutar T':;1Trian9. Reclangular Trep/Tnar1g. Rmten9Wer Twilarlg, RWangulm TraptTrhwo. R4otarvjw Trepfreang. Rectergiler TmplTdsra Reotarqular fWltsn9• Rectangular TwplT&M Rectenguier TnplTdan9. 0( t= 3.188"x Loading Loading Loatling LwNng Loading Loading Loafing Loading Loatling LoerMg Loading Loading Lcadhtg LOadInO LoadinO twding lnedirg Loading QYn Tube Mug � � �. � � z N 42in 170.0 820 170.0 435 170.0 144 7780 478 170.0 838 170.0 508 170.0 092 176.0 619 170.0 1118 170.0 621 170.0 1240 170,0 521 170.0 1488 17D.0 521 170.0 1735 170.0 627 161.9 1769 170.0 521 d 48 in 170.0 708 170.0 624 170.0 -11 170.0 604 170.0 992 170,0 83e 170.0 1133 170.0 get 170.0 1211 170.0 677 110.0 1417 170.0 881 154.8 1548 170,0 680 132.7 1648 170.0 880 116,1 1548 170.0 860 •"'1 00.0251n 170.p 747 170.0 663 170.0 888 170.0 831 170.6 1048 170.0 884 M170.0 1196 170.0 723 170.0 1348 170.0 747 187.0 1488 170.0 768 739.2 7488 770.0 788 119.3 1489 770.0 768 104.4 1488 170.0 768 64 In 170.0 797 1700 612 170.0 968 170.0 691 170.0 1110 170.0 764 170.0 1275 170.0 003 163.1 1376 170.0 637 14&e 1376 170.0 866 121.3 1378 170.0 861 104.8 1378 170.0 881 81.7 1978 170.0 881 ul O ca 60 In 170.0 006 170.0 701 170.0 1063 170.0 797 166.0 1168 170.0 878 139.0 1168 167.4 030 123.6 1158 158.8 810 111.2 1168 160.0 912 92.7 1168 144.0 906 79A 1188 144.6 006 69.6 1158 144.8 905 � W m 631n 170.0 030 170.0 745 160.1 1061 170.0 860 137.2 1061 155.8 862 120.1 1051 142.D 848 10&7 1051 132.3 837 96.1 1061 126.7 830 80.1 1051 119.6 822 68.8 1051 119.1 621 60.0 1051 118.1 821 {, 6$In 167,1 957 170.0 789 139.3 067 151.6 806 119.4 967 134.0 790 104.4 967 121.6 777 92.8 057 112.8 761 83.6 987 108.8 759 89.8 987 100.0 750 89.7 887 98.9 748 62.2 057 9&H 740 Z 'a�• m 72 In 129.7 004 136.2 808 107.3 804 116.2 Be4 81.8 804 101.3 671 00.4 604 91.A 680 718 804 84.1 650 84.4 804 78.8 849 53.0 804 72.3 833 48.0 804 89.0 829 q0.2 804 88.8 828 ; ' #t J 761n 100.4 722 114.4 890 912 722 97.2 818 78.2 722 85.3 808 864 722 70.7 898 00.8 722 70.3 686 64.7 722 88.6 580 46.8 722 59.1 170 58.1 722 $8.7 BBS 54.2 722 681 684 t$S J 781. 101.2 08S 105.6 800 04.4 686 89.6 688 72.3 885 78.8 577 BS.3 886 70.5 868 58,2 686 64.6 600 60.6 686 8&1 653 42.2 686 54.3 643 36.2 685 51.4 531 31,8 685 60.7 am a tD 90(n 86.0 815 �.0 467 54.0 515 67.6 440 47.1 115 60.1 441 41.2 516 44.7. 434 38.8 516 40,6 428 33.0 516 37.4 422 27.5 616 33.1 413 23.5 515 30.6 407 2D.6 615 29.1 404 1¢4-' iV Q pNp X Z 6 Be In 64.3 463 58.8 404 45.3 483 47.1 387 38,8 463 41.0 381 33.9 464 38.4 386 30.2 453 33.0 379 27.2 463 30.4 374 22.6 48S �,8 368 10.4 A89 24.3 389 17.0 453 22.9 360 00 1061n 38.1 368 30.0 323 31.8 368 52.8 318 27,2 358 28.d 313 23.6 386 28.2 308 21.2 058 22.7 304 18.1 368 20.8 300 10.0 388 18.0 283 177 In 36.1 338 35.8 308 28.3 335 30.1 301 26.1 338 2&1 207 22.0 338 23.2 283 19.5 338 20.9 289 17.6 338 f0.1 788 x Y 120 in 27.8 200 28.3 261 23.2 200 238 280 19.9 290 20.6 260 17.4 2go 18.2 263 76.4 280 1&4 248 C~.) 10 y 144 to 1&1 207 16.3 186 Q < O TABLE 88 ANCHOR CAPACITY ADJUSTMENT FORMULA: Z w R Anchor Capacity Table{Iba) ANCHOR CAP.,,,,,,,,, -3 a 8ub.tnte: 2.76 Corcreta 3.0h C.- H011m CMU Fllied CMU PT Wood Metal (DP_)X( }e ANCHOR CAP.- 6119"Elco 174'9S Elw 8118"Elco 174"SS Elco 610 Steel gig Steel 912 8{eel MULLION CAP•,,,,,,,,,a, Anchor Clip PaBerfls Anchor type: 9116•Eico tntracon u4°Elea ulvacan t9tracon sits°Elw t5lrecw ua•Eleo tnbaeon A9g1e0ator 1,1111acen AggreOator Screw(G6)Screw(G6)Screw(CIS) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge Otelanoe pnk 1" 24'2° r 2.712• 3.178° 1 2.172° P 2-lW r 3-tw r 0AW ow 0324" CAPACITY REQUIRED"CORRESPONDNG TOM Embedrmt Orly. I-We 1-374• 1-314• t-3fA" Y 1.114° t-t/4" t-ua• 1-11V 14v4" t-t!r 2" t-ate° 1-ys• (Sae torte 4) ACTUAL PRESSURE REQUIREMENT FOR THE z Anohon I@ 4.76"Mtn.O.C./Standard C2Ip(Fig,1): ago IM 390Ibs 4501bs ago tbs 184416. 270168 280Ib. 3501 ib. 740 ft 468 Its Bw¢rs 11821.93 328Iba 4201.93 Bap tb. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AtlahcB 1.18•Mtn,O.C./31aMeN CIID(Fig.2}, 4801.9. 700Ibs N/A WA WA WA 380163 WA NIA wA WA WA We Iba 84D Ibe 1120 Me CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchola�3"MIn,O.G!(2)24 Angle Caps(Fig.3): ?Solos 78016. as*lb. 16W on 160 I1n 6401W 560 8n WA 780lbe 930 We Sao Ore 2364 its 0821.9. 8401.9. 11201in MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Almhore®OA5"min.O.C.!U-Gip,ire u8"Alum.(Fig.4): WA NIA WA WA NfA WA WA MIA WA wA WA WA NIA WA 1432 pts CAPACITY WHICH MAY BE USED TO QUALIFY 1 Aaohorl FCtip(Fig.6F 188Ibe 1661be 2261Da 346Ibe 822 On 1351.93 1407.9. 1771ba 37016. 234 tbs 3321.93 891 Ibs te3lbe 210 iba 2801.93 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Archon 1.75.89n,O.C.!F-Clip(F1g.e): 240168 980816 WA I N/A WA WA 1901.93 WA WA WA WA WA 328143 g201be 5801.98 ANCHOR CAPACITY TABLE. PRODUCT REVISED comply(tlg with the Florida NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES s ES AS THE STANDARD CLIP. Building Code FIGURE 1: FIGURE 2: 12.90„� Acccptfm No TABLE NOTES: _ 'tell SDate ~ O 0 Sy, 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION Mi Product ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �t(111 I I)711 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. `\��a� J�e ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188" �'��.• V\CENSE •F'p . • . CUP MUST HOLES MAY BE DRILLED IN THE FIELID FOLLOWING DIMENSIONS SHOWN ON SHEETS 8.20, Q• No.58705 BE USED ��•• IN PAIRS. ,261'GROUT-FILLED CONCRETE CONCRE E BLOCK UNIT SPECIFICATIONS.HOLLOW AND ASTOM C-90.WOOD SHALL ="0 r's'-O(�FIGUR E 4: FIGURE 5: FIGURE 6: ( U BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN 30 OF 0.55.ALUMINUM SHALL BE r •. ST F • O . 8063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND FLpRtpP,.'' • • • .046-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST-125"THICK AND A36.ALL 1.26°X 3.185°X.286°MULLION • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1.1/4°VF MULLION) 7;SS'IONAL�? • A.LYNN11Vtll FL P.E.#58705 TABLE eA 444 ----.---- Mullion Cap city Table bs/R2 Opening Width(tor vanica"pantellg mullions)or Opening Height(fcr horizontally-9panning mulions) In 60 in 70 in 80 In g0 In 100 In 120 In 1401. 160 in ReclerMder 'frep/TdarM RewwMUtar TrepiTdeng. Rect-9.1.r TroplTnang. RwIs Mulw 7 p/Tderg. Rociwlgulw Trap/T4ang. Rectangder T1WTnang. Reoian9War Twitiang. Radangdar Tmp'Tlang- Rectangular Trepltdang. 6S O 2 x 4 x.26 Loading Loadbp Loading Losdi�g Lmdmg Loading Wading Loading Loading L..ftq Loadins Loading Loading Loading Loedag Loading Loading LOetl9M b a U Alum Tube . fe 42 m 170.0 820 170.0 q3$ 170.6 744 170.0 478 170.0 888 110.0 508 170.0 992 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 1468 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 621 O 48 in 170.0 706 170.0 624 770.0 860 1*050U 170.0 802 170.0 830 1700 1133 170.0 661 770.0 1276 170.0 677 770.0 1417 170.0 680 170.0 1700 17D.0 860 170.0 1083 170.D 680 1700 2287 170.0 680 60.8261. 170.0 747 170.0 563 170.0 888 1170.0 104E 170.0 884 170.0 1185 170.0 723 170,0 1395 170.0 747 170.0 t�4 170.0 798 1700 7793 170.0 766 170.0 2(192 170.0 758 170.0 2391 170.0 758 64 N 170.0 787 170.0 612 170.0 958 1 170.0 1116 1TOA 764 170.0 1278 170.0 803 170.0 1434 170.0 637 170.0 1594 1700 868 1700 1813 }70.0 Bet 170A 2231 170.0 881 170.0 2850 170.0 881 LU 800 170.0 885 170,0 701 f70.e 1063 1 170.0 1240 170.0 $78 170.0 1417 170.0 044 170.0 1684 170.0 998 170.0 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2470 170.0 1083 780.8 26M 170.0 1063 rm M 113 In 170.0 930 170.0 745 170.0 1118 170.0 650 170.0 1302 170.0 940 170.0 1486 1700 1015 170,0 1873 170.0 1018 770.0 1859 170,0 1122 170.0 7231 170.0 1189 186.7 2653 170.0 1771 146.9 2563 170.0 1171 r (O �F5j1 88 in 170,0 074 170.0 789 f70.e 1189 170.0 803 170.0 1384 170.0 1002 170.0 1868 170.0 1088 770.0 1783 170,0 1158 170.0 7918 170.0 1210 179,0 2338 170.0 1276 161.8 2437 170.0 1288 132.8 2437 170.0 1288 72 to 770.0 1083 770.0 878 170.0 7278 170.0 1009 170.0 1486 170.0 1126 170.0 1700 1700 1228 170,0 1913 170.0 1318 170.0 2126 170.0 1387 146.8 2184 170.0 1489 724.8 2184 170.0 1620 1092 2184 170.0 1630 ? $g4+ =1 781n 170.0 1122 170.0 937 1700 1348 170,0 7080 170.0 1670 170.0 1209 170.0 1794 170.0 1322 166.1 1000 170.0 1421 148.6 1950 170A 1805 123.8 1980 181.6 1646 106.1 1980 164.0 1636 02.9 1080 152.7 1631 2 W 5 781. 170.0 1167 170.0 987 170.0 1381 170.0 1178 170.0 1811 170.0 1250 170.0 1642 170.0 1388 182.7 1881 170.0 1474 137,4 1881 183.1 1500 1146 1881 1x7.3 1473 98.2 1881 139.8 1459 85.9 1881 137.8 1454 S Ll so In 170.0 1328 770.0 1144 tag 1 1998 168,0 1219 127.8 1388 138.0 1198 111.8 13Be 121.3 1179 944 1388 110,2 1182 89.6 1398 101.6 1147 74.6 ISM $9.8 1122 63.9 1398 827 1105 55.9 1388 78.9 1088 1- J q ee in 147.4 1229 151.6 1088 122.0 1229 127.8 1070 108.3 f229 111.2 1081 92, 1220 98.8 1044 87.8 1228 80.8 1028 73.7 1228 82.4 1018 ef.a 1229 722 093 82J 1229 88.9 877 46.1 1228 82.1 967 IzQ- } 108 N 103,5 971 105.8 877 88.3 971 $9.0 882 74.0 971 77.2 848 84.7 971 BBA 837 67.8 871 61.8 826 67.8 971 58.6 816 43.1 871 48.0 798 37.0 971 44.0 782 324 871 40.8 771 717 Po 85.4 910 87.3 1132 78.6 070 61.9 818 661 et9 70.9 898 69. 919 82.9 794 630 919 68.7 784 47,7 879 61.8 774 38.7 019 44.6 768 34.1 919 40.2 742 29.8 910 87.1 732 CO 1201. 76.5 788 78.8 718 82.9 788 09.6 TOB 63.8 709 65.8 885 47,E 788 48.4 888 41.9 788 44.4 677 37.7 788 46.6 888 31,8 786 34.8 BS3 27.0 TBB 31.0 841 29.8 786 28.4 831 X Y a 744 m 43,7 598 44.2 504 38.4 696 37.0 408 31.2 548 31.0 401 27.3 846 28.2 485 24.3 648 25.3 479 21.8 b9B 22.9 474 19.2 bag 10.6 484 16.6 $46 17.2 486 13.7 648 15.5 448 U X q TABLE 98 q Of O ANCHOR CAPACITY ADJUSTMENT FORMULA: tl Z m O Anchor Capacity Table(Ib9{ ANCHOR CAP.,,„••".` Substrate: 27k Concrele 26k Conn. Hen-CMU Ftlied CMU P'f Wood Metal (DP_)X C 1=ANCHOR CAP., ,7 5116'Elco 14"ss Etw 6°18°Eloo 114°SS Elco Pr10 Steal SI2 Steel 912 Steel MULLION CAP.,,,„,,,,,, Anchor Cgp patterns Arxha type 3116•EH;o Ultracal tla°Eko l5trecon utrecan 3116•Elco Ntremn t/4•Eko UlUawn A00(tata Mantel AggBOeta Screw{C,8)screw(05) Saew(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Dlaltece Itnk 1- 2-1rr I- I 2412• 3ro5" 1° I 2-trr 1° I 2-trr r 3-1/i° r 0.48° 6,&r 0.324• CAPACITY REQUIRED"CORRESPONDING.TO AN EmbetlmBM{Inl: tars° 1ar4• 7-3141 7-314° r 7.14° 1-ip1° 1414° 1-v4° 1.174° -1-v4° r tare° tare (9•e note 4) ACTUAL PRESSURE REQUIREMENT FOR THE z Almh0rs Q4.75"Min.O.C.!&ergard p(Fig.lor U7a 3901bs 450lbs BBO Ibs tea4 ms zm ros z3o ros Sea lba Ta6lbs 4�ros eea tta 1162 ms 929 420ma 660 g,a OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®2er Min,O.C./Standard CUP(FIg•4 740 W 740 Us- 030 g1s t4851bs 1424 W WA 880Ibe WA 895 U7s WA 880 ft WA $621bs 0901bs 1120 we CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anatnre T t.Ti°Wm O.C,I Stemieid CUp(Rg.4): SM Ibs 050 768704 19461ts WA WA 706Ibs WA 790 U. WA WA WA 970 Its 1284 His te80 ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anohae @ S'MUL O.C.7(2)216 Angle CUp9(Fig.5): 7&7 01s to 680w$ 1580 ma 1896 u 640 560 be WA 700 ft e38lbs 880 n7s 2364 aLa sfiz ms Boo Ibs 1120 roe CAPACITY WHICH MAY BE USED TO QUALIFY B is C 1.34- N.O.C.!(2)2x6 Angie CUps(Fig,6): 1170Ibs 1170Iba 10201bs 2340IW 2844 tba 810 014 840 NS WA 174016 1404 ma 132D Ibs 3546Ibs e78tbs .12W We loll 1178 ADDITIONAL ANCHOR OPTIONS FROM THE 3 Andras Q 7.34°NraA O.C./U-CUp,IMO 1/8°Alum.¢�.Tk WA WA WA WA WA WA I4/A WA WA WA WA WA. WA WA 07q ANCHOR CAPACITY TABLE. PRODUCT REVISED 8 Algiers®0.84°Mm.O.C,1 U•CU0.IMO 1/e°Alum(Fig.Br WA WA WA WA WA WA WA __ WA WA WA WA WA WA WA 21 Ibs ns complying with ilia Flarift 2 Andara Q 288'Min.O.C.1 F-CUP(Fig.g): 370 U7s $70 Its 31SIbe 749Ibs 712160 WA 2801be WA 3481bs WA 440lbs WA 320169 420Ibs 56D Ibs Building Code ' 3 Alloinre(101.71"MN.O.C.!F-CIIip IFig.10 3gD Ibs 380 0s 34016s 780 Ibs 098144 270164 2801be WA SBO lbs 488 Iba 440 Iba 11821bs Bm q20 H. 680 Iba Acceptance No CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. iraliond)aW (p FIGURE 1: FIGURE Z: FIGURE 3: FIGURE 4: By • 0 0 0 • o o • • o • • o o • TABLE NOTES: 2.000° ado Ihoduct 44lllt! 7 0 .0 0 0 0 0 0 0 00 0 • o o • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR / �� (�Y M/ r • o o • GENERAL INSTALLATION METHODS. �� ON- '••••• ,�tF i O L-0- • 0 0 0 0 • o o • ` rte`(`.•'�� NS$''•,'Q FIGURE 5: FIGURE 8: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • •' • • 250" 4.1]ox .k: No.58705 • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 78-20.ALL MULLION CLIPS MAY . _ BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON • • SHEETS 18-20. • FIGURE 7: FIGURE 8: FIGURE& FIGURE 10: ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT A STA E O o• •s o o • o o • CMU S ~i0 •..R{OR10?:•'�G� (FIGURES 5&6) ( ) HALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, i •o •• 00 0 0 0 • MUST BE USED ALUMINUM SHALL BE 0063-TS AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK 18 2°X 4°X.25°MULLION 7/ s IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125-THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW o. •• o • o o • THREADS BEYOND THE MATERIAL. A.LYN�tt I(AILL�R,P.E. FL P.E.#68706 1 TABLE 10A Mulfiono act Table(Ibslit2) Opening Width(foru ar60ally-spanrdrg mullions)or Opening Haight(for lmrizontally-spanning mutions) + 50 in 6D In 70m So In 9D In login 120 in 1401n ISO in LL Rectemulaf Tr.pRdaroroi. Rectangular Tfap/Tdong. Rect Ill., TMOTdang, Rectangular TmplTdang. -Rectong 1. T rfTdeng Rer98rq" Tra".ng. Rectang dw T.PF111mlg. RWtwguler Tmp/Tdang. R-0te vId. T,.p'Tdarq). O 2%8x.26 Loafing Loafing Loafing Loafing Loading loedltg Loading Loading LOI&O Loafing LoadnO Loafing Loading Loading Loafing Loading Loading Loading Alum.Tube • •0. px is Mullion � �.� � � � ffi � � ��. � �� •� �� .� � �� 3 g 2 42M 170.0 62a 170.0 435 170.0 744 17MO 478 170.0 888 170.0 bee 170.0 982 170.0 518 170.0 1116 170.0 521 170.0 1240 170.0 671 170.0 1489 170.0 521 170.0 1735 170.0 521 170.0 1883 170.0 621 0 481n 1740 708 170.0 624 170,0 850 170.0 584 17DO 992 17CO 630. 170.0 1133 173.0 MI 170.0 1275 170.0 677 170.0 1417 170.0 880 170.0 1700 170.0 880 170.0 1883 170.0 680 170.0 2287 170.0 680 50.826M 170.0 747 170.0 533 170.0 888 170.0 831 170.0 1048 170.0 084 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 759 170.0 1793 170.0 758 1740 2092 170.0 788 170.0 2381 170.0 766 (Y 64 to 170.0 797 170.0 012 170.0 056 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1494 170.0 337 170.D 1594 170.0 868 170.0 1913 1740 881 t70.0 2231 170.0 801 170.0 255D 170.0 081 LU t? M M 801n 170.0 885 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1584 1740 995 17MO 1771 170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1003 170.0 2833 -170.0 1003 89 in 170.0 030 170.0 746 170.0 1116 170.0 850 170.0 1302 1740 940 170.0 1486 170.0 1015 170.0 IBM 170.0 1076 170.0 1659 1740 1122 170.0 2231 1740 1168 1700 28M 170.0 1171 170.0 2875 170.0 1171 w as to M. 974. 170.0 769 170.0 1188 170.0 003 170.0 1364 1740 1002 170.0 1558 170.0 10M 170.0 1763 170.0 1165 170.0 1948 170.0 1210 170.0 2338 170.0 1276 1740 2727 170.0 1286 170.0 3117 170.0 Me 72 in 170.0 1003 1740 878 170.0 1275 170.0 1008 770.0 1498 770.0 1129 170.0 1700 170.0 1228 170.0 1813 770.0 9315 170.0 2125 170.0 1387. 170.0 2580 170.0 1488 170.0 2976 170.0 1528 170.0 3400 170.0 1530 il„ 5 78 in 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1208 170.0 1784 170.0 1322 170.0 2018 170.0 1421 170,0 2243 170.0 1608 170.o 2882 170.0 1820 170.0 3140 170.0 16% 170.0 3589 170.0 1705 J a. 78N 170.0 1151 170.0 867 170.0 1381 170.0 1718 170.0 7811 170.0 1250 170.0 1&12 170.0 1369 170.0 2072 170.0 1474 170.0 2302 110.0 1564 170.0 2703 170.0 TT00 1740 3223 170.0 1777 170.0 3883 178.0 1798 d rn BO in 170.0 1328 170.0 1144 170.0 1694 1740 1328 170.0 1858 170.0 1488 170.0 2126 1740 1853 170.0 2381 170.0 1793 170.0 2068 170.0 1018 170.0 3108 170.0 2125 1540 3913 170.0 2273 1345 3419 170A 2381 ZQ 9817 170.0 1417 170.0 1232 tt0.o 7700 170.0 1439 170.0 1833 1700 1822 170,0 2287 170.0 1704 170.0 2650 170.0 1952 170.0 2833 170.0 2096 180.0 3189 170.0 2338 137.1 3188 188.8 2470 120.0 3188 159.1 2428 I- g 0 1081n 170.0 1684 1740 1409 170.0 1813 170.0 1647 170.0 2231 170.0 1970 1740 25M 170.0 2078 194.8 2781 170.0 2271 148.3 2781 181.0 2333 123.6 2781 140.4 2261 105.8 2781 126.8 2234 927 2781 119.0 2180 N 1 1111n 170.0 10M 170.0 1454 170.0 1888 170.0 17DO 170.0 2283 170.0 1832 1740 2521 170.0 2148 151.8 2632 162.3 2246 138.6 2032 148.4 2216 113.6 2832 1204 2166 97.6 2632 118.1 2128 864 2832 106.3 2086 x `Y 12017 170.0 1771 170.0 1886 170.0 2125 170.0 1358 164.4 2252 1580 1981 1361 2262 141.4 1904 120.1 2282 127.2 1836 108.1 2282 118.1 1815 80.1 2752 88.6 1872 77.2 2282 888 1096 87.9 2252 67.4 1306 X to 149 In 125.1 1304 128.8 1448 104.3 1584 tv41 1425 88.4 1634 01.5 1407 78.2 1584 80.7 1390 88.5 1564 72.3 1373 82.8 1864 85.7 1358 52.9 1584 68.0 1330 44.7 1604 4$.2 1306 3fl1 1584 44.4 1283 Q N Q n L TABLE I OB _ ANCHOR CAPACITY ADJUSTMENT FORMULA: g a: Anehor CapaGliy Table Ibs} ANCHOR CAR,_: Crete: _ 27k Ooncreta 3.5k Gono. Holton CMU MUM CMU PT Wand Metal (DP)X t ANCHOR CAP.,,,, 8110•Elm ve SS-5116°Elan iM"SS Elm #10 StW #12 Steel 912 Steel MULLION CAP., ,,°, AnDhor Clip PattenlS Anohor Type 3 76°Eico Ulvmm /4 alto U an.n Utwon WIT Eieo Ut.con 14 Elm U moon Aggr.GaW Ultn tO AggreQet°r Sore.(G5)Su-(GS) Sore.(Gg) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Olstance On): 17 2.1/2- r 2-t7z• 3-v8" v 2•ur r 2-vr r 3-ve• 2• 0.49" 4.54° 0.324° CAPACITY REQUIRED"CORRESPONDING TO AN E1lbedmeat(b}: 1.3/4• 1310 1.14" 1-314" 2" I-1/4" i-Iw 1-114" t-v4• 1-114• 1-114° 2• 1-3/a• t-318" esa mte 4) ACTUAL PRESSURE REQUIREMENT FOR THE 2 A1lohom Q 4.75 Min.O.C.1 SiiwM-C (Fig.1 or 21: 390lbs 3801bs 450 In 1 890 lba 16441 M 270 roe 260#M 3841l* 7409e 480 In 694 Iba 11821bs 326 On, 420Ibs BW Las OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors a 4.88"Min.O.C./Standard Clip(Flg.3): 7801ba 760 Ibs Boo Ibe I 1780th. 3004Iha 540Ib4 5801ba TOB lb. 1480 Do 038Ib4 110416. 2384164 55210e 840 IDS 1120 Ms CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Awn=®1.71"MI%O.C./Stendad Clip(ft.4y. 118016e 140018. 101OU 268516. NIA NIA 840lbs WA 1065184 WA WA WA 13041M 1680184 2240184 - MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anchm®r Min.O.C.1(2)2x8 Angle pips(Ftg.S}: 780 His 76016. ego 18s 168011. 1896100 5401bs 5301133 WA 760148 038 roa 880113 2354Ibs 652 the 840lbs 11201bs CAPACITY WHICH MAY BE USED TO QUALIFY 6 AmImm®3"Min.O.G./p8 2x5 Angle 011M(Plg.8): 1530Ibs 1560Ibs TWO 1ba 3120 c 31821130 1D30Ibs 1120 Ibis WA 1520 lbs 1672374 17801bs 4728 0fa 1304123 ISM Ibs 2240lba ADDITIONAL ANCHOR OPTIONS FROM THE 12 Artchom 1.5-Min.O.G./p:)2x6 Angie pipe(Fig.7): 1660 Its 2100 Ih4 144C Ins 37801ba WA WA 13201ha WA _1600 Ibs WA WA WA 1965184 252016s 3380 g1s ANCHOR CAPACITY TABLE. PRUUUCT REVISED 4 Awha,01.34"Min.0,0.1 U-01p.Into v8"Alum.(Fig.3): WA NIA WA WA WA WA WA NIA WA WA WA NIA WA WA 1432Its as co nplyIng with the Fi011dS Building Colo e Anatnm(7g 0.84"Min.O.C.7 U-Cilp.Inre 1B•ANm.(Fig.8y. WA NIA WA WA N/A WA WA WA N1A WA WA WA WA WA 2864 014 2.000°-•-1 Acmilt.n¢o No j 2Anahora 4.88"MI4 O.C./F12Ip(FIB•10y 3801be 38016. 460 Ibs 890 @s 18321ba 270 N 280lba 354 Its 740183 4S8IDa 8621ba 1182 ft. 3281ba 420184 680164 E.(rati 197.18 4 Anahant g 1.71°M1.O.C.1 F-CIIP(Fig.11k 590 Ins 700183 505 The 1298lbs NIA WA 470 Ibs WA am Ibs WA WA WA 852 Un 340 The 1120 Ibs 250" By Miami ado Product ho 1t111tI7tt11 FIGURE 9: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURES:FIGURE 10: FIGURE 11: TABLE NOTES: • 130 0 • e e • s o• • • 0 0 0. . • o o • o o `��O��-,.....,-•f(� i1�� ', 0 0 0 0 0 o a o 0 0 0 0 • o o • •e .0 0 0 0 • ° 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON •''�)CENSE ° LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 8.000 Q 0 e° o o °e 0 0 °e o • °o • o 0 o e o 0 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 58705 - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. - No.58 0 0 0 • o o° o • o o • e • •o .• • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED - FIGURE 5: FIGURE 6: FIGURE 7: a IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. -0 v`VI-11-IFA ANGLE 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED • • • • • ® • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED CORiD. �_.` CLIP i T F P••' (FIGURES YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6083-TO AND BE R MINIMUM OF.125" %(C • • • • • • • • 5.7) THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO 1i SSjQ�A�, MUST BE BEAT LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW • . • • • • • • USED IN THREADS BEYOND THE MATERIAL 2"X 6"X.25" A.LYNN MILER,P.E. PAIRS -_ MULLION FL P.E.#58705 I TABLE 11A Mullion CaPatilly Table Ibslft' - Opening Width(for ver8cally-spanning mul6on9)or Opening Height(for hodzonlaBy-spanning mullions) t;!' 501. so in 7U In 90 in 90 in 100 in 120 in 140 In 160 in u- O RectangWtu TrepRnarlg. ReUan9War Trep7Tderg. Rectanaufar TrapJTdang• Rectatxluier Trep/Tdarig. ReotanpWar TreyTdeng. RectarigWer TreptTdang. RaotargWor Trep/Tdarig. Rectangular 7relNTdatg. Raolenguler Tap/Tde,g. � 1.26"x 2.11" Loading Loadng LoMri; Loading Lo8(0ng Loadina Losdi.g Loadim loading Loe<6n9 Loading L.W.9 Lc"rq Loamrg Loading Loam.g, Loading. Lon<Dng s Y o:2 U x.128"Alum & �. �. �, �, .� _.. .. � Tube Mull _ I T11 4� 4v 11111 .1 � ! 1 Tim 11 P H 1 � z 42 in 144.2 628 167.0 428 12x2 628 148.9 418 103.0 628 138.9 414 90.1 628 134.6 411 80.1 820 134.7 411 72.1 926 134.1 411 80.1 520 134.1 t24 625 134.1 411 46.1 526 134.1 411 J Ott in 88.8 403 iW.9 333 80.6 403 94.7 326 98,0 403 88.4 320 80.4 403 81.4 317 63.7 403 79.1 3t6 48.5 403 78.8 314 40.3 403 76.8 403 78.8 314 90.2 403 78.8 314 --t -_ 60826 in 823 382 91.0 301 88.9 382 78.3 204 58.8 382 71.8 288 91.8 382 07.2 288 45.7 382 84.6 284 41.2 362 83.8 283 34.3 382 83.b 382 83.6 283 26.7 582 836 293 64N a7.8 318 74.1 287 68.b 318 84.2 28t 48.6 318 87.7 268 42.4 318 63.6 283 37.7 '318 80.8 260 339 St8 49.8 2d8 28.3 318 49.1 318 48,1 248 212 S19 68.1 248 80 in 49.8 268 63.1 tie di.2 ZbB 48.7 214 38.3 258 40.7 21U 30.8 288 37.2 207 27.6 268 34.9 204 24.7 25B 33.4 203 20.8 260 32.2 268 32.2 201 ]fib 268 322 201 631n 42.7 234 48.8 200 36.6 234 39.1 199 30.5 234 34,7 192 28.7 234 31.8 188 23.1 234 28.4 106 21.4 234 28,0 184 17.8 234 26.6 234 26.6 183 13.4 234 26.5 183 2 W 681n 57.2 213 39.4 183 J1.It 213 33.7 178 20.5 213 29.8 178 23.2 213 27.0 173 20.8 213 28.1 170 18.8 213 23.7 18B 186 213 22.2 213 22.0 168 11.8 213 220 188 Z (n pj 721n 28.6 179 30.1 166 23.9 179 26.8 162 20.4 178 2Z.6 140 17.9 17e 20.3 147 18.8 178 18.7 148 78 in 28.3 tat 26.4 140 20.5 181 21.8 t37 17.4 161 19.0 135 16.2 161 17.0 133 U 781. 22.8 162 23.6 133 78.8 162 18.9 !3! 78.1 782 17.6 126 N r TABLE 11 B ANCHOR CAPACTTY ADJU8TMENT FORMULA: H Anohor Capacity Table(Ibs) ANCHOR GAP.,,,,,,,„, F" X o Substrate: 7.7k Cologne 3.6kCoro. Hollow emu FlaadCMU PT Wood Matat (OFµ,)X( �=ANCHORCAP.„, rf1 '- MULLION CAP.,•m„",, �-y 8116"Eloo 174`as 21W Bile"Elco 114'SS Qcc 610 Steal #12 Steel 812 Steal pj Artelror Type: 3ri8"Eloo Nlrenen 1/4°Etco UlOacon 3148"Eloo Ul0acml 114°Etco Ntraeon LU X Y ArxhotChp Patterns tutrecan aggrecatar tDtrecon Ag9reGator Screw(G8)screw(06) Screw(G5) USE THIS FORMULA TO OBTAIN THE ANCHOR Eaae O a enea 6 y r z-i!2 1 2 112" 3.118" 1" z-19 r z-1rz r s va^ r o.4e o.Ba° o sza° CAPACITY REQUIRED'CORRESPONDING TO AN Embedment M): rata^ ta14• 1.378° tats^ r t-va° 1-1M^ 1-iM° t-u4° t-ua° 1-+14" r 1-318" 1-3J8" <aee Hate 4) ACTUAL PRESSURE REQUIREMENT FOR THE U ty Q 4 Anchore Mta O.0 1 2x8 Angle Clips OPENING,WHEN IT IS LOWER THAN THE MULLION .- Z O (2) (F19•t}: 780IDa 780IDS 880Iha 1680 @s 1888 the 6401Da 8801ba WA 7801ba 938168 88D IDs 2384 iba 882 ibs 8401bs 14321bs Q.. N CAPACITY(FROM THE TABLE)OF THE SELECTED d m0 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ..� ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 1+1 268"---I PRODUCT REVISED SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. II as comply(eg with the Florida Buildfng Coda 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I Acceptance Na FIGURE 1: I Ex ratio Slaw .4 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. By ® ® ALL MULLION CLIPS MAY BE FACTORY MACHINED IN ® AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN 2,116" Miami ads Pmduc I THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. ANGLE CLIP MUST BE USED IN PAIRS. 126° t 1111 I I t(7 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATK)NS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �� (ON " • .�CF �i� YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.126^ ,•' ENS,,,- '•, A THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046°THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 7.28'X 2.11'X.125 MULLION '�• �' •'.'f'r LEAST.126"THICK AND A36,ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) '* NO.001 THE MATERIAL. � .t� ••. FLORIOP.•'�� /0NAI. A.LYNN NIIL11R,P.E. FL P.E.#68706 x TABLE 12A Mullion Capacity Table(Ibalfe) ------ at Opening Width(for vertica*Spanllirg mullions)or Opening Height(for hod26n1ally-spanning m lflonS) � de 50 in 60 in 70 in a0 m In lm In 120 N 140 in 1801n Rectangular TraP'Trlom. 11%, gLaw Trap7Tdang. Reotan00lar Trapirnsn a Rectangular TmprT4ang Rect.%Lft, TmpfTdvig. Rectangular iraprrdrvg. ReofergWar Trep/Trieng. Rectan9War TmpTdang. ReclarOular Twp/Trteng. a 3.26"30 Loading Loading Loading Loading Loading Loadng Loading Loading Loading Loading Loading Lowing Loading Loarsrg .Loading Landing Loading Loadng cam` U DEG.AL A.-- -- .ii• .�° `4r, Fa �• ` `F, :b• --- & k1B . _ ,= Ag ;r BAY MULL c1t g Z 42 to 170.0 820 170.0 435 170.0 744 170.0 478 170.0 88a 170.0 808 170.0 992 170.0 519 1700. 1118 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 149.1 1740 170.0 521 481n 170.0 708 1700 524 170,0 850 170.0 584 170.0 982 170,0 630 170.0 1133 170.0 881 170.0 1275 877 770.0 1417 170.0 880 1522 1622 170.0 880 130.6 1522 770.0 6� 174.2 7522 170.0 880 50.82510. 170.0 747 170.0 883 170.0 888 170.0 831 770:0 1048 170.0 884 170.0 1195 170.0 723 170.0 1348 170.0 747 184.2 1449 170.0 760 136.8 1443 170.0 768 117.5 1449 170.0 758 102,8 7443 170.0 766 LU O 64 in 170.0 707 170.0 612 170.0 060 770.0 091 170.0 1110 170.0 734 170.0 1275 170.0 803 land 1353 170.0 837 144.3 1353 170,0 868 120.3 1353 170.0 eel 103.1 13W 170.0 881 90.2 1353 170.0 861 m M Win 170.0 885 170.0 701 110.0 1083 170.0 707 167.0 1218 170,0 878 140.1 1218 1700 944 120.9 1218 169.8 936 116.8 1218 152.1 924 97.4 1218 146.1 913 83.5 1218 146.1 913 73.1 1218 146.1 913 8310. 170.0 830 170.0 745 170.0 1118 170.0 850 166.2 1150 188.8 933 131.4 1150 163.0 914 116.8 1150 141.9 888 1051 1160 134.2 885 97.6 1150 128.7 871 76.1 1180 128.2 870 86,7 1160 128.2 870 ? Lu min 170.0 974 170.0 789 152.4 1048 186.8 881 130.8 1049 148.6 8B4 114.3 1048 133.1 868 101.8 1046 128.4 530 81.4 1048 Ilse 530 78.2 1046 700.4 921 66.3 1048 108.2 818 67.1 1048 108.2 818 Z N 72N 140.6 880 1478 704 117.4 880 128.0 748 100.8 680 110.6 734 88.0 880 100.0 722 F33. 4 92.0 712 70.4 880 88.2 703 68.7 860 79.2 88,9 503 880 78.8 888 A4.0 880 764 888 78 In 118.7 7� 1261 890 89.8 790 108.4 578 85.6 780 93.3 883 74.8 790 83.8 882 75.9 843 $8.9 790 77.7 896 49.8 790 85.1 824 A2.8 780 82.1 879 97.4 700 81.6 817 76 bt 110.8 760 115.8 857 92.3 760 88.1 844 78,1 760 86.9 832 832 750 77.1 821 70.8 812 56.4 760 86.7 806 46.2 780 59.A 894 39.6 750 68.2 BOB 34.8 760 85a 9010. 72.1 589 7d.d 600 80.1 883 82.9 Aet 61.3 683 54.8 483 46.1 583 46,9 475 44.4 q6a 35.1 681 40.8 A82 30.0 883 .2 452 26.8 883 33.3 445 228 583 31.8 442 Q m Z 98 in 69.4 405 81.1 443 48.6 495 61.6 438 42.4 488 44.8 A27 37.1 49S 39,9 A21 30.1 415 20.7 495 332 409 24,8 495 29.1 400 212 495 28.8 394 16.8 495 25.0 320 N $10810. 41.7 391 42.6 353 34.8 391 35.8 348 29.8 391 31.1 342 231 391 27.8 337 24.9 333 200 Sgt 22.8 325 17.4 391 107 321 14.9 387 178 316 8 111 in 38.4 370 39.2 338 320 370 33.0 330 27 S 370 28 8 325 24.0 370 25.9 320 228 Ste 10.2 370 20.8 312 16.0 370 18.1 305 W120 N 90.4 317 30.0 289 26.3 317 21.0 284 21.7 317 225 280 19.0 317 19.9 278 17.8 273 V Q O 144 In 17.0 220 17.8 203 Q.•tr0 Z TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: �O Anchor Capacity Table(ibs) ANCHOR substrate: 27k Concrete 3ak Cold. Houm9 CMU F9Iec CMU PT Metal (DP.,)X( e ANCHOR CAP.„, MULLION 6178"FJco 174°SS Eico 6118"Ebo 114"93 qco 910 Steel 912 Steel 912 Stest Anchor Type. 3118"Elco Uitreoan 174°Elod,Ultracon 3110°Elco Utmcon IW Elea Uaracon USE THIS FORMULA TO OBTAIN THE"ANCHOR Ancho7GlipPa6ems Wrecon AWaGatar Uitreoon AggreGator seww(05)Screw(GS) Screw(GS) CAPACITY REQUIRED"CORRESPONDWGTOAN Edge Distance p0.): 1° 2.112• t" 2-172° 3.118° t° 2-vY 1` 2•i!Y Y 3.118° 2" 0.48° 0.64" 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE Embedmant p0.): 1-314° 1314' rata^ t-3M^ Y 1-174" 1.114• 1.114` 1.114` 1.174• 1.114° Y 1.318" 1.318° (see note 4) OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Andra=@S-Min.O.C.f(212x5 Angla t:llpe(Fig.1J: 390 ibs sso Ib8 460 ibe Iba 1700 bs zro wa 296IDs 354105 740 ms .488 bs 7 M 1182 Its $28 Ibs Ibs 580Iba CAPACITY(FROM THE TABLE)OF THE SELECTED a Mchota(g13.b"Mtn,O.C.t(2)2x6 Mete Cops(Fig.2k 780Ibs 780168 Teo Ibs 1670 Ora 270;=12 840 ms 560 to- WA 1120 Ida 936Ica 880Ile 238411. 652 M 840 lbs 1120 Ibs MULLION.IT WILL YIELD A MINIMUM ANCHOR 8 Aldhom tN 271"Min O.C.7(2)2x5 Angle Clips(Fig.3}1 11201bs I 1120 ibs 96816s I 2248Ibs 2254 ibs WA I 8401ba WA 1068 ibs WA 1320168 WA 878(bs 1260 IN 16801hs CAPACITY WHICH MAY BE SD TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE PRODUC'rILBV4SBD ANCHOR CAPACITY TABLE. 0.s complying withtha Flwttsa FIGURE 1: 1 TABLE NOTES: Bail.... ode Accepttmco N0 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATIgN ON LOADING. 'rata n9me f SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. BY Mi ads prodac ntrot FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 1111 i I....... • • o • LL MULLION CLIPS MAY BELFACTORY ACHIN D AND CONTAIN UNUSED HOLES.HOLES OLES MAY BE DRILLED IN 125° 30° ��OENSF/`�F� THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. �. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.25T *i• No 58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED o • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6053-TS AND BE A MINIMUM OF.125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT Ou THE MATERIAL. AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULL ON �flc�•., P A.•.• \�'� �S•..,COR%D, ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LYNN M{LLER,P.E. FL P.E.#58706 TABLE 13A MuWon Capacity Table(Ibalfe '-' ® AYR Opening Width(for veAicalyspannirg mullions)or Opening He(ght(for horizordally-epanni g muPlons) 5010 80 in 7010 8010 MInn 1001n 1201n 14041 1601n 7mp/7rim10. Rtmvdar TreplTdang Rectangular Tmp/Mang. Rectangula7 Trap7Tderg. RRectangular Tmp"Itang. Rectangular TmplTdarg. Froctargula' TmpTdarg. Rectangular TraplTdong.DfiO.AL Loadfrg Lasdirg Loading I4lwiin@ Loadg Loading Laadbg Loading Lwdiry Loading Laadmg Loading Loading Loading Loa®ng Loadbg 8_ F BAY MULL & �. B 8 2 2? 2 ¢ 'i Q¢ '� a: ¢ �✓ffi Q¢ g � ¢ 2 ¢ `1 Q¢ 'Si o 4¢ 42 in 170.0 620 170.0 430 170.0 744 1740 478 170.0 686 1700 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 1700 521 170.0 1488 170.0 521 170.0 1735 170.0 521 700.3 1871 170.0 621 J 481n 170.0 708 170.0 $24 170.0 860 170.0 684 1740 002 170.0 670 170.0 1133 170.0 861 170.0 1276 170.0 877 170.0 1417 1704 8130 163.7 1637 170.0 680 140.3 1837 570.0 880 122.8 1837 170.0 680 J 50.826N 170.0 747 170.0 6133 1740 888 170.9 831 170.0 1046 7700 804 1740 1195 170,0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 147.1 1552 170.0 766 128.1 1562 770.0 758 110.4 7562 170.0 7be 2 W CtS3 54 In 170.0 797 1740 812 1740 1356 1740 801 170.0 1710 170.0 764 170.0 1278 170.0 803 1704 1453 170.0 837 165.2 1455 170.0 856 128.3 1455 170.0 661 110.8 1455 170.0 861 97.0 1SSS 170.0 881 m M 601n 170.0 668 170.0 701 170.0 1083 1740 7BT 170.0 1240 1740 878 157.1 1309 170.0 944 130.7 1309 170.0 896 125.7 13M 193.5 994 104.8 1308 157.1 982 89.8 1309 157.1 982 78.8 130@ 167.1 082 631n 170.0 030 I-MO 745 1740 1118 1700 6513 182.8 1247 170.0 940 142,5 1247 164.6 063 1267 1247 152.8 906 114.0 1247 144.3 952 86.0 1247 13&2 OW 81.4 1257 135.7 936 71.3 1247 135.7 936 § 66 in 770.0 074 170.0 788 170.0 1168 170.0 903 146.4 1189 183.7 985 129.9 1190 147.9 945 115.4 1180 136.6 828 103.9 1160 128.4 914 88.8 1197 119.5 896 742 1190 118.1 893 64.0 1190 118.1 803 Z 110 z &4 72M 181.8 1010 18&8 877 134.7 1010 144.6 SW 116.4 1010 1272 842 101.0 1010 114.7 826 89,8 1010 7068 617 80.a 1010 9&8 807 67.3 1010 90.0 785 67.7 1010 87.8 79D 50.5 1010 87.7 789 '' 7 J 761n 137.4 000 143.8 782 114.8 808 1220 776 98.1 908 107.1 761 85.9 M 98.2 749 7&3 9136 88.2 738 08.7 908 82.3 729 67.3 908 74.7 716 49.1 908 71.2 710 420 908 70.8 708 cd, r 78 in 127.1 861 1325 784 105.9 881 1125 738 130.8 881 88.8 725 78.4 881 88.6 713 70.8 861 81.0 703 61.6 681 75.4 094 840 Bet 88,1 881 444 851 64.5 675 39.7 861 83,7 672 Q Q BO In 827 640 85.4 674 88.9 649 72f $64 59.1 646 62.9 554 51.7 6413 15.1 50.5 48.0 848 849 637 41.4 848 47.0 530 34.6 848 41.6 519 29.5 048 38.2 511 25.9 848 38.5 607 m $ppVpp 90 in 08.2 Se8 70.1 608 56.8 688 59.1 499 467 588 51.4 401 42,8 Sea 45.8 483 37.9 588 41A 476 34.1 Sea 38.1 470 28.4 560 33,4 459 24.3 588 30.5 452 21.3 888 1 497 � � 10810 47.8 449 48.8 406 89.9 449 412 300 94,2 448 35.7 3@3 28.9 449 31.7 387 28.8 449 28.8 382 23.9 449 28.1 377 20.0 449 227 388 11.1 449 244 381 15.0 449 18.9 358 W 71110 44.1 428 46.9 966 36.8 425 37.13 378 91.5 425 32.8 373 27.8 425 28.1 387 24.6 425 28.2 382 22.1 425 Zd.O 388 18.4 426 247 360 16.8 425 tfl6 343 10,' WD rY 120 G7 34.9 384 95.5 331 28.1 384 29.8 328 24.0 384 26.6 321 21.8 384 22.8 317 113.4 304 20.5 313 17.5 384 18.7 309 H 1441n 20.2 263 20.4 233 16.6 253 17.1 230 Q d' z (((O0 TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: � ¢ An 3.6k Cepacibr Table{Iba) ANCHOR CAP., ,,,"„ � Substrate: 2.7k Conorera 3.6k Cone. Hollow Cm Flied CMU PT Wood Metal (DP°)X C )=ANCHOR CAP.- MULLION CAP. ,_ Anchor T 11310'Boo 114"SS Elea 5/18"B410 114'SS Elca 910 Steel 912 Steel 812 Steel Anchor C6p Patterns YPB 3H8°Elco Uitmcon 114°Eico tUtmm� llltreeon 3.ri8°Elco Nhacon 174°Elw Ultracon Aggre Garor UOreoon A9greGetm Sc1eN(05}Screw{G5) Screw(05) USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED•CORRESPONDING TO AN Edge INatmrca 0.n): 1° 2112' t• 2.1/2" 3.1/6• T 2-*U 1" J10191ba 2" 3•V8° Y 0.48' 484° 0.324" ACTUAL PRESSURE REQUIREMENT FOR THE Embedment 9n}; 1-3/4° 1-374" 1.374` 1.3/4• 2° 1.1/4° 1.114° 1.114" 1.1/4° 7.114" 2° 1.318° 1318° (aee rrot84) OPENING,WHEN IT IS LOWER THAN THE MULLION 2-ha9 @ S•Min.O.C.1(2)2x8 Angle Clips(mg.1): 3801 3801bs 4M Ibs 8613 Iba 1700159 2701bs 2801bs 3641108 468 I 72001s 7182160 328Ib3 42D Ibs 6601bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ancbom @ 3.5°Mbn O.C.t(2a 2xS Ande Clips(Fig.2y. 780 ft 780Iba 790108 16701bs 2625Ibs 6401bs SM[he VIA 936 Iba 686 MS 2384159 AO R- 8401 1120 01e MULLION.IT WILL YIELD A MINIMUM ANCHOR 6 At:chom @ 2.77°A91rL O.C./(2)2x5 Attgle Clips(Fig.3): 11201ba 11201bs 958 @s 2248 91a 225416a WA 8401ba wA wA 1320169 wA 978Iba 12801)s 1680 64s CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT RBYISBn FIGURE 1: ANCHOR CAPACITY TABLE. as camplying with the Flmfds TABLE NOTES: Building Code Acceptanca No 2.O • • 1 E.e'at(on vats w 7 SEE SHEET 1 FOR INSTRUCTIONS S CTIONS ON USING D S (P G THE TABLES AN SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By MI ltda Ptgduc FIGURE 2 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 16-20. .(LY M7 ij • • • • ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE DRILLED IN ,125• 45° �� ON•••••••••.j�F �� THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 48-20. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260" * N0.58705 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -' s • • • YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" _ •. THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'•THICK(18 GAUGE}STRUCTURAL STEEL TO BE AT %b•••, LEAST.125°THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45°BAY STq£OFFFF • THE MATERIAL. MULLION :�iP•'•..FI.ORtOP.•'• �: ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A P.E. FL P.E.#58705 -I 1.000" '- -1 1.000" ,.000" 1.000° F-1.266" -�•� �-- � )--. I .126" � a .125" --.125` .125' 2.750" 2.1 Y' .125" 3.125°a�"25" 3.188°2.000" 2.000" uw *25" I 375 375" .6" 70" i•2gb° I 125" to r LL T � I I t -j I t -1 1"X Y X-T6 MULLION 1"X 2'X.375"MULUON 1"X 276"X.375"MULLION P X 2.75°X.650°MULLION V X 3.12'6'X.5^MULLION 1.26`X 3.186"X.286°MULLION 128°X 2.11'X.126"MULLION 6083.78 ALUM. 6083-T6 ALUM. 6063-T6 ALUM. 6063•T6 ALUM. 6083-T6 ALUM. 606348 ALUM. 6063-TB ALUM. g X•SECTION XSECTION X-SECTION X-SECTION X-SECTION XSECTION X•SECTION U7 O r--.125" U-CLIP TABLE A F 0 m 6083-T6 ALUM Dimension Value on) For Mullion: Z z STANDARD CLIP I X-SECTION 2X6 ANGLE CLIP LU 6063-TB ALUM. A 1.825 2.000° I I 2.125" 6063-T6 ALUM. 2 X-SECTION 2.�" X-SECTION B 2.654 1'X2"X.125" Z .125" 126' C 0.895 Aluminum 74 D 0. 0 Tube Mullion U E .460 Min p . Z aN .128° .740'H- UJ ZZ �L A 1.126 5.500° B 2•404 1"X2"X.376" u O •378^ 3.126°-- - CUT HERETO .375° C 0.635 Aluminum -CREATE F-CLIP,SEE MIN. 5.000°- --�{ D 0.490 Tube Mullion U � Q O MIN. DETAIL F,SHEET 4 q .338"MIN. �- .375"MIN. f-- U-CUP E 0.460 Da. Z 0 8063-TB ALUM. -+ -_ --- A 1.876 .� _ � 1.18° I A A I E USED FOR ALL 1"X 2°AND A _ MIN. Q + ,"X 2.76°MULLIONS, B 3.000 1"X 2.78-X O.C. y 'SHEETS 8.8 TOPVIEW 0.3121-1 C 0.757 .376 Aluminum ' 0.31Y G• m'• 3.000°MIN.-- D 1.118 Tube Mullion STANDARD CLIP 2X6 ANGLE CLIP E .450 Min. 6083.76 ALUM. 6083-T6 ALUM. A 1.312 TOPVIEW TOPVIEW B 3.000 1"X2.75"X 338"MIN. 650" U-CLIP TABLE B C O.d76 Aluminum 6083•T6 ALUM D 0.836 Tube Mullion 1°X 31127 X.600° PGT Par# PRODUCT REVISED ,375" A MULL ONLY,SHEETS Mull Dimension(sheet#) E AbOMin. a scomplyingwithdwFWds .375"_ply-� MIN. E TOPVIEW Mullion Std.Clip. OftsetClip U-Clip Angle'Clip A 2.000 Building Code MIN. 1°X2"X.725° Acceptance No ^D 22.ht (6). 68805 666113M 6661118M 666243M 688511 M B 2.637 1•'X 3.125"X bat un{Tatc l�ri I 1°X2"X.375"(6} 656DD6 666114M 6661119M 666244M 668512M C 0.863 .500"Alum By �1�11N. D 1.137 Tube Mull M i ada Froduc YS I ¢ 1"X 2.76"X.375-(7) 88807 686115M 8881120M 888245M 688513M E 450 Mln. ......... III , O.C. f fd,312° a •338"MIN. 1"X 2.75"X.65W(8) 66608 666116M 6661121M 686246M 666614M �� ( y�� A 2.826 \\��\'P ..........(!F 0 CLIP 1"X 3.125"X.500"(9) 66637M SWI116M 8861114M 666242M 668515M B 3.262 1,26"X 3.168° �,�,.• ��GENSF •`• p I! 6083-TB ALUM. 1.26"X3.188"X.265°(12) 60041M W81117M 6661113M 888241 M 685516M C 0.862 X.2651 Alum '• D A MULL ONLY SHEET 12 D 1.782 Tube Mug - *• No.58705 TOPVIEW 1.26"X2.11"X.126"(15) 69370 N/A N/A WA 686517M E .450 Min. E NOTES: j1.2V'XZ11-Xj -0 a ff 3�ft LLI OFFSET CLIP •125"- i STATE OF A 1.813 .121"Alum �loRtDP•' 8083.76 ALUM. 740" 1- -1 - _ 1)ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.IF NEEDED, Tube Mug , 0% �O�F TOPVIEW HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. pit SS tONALG 2)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYNN MILL�Ft,P.E. FL P.E.#58705 740° R Rig 4.000' 4.000" 2.000" � 2.125° U .126" .125" 2.000° �. LN -.126° I �. ,125" N 0 12b"� Z STANDARD CUP U-CLIP 2X6 ANGLE CLIP .125" 6063-T6 ALUM. 8063-T8 ALUM. 6063-T6 ALUM. -r ,37 XSECTION X-SECTION XSECTION m .. 1°X4'X.125,1 1"X4"X.375' 1 -6.600° - W V) p MULLION MULLION 6.000° m Z M 8083-T8 ALUM. 6063-T8 ALUM. _-._-3 125"_ CUT hRE TG -375" 375° O tp X-SECTION XSECTION .376" - 'I _CREATE F-CLIP,SEE MIN. ~ 2.661" MIN. I DETAIL F.SHEET 4 �•� 5... Z .338° Uj'd 1.37'r .126° .450" Q 375" Z 1.15" (� x'''1_0.312" MIN. 0.312°0-7 MIN, t I ` O.C. II Q J 125 I 2.878"E -- I -- F F ¢ F --fl -- Q-- �t Q..Z..wo 30° I Z J 3.250° 30°BAY MULLION Q I - 2.71"MIN.O.0 J r`1 (BAY MULLS) 8 X�SEC710NM I O 0. Q 3.00"MIN.O.C. U Q 0.226" (1°X 4-MULLS) { �.228"J �- ,g81`-� STANDARD CLIP U-CLIP 2Xb ANGLE CLIP 608346 ALUM. 6063-TB ALUM. 8083•T6 ALUM: 3 489• TOPVIEW USED FOR ALL 1" TOPVIEW �\ X 4°MULLIONS. .126" SHEETS 10 811 1,877" TOPVIEW TABLE C II .375°� 8.500" Dimension Value(in) For Mullion: f .376° MIN. F 3.887 1"X4°X.126" I G 1.000 Aluminum 125° 46°� 1.16° n H 2.880 Tube Mullion MIN. 0 312" PRODUCT REV 4SF.D O.C. F 3.187 1"X 4"X.375° ns c unplylt$%vld dce Ftodde Budding Code 45°BAY MULLION 3.260° 2.260" I 3.000" G 0.757 Aluminum A= No 6083-TB ALUM. I I H H 2.430 Tubs Mullion EXirell0 Rde X-SECTION I O Q F 2.813 30°Bay Mull By i F 2.875 45°Bay Mu Miami ad*Pro 0 .226"��-.961"-� GYNN 126° G TABLED 740° Mull Dimension POT Part# (shoot#) Mullion Std.Clip Offset Clip U-Clip Angle Clip *' No.58705 OFFSET CLIP NOTES: 8063T6 ALUM 1"X4"X.125"(10) 69364 666111M 6661122M 666241M 666518M . tt 70 1)ALL MULLION CLIPS MAYBE FACTORY MACHINED AND iOPVIEW 1"X4"X.375"(11) 66610 666112M 6661123M 666242M 666619M ��.' ST TE�F1 CONTAIN UNUSED HOLES.IF NEEDED,HOLES MAY BE DRILLED IN 30 Degree(18) 86849 WA WA WA 6885110M 0, •'• PtOR\OP•••Cj?` THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. �,F 45 Degree(17) 66650 NIA WA WA 6666111M ��r`,S�,SJONPO- 2)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LYIJI{II'OP Ldri,P.E. FL P.E.#58705 L .n TABLE E n Y Mull Dimension PGT part# (sheet Mullion Std.Clip U•Clip Angle Clip I ,125"2"X 4"X.25"(13) 66802 888281 M 666271 M 666LU 2"X6"X.26'(14) 66604 666262M 666272M 686STANDARD CLIP 1 U-CLIP 2X5 ANGLE CLIP 8063-T8 ALUM. 21111° 8083-T6 ALUM. W03-To ALUM.NOTES: X-SECTION X-SECTION 2,000" X-SECTION LL I 1)ALL MULLION CLIPS MAY BE FACTORY MACHINED .125" .126° .125'AND CONTAIN UNUSED HOLES.IF NEEDED,HOLES 'T MAY BE DRILLED IN THE FIELD FOLLOW WG I---1 490"---I I 0 DIMENSIONS GIVEN ON THIS SHEET. 2)SEE SHEETS 2.4 FOR GENERAL INSTALLATION 5.500- E7 METHODS. D:9 2.000"- 3.500"��'''� CREATE FF-CLIP, -5.000" m qo .375'__ `e SEE DETAIL F, •37� ---3.000°MIN.O.C. 375° � Z M MIN. r-8HEET4 MIN. 0.225° .376" --- -- MIN. f' 1 I (' + O Z g m 1.344° 0.312` 4.000° MIN.O.C. 2.888" O.C. I d !i i -- 3.438" Q 3.438" -- ^ � 2"X4'X.25" -V MULLION 0.312" 3.438' Q Z tV 6003-T6 ALUM F- .. Q, X-SECTION I .376" to Z 0 0 O Or MIN. � ° 4 _ J L_ - .837"MIN.O.C. U Q 0 -2.620'--L z f� .250"- STANDARD CLIP U-CUP 2X5 ANGLE CLIP A�. 6083-T6 ALUM. 6063-TB ALUM. 6083-78 ALUM. O TOPVIEW USED FOR 2"X 4' TOPVIEW 8 5.500" MULLION,SHEET 13 CUT HERETO TOPVIEW 3.500" CREATEF-CUP, .375" - 5.000" SHE DETAIL F, 3 00°.376" SHEET MIN. 0.25" MIN.MM. .376° 0_ .375" I I I T 64 1.715" 1.344" [4.312° '♦ I MIN.O.C. O.C. \w� PRODUCTRHVISED � " as complying with the Florida 0.312" I Accepitg Coda Accepttwca No .0 6.00° - --- - 4-.68�8' t+I I -- - Ex 1 n a\t�io�n 250° 6.438" 5.438° 5.438" By a'•d��A••OaPmo•,�\ �•�\Nd.,\Fu law 2"X 8"X.26" O 1 0 MULLON 8083-T6ALUM X•SECTION 1,oC.1. C.E 15.O1N.8R1.S7.\F 0.O.5 O E-.837"MIN.O.C. S O F O 50 2.20'- ?,1 !7(� /( F�A, U-CUP STANDARD CLIP 2X6 ANGLE CUP i�s 8ED FOR ALUM. / S ONA �?`�♦ �TOPVEWM USF�YD FORYXB° 8083-TB ALUM. //t/��I[ t 1`';<<` MULLION,SHEET 14 TOPVIEW A.LYNN HILLIER,P.E. TOPVIEW FL P.E.#68706 � s EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE 13 KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114".THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0%60.0 PSF, j a NO ANCHORS IN HEAD 1)INITIALLY.ASSUMING THAT A 1°WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 32"+32+1"=65°.REFERENCING SHEET 22,THE COLUMN USING ------ -_-_—t_ RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2AW AND WILL MEET OR EXCEED THE REQUIRED X133, �c °� ---- DESIGN PRESSURE OF+60.0660.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USF THE NEXT LARGER SIZE AVAILABLE. -SEE `-SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.76"X.375'MULLION(LENGTH=72',OPENING WIDTH=70*)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF MJD WOULD FENE8TRATION DETAILS, PROWCTB SHEETS NOT BE SUITABLE FOR THIS APPLICATION. c m APPROVAL -3 s� O FROM TABLE 4A,SHEET 8,THE 1"X 2.76"X.650°MULLION(LENGTH=72°,OPENING WIDTH=70")HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE ti 7 OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. MULLION --- — ----�-- LENGTH -- /�— — 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 4 4 ANGLE CUPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 840 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. z N SEE Q=i DETAILS, SHEETS 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J �--2a INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. — L — IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/.50.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 838 LBS.ALTERNATIVELY, m NO ANCHORS INfI W-- INIX--)W SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: F� M 3r —MULL W DTH 636 LBS. r" (50 PSF)X{ >=524.9 LBS (MAYBE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) OPENING WIDTH--- 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL,THE WINDOW FRAME DEPTH IS 2-3/8'.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01-65.0 PSF. c� FOR THE VERTICAL MULLION: r N 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITABLE,THE MULLION LENGTH 1332"+72°+1°=105°AND THE OPENING WIDTH IS 38"+36'+1"=73°.REFERENCING SHEET 22, �Z �. THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318°AND WILL N p EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0%55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. J FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375"MULLION(LENGTH=108",OPENING WIDTH=80°)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/.15.1 PSF MULL WIDTH'_I I'- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION, � 8 < FROM TABLE 9A,SHEET 13,THE 2"X 4'X.250"MULLION(LENGTH-108",OPENING WIDTH-80")HAS A DESIGN PRESSURE OF+/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS Q SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 9T1 LBS. DETAILS, g� 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2`170 THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+35"+2-74",NOT 73"AS PREVIOUSLY PRODUCTS 2.3 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL" THE 73"DIMENSION(36-112'+36-1/2"+2"=73") 2)USE TABLE 98 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VElil'ICALI I CONCRETE HEADER AND SILL ARE S°WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8°,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION - USING THE STANDARD CLIP WITH(8)3/18"ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2-112"GIVES AN ANCHOR CAPACITY OF 1060 LBSWHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS. 6 DETAILS, DETAIL E, CPENING SHEETS 2-3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER H N MULLION TYPE COULD BE CHOSEN. MULLIO 72• RODUCTREVISBD ts 1)THE MULLION LENGTH IS 38"AND THE OPENING HEIGHT IS 32"+72+2°-106",REFERENCING SHEET 22,THE COLUMN USING TRAPEZOIDAL/iRIANGULAR LOADING MAY BE complyutgwith the Florida USED.FROM TABLE 9A,SHEET 13.THE 2-X 4"X.260"MULLION I@ LENGTH-42",OPENING HEIGHT=120")HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE ��ce No ep REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. ix icutiunpatn f(p SEE DETAILS, 2)USE TABLE 9B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8" y SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8°,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X6 ANGLE CLIPS WITH aAe Pr�rr CmM1 2-3 (4)3N 8"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1°GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED I I ANCHOR CAPACITY OF 621 LBS. ON.(1. UL�L6t•JOTH��MUii.LErRicc THr+�'T 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 98 FOR THE U-CLIP SHOWS THE ANCHOR ``�.�'��;••�,�CENSF •'F'P Ih- ---I! CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS.WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE Q' '•.�C QPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. No.59705 _ FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE I5: — +/.04.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 30"HORIZONTAL MULLION ATTACHING TO CMU; 3 (1 +1-170.0 P$F FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION}. l�� STATE F ' 41 THE LOWEST DESIGN PRESSURE IS+/-84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. OR1pP•'••C9\ �'� SbNA1 . VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS.WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNNIV1119A,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58706 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALJI'RIANGULAR LOADING: PIN 1 PW —t- ��F u. -. _ i .11-- A! o 7 } _ _ I n°Y oz� o �.. N SHtDH SH/DH SH10H- pW PW / Z CV a ZL� - i O 1 / j w o LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / to O SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I n HINGED 1 DOOR I SGD z PW I I LOADING OF VERTICAL MULLION N I LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION a � . PW PW PW o f SHtDH SWDH_ j / N 4 U) SHIDH SHIDH Q Q Q Q 4� 4j a Imo 7// � /� SH/DH �LOADING OF VERTICAL MULLION LOADING OP HORIZONTAL MULLION ' 7 1 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I / PW PW HR - --- _ LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL 1 MULLION P HINGED ` 1 DOOR PW PW I NOTES: PRODUCT RCVISCD 1 DRAWINGS ARE n complying with the Flwda RERESENTATIONS OF TYPICAL Acceptauce No PW CONFIGURATIONS. iratio date I(ap PW - - CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM By THOSE SHOWN, iami ade Prot tduct C(n l l j 2)IF THE LOADING TYPE CANNOT LY «(FR'�i BE DETERMINED,USE PW j PW RECTANGULAR LOADING. = 2 AGE Tp5 NW I 3)SEE PRODUCTS'APPROVAL FOR _. Na•68 i �, LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I ACTUAL ANCHOR LOCATIONS. LU PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS j �•'. l� 10D ,t SGD SAN P•. � I 0k*'•...FLOR�Q•'��` LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYNN MILt'�k,P.E. MULLION MULLION FL P.E.#88708