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PLC-12-1320Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 175950 Permit Number: PLC -7 -12 -1320 Scheduled Inspection Date: August 17, 2012 Inspector: Hernandez, Rafael Owner: SCHOOL INC, MIAMI COUNTRY DAY Job Address: 10653 NE 6 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: TRIPLE J PLUMBING INC Permit Type: Plumbing - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)759 -2843 Parcel Number 1122310120010 Phone: (305)558 -0596 Building Department Comments PLUMBING FOR BATH AND KITCHEN RENOVATION. RESET 5 FIXTURES Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 16, 2012 For Inspections please call: (305)762 -4949 Page 4 of 17 BUILDING Miami Shores Village i- ECEWWED Building Department JUL 1‘2112 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 Permit No. 17.� -1 PERMIT APPLICATION Master Permit No. (L. (2 1 .� Permit Type: PLUMBING JOB ADDRESS: V 10 5 1"-a (p q ve City: Miami Shores County: Miami Dade Folio/Parcel #: zips3 Is the Building Historically Designated: Yes NO V Flood Zone: 'v 0 M\ Oxv' i Coolcm-(vi-ulki CO.Iiflo0 OWNER: Name (Fee Simple Titleholder): Phone#: Address: (0 (0 5 B 1N E • ( RV e_ - City: 1M ti C f i t� V �► Q� e S State: H. Zip: 33 (3 g Tenant/Lessee Name: 1 V / Email: `CT S >ti l `, Off) i1* CONTRACTOR: Company Name: Te■ l ' 1, tot-c4 71.-N Phone#: 00?) —01S 9 Address: �?� i� 34'1 q' `4 R1�, - 9 City: 'WI I it Gik cam. f 4 O State: CL.. Qualifier Name: 0 U; 1 �r7 Z Phone#: Zip: O t Phone #: C 30 -'2 930' State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ < cA) Square/Linear Footage of Work: Type of Work: ❑Address UAlteration UNew ❑Repair/Replace C 1d1�r Description of Work: molition *** ** * * ** *: x******* * * ************* *:x:n*** Fees * **** * * * * ** x***** ********* ** * * * ** * * * *x:**** Submittal Fee $ Permit Fee $ 700 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ p TOTAL FEE NOW DUE $ _ �% 1'tr, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issu <_ _a the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledge g before Signature �� /� mre-t-his The fore day of 1 t , 20, a ; by Mc -OE rl4 ` : �� 1 (Who is personally known tr who has produced As identification and who did take an oath. NOTAR PUBLIC: Sig n: Print: LI 1t ac\o. Nev v\ &war-, v :C g day of who is personal Contractor trument was acknowledged before me this , 20 ('Irby CGOO own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: MY * MY COMMISSION # EE 022341 _ t EXPIRES. November 21, 2014- r wed Timi Budget Notary Services My Commission , ;: , es: My Commission �s: @a LILIANA CUEVAS Notary Public - State of Florida Commission # DD 881908 **************e*e******** x�e«ee*** * **** * * *ee * *ex�eee *e * * *****eex� ai�atlonal Assn. APPROVED BY 7 -7fr (2....A3lans Examiner Zoning Structural Review Clerk (Revised3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Miami COUNTRY DAY SCHOOL June 26, 2012 RE: 10653 N.E 6 Ave., Miami Shores, FI. 33138 Folio # 11- 2231 - 012 -0010 To Whom It May Concern: Mr. Gary Butts, Chief Operating Officer is an authorized signer on behalf of the corporation, Miami Country Day School, Inc., owner of the above addressed property. Sincerely, Anne Paulk, President Board of Trustees Miami Country Day School, Inc. aTflq.\\v) 46\Mcifo'N (0 2(0112- 'Wi G{laN-eV q.� 601 Northeast 107 Street I Miami, Florida 33161 1 305.759.2843 I Fax 305.759.4871 I www.miamicountryday.org Every Student. Every Day. cc,,Q i qce7 1CLS3kjUo IN-Kew pri P & Z STRUCT PL EL MC BLDG NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE .108 SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I I— L Z 1 •r 012- 01 0 STATE OF FLORIDA: COUNTY OF MIAMI -DADS THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes. the following information is provided in this Notice of Commencement. 1. Le5l des U Q f ro d street/ 1 11111111111111111111111 .1111111111111 I I 1 11111 CFN 2012R0479259 OR 8k 28179 F's 2917; Ups) RECORDED 07 /C ►9/2012 10:57:40 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office F ' PTV . 1-41-58 LA-S 2. Description of improvement: 5 ��I�i.iid�:'t. 3i 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. t r-e 5 -33x3 Car tlentri mac, .3 AD Ai -C; f5ZS'+ 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number oxl y- 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. „' i' ) Name, address and phone number 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recadug urdess a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS. UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK • OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) o Own Prepared By 'C Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The fo • oing i i was a By b r ed Officer/Director/Partner/Manager Prepared By Print Name rue/office ged before me this day of �� , Individually, or ❑ as for Personally known, or ❑ produced the following type of ident fi Signature of Notary Public: Print Name: I �i1�111I111 = 1 (SEAL) VERIFICA ON PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or By ULUWA CUEVAS Notary Pubpc =statectFlorida —. Comrn on • DD 881908 My Comm. Expires Apr 20, 2013 Bonded through NotionoI Notary Assn. Officer/Director/Partner/Manager who signed above: TPA OF FLORIDA, COUNTY OF MOE ofmovaimmilatakuma rune, qua In ids Gale 00.- -- —daY . A.D. 20, . Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: i0(0 5'3 e" .(D PS ■V R , CEIVED JUN 29 012 FBC 2010 Permit No. Master Permit NoCi L 1 ICI c40 ROOFING City: Miami Shores County: Miami Dade Folio/Parcel#: � ' rv3 (— — 0 t o Is the Building Historically Designated: Yes NO 17 Flood Zone: NO OWNER: Name (Fee Simple Titleholder):' " ` � R" 1 C bU ` ` c4 phone#: Do ' L ` Address: 0 lD S3 N P V e. City: t ` A. l alt(‘ State: r • Tenant/Lessee Name: 1%4,1 ,r� 1 1 Phone#: Zip: 3S 1 3 g 3-213S Email: b okk C% V v V 1 Q NINA d a 9 s 0 C.9 CONTRACTOR: Company Name: 1—d C& 1/\ I4% c.GJ PA4l Phone#: 30C" l V9- f YO Zip: Address: 3 6 C) IV & / S Z `il' City: 1/111dimi State: r' Zip: 3 ?/6 2 Qualifier Name: d✓i t ! ( u 16,- (Al 'eJ $ Phone: 367-- 1 `90od State Certification or Registration #: 1 (9,0 t, 0 til S %3 Certificate of Competency #. J c q i u �O' c. Contact Monett: 3 o 5' S f �' �tC) Email Address: ka.vinw►ir a�vJ INA. V ei 5.49 Soatk ip -N' a DESIGNER: Architect/Engineer: 6 Mai f.4L� N ec. Phone#: I q tD w� �6 O Value of Work for this Permit: $ S LYS'®®& CA Square/Linear Footage of Work: L. % Type of Work: OAddition Nytiklteration ONew ORepair/Replace ODemolition Description of Work: c� (,1) 1 ease @aA�...c r -t4 . (et a ile.111All&A Color thru tile: Od Submittal Fee $ Permit Fee $ /356 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 9C.) 0 r TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State tv\-- 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 FT FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the sence of such posted notice, the inspection will not be approved and a reinspection fee will be charged The foregoing da o Owner or Agent instrument was acknowledged before me thi 8 ` 201,by c,Gos -lt 3U who is personall known to me NOTARY Sign: Print My Commissi r who has produced As identification and who did take an oath. UBLIC: u -e LIUANA CUEVAS Mary Public - State of Florida Commission B DD 881908 Comm. E> es Apr 20, 201 * *a. *es•s•e•w *** APPROVED BY 'tea efil'ue 3 • Signature Contractor !� The foregoing instrument was acknowledged before me this i dayof ti , 20 by94 NIr- -.- ‘11 who is personally known to me or who has produced as identification and who did take an oath. 041 Plans Examiner Structural Review � ci 1� (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06/1 vised 3/15/09) NOTARY PUBLIC: t0000lu I IIN/p c\811 4071/149%21/18 My Commission Expire* , Commis P(/®`lt ;) amnnm Sign: Print: Zoning Clerk Miami COUNTRY DAY SCHOOL June 22, 2012 RE: 10653 N.E 6 Ave., Miami Shores, FI. 33138 Folio # 11- 2231 - 012 -0010 To Whom It May Concern: Mr. Gary Butts, Chief Operating Officer is an authorized signer on behalf of the corporation, Miami Country Day School, Inc., owner of the above addressed property. Sincerely, Anne Paulk, President Board of Trustees Miami Country Day School, Inc. X4Sk k�o�un r•-() \Me 62\TO-, W'konik. c 4 ; I ° p., LILIANA CUEVAS Notary Public - State of Florida Commission # DD 881908 ' fp,;e:" My Comm. Expires Apr 20, 2013 Bonded Through National Notary Assn. ■ 601 North o a 1 3 9.2843 1 Fax 305.759.4871 1 www.miamicountryday.org Every Student. Every Day. JUN -21 -2012 THU 04 :28 PM WEINSTEIN,JONES & ASSOC, FAX NO. 3056653236 P. 01/01 OP ID: Am DATE (MM/DPNYY1/Y) 06121112 kcoRD CERTIFICATE OF LIABILITY INSURANCE `� EXTEND OR ALTER THE COVERAGE AFFORDED BY INSURERS), POLICIES THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON 'THE CERTIFICATE HOLDER. THIS BELOW. DOES R NOT AFFIRMATIVELY OF INSURANCE E DOES NOT TLC CONSTITUTE AMEND, EN THE ISSUING BELOW. THIS CE O� R OU �� AND TTHE � DOES CA � HOLDeR. A CONTRACT t b9 ed. it SUBROGATION IS WAIVED, subject to IMPORTANT: ANT If t 9 SUBROGATION not CALVE rights to the policies may require an endorsement. A statement on this certificate does IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pol)cy(ies must certificate holder In li of such endorsement s ) RODUGER IEINSTEIN JONES S ASSOCIATES ; ORA �GABI-ES, F 33146 D., #29 21CK ROLFS INSURED DAN'S CARPENTRY, Inc. DANIEL GUALTIERI 360 NE 152 ST MIAMI, FL 33162 C : 305. 665 -2622 306.665.3236 GO PPpM� GDO�N�E AoP4 --- - - - - -- prmbucEa DANSC- 1-- ,-- - - - - -- ...C4LSI4NI 1R#L— — ___ INSURERM AFFORDING COVERAGE - - -- INSURER A:COLONY INSURANCE CO. 1 -- - - - - -- INSURERO: , - -- • - -_ INSURER D t • INSURER F — REVISION NUMBER: COVERAGES TERM OR CONDITION OF ANY CONTRACT OR OTHER SED DOCUMENT IS SUBJECT RESPECT C TO WE TERMS, THIS IS TO CERTIFY THAT THE POI- IC11 =S OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED N�EA ASO'V>= FOR THE POLICY PERIOD CERTI CERTIFICATE NOTWITHSTANDING ANY REQUIREMENT, H OWN MAY WAVE SEEN REDUCED 6Y PAID CLAIMS. - - -- TE AAAY BE ISSUED OR MAY PERTAIN, THE INSURANCE. AFFORDED � THE POLICIES - - -- CERTIFICATE NUMBER: CERTIFICA _ — p0� VP EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN - -- M ,` �� , o>aC�EatP u PouCY NUMBER N R - -TYPE Of INSURANCE EACH GCCO -- GENERAL LIABOJTY X COMMERCIAL GENERAL LIABILITY C DACE L I OCCUR GEN'L AGGREGATE PRO- APPLIES PER: POLICY LOC AUToeoeiLE uArnLITY ANY AUTO _ ALI.OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 11 UMBRELLA UAB saws LIAR DEDUCTIBLE R ON fb WORKERS COMPENSATION AND Ott' LIABILITY Y! OFFICER/MEMBER daR/M M ER EXCLUDED? if yes, escribe under DESL�R PTION OF 0 E . TONS below OCCUR CLAIMS -MAD GL3743094 12113111 300L!, n $ CO M Ee— 7 - -- 5,00, MUD ime (An" rVA— S - - - -- 300,00 PERSONAL & ADV INJURY $ 300,Otj' GENNERALAGGRE ATE— $_ -- 300#00' PRODUCTS -CQMPfO? AGG �+ - - --- COMBINED SINGLE UNIT $ (Eaaoddent) - - - - -- BODILY INJURY (Per person) $ — — — — BODILY INJURY (Per eeoldent) S - - -._- PROPERTr0AMAGE (PerecoMent) -- - - - - -- $ —.— DESCRIPTION N OBATHRt)O RCNOvATIEHlGL S (Attach ACORD 101, Additional Remarks Sod CERTIFICATE HOLDER Miami Shores Village Building Department 10050 N.E. 2 Avenue Miami Shores, FL 33138 ACORD 26 (2009/09) elute, If more Spite° It' requtrodl CANCELLATION EACH OCCURRENCE AGGREGATE — -- of ° E.L. EACH ACCIDENT E.L_DISEASE • EA EMPLOYE E.L. DISEASE - POLICY LIMIT s $ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE RE IN THE ACCORDANCEIWITH THE POLICY ROVISIONS� WILL OWED REPRESENTATIVE A 11 ®19882009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD • Alt��.. °R °" CERTIFICATE OF LIABILITY INSURANCE BATE Mt RmYYTY) 1 06121112 THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder b an ADDITIONAL INSURED, the policyttes) must be endorsed !f SUBROGATION IS WAIVED, subject to the terms and conditions'of the policy, certain polities may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In ilea of such endorsemol ). WEINSTEIFI .JONES & ASSOCIATES 30546 5 -2622 &916 PONCE DE LEON BLVD MB 305.668 -3236 'i4 ' e, L�><ae I FAX Nek CORAL GABLES, FL 33146 1 BLVD, 'RICK ROLFS p.1 OP ID: AM MIMEO DAN'S CARPENTRY, Inc. DANIEL GUALTIERI 360 NE 152 ST MIAMI, FL 33162 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDrION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS seatCERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU. THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MIL TYPEOFINSURANCE ABDL8118R GENERAL LIABanY coreeincbu emu&L uses.nv cuums.mADE El OCCUR P WOOER CUSTOMER ro s:DANSC -1 INSIRtEt(S)AFFORDING COVERAGE INSURER A :COLONY INSURANCE CO. NAM $ INSURER B: INSURER C : INSURER D : ENSURER E: INSURER F: GEM AGGREGATE L LMITAPPUES PER vats ■ POLICY AUrONIOBILEUA81LnY ANYAUTO ALL OMED AUTOS SCHEDULED AUTOS NIREDAUTOS HC •oweroAUTOS LOC GL3T43094 UMW $ S MED E ( aia mean) 1 PERSONAL &AOY INJURY $ GENERAL AGGREGATE PRODUCTS- CONNOPAGG UMBRELLA (AB EXCESS UAB COMBINED SINGLE LIIDT (Ea =Welt) s $ a $ 300,000 100,000 S,00 300,000 300,000 300,000 BODILY ULURY (Per person) S ODDLY 1NJURY(Pera nt) 3 PROPERTY DAMAGE $ OCCUR CLAMS..M E DEDUCTIBLE RETENTION $ WOOERS 11oe AND SAP LOVERS" L/ABIUTY ANY PR MPARTN Y plaI at ,y In NH) OCCLUDED) grecRBrnd mON PO ERATIONS below EACH OCCURRENCE s AGGREGATE NIA KIT ATHROOM RENOVATIONS BE/ (Allaed ACORD YSr, Addtl(oLLaI Remake Balmdule, Near specs Is wawa/egg CERTIFICATE HOLDER TOORRYTL MILS FR s EL EACH ACCIDENT E.L. DISEASE- EAHNPLOv $ EL DISEASE - POLICY LIMIT 1 S Miami Shores Village Building Department 10050 N.E. 2 A}renue Mom' Shores, FL 33138 ACORD 26 (2009108) IMMUNE= ED REPt NTAT1VE QA '1i ,-- 0 1988-2009 ACORD CORPORATION. All tights Nerved. The ACORD name and logo are registered marks of ACORD CANCELLATION 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED CD BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. JEFF ATWATER CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFiCATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS, COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation Jaw. EFFECTIVE DATE: PERSON: 09 -3C -2011 p.2 11/17/2011 EXPIRATION DATE: 11/16(2013 GUALTIERI DANIEL FEIN: 592523374 BUSINESS NAME AND ADDRESS: DAN'S CARPENTRY INC 360 N E 152ND ST MIAMI FL 33812 SCOPES OF BUSINESS OR TRADE: 1- REMODELING 3- CABINET BUILDER /INSTALLER 2- CARPENTRY 4- CABINET INSTALLER /BUILDER IMPORTANT: Pursuant la Chapter 44D - 0611x), F.S., an officer of a corporation who elects exemption tram this chapter by filing a certificate of election under this section may not recover benefits or compensation under Ibis chapter. Pursuant to Cbopter 440.05(72), F.S., Certificates of election lo be exempt... apply only within the scope el tae business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.051)3), F.S., Notices of election to be exempt and certificates of election to be exempt shell he subject to revocation if. at any time after the Ming of the notice ar the Issuance or the certificate, tie person named on the notice at certificate no longer meets the requirements of this seating for Issuance of a certificate. The department shall revoke t certificate al any time for lailure of the named oa the canniest° :o meet the requirements of this section. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 Verson 11UESTI0NS7 (850) 413 -1609 * PLEASE CUT OUT THE C STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE INDUSTRY IFICATE OF ELECTION TOE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 11/17/2011 EXPIRATION DATE: 11/16/2013 PERSON: DANIEL GUALTIERI FEIN: 592523374 . BUSINESS NAME AND ADDRESS: DAMS CARPENTRY INC 360 I; E )S2ND ST MIANL FL 33612 ARD BELOW AND RETAIN FOR FUTURE REFERENCE SCOPE OF BUSINESS OR TRADE: 1 • R MODE.ING 3- CABIN�7 2. CARPENTRY BUILDER/ISSTALLER 4- CABINET INSTALLER/B6ILDER IMPORTANT a Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this Section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(121, F.S., Certificates of election to be R2 exempt.., apply only within the scope of the business or trade listed on the notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices cf election to be exempt and certificates of election to be exempt shall be subject to revocation f, at any time after the filing of the nctice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. 3OIEST)O'VS7 (850) 413 -1609 CUT HERE a• Carry bottom portion on the job, keep upper portion for your records. VC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET32399 -0783 TALLAHASSEE GUALTIERI, DANIEL J 3360'NEC152NNDD INC MIAMI FL 33162 • p.3 (850) 487 -1395 Congratulations) With this license you become cne of the nearly one million Floridians licensed by the Department of l3us' - <ss and Professional Regulation. Our professionals range architects r from boxrs to babeque restaurants, and ty ep F oda's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new licensel DETACH HERE The BUILDINGCONTB:C Named below.. :IS::CE TIFIB Under the pprcv li4on ,low Expiration, date': AUG :31;; GUALTIERZ,. DAME DAN'S ;CARPENTRY . 13.. 360 NE .1S2ND; STREET MIAMI I MIAMI -DA DE COUNTY 140 COLLECT ST. 1st FLOOR MIAMI, FL 33130 .K 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER BA - ART. 9 S 1D 059106 -6 BUSINESS A NDAN PENTRYINC 360 NE 152 ST 33162 UNIN DADE COUNTY OWNER CARPENTRY INC Sec T pe of BusIn B 196 SUB - GENERAL BLDG CONTRACTOR WORK 10 BUSINESS TAx RECEIPT A7 1 O DOES I177 PERMIT THE hOLDER TO VIOLATE ANY EAISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES NOR 00E8 ,T FXEMP7 DO NOT FORWARD HOLDER FROM ANY OTHER PERMIT OR LICENSE REOUIREO BY LAW. THIS is nHE WA ER'S OU.LMlICA- DAMS CARPENTRY INC nows. DANIEL J QUALTIERI PRES PAYMENT RECEMEO 360 NE 152 ST COL/E.MIAMI- CADECOUNTY TAX N MIAMI BEACH FL 33162 TOW 08/23/2P11 09010041,u01 000075.00 SEE OTHER SIDE p.4 FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL • PERMIT NO. 231 RENEWAL RECEIPT O 059106 -6 STATE# CBC045573 1,1111,11111,111,1J, II,JII, 111111 ,IIII1111i1/111,ff1111t;1i1 ccca-i\otc, STRUCTURAL DESIGN CALCULATIONS for WINDOW /DOOR REPLACEMENT MIAMI COUNTRY DAY SCHOOL — SOMMERS HALL 10653 NE 6th Avenue Miami Shores, Florida 33138 HEA Project No: 12 -044 T -140 June 8, 2012 Pages: 11 +cover HALLIWELL ENGINLE 'NG�I r �� EB No. 57S 20801 Biscayne Blvd, Suite Aventura, Florida 33180 Tel: 305 -5770 Fax: 30933:3 Athanasios Tom Marinos, P.E., Si. . Civil /Structural Engineer FL Reg. No. PE51562 •• • . fr • I. .•∎I :,•. . • . •• ... .. • •• • ••. • • • •.• ... •. • • . • • • • • • • • • • • .• • • • • • • • • • • • • .• • • • • • • • • • 1 • •.• • • • • • • • ••• • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •. .• • • • •• .• • • • • 080 • • ik.ko "t`I HALLIWELL ENGINEERING ASSOCIATES Aventura Corporate Center 20801 Biscayne Blvd. — Suite 505 Aventura, Florida 33180 (305) 933-5770 JOB 1-0.40 SHEET NO OF CALCULATED BY kriffi DATE 06 t CHECKED BY DATE SCALE • • •• • • •• • • • • • ••• • • • • • • •• PRODUCT 204-1 (Single Sheets) 2054 (fadded) WINDXpert 1.10(B) © 2006 -2012, All Rights Reserved Project ID: 12 -044 T140 A/E Professional: Tom Marinos, P.E., S.I., SECB Project Location: 10655 NE 6th Avenue, Miami Shores, Fl 33138 Halliwell Engineering Associates, Inc. License No.1016- 2012 -10 Billing Ref: 12-044 BUILDING /STRUCTURE INFORMATION Code Reference: ASCE 7 -10 Eave Height: 12.00 Ridge Height: 18.00 Mean Height: 15.00 Dimension (B): 67.00 Dimension (L): 50.00 Roof Slope: 3.50 to 121 Degrees: 16.26 Gust Factor. 0.85 Rigid Structure Risk Category: II Building Exposure: D Roof type: HIP CONDITIONS Directionality Factor(Kd): Used with Load Combinations specified in Section 2 of ASCE 7 Topographical Factor. 1.00 • • Beijding;Type: ENCLOSED • • Wind Speed: $ 75.0 Ka:•4.Oa• • qz: b8.6$ • . • a: 5.0 • • • •••• • • • •• • • • •• • • Building Type •••• •••• • • • • • • •••• •••• • PRESSURESSI•JQU/N ARE ULTIMATE WIND PRESSURES US,V ,1ts -Wind Speed jnogUe( pvatlons,dlsfances,eccentricity are measured In Feet;Areas In square feet (si);Pressuwes are in pounds per square foot (PSF);Shear In pounds (lbs);Moment Torsion In pounds -foot (lbs -ft) • • ••• • •• • Clll 9bta+Tom\Docements\HALLIWELL \12 -044 Summer Hall, Miami Shores, FIV1nalysis \wind analysis.wnd • ••• Page 1 of 6 WINDXpert 1.10(B) © 2006 -2012, All Rights Reserved Project ID: 12 -044 T140 A/E Professional: Tom Marinos, P.E., S.I., SECB Project Location: 10655 NE 6th Avenue, Miami Shores, Fl 33138 Halliwell Engineering Associates, Inc. License No.1016- 2012 -10 Billing Ref: 12 -044 Wall Pressures -Main Wind Force Resisting System Elevation Kz qz Windward ( +GCPi) Windward ( -GCpi) Leeward ( +GCpi) Leeward ( -GCpi) Sidewall ( +GCpi) Sidewall ( -GCpi) 18 +1.06 70.64' 15 +1.03 68.64 12 +1.03: 68.64 +35.68 +34.32 +34.32 +60.39 +59.03 +59.03 -41.53 -41.53 -41.53 •• • • • • • • • • • • .. • • • PRIZIKIN • • • • • • • • • • • • • •••• • • • • • • •• •• • • - 16.82 -16.82 -16.82 -53.20 -53.20 - 53.20! Wall Pressures -28.49 -28.49 -28.49 .••• •••• • • • • • • PRE.SSURESAIZ (N ARE ULTIMATE WIND PRESSURES U$14,ks -Wind SpeadMripanratIons,dIstances,eceentricIty are measured In Feet;Areas In square feet (s0;Pressures are In pounds per square foot (PSF); Shear In pounds (lbs);Moment/Torslon In pounds -foot (lbs -ft) • • • ••• • •• • • Csers \Tom\Docements :\ U \HALLIWELL \12 -044 Summer Hall, Miami Shores, Fl\Analysis \wind analysis.wnd ••. • Page 2 of 6 • • • .• • • WINDXpert 1.10(B) © 2006 -2012, All Rights Reserved Project ID: 12 -044 T140 A/E Professional: Tom Marinos, P.E., S.I., SECB Project Location: 10655 NE 6th Avenue, Miami Shores, Fl 33138 Halliwell Engineering Associates, Inc. License No.1016- 2012 -10 Billing Ref: 12 -044 Roof Pressures -Main Wind Force Resisting System Location NORMAL TO RIDGE (8 >_ 10°) Do Windward (Minimum Cp) Windward (Maximum Leeward Overhang Top (Windward) Overhang Top (Leeward) Overhang Bottom (Windward) PARALLEL TO RIDGE (All 8) Distance from Windward Edge: Distance from Windward Edge: Distance from Windward Edge: Distance from Windward Edge: •• • • • • • • •• • •• • • • • • • • • • • • ••• • • • • • • •• • •• •• 0 to 7.5 ft 7.5 to15.Oft 15.0 to 30.0 ft > 30.0 ft Elevation Cp (min) Cp (max) Pressure( +GCpi) Pressure( -GCpi) 15' -0.48 15; 15 15 -0.53 - 0.48 -0.60 +0.80 -0.90 - 0.90 -0.50 - 0.30 +0.01 -0.53 -0.48 +0.80 -0.18 -0.18. - 0.18 -0.18 Roof Pressures -40.36 -15.65 -11.77 +12.94 -43.28 -18.57 - 40.36 -15.65 - 47.36 -22.65 +34.32 +59.03 -64.87 - 64.87 -41.53 -29.86 -40.15 -40.15 -16.81 -5.15 •••• •••• • • • • • • PRESSURES QWN ARE ULTIMATE WIND PRESSURES US419Its -WInd Speed jpet(j,gI vatIons,d/stances,eccentdcIty am measured In Feet;Areas In square feet (M );Pressures are In pounds per square foot (PSF);Shear In pounds (lbs);Moment/Torslon In pounds -foot (Ms-ft) • • • • ••• • •• CUsersiTom\DocumentsmA :\ LLIWELL \12 -044 Summer Hall, Miami Shores, FI\Analysis \wind analysis.wnd • .•• Page 3 of 6 • • • • • • • • • WINDXpert 1.10(B) © 2006 -2012, All Rights Reserved Project ID: 12 -044 T140 A/E Professional: Tom Marinos, P.E., S.I., SECB Project Location: 10655 NE 6th Avenue, Miami Shores, Fl 33138 Halliwell Engineering Associates, Inc. License No.1016- 2012 -10 Billing Ref: 12-044 Wind Load Cases -Main Wind Force Resisting System Load Casey Elevation _Windward Pressure Windward Area } Leeward Pressure Leeward Area Eccentricity Shear Torsional Moment Case 1 15 +59.04 1,005 - 41.53 750 90,482.7 (Reversed) 15 +59.04 750 -37.57 1,005 82,037.85 Case 2 15 +44.28 1,005 - 31.15 750 10.05 67,863.9 682,032.2 (Reversed) 15 +44.28 750 - 28.18 1,005 7.5 61,530.9 461,481.75 Case 3 15 +44.28 1,005 -31.15 750. 67,863.9 plus 7...r 1,005 530.9 61r lus (Reversed); 15 +44.28 750 - 28.18' ... Case 4 15 +33.24 1,005 -23.38_ 10.05 50,941.2 plus (Reversed) 15 +33.24 750 - 21.15 1,005 7.5 46,185.75 _ 858,352.18 $2.75P irk • • Mr= 0.75 (PwxrPrx%Bxex Mr= 0.75 (Pvr~Pu rer Pi •• • (LP ex= t0.15B,r er =*015Br 75 PLY • •• Case •••• + •• Case2 • • • • • • PRESSURESAIJ 4IN ARE ULTIMATE WIND PRESSURES US.gJ7Its -Wind SpeedalwrinpavatIons,dIstances,eccentrIctly are measured In Feet:Areas In square feet (sl);Pressures are In pounds per square foot (PSF);Shear In pounds (Ibs);Moment/Torslon In pounds -foot (lbs -ft) 471P app Case 3 a75PLA ,rp I- &s.. wx 111il;!!!i 1 aamry• PLY Mg= 0.563 (Ferx+Ptx)Bxex + 0.563 (P Pt)Brer ex Oa. er= O.JSBr Case 4 • • • (;), • ••• • •• • • C: �bsersA�om \Docemente\HALLIWELL\12 -044 Summer Hall, Miami Shores, FMnalysis \wind analysis.wnd •••• Page 4 of 6 • • • • • • • • • WINDXpert 1.10(B) © 2006 -2012, All Rights Reserved Project ID: 12 -044 T140 A/E Professional: Tom Marinos, P.E., S.I., SECB Project Location: 10655 NE 6th Avenue, Miami Shores, Fl 33138 Halliwell Engineering Associates, Inc. License No.1016- 2012 -10 Billing Ref: 12 -044 Alternate /Low -Rise Buildings - Height 60 ft-Main Force Resisting System Load Case A Panel Surface GCpf qh Pressure ( +GCpi) Pressure ( -GCpi) 1 +0.50 +68.65 +46.68 +21.97 2 -0.69 +68.65 -35.01 -59.73 3 -0.45 +68.65 -18.54 -43.25 4 -0.40 +68.65 -15.10 -39.82 1E +0.75 +68.65 +63.84 +39.13 2E -1.07 +68.65 - 61.10 -85.81 3E -0.65 +68.65 -32.27 -56.98 4E -0.59 +68.65 -28.15 -52.86 1T +0.50' +68.65 +35.01 +16.48 2T -0.69 +68.65 -26.26 -44.80 3T -0.45 +68.65 -13.90 -32.44 4T -0.40 +68.65 - 11.32 -29.87 Load Case B 1 -0.45 +68.65 2 -0.69 +68.65 3 -0.37 +68.65'1 4 -0.45 +68.65'. 5 +0.40 +68.65[ 6 -0.29 +68.65', 1E -0.48 +68.65': 2E• • _1.07 +68.65. 3E• •s • • • • -0.53 +68.65 4E • • • • • -0.48 +68.65 • sE: • • •: • • +0.61 +68.65 6E • • • • -0.43 +68.65 5a•• • •• •• - +0.40 +68.65 gr • • • • -0.29 +68.65', •• • •••• •••• • • • • - 18.54 -43.25 -35.01 -59.73 - 13.04 -37.76 - 18.54 -43.25 +39.82 +15.10 -7.55 -32.27 - 20.60= -45.31 -61.10 -85.81 -24.03 -48.74 - 20.60 -45.31 +54.23 +29.52 -17.16 41.88 +29.87 +11.32 -5.66 -24.20 • • •••• •••• • • PRESSURESS11,QWN ARE ULTIMATE WIND PRESSURES Ilt Units -Wind Speer4le: aligevaUons ,dlstances,eecenMdty are measured In Feet;Areas In square feet (sf);Pressures are In pounds per square foot (PSF);Shearin pounds (lbs);Momentllorslon In pounds -foot abs-ft) • • • ••• • •• • Ci\l11e051Tom\Dooumenls HALLIWELL \12 -044 Summer Hall, Miami Shores, FMAnalysis \wind analysis.wnd •••• Page 5 of 6 WINDXpert 1.10(B) © 2006 -2012, All Rights Reserved Project ID: 12 -044 T140 NE Professional: Tom Marinos, P.E., S.I., SECB Project Location: 10655 NE 6th Avenue, Miami Shores, Fl 33138 Halliwell Engineering Associates, Inc. License No.1016- 2012 -10 Billing Ref: 12 -044 Building Components and Cladding -Panel Pressures - Components and Cladding Component Elevation (ft) Length (ft) Width (ft) Area (sq.ft) Zone GCp+ GCp- + Pressure Pressure WINDOWS A 15 3 6.33 18.99 4 +0.95 -1.05 +77.56! -84.43 15 3 6.33' 18.99 5 +0.95 -130 +77.56 - 101.59 S 15 3 4.25 12.75 4 +0.98 -1.08 +79.62 -86.49 15 3 4.25 1175 5 +0.98 -1.36 +79.62 - 105.71 C 15 1.67 3 10 4 +1.00 -1.10 +81.00 -87.86 15 1.67 3 10 5 +1.00 -1.40 +81.00 - 108.45 D 15 2.67 6 16.02 4 +0.96 -1.06 +78.25 -85.11 15. 167' 6 16.02! 5 +0.96 -1.33! +78.25 103.65 MULLION E 15 1.5' 6 10 4 +1.00 -1.10` +81.00 _ -87.86 15 1.5 6 10 5 +1.00 -1.40 +81.00 - 108.45 DOOR F 15 3 6.67 20.01 4 +0.95 -1.05 +77.56 -84.43 15 3 6.67 20.01 5 +0.95 - 1.29 +77.56 - 100.90 CMU 15 1.5 1 10 4 +1.00 -1.10' +81.00 -87.86 15`, 1.5 1 10 5 +1.00 - 1.40 +81.00 - 108.45 •• • • • • • ▪ • •• • •• • • • • • • • • • ▪ • ▪ • • • • • • • •••• •• •• • • • • • •• • •••• •••• • • • • • ▪ PR4SSURES.$aVN ARE ULTIMATE WIND PRESSURES Roof Panel Diagram e.< Wall Panel Diagram Usl/nIts -WInd Speedo aja{ f4evatlons ,dlstances,eecentriclty are measured In FeetAreas In square feet (st);Pressures are In pounds per square foot (PSF);Shear In pounds (Ihs);MomenUTorsion In pounds -foot (Ibs -f() • ; ••• • •• • C� L•1 \T om\Doomments\HALLIVVELL \12 -044 Summer Hall, Miami Shores, FlWnalysis \wind analysis.wnd Page 6 of 6 HALLIWELL ENGINEERING ASSOCIATES Aventura Corporate Center 20801 Biscayne Blvd. — Suite 505 Aventura, Florida 33180 (305) 933 -5770 JOB SHEET NO. OF p',` CALCULATED BY DATE 6 6 C a iV ( Z CHECKED BY DATE SCALE fr P y— I'5 6 (.1 � td• • • •• • • • • • • ••.. • ., • i• . .•• ..:. • • • • • • ! • • • • •• ••• •• • • • •• 65/4' 1 •• •_ • • • . . • • • • • • HD • •• • • • • • • . • • • ••• • •_• • • • •• • • • • • ••• • • • • ••• • • • • - • • • • • •• •• • • PR MU 2041 ale Sheets) 205-1 HALLIWELL ENGINEERING ASSOCIATES Aventura Corporate Center 20801 Biscayne Blvd. — Suite 505 Aventura, Florida 33180 (305) 933-5770 JOB (2'-Ogq 1-'140 SHEET NO. OF DATE CHECKED BY DATE CALCULATED BY RT0t) SCALE Ti4-14. 47 6 eL cok CILS 7t , 5 t, s (9) 6A-L, T2- —� f- 4Dt • • • • • • • • • 0S • • • • vul 9.) • • • • • • • •ie • • • is • • • • • • • • • • • • • • • • • • 01 0 • • • • • OLT 3 1 It 1 PRODUCT 204-1 (Single Suds) 205-1 (Padded) HALLIWELL ENGINEERING ASSOCIATES Aventura Corporate Center 20801 Biscayne Blvd. — Suite 505 Aventura, Florida 33180 (305) 933 -5770 JOB tz -OL(`( r t10 SHEET NO. OF CALCULATED BY / r61 DATE 0 6 -O _ v k CHECKED BY DATE SCALE _000 ._• •. __ • • • • • • • • • •• •• • • • • ••• •• • • ••; • • • • • • • • • • • • • • f • • • ••• • • • 4 • •• •• • • • • `.• • • • • ••• • • • • ••• • • • • • • t__ • • • • • ••• • — • • • • •. 4 • ••s•• • • PRODUCT204 -1 (ShelaSheas)205-1(Padded) a HALLIWELL ENGINEERING ASSOCIATES Aventura Corporate Center 20801 Biscayne Blvd. — Suite 505 Aventura, Florida 33180 (305) 933-5770 JOB 17- OH tq o SHEET NO OF CALCULATED BY PaYV't DATE 6 0S--201L, CHECKED BY DATE SCALE • • • • • • • • • • • • • • • • PRODUCT 204-1 (Single Sheets) 205-1 (Padde) DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 "SH-700" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact ", sheets 1 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 "M" 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 thg •aser to; tip pun4fartufta. or its distributors and shall be available for inspection at the job site at the requL of tia4 1�ifiLdibg Ott 4Iat.. This NOA revises NOA No. 11- 0405.10 and consists of this page 1, evidehc$4agus: E' u1 -x aa4' -3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. Eli • • • • • • • • MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 26th Street, Room 208 Miami, Florida 33175 -2474 T (786) 315-2590, F (786) 315 -2599 www.rolaraidade.glv/para/ APPROVED Gtsix°1; • • • • • • • • •• o • i•• r1OA•N0.•f14101.3.14 . • $xpiraiion date: M veh I6,62016 Approval Date: November 03, 2011 Page 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • ••• • • • • `2i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 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. B. TESTS 1. Test reports on:1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 2. Test reports on :1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4958 and FTL -5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 3. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 4. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL -4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. • • • • • • (Submitted under previous NOA No. 05-1018.01) • • • < • • • E -1 Ja me D. Gasco , P. E. ••• P roduct Control Section Supervisor ••NOA No. d 1411334 ,xpi ratan baie:•inarci,2632016 • • • Approval Date:• ?Vovensber 03, 2011 •.. • • • • ... • • • • • • • • • • • .•. • • • • • • • • • • • • .. .. • • • •. • ... • • • ••• • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on :1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6).Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05- 1018.01) 4) Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.OS 1018,01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P, E. Complies with ASTM E1300 -04 (Submitted under previous NOA No.11- 0128.03) D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. E--2 • • • 00 • • • • •• • • Jaime D. Casco i, P. E. Product C ontrol Section Supervisor • • NbA No. t1- .1b43.14 •' it irat38a itatQ: March 26, 2016 • • •ApPovalbate' . oveniber a3; 2011 • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL -4957, FTL -4958, FTL -5063, FTL -4645, FTL -4649, FtL- -4723, FTL -4947, FTL -4650, FTL -4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P, E. (Submitted under previous NOA No. 07- 0322.06 and 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window - L.M.I. ", approved on 04/21/2011 and expiring on 03/23/2016. 1 E -3 • . • .. • r • • ..,, • • • • • • • • Jaime D. Gasc ' n, P. E. • •. . • Product Control Section Supervisor ••� •�• ••• NA No. 5 4%3.14 • 1xpii'at36l DtC: Mar.eh 26,2016 • • •Apgroval i ?te? Plovenjlier 01,2011 ... • • • • ... • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • .• •• 0041 • • • .•. • • • • • • • • • • • • • • • • • • • • • • •• 4 • • • • • • • •••• • • • • •• • • •••• • • • •••• • •• • • • • ••• •••• • • ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5116° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. C. 5116' LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16' LAMI CONSISTING OF (2) LITES OF 3118° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLE UKEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/18° LAMI 10: (1) UTE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. A H. 13/16" LAMI IG: (1) UTE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 518° LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) UTE OF 1/8° HEAT STRENGTHENED {GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16° LAMI IG: (1) LITE OF 1/8° TEMPERED GLASS, AN AIR SPACE AND 5116° LAMI CONSISTING OF (2) UTES OF 110' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18° LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16° LAMI 1Q (1) UTE OF 1/8` TEMPERED GLASS, AN AIR SPACE AND 718° LAMI CONSISTING OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L.13/16° LAMI 10: (1) LITE OF 1/8' TEMPERED, GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) UTES OF 3/16"" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/18' LAMI 1G: (1) UTE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16° LAMI CONSISTING OF (2) UTES OF 1/8° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) R. 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 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNER SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4848, FTL -4848, FTL- 4647, FTL- 4848. FTL -4849. FTL -4850. FTL- 4851. FTL- 4723, FTL -4857, FTL -4958 AND FTL-5083. ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. MINIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY 4 HIiRICANE ZONE (HVHZ). • • •• •• • •••• • •••• •Jffi NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS5 HORIZ. SECTIONS 5 PARTS LIST ... 6 EXTRUSIONS ..........._..7 CORNER DETAIL...__. .. 7 ANCHORAGE........._ 8-11 •10/07111 lintakor D 101OFBCUPDATE ro•eog weea 4FJL Wet eat •11/19/08 liastkus B ammo tWu O1/AXB OmbdBx J.J. CHANGED CAP GLASS T YPE TO TEMPERED FROM HS CHANGE NO7E8367. ADD NOTE & ADD GIASS TYPE Id TO NOTE 1. GLAZING OP770N9 yes 7 1070, TECHNOLOGY DRIVE NOKOMIB, PL34278 P.O. BOX 1641) NOKOMIS, FL 342A4 13 G 19sibly Bet4s GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT 811700 I NTS 11 .11 1 4040 -20 Roe D • • • • • • • • • • • • • •• • • • •• • • • • •••• • • • •• • •••• • • •••• • •• • • • ••• •••• • • • • • • • • • 1/2° NOM. GLASS BITE }+�-� �— 1/8° ANNEALED OR HEAT STRENGTHENED GLASS —H E- _ {— .090 SOLUTIA OR DUPONT PVB INTERLAYER I�� 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 6116° NOM. 6/16" LAMINATED GLASS (986,67,88 or 92 •• • • • • • •• •• • •••• • •••• ••••• 1 o 1/2" NOM. GLASS BITE , NOTE: LAMI 10 OUTBOARD LITES MAY BE UPGRADED TO 3/16° WITH NO CHANGE IN DESIGN PRESSURE. G] EXTERIOR INTERIOR[, (ALL SECTIONS) 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/160 LAMINATED GLASS x-1/6" ANNEALED OR HEAT STRENGTHENED GLASS �-- .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 6/16° LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 13/16° NOM. 13/16" LAMI 10 GLASS WI 6/16" LAMI f 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7 /16" LAMINATED AIR SPACE 1/8" TEMPERED GLASS® 13/16° NOM. 13/16° LAMI IG GLASS WI 7/16" LAMI mow •.*m' •ti° •10/07/11 D NO CHANGES MS SHEET' io•nsF .Lfa • Row ap •F!L arm* nkOr 04/01/11 ears •11/13/011 DOI •,b = 8 asked* CHANGED CAP GLASS TYPE 7O TEMPERED FROM HS ADD 1714102 70 WO/IAMB LG. GLASS 04AA18 LAE.Q 10 NOTE 20207 1070TOPOSOLOOYDRIVE NOIWMI8, FL $W5 P.O. BOX 1620 MOIOASS, FL34V4 GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT lisibolaakt leago Full I 2 d 11 •• • • • • • • • •• • • • •• • • • • • .• • • • • •••• • • • •• • •••• • • •••• • •• • • • ••• •••• • • •••• 111 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS WI HIGH SILL OPTION ® TABLE 1. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 83" 66" 68" 70" 72" 74" 78" 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +80.0 40.0 +80.0 40.0 +80.0 40.0 50" A,B,M +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 49.0 82" A,B,M +80.0 40.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 77.3 +75.9 -75.9 531/8" A,B,M +50.0 - 80.0 +80.0 -80.0 +79.8 79.8 +78.2 48.2 +78.9 -76.9 +75.4 •5.4 +74.0 •4.0 UP TO 531/8" C,D,E,P,G,H,I,J,K.L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW OUSE TYPE FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. TIP-TO-TIP FRAME DIMEN IONS WINDOW HEIGHT WIDTH 38 318" 44" 50 518" 63" 72" 74" 78" 49" A,0,M +50.0 -80.0 +80.0 40.0 +80.0 40.0 +80.0 40.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,M +50.0 40.0 +80.0 -50.0 +80.0 -90.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52" A.B.M +50.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 -76.9 +70.0 -70.0 +88.8 49.8 +87.6 487.8 53118" A,B,M +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +75.0 - 75.0 +05.0 48.0 +98.7 •88.7 +85.8 •89.5 EP TO 83118" C,D,E,F,0.H,L4K,L +90.0 -80.0 +00.0 -80.0 +80.0 -90.0 +80.0 -80.0 +70.0 -70.0 +70.0 10.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIDTH 1 GLASS TYPE 53118" 1 D,E,F,J,K,L TABLE 3. WINDOW HEIGHT MINUS SASH HEIGHT pa. WINDOW HT. WI GASH • 78" FLANGED AND 78" INTEGRAL FIN) 17118' 2211116" 28 3118" 33 314" 39 5/16" 4413115"" 60 318" 55151/18" +80.0 1 40.0 I +80.01 -10.0 I +50.01 .80.0 I +80.01 -80.0 I +70.01 -70.0 I +70.01 -70.0 +70.01 70.01 +70.0 1 -70.0 • • • • • • • GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16° LAMI- (1/8"A,.090,1/8"A) F1L -4847, 4848, 4723, 4957 0.5118° LAMI- (118°A,.090,1/814S) FTL-4847, 4848 C. 5/16° LAMI - (1/9HS,.090,1/8"HS) FTL-4847, 4848 0.7/18° LAMI - (3116"A,.090, 3/16"A) FTL- 4845, 4885 E. 7/16° LAMI - (3116 °A,.090, 311811S) FTL-4845 F. 7/18° LAMI- (3118"H8,.090, 3/18118) FR.-4846 G. 13118" LAMI 10.1/8" T, AIR SPACE, 5/1B" LAMI - (1/8°A,.1390,118"A) F71-4848, 4723 H. ]x(16" LAMI K9 -1/8" T, AIR SPACE, 5/16" LAMI - (t/8"A,.090,1/8°H8) FTL -4645 IP 13/1 " LAMI 10 - 1/8" T AIR SPACE, 5/18° LAMI - (1/8•HS,.090,1/8"HS) F1L -4046 J. 13/18" LAMI 1i - 1/8" T, AIR SPACE, 7/18" LAM/ - (3/16'A,.090, 3/16"A) FTL- 4649, 4850 IN 13/11" LAMI 10 - 1/8" T, AIR SPACE, 7/18" LAMI - (3/16"A,.090, 3/181H8) FM-4849, 4650, 4958 �L• ? 1S° LAMI 10.1/8° T, AIR SPACE, 7/18° LAMI - (3/16°H8,.090, 3/16"HS) FTL -4649, 4860 At 1311b° LAMI 13.1/8"A, AIR SPACE, 5118° LAMI - (1/8°A,.090, 1/8"A)A F11.5083 1 MEETING RAIL "X° r W HT. I TL MEETING RAIL x MEETING RAIL ;TIT . MINUS. SASH HT. III k lift •ALQIES: 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-11P FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8" MINIMUM TO 38" MAXIMUM. a a• (ON Otairkac 0 NOCHANGE$ 77A48i1EET c a J,Llt$ CNANSED CAPIAAS8 TYPE 70 7EMPEREDFROM HS /OC 7� a VIEWISASHHT REF NA 7 7�s7�2 2/21807 11707E01 1.00YDRIV11 Nom. FL> P.O. ��Kf 162• NDKdSIS,FL849F1 P 1� Better DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT orno 1 NTS 13 + 11 Iayo 4040 -20 11-3 •• • • • • • • • •• • • • • • • • • • • • • • • • •••• • • • •• • •••• • • •••• • •• • • • ••• •••• • • •••• • SEE DLO TABLE SEE DLO TABLE (MAX) 531/6° MAX FLANGED WIDTHA 521/8° MAX I.F. WIDTH D 176° MAX. I.F. D HS 3116° MAX SASH HEI HT 76° MAX FLANGED HEIGHT 48 1/4" MAX VENT DLO (ALL) DETAIL A 1/1 B F SEE DLO TABLE SEE DLO TABLE •• • • • DETAIL D • • VIEW (CUSTOM SASH) ••••• • )Vp1tS: • f. SEISISHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • E SHEET 7 FOR CORNER DETAIL VIEWS. BESDSHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. ▪ GASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. J 76" MAX. I.F. HEIGHT 20- ° SASH HEIGHT • • • • FA- SEE DLO TABLE 75° MAX. A I.F. HEI q HT SEE DLO TABLE X SEE NO 4 ® MAX FLANGED HEI DETAIL B VIEW (STANDARD SASH) E� ® SEE DLO 76° MA TABLE X FLANGED HEIGHT SEE DLO TABLE 175" MAX I .F. HEIGHT 76° MAX. FLANGED HEI 20° SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL 49 6/8" MAX FIXED r DLO (ALL) J 2 j X 341/2" 531/6° MAX FLANGED WIDTHA 521/8° MAX I.F. WIDTH D 176° MAX. I.F. D HS 3116° MAX SASH HEI HT 76° MAX FLANGED HEIGHT 48 1/4" MAX VENT DLO (ALL) DETAIL A 1/1 B F SEE DLO TABLE SEE DLO TABLE •• • • • DETAIL D • • VIEW (CUSTOM SASH) ••••• • )Vp1tS: • f. SEISISHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. • E SHEET 7 FOR CORNER DETAIL VIEWS. BESDSHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. ▪ GASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. J 76" MAX. I.F. HEIGHT 20- ° SASH HEIGHT • • • • FA- SEE DLO TABLE 75° MAX. A I.F. HEI q HT SEE DLO TABLE X SEE NO 4 ® MAX FLANGED HEI DETAIL B VIEW (STANDARD SASH) E� ® SEE DLO 76° MA TABLE X FLANGED HEIGHT SEE DLO TABLE 175" MAX I .F. HEIGHT 76° MAX. FLANGED HEI 20° SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/164 B 41 518" 41 1/4" C 41 1/4° 40 7/8" D 52 5/8° 52 11/16° E 52 1/4" 62 5/16° SASH LOW HIGH DETAIL SILL SILL A 34 1/2° 34 3/16" B 27 7/16" 27 1/6" C 27 7/18° 27 1/8" D 163/8" 153/4" E 163/8" 153/4" TABLE 5. PRODUCT REVISED as implying Florida Building o A wNo %1. 1r ftaba •FA Rdr"• lialskar D C awamR 8 NO CHANGES THIS SHEET NO CHANGES THIS SHEET ADD INTEGRAL FIN (LF.)VERSION, CHG. NOTE& ADD NOTES. F.K Des BJf/08 DOD 2/23107 1070 TECHNOLOGY DRIVE NOKOMIS, FL 84778 P.O. BQX 1628 NOIOFA•, FL 84874 i T 1?a1bb &tYar ELEVATIONS ar° ALUM SINGLE HUNG WINDOW IMPACT woo INS 1 4 s 11 rvak. 4040-10 l V %Zo/6 * ;; • No. 68705 i�it�L,'•.. FLOR1flA�U' �''��, SIONAL �.•� . A. LY(4/9 F E. FL P.EO 58705 •• • • • • • • • •• • • • • • • ••0000 • • • • O 600 • • • •• • 4106• • • • 8000 • • • • • • • ••• • • • • • • • • 2.784 ° -- 1 NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)6" FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING INSIDE NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 8,10,11,15,1 MAX. FIXED UTE DAYUGHT OPENING 2.710° 7,80R17 MAX. FIXED UTE DAYLIGHT OPENING MAX. WIDTH SECTION A -A OUTSIDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE MAIL HEIGHT 0• • • • • • • • •• •• 0• •• 0• •• 0.6• • 000• • • • • • OUTSIDE MAX. VENT DAYLIGHT OPENING RAM* •Sa • HIGH SILL HEAD 2.710 I.F. FRAME OUTSIDE) OUTSIDE PRODUCT REVJSBD as complying with the Florida Building Code Acceptance No 2.330° (LOW SILL) SEE NOTE ABOVE 1 • 1/11 SECTION B-B (LOW SILL SHOWN) Oxfam O ULTRAUFT ONLY 2.948° (HIGH SILL) ALTERNATE HIGH SILL ULTRAUFT ONLY SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) NO CHANGES 7H�SHEE7 nn J.R• Oft 04/01/11 ftmteidar NO CHANGES 7HIS SHE�ET mama •FJG m. ox meg •11113/00 ma 8/1/05 /t ftrs J4 ADDLE. SECTIONS6 CONSOLIDATEBAL. COWUNBV7S • 2/29707 1070 TECHNOLOGY DRIVE NOICOM18, FLMCt78 P.O. 8 X1829 N0X014I8, FL 94274 WO* Better SECTIONS ALUM. SINGLE HUNG WINDOW, IMPACT wardme are twee 914700 HBIf S d 11 a'*deta 4040-20 D is ; No. 05 age A. IAN VIRMER,P.E. `` FL P.E.# 58705 • • • • • • • • • • • • • • • • •• • • • • • •• • • • •• •••• • • • •• • •••• • • •••• • •• •• • ••• •••• • • Rem 2 3 6 6 7 8 0 10 4002A 1166 4003C 1828 4004 4026 4028 4029 1080 DESCRIPTION POT0 RANGE FRAME HEAD 812226 11 08 X 1.000 QUAD PN. SMS FLANGE FRN1E SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD PIANGH FRAME JAMB SASH STOP SASH STOP (EGRESS) 1.128 LONG SPIRAL BALANCE, 318 ", 8/8 ", OR 11/18° M ANCE COVER, 3A!"OR 88" 06 X.980 PH.PN. SM S 781POA 812228 7PAD1828 812227 812244 812244 BBALCVR918 1884AA 12 13 1086/1086 18 18 1080 -1 17 4063 BALANCE UO1TOM6R40KET SASH TOP GUIDE 88 X 1 PHILLIPS FIAT HEAD 8. STL BALANCE COVER, 11118° SASH STOP COVER 76ALTBKT 42504 78X1FPAX 68ALCVR870 18 4029 -1 SASH BRACKET' 16 21 40640 23 4006C 26 1236 26 1095 08-32 X 19° VI PH. FH. TYPE F 8.8TL FIXED MdrANO Rau. 8A+3H TOP RNL VII6 P.,.1+0 X 270 BACK PIN SEAL SWEEP LATCH 84083 7ULBRKT 7834X12FPFX 840540 , 94008 871318E 71096 27 1018 00 X.828 PH. PL. EMS 7868 28 4007 SASH BOtTOMRNL (LOW SILL) 30 1228 MOP., 1411.0 VNNVL 812230 072249 91 4008 SASH SIDE RAIL 612231 35 1822 SASH PACE GUIDE LAM aTLN& BLOCK 3/32• Raw x r 42801 710222K 38 1052 LAM IG SETTING BLOCK 1 "X3/1" X1/18" 71002K 97 1224 VINYL GLAZ. BEAD BULB (THICK) 81P247WK 38 1228 VINYL. GL AZ. BEAD BULB (THIN) 87P248K 41 40395 42 404413 44 4222A 48 9860 GLAZING SEED, 6118 LAM. GLAs8. OWING hoc, 6118 LAMA VU/0RIL1 KR GLatw0 ofEno.mr LAM GLAZING BIRO, 7118' LAM VJ /GRILL KIT 840399 844703 64222 6988 48 4087 GLAZING BEAD, 19118° LAM LO. 64067 47 4071A FRN E, LP. HEAD 64071 48 4072A FRAM:, LF. LOW SILL 64072 49 4073A FR88E, LF. HIGH 811.L 84013 60 4074E FRAM, LF. JAMB •02‘" , 4009 84074 SILL LATCH (EGRESS) (LOW SILL) 764009 • 63 ' 1088 64 • 2740 SPRING, SILL LATCH (EGRESS) 78PRNG SIU. LA'TC E83) (HIGH SILL) SCREEN (HOR. 8 VER.) 62740 ••••6•' 1014 68 1830 SCREEN CORNER KEY WRINGS ▪ V. 1631 SCREEN CORNER KEY VV/OUT RINGS • • b 1073 SCREEN SPRING 81014 71830 71831 7CASP • A • 1824 SCREEN SPUNE - .138 DIA FOAM • •••• 81624K ITEM OWG0 DESCRIPTION 80 1835 SCREEN 8PLINE -.138 DIA. HARD 81635K 81 SCREEN CLOTH 81818 83 505 GLAZING CHANNEL (.888 X.600) 8833402 84 1181 08 X1.000 PH. BUGLETEK 708X1 67 GLAZING TAPE,. 1/18 X112 -7116 LAM 82BV 510 88 4051A SASH BOTTOM RAIL (HIGH SILL) 64081 89 70 4050A FLANGE FRAME 80.1. (HIGH 811.1) 8ILIGONE, DOW 888, 088 OR EQUN. 84050 81 82 89 A GLASS 5118° LADS, (1l8°A.000 PVI3,1/8%itl 6.41.488, 8118" LAM, L8"A0A90 P\Atl,118`H8) C, GLASS, 8/18" NAM, (118148,.000 PV6,18"HS) D. GLASS, MEP LA* (18°I1,.090 P is,1N"A) E. GLASS, 7M8° LAMA, (118"A.000 PV13.181Hs 86 88 F. GLASS, 7 /18° LAU, (118118,.090 PV8,18°HS) 0. GLASS, 13/18" LAM 10;18°1, NR SPACE, 6116" LAM, (118°A.090 M,1/8%) 87 88 60 90 91 92 H. GLASS, 13/18° LAM 1 ;1/8`7, NR SPACE, 818° LAM, (1/8°A.09oPV8,189H L GLASS, 13/18° LAM IG;18"i, AIR SPACE, SMIP LAM, (18°18,090 PV8,18°HS) J. GLAS8,13/18"1AM 10;181, AIR SPACE, ?Mr LAMI, (3116"A,.000 PV8,3116 2) K GLASS,13/18" LAM IG;18°1,AI 2 SPACE, 7118° LAMA, (311811.000 PVB,3Il•HS) L (11898,13118° LAMA Kay 18"T, AIR SPACE, 7/10" LAM, (3118°15..090 P 1,3/16"HS) Ail egAsso 3 *LAM Mt 110"A NR SPACE, 8/18* LAM, (18"A,.■90 784!8,18"8*) 0 47 FRAME, I.F. HEAD ® 04071A,6063 -T8 FRAME, .F. LOW SILL 04072A,8063 -T8 FRAME, I.F. JAMB 49 FRAME. .F. HIGH SILL ® 040746, 6083•T6 O4073R, x-78 (USED AS RADIUS TOP HEAD) WO IECKVOLOGYORIVES No FL awe P ,FF1�4 P ;T 1 PARTS LIST ALUA!L SINGLE HUNG WINDOW, IMPACT PRODUCE REVISED as o°mplyh.g with dm Florida Building Code Moyle= No woo I NTS I 0 ° }1 I 4040 -20 I D •• • • • • • •• • • • • •••• • • • •• • • •••• • •• • • • ••• •••• • • • • 1.383 O FLANGE FRAME HEAD 94002A,8083-T8 x-2.784 -1 I .082 .082 1.749 2.710 O FLANGE FRAME JAMB #4004,8083 -T5 (USED AS RADIUS TOP HEAD) 2.830 082 --�� 2.330 1- 2.784 —�I O FLANGE FRAME SILL (Low) 94003C, 8083-78 II 1.451 —I OSASH STOP 94025,8083 -T6 I 2279 T 1.707 SASH TOP RAIL #40080,8083HS -T6 1_- 1.513 738 17 SASH STOP COVER 94053. 8083-T8 SEALANT ALONG ENTIRE JOINT q lI.F.FRAMEQ I(1/1 & VIEW HEAD &SILL RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) l\ FRAME CORNER CONSTRUCTION SEALANT OR GASKET AT HEAD AND SILL VIEW D-D VIEW E -E -j 1.188 1.349 1 31 SASH S DE RAIL 94008,8083 -T5 21 FIXED MEETING RAIL 94054A,8063HD -T6A C SASH BOTTOM RAIL(Low) 94007, 8083 -75 .878 T O GLAZING BEAD 7/16" 94222,8083 -T8 • • • •• •• • • •,•••• • • t • • • 1- 2.784 - -I .��FL• ANGE FRAME SILL (HIGH) • • • #4050A, 808348 Rios" °r" s•ihc • ft • • 1067/11 D NO CHANGES THIS SHEET 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063-75 WELD ALONG SCREW BOSS (2) .878 1.098T 41 GLAZING BEAD, 5/16" 940395,6063 - 6 .050 1.088 �i T GLAZING BEAD, 5/16" #40448, 8083 -T5 (USED W/ GRILL KIT) J .976 PRODUCT.REVISHD as emptying with the FIld la 9499a8Codo AccoptonooKo 878 1.115 --1-I 45 GLAZING BEAD, 7/16" 9985C, 8083-75 (USED W/ GRILL KIT) 1.097 GLAZING BEAD, 13/18° IG 94087, 8083-T5 ,•m,•p mama 0461 /11 D MOC HAS=E87nHS8NEET °ice mwme UPDATE FP4MECORNBMA YTOINCLUDE LE.. • FJK • 1!/13108 B. am as me FC 46 53 .14 223/07 87 obudCa ° 77FMlf AI! 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Lit zit._ L 1'1'ri'H '0b'3'O'0 1 1 1 L L L L L L 1 0 -,8 A ANA AN8 "A�ANDWA�AN0"6 AAL O 4NO O `�'1 "NO AL 8 AN0"A'AN0'A A.NO �tL O ANO -8 AN0"A' §N� N0 tm8 "A'AN0' 8 AN g H101M 3dA1t1aHONV :ID/L AS M 2I0H3NV 000'91 E09'49 £09'99 £09'29 £09'94 £09'04 E09'4E £09'92 1H913H MOONIM '9 319V1 SMOONIM 030NV1d L1L tfOA S3W1NVf1D • • • • • • • 1 • • • • • • • • •• • • • • • • •• • • • • • • • • • • •• • • •. • •• • • • • • • •••• • • • •• • •••• • • •••• • •• • • • ••• •••• • • •••• • • • 1 • • • ANCHOR SUBSTRATE:- ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 8. WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 TYPE----....., o "o NNO�OtV�JNO 5 0 z 0 0 Zr,Q 0 0 0 z 0 0 ZO")O '-O�iQNO"-ONNO`-OtVNO 0 0 75, 0 Z 0 0 Zv 0 0 5 0 Z 0 0 Zr00 0 0 0 Z 0 0 -Zt,O 0 0 cvNO 2rZc 0 0 Oc3QNO 0 0 0 7! 0 Z 0 0 -Zc 0 o 0 [JgNO 3 O 2 0 0 2 WINDOW WIDTH GLASS TYPE 18.125 C,D,E,F,G, H,I,J,K,L 1 151 1 111 1 111 1 212 1 2112]22T2211 1 1 1 1 212 1 212 1 212 1 212 _1 212 _1_ 212 1 2r2 1 1 212 1 212 1 312 _1 212 1 3r2 1 ill 1 _1 2r2 1 _1 3r2 1 Ti 212 ABM 1 -1-171 1 1 1 1 1r1 1 -21i _ 1 2r1 1 *II 2212 1 1 -21-1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 212 212 212 -211-21.2 212 212 212 212 31-2 2 2 3 2 31212121-3 24.000 PSF 79 C,D,E,F,G, 1-1,41,1(.1- 1 11111 1 1 11 1 1 212 1 il 1 1 212 1 1 212 1 21{21 1 2 1 11-i-212 1 1 21-2 1 212 1 312 1 312 1 1 1 312 1 212 1 -31-i 1 31-i-21-2- 1 1 1 1 212 212 .312 -iii 1 A B,M 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2121111 212 212 212 212i11212 212 212 212 312 312 212 -111--3-1-2- 2 3 2 212 312 312 212 312 32.000 PSF 88 77 C,D,E,F,O, H,I,J,KI- 1 1 1 1 1 1 1 1 1 -2-1-i 2 1 1 --3-5 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 212 212 212 213 212 313 212 313 312 3 3 3 3 2 2 3 3 4 4 3 4 3 312 1 413 1 AB,M 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 2 2 1 3 3 1 4 3 3 3 2 1 4 3 1 4 3 1 1 1 1 1 1 1 1 212 212 2 2 213 2 2 212 313 212 3 3 313 312 313 313 312 413 37.000 PSF 59 67 79 C,D,E,F,G, H,I,J,KL 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111 111 111 212 212 212 213 212 213 313 212 313 313 313 413 313 312 313 413 312 1 312 413 2 413 414 2 414 312 1 1-1-i413 413 2 A,B,M 1 117111 1 1 2 1 1 2 1 212 2 213 2 1 2 313212111313 2 1 313 2 413 2 313 1 312 2 313 2 413 111 212 212 212 213 40.000 PSF 54 79 82 79 C,D,E,F,G, H,I,J,KI- 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -5-1-i 111 111 111 212 212 212 213 212 313 313 212 3 3 413 313 413 313 3 3 4 3 4 4 3 4 4 3 3 A B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1-53 3 2 4 3 2 4 4 4 3 3 2 4 3 2 4 4 2 3 3 2 15 111 111 111 212 212 212 213 2121-5 313 212 313 413 313 413 44.000 PSF 49 79 56 79 79 C,D,E,F,G, H,I,J,KL 2 2 2 2 2 -211 2 2 WI 2 2 2 2 2 Ili 2 2 2 -41i 2 2 -31-3-711-1 2 2 2 313413414311111 2 2 2 2 111 111 111 212 212 212 313 314 213 414 313 414 414 AB ,M 2 2 2 2 2 2 2 2 2 2 2 -3-1-4--21-3" 4 2 3 2 313 2 414 2 3 3 2 4 3 2 2 -31-i 2 4-1i 2 4 rdi 2 -31-5-41-3- 3 2 4 3 2 2 2 T5-14 111 111 111 212 i2 2 212 3 3 212 313 414 414 313 • • ii • 48400 i•ei •• • • • • • • • •• • • • • • • • • • • • • • • • • • • •••• • • • •• • •••• • • •••• • •• • • • ••• •••• • • • • • • • • • ••e•• Mud • A• JJ Made* • FJC ANCHOR QUANTITIES SUBSTRATE: \ ANCHOR TYPE: ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MNUS SASH HEIGHT FROM TABLE 8. 17.126 22.668 28211 33.754 39298 44.839 50.382 55.925 ❑ �o 3pN0 U z,_g U 0 ❑ U z 0 U ,_zM 0 ❑ C) zz�OZ41g 0 U 3` ❑ Y 0 zp_Z� 8 U 8"Y ❑ 6.) N8P8 pz 0 zzo ❑ "YY''N6) 0 Oz_ze 0 0 ❑ U Oz�z� 6) U 0 ❑ 0 446_6 0 U 0 WIDTH TYPE 19.128 D,E,F,J, XL 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24000 D,E,F,J, K.1. 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Z 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D,EF,J, K.1 1 '1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 _ 1 4 1 4 1 3 1 4 1 5 1 3 1 5 1 37.000 PSF 79 2 1 2 2 2 1 2 3 2 3 3 2 3 D,E,F,J, XL 1 _1- 1 1 2 2 1 2 2 2 1 2 2 2 1 3 2 4 2 3 1 3 2 3 2 -4 1 3 2 4 2 4 - 1 -4 2 5 2 5 1 -4 2 6- 2 3 3 3 40.000 PSF 79 79 79 2 79 2 3 2 1 3 3 1 3 1 3 4 1 3 1 3 D,E,F,J, KL 2 2 2 2 2 2 2 2 2 2 4 2 3 2 4 2 �2--� 3 2 1 4 2 4 2 3 I �— —2 5 2 4 2 14 2 2 6� 2 4 2 6 1 1 1 2 2 2 5 3 3 6 44.000 PSF 79 76 79 212 77 79 2 79 313 79 41314 61314 51315 51315 D,K,L,J, 2 2 2 2 2 2 2 3 2 3 2 4 4 4 4 212 3 5 4 13 15 6 1 4 5 6 4 1 8 1 1 1 2 2 2 3 48.000 PSF 78 79 70 79 79 71 79 73 76 D,E,F,J, K1. 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 1 1 1 2 2 2 8 3 3 4 4 4 5 4 5 5 4 8 5 4 8 8 6 8 63.125 PSF 71 79 63 71 79 84 74 68 77 89 69 D,E,F,J, K,L 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 8 5 8 5 5 7 8 5 7 ANCHOR QUANTITIES SUBSTRATE: AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.776 15.776 18.776 21.776 24.778 27.778 30.776 31.108 ANCHOR TYPE. , QQ�gf �1 'gN$'"8c4,QN$"§gi"(�N$'"8N'{j S O o �1 N ((�lS�� t) l� QQQQ SS O t� QQ SS Ng— o On1Qag`-8P3l"t C� QQ ii ❑ (z� (z� QQqq 51"1 SS 0 ❑ -1`dy zQU 1 -N WINDOW WDTH 19.126 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 • • •'000 79 2 1 2 2 2 1 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 • 0400 74 2 1 2 2 2 2 2 3 2 1 3 3 1 2 1 3 3 1 3 1 3 4 3 1 3 4 1 3 4 4 1 3 4 •• � • 68 2 2 1 2 2 2 2 3 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 •••• •••48'M • 63 72 79 2 2 1 2 2 2 2 3 2 1 3 4 1 3 1 3 .4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 6 1 3 1 4 •• '1n � 68 2 212 2 2 2 3 313 41314 41314 61314 51315 51315 ANCHORAGE NOTES: • 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD - 181/2° MAX FROM CORNERS JAMBS - 171/2° MAX FROM TOP CORNERS 11 1/2° MAX. ABOVE THE MEETING RAIL 6° MAX BELOW MTG. RAIL 18° MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED p. DETERMINE THE ANHDOR QUANTITIES FOR CUSTOM Allik VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 543' MIN. TO 38° MAX TABLE WIDTH AND HEIGHT DIMENSION ARE FOR & FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A 801.0 ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE 18 AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LIMITED) 112 HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL 2 2 2 4 ® TABLE 8. KEY: MAX PSF (DP LMTED) 11 2 JAMB BELOW 2 MTG. RAIL (FULL DP)2 JAMB BELOW 2 MTG. RAL Rama* • 77111 NO CHANGES 7F0SSHEET 04/0111 • 11/13100 oft FJC NO CHANGES TKZS SHEET ZSVA G v°YHBP6ANfGADRCQTYl8 RESTFECIED BY SUE Doke 926857 1o7OIEcH 101.4= RBVE NOKOMIS, FL MTh P.O.0QX 168 NOR0a1•,FL362n Pc �T 4shb Bettor ANCHORAGE SPACING, CUSTOM VIEW tar ALUM. SINGLE HUNG WINDOW, IMPACT r.0d4 ear aee,e tar•ta arc sttsao I NTS 10 d 11 4040-20 J D ODUCT T Aon- u8dh%s �ti . 101 ?. I�Ir .,..:. : �E- - 140/6 ��1111111 1t,, -_ ▪ AO'•. • STA ° �G�: A. LYNI(IIUILLIgt, P.E. FL P.E.# 88708 •• • • • • • • • •• • • • • • • • • • • • • • • •••• • • • • •• • • •••• • • • • • •••• • • • 4 •• • • • • • • ••• • • • •••• • • EXTERIOR INTERIOR ALL HEAD AND SILL DETAILS) ® CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3) ® 2x WOOD BUCK 1 ®(SEE NOTE 4)1 OPTIONAL 1x WOOD BUCK (SEE NOTE 4) ..a 13/5 °. MIN., 1 /4 "TAPCON� «* :i3/4" MIN.. 1/4° CRETE -FLEX 1/4° MAX SHIM •• • • 4 • • • • •• •• • ••••• •••• •••• 1/4° MAX SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® 1 1° MIN. A DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" MIN, • WISIV kr al 4 .9 1 318° 1/4° MAX SHIMS MIN CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) A 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU Ix BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE ® u4° - �{ SHIM I 1/4' MAX SHIM ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY * APPROVED 1/4° ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (05) OR 1/4° SS4 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 TOTAL THICKNESS IS LESS THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS 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 AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-75 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. & 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). WOOD ANCHOR, FH BELOW MEE77NG® RAIL (SEE NOTE 2 & 3) INTERIOR (ALL JAMB DETAILS) EXTERIOR 2x WOOD BUCK (SEE NOTE 4)® .131° DIA. MIN. x 21/2° NAIL, AT CORNERS AND 5" O.C. • DETAIL F, (HEAD) D FRAME .131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. .131" DIA. MIN. x 21/2° NAIL, AT CORNERS AND 5° O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL G, (SILL) WA • JJ.R.• • FJC aam Ostia krolms O NOC?IANOE971488HEET oft 04101111 1• 1113108 83105 C RIPMDISC 0 a.masx ,LL NOCHAN0E8 THIS SHEET EHA0�DgTe� �M� RNOiE9 NO i7.PA 1070 TECHNOLOGY DRIVE NOKO528, FL 84278 P.O. 81;0(1529 NOKOMIB, FL 84274 PiGT 1 Baeasr ANCHORAGE DETAILS • IN. ALUM. SINGLE HUNG WINDOW, IMPACT aaodr am sate m.e oats 9- I NTS 111 of 11 I 4040-20 113 ‘.0',4 L.YNN��n, 1/ * No 58705 0 Iry ORWOP �0 ; `4S`IONA% - „s% � A. LYNN MILL P.E. FL P.E.# 58705 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, F134275 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 "PW-701" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, 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 No. 10- 0504.05 and consists of this page 1, evidence pag . 1 and E -2a as will as approval document mentioned above. • • • ' • • • • The submitted documentation was reviewed by Jaime D. Gaston, P. E. ▪ •. •: ::: ••• •. .. • ... .. • • • •• MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.sov /pert/ M1AMtd3 C • U APPROVED • ;:404 i1o.11- 111tat itxpjratiqn Dale ; FFbguttry l!9, 1014 RpproVal Date: February82, 2042 Page 1 • • • • • • • ... • • • • • • • ••. • • • • • • •. • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03- 1105.01) 2. Drawing No. 4259-4 titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC -2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No. 10-0504.05) 2. Glazing complies with ASTM E1300-021 04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0325.05 issued to Sotutia, Inc. for their "Saflex — Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. 2. Notice of Acceptance No. 11- 0624.01 issued to E. I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteoi PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC -2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. E -1 • .. •. • . •.••••• • .. Jaime D. Gascon, P. E. FeoduatContrel.Seotion Supervisor •' • • NO& i�io. l 1- 151 .1$ 1kpiratien Da't Pebruary.I9, 5011 Approval Date: Feeruary M, 2d12 ... • • • • • • • • • • • • • ••• • • • • • • • .. •• • • ••• • • • • • • • • • • • • • • .. •. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015- 27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 5. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10 -0504.08) 6. Laboratory compliance letter for Test Reports No.'s FTL -3835 and FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 10- 0504.05, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window- L.M.I." approved on 09/22/10 and expiring on 02/19/14. E -2 • • • • • • • • .. • . . • • • • •.. •.• . •. • ... • Jaime D. Genoa, F. E. Feoduot Con trelSection Supervisor • 140.11- 1•115.k 13: ration Detg+ I4tuartr 12, 3014 Approval Date: February 62, 2012 ... • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • .• •. • • • • • • • • •.• • • • ... • • NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR W000 SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 8 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. POSRIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02. 3- SECOND GUST. 3. ANCHORAGE: THE 33 -1/3% STRESS INCREASE 41AS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT CAME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 8. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850, NOA 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE - FLEX), ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SFJUJNG /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. •• • • • • • •• • • • • •••• • • • •• • •••• • • • •• • • • • • T-7,30' I- • • • s •. •• o Se .. L L • • R..41.11. I WIDTH I. A r L 12 -7/8° MAX. 1 MAX. WIDTH 1 - AA 48° FLANGE _ GE � TO FLANGE —6 92- /4° VISIBLE UGHT 96° FLANGE TO FLANGE TYP. FLANGED FRAME ELEVATION (TESTED UNIT) 2° MAX 98 /4" FIN TO FIN 5` MAX. O.C. 45 -1/4" VISIBLE UGHT 5° MAX. 0.C. 93 -1/4° VIS BLE LIGHT 96° 2° MAX. 46" 50 1/4" FIN TO FIN TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) NOA DRAWING TABLE OF CONTENTS GENERAL NOTES 1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL FIN 1 GLAZING DETAILS 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED2 INSTALLATION, INTEGRAL FIN 3 CORNER ASS'Y, INTEGRAL FIN3 INSTALLATION, FLANGED 4 CORNER ASSY, FLANGED 4 INSTALLATION, MISC 5 ANCHORAGE 6,7 EXTRUSION PROFILES 8 PARTS UST 8 OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. WIDTH j I,,,_ WIDTH --I-` w Imo— WIDTH WIDTH —• WIDTH —�1� Ir- WIDTH — 1 T - 0 1_ 4. WIDTH -►{ Tr- T1 1 T If WIDTH Io- WIDTH - '1 • • 070 TECHNOLOGY DRIVE N. VENICE. R 34278 P.O. BOX 1529 NOKOMIS. FL 34274 O 1L J it W I i ELEVATIONS AND NOTES ALUMINUM PICTURE WINDOW, IMPACT sercerym°n I semi sheet: PYW701 I ArA9I 1 d 8 4259.4 IkD , .•: = ikv, •; G5NSE' CFA' \.* * • No. 58705 �,� • 9 [I A.4 (MIU.A.1$ .E. P.E.4 58705 • • • • • • • • • • • • • • • FM and Fla ti WITKIOW9 Maximum Design pressure ( +1 .. pet) 7 /18lmmk 31169 -.090 W9 -911616 7/18Lem11043116MIP• /iBAIR -3n6A •.090PV8.9/16H5 "A` or "8° Dimension (in) 24 30 36 42 48 64 60 67.876 e. it b C' 38 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 87.875 80.0 80.0 80.0 80.0 80.0 71.1 84.0 62.1 72 80.0 80.0 80.0 80.0 70.3 71.1 64.0 78.8 60.0 80.0 80.0 80.0 75.0 70.0 84.0 84 80.0 80.0 80.0 74.3 68.3 63.8 85.3 80.0 80.0 80.0 73.8 67.4 62.5 98 80.0 80.0 77.2 84.7 58.2 109.7 80.0 80.0 72.3 58.3 120 80.0 80.0 70.4 128 80.0 80.0 no no 146 800 80.0 „Rae Fin and Flanged Windows Maximum Design ( Pressure (+f_ Rst) 7/16L•eh3/1616- .090PV8- 9/1616 7/161•m1893/ 16799 ' - 7/16919.8/1 - A909V6-9/1618 A° et 43" Dimension (in) 24 30 38 42 48 64 60 67.876 a b C• 38 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 800 80.0 80.0 80.0 80.0 71.1 71.1 84.0 07.876 80.0 80.0 80.0 80.0 80.0 71.1 64.0 62.1 72 80.0 80.0 80.0 80.0 80.0 71.1 64.0 78.8 80.0 80.0 80.0 80.0 80.0 71.1 84.0 84 80.0 80.0 80.0 80.0 80.0 71.1 85.3 80.0 80.0 80.0 80.0 80.0 71.1 86 80.0 80.0 80.0 80.0 80.0 109.7 80.0 80.0 80.0 80.0 120 80.0 80.0 80.0 • 6 • .12$ on 80.0 no fag solo; „Rae • • • • •NOTES; • • • 7 /is' LAW GLASS NOMINAL 3/18' ANNEALED OR MAT SIRENOIHENED GLASS .090' DUPONT BUTACHE 05 Senn KEEPSRFE MAXIMUM 3/16 ' HEAT ED GLASS 21 11/78' NOM. GLASS ORE 14 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1-1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) • • a ` Y O�NZ SIDE WINDOW CANNOT BE MORE THAN 145° NOR CAN THE WINDOW AREA EXCEED 32FT'. ..i. FO ARCH 4. TH WINDO •••• • • RA•:T.. gt. A" & °B° DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. DIM. L °B° DIM. -. + ROUND TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. WNDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FR WITHIN. AND HEIGHT (DIMENSIONS A° AND °81 MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE. THIS SHEET). •••• • • • D CHANCED HS CAP TO 7MP FOR JO' RULE leter 1 * .70409 NO CHANGE THIS SHEET • 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, PL 34274 GLAZING DETAILS A° DIM. °8° DIM. 1 ALUMINUM PICTURE WINDOW, IMPACT P*7o5 IMISI 2 m8 I 4 115 `N 1111111!T/,i ``N‘N.,\00 LYNN * No.58705 * - O •'• ST TE F /Ay:: ",SIGNAL- % A. C i1LIWi P.E. P.E.# 58705 • • • • • • • • • • • • • • • INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING .131° (1/8°) X 2 -1/2 °1 NAIL, WITHIN 2° OF CORNERS AND 5° O.C. '.l��1 0 P.II 1 .375" MIN, EDGE DISTANCE -I .375" MIN. EDGE DISTANCE MAX. WINDOW HEIGHT MAX. VISIBLE UGHT OPENING INTERIOR SEE ANCHOR GUIDELNES, SHEET 8 1 3/8" MN. EMBEDMENT 1/4° MAX. SHIM I►- SEE 2X WOOD BUCK SHEET 6 OR FRAMING VERTICAL SECTION D —D •• • 9 • • • •• • •• • • • •••dGZES • • 2X WOOD BUCK OR FRAMING .131° (1/8") X 2-1/2" NAIL, WITHIN 2° OF CORNERS AND 5° O.C. 1/4" MAX. SHIM !EOM 1/4° MAX. SHIM --0•1 h- 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHET6 90° CORNER ASSEMBLY • 1. LI* ONLY 11411 PER•ABOVE, OR ANCHORS USTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE UMITS. • • •••• •• •• • • • • • •• • • • • J.JJ.. .�10/ 18/11 J.R. 3/31/10 • fi &03 • • R 42 • 0 NO CHANCE TMs SHEET MMho �RUGE WN� uN TU NGLUllL Co • 8-(1) C>.® MAX. VISIBLE UGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C —C EXTERIOR MITERED FRAME WITH INTERIOR / AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 1 -3/8° MIN. EMBEDMENT • • • • 070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT P8W701 NTS 13 8 I 42684 PRODUCT REVISED scazalgYing wIW16oFlorida °N° —1110 AA ;8,11rzly ``/; ' VCENS.c• •&'7 ',: * No. 58705 1ej1961 ;'it- ",,'OhNnArt - P.E. P.E.# 58705 • • • • • • • • • • • • • • • • INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU • 1X WOOD BUCK l/4° MAX. SHIM MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING AMOR SEE ANCHOR GUIDELINES. SHEET 6 rr I/4' MAX. SHIM SEE ANCHOR GUIDEUNES, SHEET 6 2X WOOD BUCK OR FRAMING VERTICAL SECTION B —B SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE KSI PER :. ANCHOR TYPE, — SEE SHEET 7 OR 1.5 KSI MIN. CMU SEE ANCHOR GUIDELINES, SHEET 7 1X WOOD BUCK r___ AA1/4" MAX. SHIM INTERIOR Q 1/4" MAX. SHIM SEE ANCHOR GUIDEUNES, S"' 6®© 0-® 8-8 MAX. WINDOW HEIGHT 90° CORNER ASSEMBLY HORIZONTAL SECTION A —A MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY •• • • • • • •• • •• NOTES ••• • • • • • i aUSE ONLY ANCHORS USTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS. • • • • • 2. WOOD BIr QEpI�TED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2°. 1X WOOD BUCKS AREU O IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1//2° THICK OR • • •. SDITER.T(J4 IINSSATIQ{I{ TO THE SUBSTRATE OF W000 BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORt Y HAVING •• • •••• 448i 4a •••• 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 PRODUCT REVISED ascompIying Wish rho Plaids Sniffling Cade No I -IIIM. AemPtgaus 60 18 1 J.R. 3 31/10 Rao d er Dots •• rs p WS CHANGE THIS SHEET .�..c ...... Nr`•,■ .7,1y.„ .Irr 1. ienni, ,,,, r nro rr •ti• t�(nt --, . Y' �l `Iii '_ aandaall * Date: Chadad 4'Datm • F.K4 •►04103 • • • • • • 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. 8QX 1529 NOKOMIS. FL 34274 INSTALLATION, FLANGED FRAME ALUMINUM PICTURE WINDOW, IMPACT P>aOI I n S 1 4 • 8 1 a2519-4 D * No. 58705 11 •••• • • • • • • •• • • • • • • • •• • MISC INSTALLATION DETAILS FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDEUNES, SHEET 6 INTERIOR 1 3/8" MIN. EMBEDMENT 2X WOOD BUCK OR EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE #12 STEEL SELF— DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) 1/8° NOM. MIN. #12 STEEL SELF—DRILLING 1/4" MAX. SHIM FRAMING FIN FRAME WITH FIN REMOVED L SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 1X WOOD BUCK 1/4" MAX. J. SHIM FIN FRAME WITH FIN REMOVED SEE ANCHOR !• GUIDELINES, SHEET 7 'K' % EXTERIOR DADE APPROVED MULLION (SEE SEPERATE NOA) ALUMINUM: 6063 —T6 MIN. .125" MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) L 1 SEE ANCHOR !: GUIDELINES, : •. '. SHEET 7 L MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR MIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) 1 X WOOD BUCKSTRIP 1/4° MAX. SHIM 1EMBED MIN. EMBEDMENT EXCLUDING POINT 1/8° NOM. MIN. EXTERIOR METAL FRAMING A36 STEEL Fy=36 KSI MIN. .125" MIN. WALL THICKNESS #12 STEEL SELF — DRIWNG SMS (05) USE SAME ANCHOR QUANTITY, SPACING & EDGE DISTANCE AS /1SCR2 EWEL (SHEET 6) FLANGE FRAME (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE 1/4" MAX. SHIM EQUAL LEG FRAME (OTHER FRAMES SIM.) DI ECTLY TO MASONRY 1/4" MAX. SHIM 2X WOOD BACKER EXTERIOE FULL— LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) #12 STEEL SELF— DRIWNG SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD /WOOD SUBSTRATE • • NOTES f' • 1. UV ONLY AIIIIH •LITTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • • • • • a IMOD BUCKS • BUCKS•ARE O�',,N. �L,,1IF�NIT CAN BE INSTAU.ED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GGRtEATER. INST4. T z THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. • •3 %ATTACHAWAT T I ETAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. •4. IF APPUCABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MUWON NOA APPLIES TO WHOLE SYSTEM. •••• •••• Re.. >.Halt alkdee • s 11 ♦O is f f e • CHANGE MS SHEET DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS 15 LESS THAN 1 -1/2 °. 1X WOOD •E /• C ZII •• •• OStel • F.K. 07114/03 •-... . • 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. SQX 1529 NOKOMIS, FL 34274 SEE ANCHOR GUIDEUNES, SHEET 7 INTERIOR 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 7 MIN. CONCRETE 145I PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL r— 1/4" MAX. SHIM all1114.11 STEEL STUD Fy=33 KSI MIN. 18 GA MIN. FLANGE FRAME .(OTHER FRAMES SIM.) STEEL STUD SUBSTRATE INSTALLATION, FINNED FRAME mtec ALUMINUM PICTURE WINDOW, IMPACT sninrymr: Same Iamb PS7W I NTS I 5 ar 8 rm"In 4259-4 I D PRODUCT REVISED a oaa>Idytngwith Om PImida Buildiag Acceptenco Coda No 11_1110.0 1111:1 t. .4S •••• • • • • Head, Sill and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1-4) Anchor Description Anchor TYPe \ °A° or "8" Dimension (In) 24 30 38 42 48 84 60 67.875 Anchor Location* 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 _ g A a t3 36 Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Head/S13 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 5 6 6 6 6 6 6 6 6 6 7 6 7 8 48 Jamb 4 4 5 4 5 4 5 4 5 5 5 6 8 5 6 8 8 8 6 6 8 5 6 5 6 5 6 5 5 5 6 5 Head/SRI 2 2 2 2 3 3 3 3 4 3 4 3 6 4 6 4 5 8 8 8 .6 8 7 6 6 6 7 6 7 7 8 7 60 Jamb 6 6 6 6 8 5 8 6 6 6 8 6 8 8 7 6 6 6 7 8 7 8 7 6 7 8 7 6 7 6 7 6 Head/S111 2 2 2 2 3 3 3 3 4 3 4 3 6 4 6 4 6 6 8 5 8 8 7 6 7 6 7 8 8 7 8 7 67.875 Jamb 6 6 7 6 7 6 7 8 7 8 7 6 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 Hsad/SUI 2 2 2 2 3 3 3 3 4 3 4 3 6 4 6 4 6 6 6 5 6 8 7 6 7 8 7 6 8 7 8 7 72 Jamb 6 6 8 6 7 8 8 6 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 6 4 5 6 8 5 6 8 7 8 7 6 7 6 76.8 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 Heed/SRI 2 2 2 2 3 3 3 3 4 3 4 3 8 4 6 4 6 5 8 6 8 8 7 8 7 8 7 8 84 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8. 10 8 Head/S111 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 8 8 7 8 85.3 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 6 Head/SRI 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 6 6 6 7 0 96 Jamb 8 8 10 8 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 9 Head/S81 2 2 2 2 3 3 3 3 4 3 4 3 8 4 5 4 6 5 6 6 109.7 Jamb 9 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 2 2 2 2 3 3 3 3 4 3 4 3 6 4 5 4 *Width and Height dimensions maybe reversed to locate anchor quantities on the table. If so, the Head/SIII and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Heed/SIR 120 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 Head/8RI 2 2 2 2 3 3 3 3 4 3 4 3 128 Jamb 11 11 13 11 12 11 13 11 12 12 13 11 Heed/3i6 2 2 2 2 3 3 3 3 4 3 4 3 148 Jamb 12 12 18 12 13 92 18 12 Head/SRI 2 2 2 2 3 3 3 3 NOTES: • • • 1. 4v ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT". • 2.4AR SIZESSNOj •SkiWN, ROUND ge TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. • • • • • • 0.•98R ARCHrrECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL • WIDAI AND HEIGHT OIMENSIONS COMPLETELY FIT WITHIN. • • • • 4. THE WINDOVit ittnMANO HEIGHT (DIMENSIONS "A" AND "8") MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. • • RIFOLT FROM lolly TAW (SEE FIGURE, THIS SHEET). • • • 5. DIFFERENT 18fe96•MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. •••• •••• 1Fawa er We: Mean. ▪ • 40/18/11 a •N9 CHANGE THSq SHEET NEpg�gy rruN W INCLUDE J.A oa3E• /d f /10 • A • 1 I-OR dARGER WINDOWS. Anchor TYPe Anchor Description Substrate Min. Edge Otstence Mtn. Embad- merit 1 #12, Steel screw (G5) S. Pine 811. Stud, Gr 33 _0.884° 0.3247 1.375° .-0481180a #12, Steel screw (G5) _#12, Steel screw G #12, Steel screw (05) Alum. 6063 -T8 A36 Steel 0.324° 0.324° 0.125° 0.125° 2 #14, Steel screw (G5) S. Pine 0.884° 1.375° #14, Steel screw (05) SU. Stud, Gr 33 0.361° .048°1180a #14, Steel screw (05) Alum. 6063 -T9 0.381° 0.125° 014, Steel screw (05) A38 Steal 0.381° 0.125° 3 1/4° Steel Hide= S. Pine 1° 1.376° 1/4° 410 SS CreteFlex S. Pine 1° 1.375" 4 5116° Steel Ultmcon S. Pine 1.26° 1.375" A° & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "B" DIM. -°I h.-DIM.� "B° DIM. Rawl ar tkte: Reof•011u • RK 4/4/07 00114INElf SHEET WaaS By Dot= Irma[,: • F.K! •1W14A23 • • • • • IP 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. Fl. 34274 ANCHORAGE, WOOD SUBSTRATE Imo ALUMINUM PICTURE WINDOW, IMPACT Sam/reea, PYK701 NTS 6 d 8 • WI Ra mo 42.89.4 D • Product Control ``1LYNN 1 M/ r `%% " 0 / / /", � 4?• CENSF.' �A '': * // No. 58705 • A MI 0 F ; s. O�'• .f1.OR10�:••A (.9 , / / ,O . P.E. % • P.E.# 58705 •••• • • • • • • • • • • • • • • • • • •• • Head, SUI and Jamb Anchor Quantities into Masonry (Anchor Types 6-7) Anchor Description Anchor TYp N °A° or °B• Dimension (In) 24 30 39 42 48 64 80 67.876 Anchor Location* 6 6 7 5 6 7 5 8 7 8 6 7 6 6 7 5 8 7 5 8 7 6 6 7 "B" or •A" Dimension (in) se Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 Head/Sill 2 2 2 3 3 3 4 4 3 6 8 4 5 6 4 8 6 5 6 6 6 7 7 8 Jamb 5 4 4 6 6 4 5 6 4 6 5 6 8 6 6 6 5 6 6 6 5 6 5 6 Head/SDI 2 2 2 3 3 3 4 4 3 8 8 4 8 5 5 7 6 8 7 6 8 8 7 7 ea Jamb 8 6 5 8 8 6 8 6 5 7 6 6 7 6 8 7 8 9 7 6 8 7 6 8 Head/SIN 2 2 2 3 3 3 4 4 3 6 6 4 8 6 6 7 6 6 7 6 9 8 7 7 678 Jamb 7 8 6 7 6 6 7 7 6. 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 Head/S81 2 2 2 3 3 3 4 4 3 6 5 4 6 6 6 7 8 6 7 6 6 8 8 7 Jamb 8 6 8 8 7 8 8 7 8 8 7 7 9 7 7 9 7 7 9 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 6 5 4 8 8 8 7 6 6 7 8 6 78.8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 Head/Slil 2 2 2 3 3 3 4 4 3 6 6 4 6 5 5 7 6 8 7 6 6 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/SflI 2 2 2 3 3 3 4 4 3 8 5 4 8 6 5 7 6 8 86.3 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 a 8 10 8 8 Head(Sfll 2 2 2 3 3 3 4 4 3 8 6 4 6 6 5 7 8 8 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head/SW 2 2 2 3 3 3 4 4 3 6 6 4 8 6 5 109.7 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 Head/Sill 2 2 2 3 3 3 4 4 3 5 6 4 • 120 Jamb 13 10 10 13 11 10 13 11 10 Wldth and Height dimensions may be reversed to locate anchor quantities on the table. if so, the Head /SIII and Jamb roves must also be reversed so that the longer dimension gets the most anchors. . Head/S111 2 2 2 3 3 3 4 4 3 128 Jamb 13 11 11 13 12 11 13 12 11 Head/SflI 2 2 2 3 3 3 4 4 3 145 Jamb 16 12 12 16 13 12 Head/Sifl 2 2 2 3 3 3 NOTES: . • • 4. 417 ONE SIDE CANNOT BE MORE THAN 145" Ma HAVE AN AREA OF MORE THAN 32FT'. • 2. FOR S12E59N09 SHOWN, ROUND SLP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. • • • • • • B.* MDR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL • WIDTH AND FIG ; DIM :NSIONS COMPLETELY FIT WITHIN. • 4. THE WINDOWS WI? AND HEIGHT (DIMENSIONS A" AND "8") MAY BE REVERSED TO OBTAIN A MORE ACCURATE • • Q3SULT FROM .845 TABLE (SEE FIGURE, THIS SHEET). • • • 5. ISIFTERENT•A918117I9• MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. •••• •••• x•10 iB i 1 NO CHANCE MS SHEET A° DIM. i Anchor Anchor Description Substrate Min. Edge Oistance Min. Embed. meat 6 1/4" Steel Uitracon 1/4" Steel Ultrncon 'Hollow Block 2.7k Concrete 1° 1° 1.25°_ 1.377 6 1/4° 410 SS CreteFIex Hollow Block 1° 1.25° 114" 410 SS CreteFlex 3.35k Concrete 1° 1° 7 5117 Ullman Uluon Follow Bock 1.567 1.27 5/17 Steal Ultracon 3.8k Concrete 1.27 1° A" & "B° DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "B" DIM. -y °A" D54. "B" DIM. J.R. 3/31/10 III r .�/ • i17'J.rr, ,.� I.i•� i ire. " ■ 1'J'�� I- FDR •�• 'l'iI Road �e� pp4�4/4/07 I 11ll=W SHEET ./4V3 `r' 070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NORMS, FL 34274 ANCHORAGE, MASONRY SUBSTRATE BEN ALUMINUM PICTURE WINDOW, IMPACT P17401 I NTS le 7 d 8 I 4259-4 y 1LYNH / P/4 Milt '•�. * ' No. 58705 %I * sTATE • �'�FS •..;;tor�oP. � ' GZ.. ",,S'A ONAt. t4M*Mt , P.E. P.E.# 58705 •1•I • • •••• 2.784" 2.500" .062" INTEGRAL FIN FRAME MAT'L: 6063 —T5 DWG NO. 4256A 1.875" .094" .062" —I .062" 2.784" FLANGED FRAME MAT'L: 6063 —T5 DWG NO. 4253 • • • •• • •• • • • • • • 9••••• • • • • • • • • •••• •• •• • • • • • •• • J. •••• .970" —+{ .975' .050" f►- 7/16" LAMI GLASS BEAD MAT'L: 6063 —T5 KY DWG NO. 4255 .346" —►I UJ .975" .050" 1 -1/16" LAMI I.G. GLASS BEAD 11 MAT'L: 6063 —T5 DWG NO. 4254 INSTALL. FASTENER COVER 13 MAT'L: 6063 —T5 DWG NO. 4224 ITEM DWG # PART 8 DESCRIPTION 1 4258A 64258 Integral lin frame head, sill & jamb 2 4253 84253 Flanged frame head, sin & jamb 7 1155 781 PQX #8 x 1 Quad PH SMS stainless steal 8 Schnee- Morehead SM5504 acryl -r narrow joint sealant or 10 4255 64255 7/16 lami glass bead 11 4254 64254 1 -1/16 lama LG. glass bead 12 1224 61P247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener cower 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Corning 995 silicone structural sealant, black 17 7/18" lami glass: 3/18" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/18" heat strengthened 18 1 -1/16" lama LG. glass` 3/16" heat strengthened outboard - 7/16" alrapacs - 3/18" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 20 4282 84282 Architectural corner key 21 7/16" lami glass` 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened 1 -1118" lami I.G. gleam 3/18" heat strengthened outboard - 7/18" airspace - 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3/16" heat strengthened !db CHMGE THIS SHEET • • KIf7'/ •.YI D ,. N.I7 /• 4• I l•41111 •• • e 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT fiseavAloctoli awe scree •e"n 9 I<e. PN4791 - NTS I 8 w 8 I 4258.4 PItODUCIREMSED as gwth IIo Florida l(—fli©• N" —! ‘ \4 LYNN 21i1 * No. 58705 ';9S /ONAt -..: eti�dddd nA81AI P.E. P.E.# 58705 • • DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /nera/ PGT Industries 1070 Technology Drive, Nokomis, Fi. 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. DESCRH'TION: Series "FD -101" Outswing Aluminum French Door w/wo Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites ", sheets 1through 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by 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: 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options (glass types A, B, C & D) must be with interior 3/16" HS glass. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 marq:factujr itseirrin tots and shall be available for inspection at the job site at the request of the Building Official • • • • • • •' • • This NOA revises NOA # 07- 0629.10 and consists of this page 1 and evidence pages -IM w8111 as •ap1S'ro 'af' document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. ...... .. • • • • • • •. • ••• • .• .• • •.• is • •••••• • .• •.• :• NO?i,No 101422 •.• Expiration Date: October 18, 2012 Approval Date: November 23, 2011 • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • ••• PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 07- 0629.10). 2. Drawing No.11005 -1 Rev C, titled "Alum French door & Sidelites ", sheets "through 10 of 10, prepared by manufacturer, dated 02/22/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 07- 0629.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL- 5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015 -27 -001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Glazing complies with ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc, for "Saflex (clear & color) Interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 11-0624.01 issued to `13.I. DuPont Denemours" for "DuPont Butacite it PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest ", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter of conformance and no financial interest, dated 03- 02 -07, signed by Robert L. Clark, P.E. (transferred from file # 07- 0629.10) 3. Letter of lab compliance, part of the above test reports. G. OTHER ••• • • • • • •• 1. This NOA revises # 07- 0629.10, expiring October 18, 201%. .. 2. Test proposal dated Jan. 18, 2007 approved by BCCO. .. ••• •• • . . .. E -1 C.t.ttiwa'.. • • ; • ; •Ishacf Y. Ghanda, Il.E.* • ▪ Pro'duot fdont oknainiuer • ▪ •• • I dAi'lo'11 -1i 3.22•' Expiration Date: October 18, 2012 Approval Date: Novembe ;233 2011 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• • • • • • • • •• • • • •• • • • • • .• • • • • •••• • • • •• • •••• • • •••. • •• • • • ••• •••• • • . • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A 3/8° LAMI NOM. (.4021 CONSISTING OF (1) UTE OF 1/8° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. B. 3/8° LAMI NOM. (.4021 CONSIS11NG OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3116' HEAT STRENGTHENED GLASS. C. 7/16° LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS . D. 7116° LAMI NOM. (.4851 CONSISTING OF (1) UTE OF 3/16° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) UTE OF 3/16° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. 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 1300472. 3. CONFIGURATIONS: X, O p( XQ,.DA, ?OM, OXO, AND OXXO. 4. ANCHORAGE: THE 3318% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL &CREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2006 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE 70 DOOR CONNECTION : A THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1.. SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. •• • • • • • • EXTERIOR EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM • • . - 3/16° HEAT STRENGTHEND GLASS •••• • •••• --► .402 -'--'® 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 1/2° GLASS EXTERIOR 1/2° GLASS BITE EXT. - 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .0901PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16' HEAT STRENGTHEND GLASS .465 A 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES.......__1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE. 8-10 the PtmiO+. ��rrewN• l0 •22 In %WAR WO oanBS+ Apeekee 0 P302m00010E016W68 FX BMW anhlaec p ARrVEXI. OF CFA OVERV.1.1711CMOSSAMDCANA BR6 ..e Mama* aft MK MVO? • A L.L •F 6121107 ADD MANNA MK. IMO FL WWI PAZ gal U2a NoicoMfa n Sti d BST b NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Idolc m,e 1X I 1 d10 Iaroia 11005-1 • • • • • •• • • • • • • • •• TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE UTES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAJS) REINFORCEMENT 1S REQUIRED AT DOOR & SIDE LITE CONNECTIONS A WIDTH gA WIDTH 3° 371/216° 71 3/4" 0 WIDTH 27314" DOORS WITH GLASS TYPES A, B, C OR D HEIGHT 88- 793/4" +75.0 -75.0 7° - 833/4° I 873/4" I 91314° +75.0 -76.0 +75.0 -75.0 +75.0 8 °- 95314" -75.0 +75.0 -75.0 SINGLE SIDE UTES WITH GLASS TYPE A +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 361/8" +75.0 -75.0 +76.0 -75.0 +71.4 -71.4 +67.8 -87.8 +84.2 -842 38 3/4" +75.0 76.0 +74.9 -74.9 +70.4 -70.4 +66.6 -88.8 +63.1 -63.1 O WIDTH 1 38 314" SINGLE SIDE UTES WITH GLASS TYPES B, C OR 0 +75.0 -76.01+75.01 -75.01+75.01 -75.01 +75.01 -75.01 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, O)0(& OXXO (THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A,B,CORD HEIGHT A WIDTH As WIDTH 86- 793/4° 7°- 833/4° 873/4° 91 3/4" 80 - 95 3/4" 2 261/2" 271/2" 291/2" 26 31 1/2" 4° 47 3/4" +58.8 -68.8 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 51 3/4" +54.9 -54.9 +61.8 -51.8 +49.0 -49.0 +46.5 -48.6 +44.3 -44.3 55314" +51.7 -51.7 +48.8 -48.8 +46.1 -48.1 +43.8 -43.8 +41.8 -41.8 6° 59 3/4° +49.0 -49.0 +48.2 -48.2 +43.8 -43.8 +41.4 -41.4 +39.3 -39.3 28 331/2° 351/2" 30 371/2" 54 833/4° +43.1 43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 873/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.8 -35.8 6° 713/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 • • • SINGLE • • • _ ' SIDE LITE • • • • • 1 • • •••• • • • • • • •••• • • •••• • •• • • • ••• •••• • •• • • • •••• ••• • ••• • 0 WIDTH GLASS TYPES A,B,CORD 103/4" +75.0 -76.0 +75.0 -75.0 +75.0 -76.0 +75.0 -76.0 +76.0 -75.0 12 3/4" +75.0 -76.0 +76.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" 21 3/4" +72.4 +64.5 -72.4 +88.5 -88.5 +65.0 -65.0 +81.9 -81.9 -64.5 +81.0 -61.0 +57.8 -57.8 +65.0 -55.0 +59.0 +52.4 -59.0 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +472 -47.2 +44.7 -44.7 +42.6 -42.6 381/8" +35.2 -35.2 +35.2 -35.2 +35.2 -36.2 +352 -35.2 +34.4 -34.4 383/4" +34.0 -34.0 41u 1 01Wf1 was FX WUX7 bsosr Oft Rein FJG 7 RMtme 0 btri,le E bt•m° A TIO@OTB00DE0RAPGE +34.0 -34.0 +34.0 -34.0 +34.0 REVISED TAB= OESIGNP BA DOARFEDNON -REINA WINS= COMMA 81AB8TVPESAMAX8 038 INTO NOTEIMA6DNO7EBOlt ROBE 1 EV 2 aA ARDRDA T10,0107ABLS 1AN02 REDINGT71W 4213a tPR648 8AAD.WP. 7. ALLDP8F0:T TABLET etemoisx 7 -34.0 +34.0 -34.0 NOTES: ®1. GLASS TYPES: A. 3/8' LAMI (1/8° A, .090 PVB, 3/16" HS) B. 318° LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/18° A-090 PVB, 3/16° HS) D. 7116° LAMI (3/16° HS, .090 PVB, 3/16' HS) . COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2° MAX OXO WIDTH = 109 1/2' MAX XXO /OXX WIDTH =107 314° MAX OXXO WIDTH =143 3/4° 3. SINGLE DOORS 33 6/8° WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE UTE DESIGN PRESSURES: ® EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90° HIGH SINGLE DOOR WITH 29" SIDE LUTES DESIGN PRESSURE = +67.6 /-67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68° WIDE x 85° HIGH DOUBLE DOOR WITH 361/2" SIDE LIES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26° SIDE LUTES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. 0 FROM TABLE 2. 0)0(0 WITH GLASS TYPE C 63 3/4° WIDE x 80° HIGH DOUBLE DOOR WITH 26° SIDE LUTES DESIGN PRESSURE =+43.1 1-43.1 PSF 8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH ® REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL y,�PTiTifti AAAAPAlogg TN Tma Ti310TIXOGYDRIVE NOKOMIS, 1134276 P.G6 BQXt6119 FL 34274 eGir YLdbb Bem++ DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT blltaxbk Ides& bmiatis bit FD101 I 1x I 2 d 10 I 11005-1 I C • • s • •• • • • • • • • •• • • • • • • • • • • • •f • • • • • •••• • • • •• • •••• • • •••• • •• • • • ••• •••• • • 731/2° MAX. r— MAXI ~ SEE NOTE 40X OR XO I-- -38 --►I� 8EE NOTE 3 �� -- — r- MAX. mAx. 1 Er 4 SEE NOTE 4 71 3/4' MAX. i 24 9/15° MAX. DLO (TYP) OXO • • • • MM. •1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. • • e2•FbR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. • • •3•SIDE UTES OVERLAP 'X AND 700 DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'X(3', OX.'OXO' 7000,'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE UTE TO DOOR CONNECTIONS (SEE APPUCABILTTY SHEET 2). • • i!CLEAR OPENING FOR 9P AND XX' DOORS AS FOLLOWS: (9P DOORS = WIDTH - 5.848) (70(' DOOR = DOOR WIDTHI2 - 4.079) Ud 10h0111 • NO CHAM3EMESSMOLIT X A )0( SEE NOTE 4 143 3/4' MAX —SEE NOTE 3 --- -��MAX SEE NOTE 4 G 1G SEE NOTE 4 4° C •) 9Mdm• IT- rR,rr+w. DOOR DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH 7C = DOOR WIDTH - 1216115° DLO WIDTH'XX' = DOOR WIDTH/2 -11 5/18' SIDE LITE DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH = WIDTH -31/8' N NW 8!!807 Oda • VA407 Itadokaw 0 IdNYOnd; A CORRECT VERTIOV. 010AN•FORMUIAS GAxdedir SMBGLTANDfAQT2 76`d1AOT. DLO' DON =NW .J..L 10707ECHNOLOGY DRIVE Norman, fi MTh P.O.BQX1629 NOK0 ?8 FL UM ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT e 3 a 90 I �� 11006 -1 c I `t��111 I1111 Jd��' '•LYNN.. � * • N0.56105 _ • of- f`,) a II ` a LYNN M(LL1E`k P.E. FL P.E.# 58705 . 1....._t 85: m' CD i �E \\ FACT. \ +! I i './ Ef /ENACT. 1 'IE 2 , Ef 2 SEE NOTE 4 G 1G SEE NOTE 4 4° C •) 9Mdm• IT- rR,rr+w. DOOR DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH 7C = DOOR WIDTH - 1216115° DLO WIDTH'XX' = DOOR WIDTH/2 -11 5/18' SIDE LITE DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH = WIDTH -31/8' N NW 8!!807 Oda • VA407 Itadokaw 0 IdNYOnd; A CORRECT VERTIOV. 010AN•FORMUIAS GAxdedir SMBGLTANDfAQT2 76`d1AOT. DLO' DON =NW .J..L 10707ECHNOLOGY DRIVE Norman, fi MTh P.O.BQX1629 NOK0 ?8 FL UM ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT e 3 a 90 I �� 11006 -1 c I `t��111 I1111 Jd��' '•LYNN.. � * • N0.56105 _ • of- f`,) a II ` a LYNN M(LL1E`k P.E. FL P.E.# 58705 • •• • • • • • •• • • • • • • • • • • • •■ •. ••• •••• • • • • • ■• • •• •••• • • • 0 • • •••• • • • • •• •• • • ••• •• •••• INTERIOR . MAX. MAX. DLO DOOR HEIGHT 1.489 1 DOOR SECT. A-A VERTICAL EXTERIOR INTERIOR MAX. SIDE LITE HEIGHT SL SECT. B-B VERTICAL SL VIEW G-G CORNER ASSEMBLY •• •• • •• • • ••• • • • • • •,•dam WHAYI 0 N00.EVVOli eli &T RaWFA Rta •lndE9a4 FA • • FJc tr• WNW 9/22/07 Een61oos 0 Rabble A NOCRAVOS TIM EEY. 0I0110011815 HOLLOW HEM MIGNON ATOMERA• Y ddeA AAA 6121/07 IWO TECHNOLOGY DRIVE NOMOM18 FL NM P.O. 0QX Ma Ltdi.3674 gdr EXAMPLE ELEVATIONS 10111bb Better ALUM. FRENCH DOOR & SIDE LITES, IMPACT Salsolkdol FD101 1sar 1/7�c 14 gene d 10 11005.1 I C • • • • • • • • • • • • • • • • •• • • • • • •• • • • • •••• • • • •• • •••• • • •••• • •• • • • ••• •••• • • • • • • • • • SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7.8 AND 9) •• • • s • • 4 4 4 • • • •• •• • �•••• • MAX DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX SL WIDTH -+1 INTERIOR EXTERIOR SL SECT. F -F HORIZ. (SINGLE SIDE UTE) no301(CT 8010100 RIMft Coe so W1111,/,,, •,I„t 000,11 boron FA: an8'w • 0 NO 0W1001109 816Er macaws TWO M M Ream B A •Fx AVIPLOORV0606fu1b-100CB00043VW= SIDE Unr WS= vF •• F.K 7 SS °` caw ns s P.O. BQ11187H AgKQIBB, FL W71 PA GT orollObtr VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0101 11,2x 16 • 10 u1ar� 110051 I C •• • • • • • • • •• • • • •• • • • • • • • e• • • • • •••• • • • •• • •••• • • •••• • •• • • • ••• •••• • • •••• • TEA DWG It PGT# 1 943B 80411 2 1010 80300 3 7070 67070K 4 968 7966X DESCRIPTION WSWP.,0 -LON .190 X.376 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 . L i K = =i1'7 - LATE FRAME HEAD STRIKEPLATE BACKING PLATE #8.32 X.600 PH. FL MS - S.S. W/SILICONE PATCH GASKET = ETWEEN THRESHOLD & FRAME JAMB 11 12 13 14 15 16 11000 1670 11004A 11001A 11002A 11003A 9150 1010 9608 11'''M 671670 611004M 411001A 411002A 411003A 60360 80300 68808M T--. c -*1 -7 - • . WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPAoER .095 (I4HOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB (• U1BWING) W51P.,Q LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X0.650, 8081-16 #8X1.500'HSQAT/S 41 710X34PFA 67070K 91 911E 917 10 6911 7FRMO P I 0 X.750 PH. FL. SPAS ITEM 80 DWG 920D PGT# 6920D DESCRIPTION SIDELITE HEADER 81 921D 8921 SIDELITE SILL 62 918B 80381 SIDELITE JAMB 83 64 66 1166 998 999 781PQA 7998 7999 68 934A 61841M 67 70 712863K 71 71287K 72 4222A 64222 13 988 8988 #8 X1.000 QUAD PN. SMS HEAD MASK @1S (STOCKING #7s8) SILL GASKETS (STOCKING #70999) 81091119 JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW SET RING BLOCK, 3132" X1/4" X1" W /PSA SETTING BLOCK, 1/18" X 112" X 1" W/PSA BEAD, 1/18a BEAD, 318" 92 986 84988 BEAD, INTERIOR 93 1224 6712247 94 SILICONE, DOW 899, 9836R-Eatswox+0 ssvA% 95 GLASS, 3/8" LAMI -118" A .90 PVB, 3118" HS 96 GLASS, 3/8" LAMI -1/8" H8-90 PVB, 3/18" HS 97 GLASS, 7/18" LAMI - 3/16" A, .90 PVB, 3116" HS 98 GLASS, 7/18" LAMI - 3/18" HS, .90 PVB, 3/18" 148 BULB, THICK (USED IN EXTRUDED BEAD) 103 GLAZING OFF -THE SHELF (DEAD BOLT LOCK 0X. ;n:.T -L 6. ta[ �x i1 j 1130 FDA ?1 1 THT T `•D 0 ' AIIIIIIi'•, ry.._ B34FPT -'-'1T:=6 LA 8116 -18 n °c • H NUT • S N 'ANEL 93717 818, .A[i L . 7111 c) WSW., .187 X 260 HIGH, FINSEAL SLICE BOLTASSY. (INACTIVE PANEL ONLY) #8 X.600 PH FL SMS TYPE Bb8 8&Ll. DUST PLUG (INACTIVE PNL T :WC DOOR PANEL ASTRAGAL 2 (OUTSWING) W8TP.,0 -LAN .190 X.200 HIGH LOCK SUPPORTASSY. (41707 & 41708) 7834E #6 X . 80 PH. FL SMS FD2PTAY 2 PT. LOCK ASSY. 89. 8R1 RUBBER SLEEVE t 9 0 41721 STRIKE PL INSERT (INACTIVE PANEL) 931 7FRSPX DEADBOLTSTRIKE PLATE DS 1118 710X34PFA #10 X.760 PH FL SMS 64 70957X HANDLE STRIKE PLATE 65 1118 710X34PFA #10 X.760 PH FL SMS .504 --01 ro 380 A55-- 011•--f 13 OUTSWING THRESHOLD CHANNEL COVER 6083 -T6 IM di •Mw+r mow• +- � c 12- r- 2.750 --� .680-0-1 25J OTUBE MULL 8083 -T5 LYNN Mlt/i,� \c•ENSE . * i 00. 66705 a swe �'�.SSIONA4,••'�'• A. L484 Mf ' ! P.E. FL P.E.# 58705 • • • • • •• • • • • • • • .• •• • • • • • •• • • • • •••• • • • •• • •••• • • •••• • •• • • • ••• •••• • • •••• DOOR PANEL TOP & BOTTOM RAIL 6083 -T5 it 4.100 1.750 DOOR PANEL SIDE RAIL 6063 -T5 .1 1-4--1.6004-1 1 x.126 ODOOR PANEL INTERIOR ASTRAGAL 6063 -T5 -.568 r- 050 .683 TRUSS CLAMP 3/8" GLAZING BEAD 6063 -T5 73 6063-T5 x+-3.100--' ODOOR PANEL EXTERIOR ASTRAGAL 8083 -T5 L —.626 050 .683 1 1.272 • •• • • • .050 • • 1 O FRAME HEAD • • 6083 -T6 • • • 1.479 •• •• • • • I•• • I• • •• • • • 11 • W. 3.000-1 OUTSWING THRESHOLD 6063 -T6 60 SL HEADER 6063 -T6 81 SL SILL 8083 TB 7/16"" GLAZING BEAD 6083 -T5 4.588 5.212 r1.480� 3.000 060 DOOR FRAME, JAMB 6083 -T6 62 SL JAMB 6083-TO 1.830 2.880 .050 OSL JAMB ADAPTER 8063 -T6 .050 1.620 1 250—d k-- 37 WEATHER STRIP CHANNEL 6063 -T5 0.375 .125 ritORUCr'ABO *Mi. Cole Aw4euwN• 6l '22 Ilkainsiou U* h are MAW OWN 4+x897 • 0 NO CiAtae 11086116111T Dix WNW are 2/72/07 1 a rrne a• as J.J. NOCHANG8TWBSHEET. 4X97 DOOR' TO RS6+703131ASSa®O•Linaeo ns+.0.45ase c.r 621/07 WO TECHNOT.o0Y:3RM P.O.0QX1529 NI7XIMPX FL SOX EXTRUSION PROFILES not ALUM. FRENCH DOOR & SIDE LI7ES, IMPACT eafteltet P0101 tote 1'/Zx j�7 d 10 I°r'bik' 110054 I C 40/,/110 .OENSF.' 'ic • /40.58705 A. LYNN MOVER, P.E. FL P.E.# 58705 •• • • • • • •• •• • •••• • • • •• • •••• • • •••• • •• • • • ••• •••• • • •••• • • • • HEAD ZONE °C° I HEAD I ZONE "D'�ZONEE "D °I I ZONE 'V I J / \ I I- -I a a In (o a xx 2 ° s 1 ZONEE'D° —1-ZONE SILL ZONE 'C° SEE TABLE 3., SHT. 9 z z N N HEAD HEAD f�ZONE°F'�Z� • • • • • • • rZ NE�ZONE °F.-1-ZONE4 • • • 7=° SEE TABLE 7. SHT. 9 "E° • 1 W 0 N 1 'ZO 'D" ZONE "D°' SEE TABLE 4., SHT. 9 SILL ZONE °E° SEE TABLE 8„ BHT. 9 XO OR OX 1 SILL 1 SILL _1 t ZONE 'D" 'ZONE 'E' SEE TAKE 8.. SHT. 9 ,. N PLUS; 1 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19°x83 3/4' SIDE LITES °B° AND "E° ZONE ANCHORS FROM TABLE 7, SHEET 9. HEAD HEAD HEAD f— HEAD HEAD Z EDE FZONE °D ZONE I ZON°F°�ZON N i /\‘// I XXO OR ♦\ \ OXX R A# /�♦ // OXXO .,° 1 1 1 1 > / SILL SILL SU ZONE °�ZONE°F°�Z SEE TABLE 7.. SHT. 9 } --JAMB ZONE "B' --} Pi x t t ..A I R A# /�♦ // OXXO 71 / 71 ♦\ / *. • > / P. R t 3 7 7 i-- -JAMB ZONE "B" I • \• • ZONE ZONE`F° ZONE °F"�ZONE� °E° SEE TABLE 7.. BHT. 9 °E° B. 71 3/4 °x83 3/4° XX DOOR ZONE "F° ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+8+8+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4°H UNIT, NOTES: 713/4'W X C DOOR WITH 19'W SIDE LITES (SEE SOLUTION ABOVE) A�PpPROVED ANCHOR TYPES ARE: 1.1/4° ELCO TAPCONS 2.1/4' ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS • �2ARICHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3° MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. • IAMBS (ALL): 131/4° MAX. FROM CORNERS AND 23 1/8° MAX. O.C. • • • • rEAD & SILL OF DOORS: 8° MAX. FROM CORNERS, 9° MAX. FROM ASTRAGAL CENTERS AND 20 7/8° MAX. O.C. HEAD & SILL OF SIDE LITES: 8° MAX FROM CORNERS AND 24 3/4° MAX O.C. •3.1b DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. *Nommo Olt Raft= AA • � + 1 •rte 7xI0RANQETK9BR®i 1070 TECHNOLOGY DRIVE PX 11I8C7 0 NO CHANGE noss'r. KOKOda F194275 �W o • Orr OhedsdEO cye corahawOARVS crobxoo TYPES vaegocl� FJC 2 87 .Lb 829/O7 I fA7KO=F.9427/ Vlsl•f Better ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE UTES, IMPACT faiattak I N7S 18 d 10 I mwoa. 11005-1 Mistier Waco =WO ihe Radii *a.m.•• 10I 7:y. arrrr•a a /Z vIGENSS* * � ic: No.56705 ,-o to STA OF 3: c`S,SIONAL s' A. LYNN M I t P.E. FL P.E.• 68705 •• • • • • • • •• • • • • •••• • • • •• • •••• • • •••• • •• • • • ••• •••• • • •••• TABLE 3. A DOORS GLASS TYPES ANCHOR TYP & SUBSTRATE 2;28 152M. %N - 25 . . TO 37.50 WIDTH x HE. 28.50 x79. 83.7= 87. 81.75 98.75 27.60 x 79.7! 83... 87:75 91.75 95.7 29.50 x79. 83. 87.7' 91.7 95.7 31.50 x 79.76 83.75 87.78 91.7: 95.7. 33.60 x 79.75 A,B,C,D 2,3, WOOD 1,2, CONC LOAD ZONES 7 2 10 4 2 8 83.: •• 87. ' • •91.75 • •9& 3.50 C79. . •4••••3.75 • • • •87. • 95.. 4 3' , : • :679.75 1••• 83. 67. • 91.75 • (��,4 88.75 7 7 3 10 4.3 5 xJC PA MAW _ FF/C 2f22/07 3 10 4 3 6 TABLE 4. XX DOORS (ALSO X DOOR OF XO 8, OX GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE 2,3, WOOD A, 6,C,D 1,2, CONC TABLE 6. (LO & OX GLASS TYPE& ANCHOR TYPE & SUBSTRATE 2,3, WOOD TABLE 7.0X I, 7Q(O OX & OXXO GLASS TYPES A, B, C, D ANCHOR TYPE & suB8TRATE 2 W000 1,2, CONC DOOR WIDTHS %ON - 47.75 TO 71.78 WIDTH x HE YM W Ns! LOAD ZONES - 10.75 TO 38.76 WIDTH x Hi O 0 0 O POOR WIDTHS 9C - 28.60 TO 37.50 SIDE UTE WIDTH x HL LOAD ZONES POOR WIDTHS - 25.80 TO 37.50 6.6 x x %0( - 47.75 TO 71.75 SIDE LITE WOTH x HT. O 0 O O 47.75 x 79.75 83.75 87.75 91.78 95.75 51/6 x 78.75 83.75 87.75 91.75 95.76 85.75 x 79.75 83.75 87.75 81.75 95.75 59.75 x 79.76 83.75 87.76 91.75 95.75 83.75 x 79.76 83.75 87.75 91.75 95.75 87.75 x 79.76 83.75 87.75 91.75 95.75 71.78 x 79.76 83.75 87/6 91.76 95.76 4 3 5 4 5 4 6 4 5 4 8 4 8 4 5 4 5 4 8 4 8 4 5 4 6 4 8 4 8 4 6 5 6 5 8 6 8 8 5 8 5 6 5 6 5 6 5 7 8 6 5 6 5 8 6 7 8 7 6 8 5 8 6 6 5 7 8 7 6 8 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 4 ,4 4 4 4 4 4 2 3 10.75 x 79.76 4 1 4 1 2 3 83.75 4 1 4 1 3 87.76 4 1 4 1 3 91.76 4 1 4 1 2 3 95/5 4 1 4 1 2 3 12.75 x 79.75 4 2 4 2 83.75 4 2 4 2 87.78 4 2 4 2 91.76 4 2 4 2 3 5 95.76, 4 2 4 2 2 3 19.00 x 7975' 4 2 4 2 83.75 4 2 4 2 8775 4 2 4 2 91.76 4 2 4 2 3 5 95.75 4 2 4 2 2 3 21.75 x 79.7g 4 2 4 2 83.76 4 2 4 2 87.75 4 2 4 2 9136 5 2 4 2 3 5 95.75 5 2 4 2 2 3 27.75 x 79.75 5 2 4 2 83.75 6 2 4 2 87.78 5 2 4 2 91.76 6 2 4 2 3 5 95.75 8 2 4 2 3 5 36.13 x 79..75 8 3 4 3 3 5 83.75 8 3 4 3 3 5 87.75 7 3 4 3 3 5 91.75 7 3 4 3 3 6; 85.75 7 3 4 3 3 5 38.75 x 79.75 8 3 4 3 3{ 8 83.75 8 3 4 3 3 5 87.76 7 3 4 3 3 $ 91.787 3 4 3 3 $ 95.76 7 3 2 2 2 3 4 2 3 4 4 4 4 4 4 4 4 (4 4 2 3 2 3 2 3 3 5 2 3 3 6 8 4 8 4 8 4 8 4 6 4 8 4 10 4 8 4 8 4 8 4 10 4 10 4 8 4 9 4 9 4 10 4 10 4 3 6 3 5 3 5 3 5 0 NO CHANGE MAOI T JawADQXM5701 1186HE6L ADO Wr 0 USE *TARE •roTAEE4, 17. GU4NOMOL0•.,N9/ADYAVB A '0'W •W i COLOU 1NEFERE NCE MX TOA & TN' Vedid .1..L 62007 TEOHNOLOOY OWE 11010308, FL MTh P.O.0QX 1829 N0x0169, FL SW4 4 3 10.75 x 79.76 83.75 87.75 91.75 9575 1275 x 79.76 83.76 87.75 91.75 95.76 19.00 x 79.75 83.75 87.75 91.76 98.75 21.76 x 79.75 83.75 87.75 91.75 95.75 27.75 x 78.75 83.78 87.75 91.75 98.76 38.13 x 79.75 83.76 87.75 91.76 85.76 38.75 x 79.75 83.76 87.76 91.76 85.75 42 4 2, 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 8 3 8 33 8 3 6 3 4 3 6 3 0 3 6 4 8 4 7 5 7 5 7 5 8 4 6 4 7 8 7 5 7 5 1 .4 1 1 1 42 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 10.78 x 79.75 4 2 83.754 2 87.76 4 2 91.76 4 2 95. 4 2 12.76 x 79.76 4 2 g 83.78 4 2 61.78 4 2 91.76 4 0&75,43., 19.00 x 79.761 3 83.714 3 0 57.75 4 3 91. • 4 3 21.75 x 79.78 4 3 1 di 83.75 4 3 87.75 4 3 91.75 5 3 85.75 5 3 27.75 x 79.75 4 33 83.76 5 3 87., 5 3 91.76 8 3 85.75 8 3 38.13x79.788 4 83.75 8 4 87.75\ 7 5 91.75 7 8 85.75 7 8 3815 x 79.75 8 4 83.76 8 4 87.75 7 5 91.75 7 6 95.75 7 5 e4 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2, 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 e4 1 1 APPROVED ANCHOR TYPES: 1.1/4' ELCO TAPCONS 2. 1/4° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. MistAssime Bapirods• Oft -101 2/2 ��T l>«bh Bemar. ANCHOR QUANTITY LOAD ZONE TABLES ALUM. FRENCH DOOR& SIDELITES, IMPACT P0101 1.1 9 d 10 16.4"e 11005-1 •• • • • • • •• • • • • •••• • • • •• • •••• • • 0••• • •• • • • ••• •••• • • •••• 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK,NOTE2 1/4° MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8° 1/4" MAX SHIM 1 MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 DOOR JAMB (WOOD) GONG ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT_• 1X WOOD BUCK, NOTE 2 1 3/8" TYPE 1 1 3/4" TYPE 2 2X WOOD 3.4 KSI MIN. CONC. BUCK NOTE 21 1X WOOD BUCK, NOTE 2 � 7 1 3/8° MIN. 1/4" MAX SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) MAX SHIM —r 1 314" • 4 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (GONG) SIDE LITE HEAD (WOOD) 1 3/4' TYPE 2 (CONC) 1/4" MAX SHIM 1/4° MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 MIN. E.D. ..e1"1 3/4 MIN. E.D. 1.6 KSI MIN. CMU OR DOOR JAMB (CONC) SIDE LITE JAMB (VVOOD) SIDE LITE JAIVIB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 NOTE 1 3.4 K81 MIN. CONC. WOOD ANCHOR. TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 1/4 MAX SHIM • 2X WOOD 1314" I,t, • COOR S (WOOD) 2 DOOR SILL (CONC) • • • 07ES: NOTE 3 I-1/4" MAX 1 3/8° TYPE 1 1314 °7YPE2 1 3/8° MIN. 2X WOOD EXT• CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1 3/8" TYPE 1 1 3/4° TYPE 2 1/4° MAX SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) t 1 1/4" TYPE 1 OR 2 (CMU) 13/8° TYPE 1 (CONC) 1 314° 1 3/4° TYPE 2 (CONC) MIN. ED. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. • �.� 1 3/4' MIN. E.D. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. t 1X WOOD BUCK, NOTE 2 1/4" MAX SHIM 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. • ..: rl ,., , a. .. ("- 13/4 —.1 MIN. E.D. SIDE LITE SILL (CONC) 1!4° MAX SHIM . 4 3/8° TYPE 1 • .1 3/4- TYPE 2 •1• CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8° MIN. (TYPE 1) OR 1/4° SS4 • -FLEX EMBEDDED 13/4° MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 314". FOR WOOD INSTALLATIONS USE 4 • • ATESCREWS, 06 (TYPE 3) OR ELCO 1/4° SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8° MIN. (TYPE 2). •?• IMOD 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 • DEPICTED AS 2x ARE 1 12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE • • AUTHORITY HAVING JURISDICTION (AHJ). •G■ WALL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) • MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SI . THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS • • • %MD, 304 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • MoVs16}a aft FX V407 Faucr =Ws iv Nati *Wiliam! •• •2.2 !•Mb°k 0 NO CHANGE tiniDlOW NOCIDINOI Tt68N@&7. Rattan A aB7ARA ADDAMWORTYVS NOTE I Ma l YPBYAJONYAxiD DOst WM TECHNOLOGY WAVE NOKOISA F1$ 76 DA. BQX1 9 ' ND MOND PL34274 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDELITES. IMPACT asmsefte !ab We FDIOI I NTS 110 0 10 Iarva. 11005-1 I a ,Osa.I ```.11111111!!!' LYNN. 4p, ` *Ili. Np,55706 ce 1q� a. STATE OF a,� •.., !tORtOP. t• �' FS . S' /ONAt -' " A. LYNN'MIU , P.E. FL P.E.# 58705 , / Y DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 faits 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. 6300314, 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 rrquga.of thg Bgild�n$Offcial. This NOA revises 14OA # 10- 0819.05 and consists of this page 1 an8 evidedcd pQgg I;1: a3 v¢eli as approval MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov /oera/ • ......... . document mentioned above. • • • • .... • •• ••• •• • . . .. The submitted documentation was reviewed by Manuel Perez, P.E. IAMWADE COUNTY APPROVED ...... .. • . • • • • • • • . Nat I Ib. 31- 0922.01 • • • • • ipisatiort Rate: M$y 26, 2016 Approval bate: Member 08, 2011 Page 1 • • • • •••••• • .•• • • • ••• • • • • •• - • • • • • • • • �7 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A -1 thru E -1), dated 02/28 -11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10-0819.05) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC -2007 and FBC -2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10- 1070 -R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to pOT•hldust=ies lot t teiJuPGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/2Fi i ax inion 05/26/16. 4 E -1 ue Perez, P.E. • •; • • • • • • Product < < nt 1 Examiner • • • • • • NO .11- 0922.01 • • . ... • . • . • • • • • kxpihion D'te: May 26, 2016 • Approval Date: be emLer 08, 2011 ..•. • . . • • • .. • • • • • • • • • • .•. • • • • • • • • . • • • • •. • •. • • • • .• • •.• • • • ••• • SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT - RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS ATHRU O SHEETS24 MULL LENGTH TOPEN010 WIDTH FOR VERTICAL E DETAILS / -� SEED.O 4 AD,OH SHEETS 24 ARCHES TORE INSCRIBED INSIDE RECTANGULAR SHAPE 1 SEE DETAILS ATHRU SHEETS 23 / OPENING HEIGHT FOR HORIZONTAL SEE DETAL.E.' SHEETS FENESTRATION PRODUCTS MAY BE OF ANY TYPE MUST BE MANUFACTURED BY PDT. HORIZONTAL MULL LENGTH /SEE DETAILS AA,O.H SHEETS 23 HORIZONTAL MULL LENGTH •• • • • • • • • •• • •• •ADDITIONIAL EXAMPLES OF NULL CONFR 4T(Ott: • j I I_ • f- - oA�NILx1wD10 -� •• 1-- -HORUZ MULL. LENGTH -1 GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MUWONS HAVE BEEN TESTED AS `FREE- FLOATING° AND 00 NOT NEED TO BE DIRECTLY ATTACHED TO THE MUWON CUPS. BUT SHALL NOT HAVE A GAP OF MORE THAN V4' FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MUWONS OR FENESTRATION PRODUCTS SHALL APPLY. 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES. ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL -8443; ELCO ULTRACON /AGGRE -GATOR NOM'S; ANSVAF&PA NDS FOR WOOD CONSTRUCTION; ADM - ALUMINUM DESIGN MANUAL 9) MULLIONS AND CUPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PST- APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS, 10) MULUONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. r. •y - •• • • emu MULLION • • SINGLE MU - • WGK•••• • • • • • • • • • • L FROM FIGURE 1 ABOVE. • •••• MILL LENGRI 141_ °PEND* WDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MUWONS GENERAL NOTES...__..___1 INSTRUCTIONS 1 ELEV ATIONS ....._.........._......._ -- MULL TO 2X WOOD........__ 2 MULL TO 1X & MASONRY...,.._ _- 2 INSTALLATION NOTES- ___..._. 2 MULL TO MASONRY.„„,.,_,._.__. 3 MULL TO STEEL STUD..__....__ 3 MULL TO MULL_._._...____.__ 3 ANCHOR SPECS___._.__.__ 3 ALTERNATATE CUPS- _...___.._.4 BAY MULL INSTALLATION--w.4 1 X 2 X.126 MULL SPECS- .__.._._8 1 X2X.376 MULL SPE S.„__.„_8 1 X 2.78 X.978 MULL SPECS__._7 1 X 276X.95 MULL SPECS---13 1X 3.128 X.600 MULL SPECS.--13 1 X 4 X .125 MULL SPECS...•...._.10 1 X 4 X .376 MULL SPECS .... 11 1.28X 3.188 X.288 MULL SPECS...12 2 X 4 X.5 MULL SPECS,............ 13 2X 6X.22 MULL SPECS 14 1.95 X 2.11 X.128 MULL SPECS.... 16 36x 3.2E BAY MULL SPECS.... 16 48' x 328 BAY MULL SPECS —_ 17 MULLION & CUP DIMENSIONS._ 18-28 EXAMPLES 1 & 2._.......__.__.....21 LOADING EXAMPLEB___....•...22 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIFT) FOR THE OPENING USING THE ASCB7 STANDARD. 2) CHOOSE A MUWON 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* CR'1'RIANGULAR/IRAPEZOIDAL'. 4) FIND THE CHOSEN MULLIONS pdUWON CAPACITY (LBSIFT') FROM TABLES 1A TROUGH 13A, ON SHEETS 8 THROUGH 17 RESPECTIVELY, USING THE MUWON TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FPl FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUITED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBSJFT°) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LEIS/FN) FOR THE OPENING, YOU MAY USE THE ANCHOR CAPACITY ADJUSTMENT FORMULA° TO OBTAN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBSIFT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT'(OBTAINED FOR THE MUWON SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE 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. CC i L 1 1 1 A� 1 153 PRODUCT REVISED Du1Idlb ChodoefhoFlonlda A No TIsue 2.A. Dmo± �vrxr DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EDGE DISTANCE SCREWS FOR WOOD (250. FoR MULLION SEE SHEETS 10,10 FOR HOLE LOCATIONS TYP. ANCHOR PER SUBSTRATE. ///—EiDGEIEND SEE TAMES 18-108 DISTANCE SEE TABLES 18.108 • • • • •INSIIAL*ATION NOIR* • • • • • • • • • • • • 6 f):141140R EmBEDIMPRT Tel BASE AURIIROAt SHALL BE BEYOND WALL DRESSING OR STUCCO, 1884171TV OF 40418144ND MULCZIOWN ABOVE ARE FOR PICTORIAL REPRESENTATION • ONLYABECAUSE ThafiggiioR CPPA D PARTLY ON THE ANCHOR TO ANCHOR DISTANCE. THE • • WARM QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE • FOLLOWING SHEETS!FOR DETAILS AVM BITHER/THE STANDARD OR INTERIOR CLIP MAY BE USED. • • : 1)7Ra10R HEAIII(IE MAY BE PANIVWS; ItSdilEAD OR FLATHEAD. • • • • • • __ • • 4) WOOD BUCKS ARE OPTIONAL, SESIDEIALt•SHEET 3. • • • • • • ft) FOR Mame 6P,p1,1qAttONS IN MIAMI-DADE COUNTY, USE ONLY MIAIVII-DADE COUNTY APPROVED ELCO ULTRACON • ... co 1/4 • S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MULLION TYP. ANCHOR PER SUBSTRATE. SEE SEE TABLES 18.103 MIN 2.7101 • • • • EDGE CONCRETE OR.CMU. I I DISTANCE, SEE SEE TABLES EDGE DISTANCE 18.108 FOR MASONRY ANCHORS EXTERIOR snag DISTANCE FOR MASONRY ANCHORS MIN 2.7 KM CONCRETE OR CM.LI FRONT VIEW SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CUP MAY BE INSTALLED BY THIS METHOD. (/) 0 1 at PRODUCT REVISED es complytha wills the Find& 13unding Cob Acceptance No PA% •■•■ .■■ •. Rata ..f.PAW(eIV • DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) MULLION ERHER THE STANDARD OR OFFSE718AI CLIP MAYBE INSTALLED BY THIS METHOD. TYP. ANCHOR SUBSTRATE. BEE TABLES 111700 EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR //—PER SUBSTRATE, BEETABLEB 78 -tae MN 27101 CONCRETE OR CMU FRONT VIEW y. TVP. ANCHOR SUBSTRATE, SEE TABLES 18-100 MIN 2.7 HSI CONCRETE OR CMI) 18403 SIDE VIEW INSTALLATION NOTES: • 1) ANT OR EMBeDMEIR TE BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. : • /).Qr.141TITY OF ANCHOR> WD MULEIOSIZE 1HOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE•T♦jr R CAPACITY I3 BABIED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE • • EORR!CT QUANTNY AND IIOCATIONOF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE gOLLOWNO SHEETS. FOR DETAILS AD, SITHE THE STANDARD OR INTERIOR CLIP MAY BE USED. • • • mdtigGIiOR BEADS wAY BE PANFIN, HFIIEAD OR FLATHEAD. • • %)•ADOD BUCKS PRI OPTIONAL, SELEj11fNSHEET • • MASONWAI•PIICATIONS IN MW18O1OE COUNTY. USE ONLY MIAMI -DADE COUNTY APPROVED • ELCO4ILTRAcOI eg 1I4' S.S. A% G mp2R MASONRY ANCHORS. • • • •• • •• • • • ••• • •• • • • • •••• • • • •••• • DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) TOP VIEW VARCS NOTES: 1) MAY BE INSTALLED IN °TEE° OR °CROSS° INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 18-20 FOR CORRESPONDING MULLION. FRONT VIEW DETAIL D: MULUON ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYF. ANCHOR SUBSTRATE. SEE TABLES 18.100 SIDE VIEW MULLION FRONT VIEW EXTEFUOR FOR STEEL STUDS_THINIIERTAN 180A AM CLAM WITH THE FL BUILDING A2% WOOD BACKER MUST USED. ATTACHMENT BYOTHER& USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD - BACKED STEEL STUDS. WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 6-17, FOR QUANTITY OF SCREWS. SIDE VIEW EDGE DISTANCE SEE TABLES 18-103 m 1 2 1 Awaptmu•No -/ 1 •1 1 \ \%ll1Il1/Tl, '/ No.E8705 iT i,'2��••.FLOR�pA•�C'1`�` '',;W∎614NAL A. LYNN f411LLER P.E. FL P.E.# 58705 a A3TS. fff- DETAIL F: FIELD - MODIFIED MULLION CLIP (F -CUP) SEE DETAILS A-E, SHEER 2 Alms FOR INSTALLATION TO SPECIFIC SUBSTRATE& O 0 0 0 DETAIL O: ANGLE MULLION CLIP (ANGLE CLIP) MUWON O 0 SIDE VIEW SHOWN WITH 1* X4`X.12` MLBLION STANDARD MULLION CUP MODIEi2DD TO FIT GELD COMMONS. • ••• figEtoR • • •• • • ••ow • PER ANC4OR EJTO WDOA STEEL. MIL GMUVR MASONRY • rf.Al2/ i/ • • • •• 2 • TYP. ANCHOR PER SUBSTRATE, SEE TABLES IB -10B • • • STANDARD CUP TOSE moor= DVPIELD. • • • • •• • • •••• • • •••• • NOTES FOR INSTALLATION OPTIONS F: • dfrAre ISROTAE!f ABLEFORTHEIBPtiIVIR19ES °X21rX.128`MULLION. It) SEE TABLES 1B-tOB FRRR•AIGCHOR Qt3ANji}IELJ1RND SHEETS 1 8-20 FOR HOLE LOCATIONS. 3) THE 2X5 CUP ISAIOT SUITABLE FOR THIS APPLICATION. •••• DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30 OR40` BAY MULL 0 0 TOP VIEW TIP. ANCHOR SUBSTRATE, SEE TABLES 18.118 TXB`X.128 ANGLE CUP, 2 PER MULLION END, MUST HE INSTALLED INSIDE OF MULL TYP. ANCHOR SUBSTRATE, SEE TAMES 128 CR13B TOP VIEW EXTERIOR 2 XWANGLE CUP, 2 PER MULUON Elm, MUST BE INSTALLED INSI8 OF SAY MILL EXTERIOR INTO WOOD, STEEL ALUM, CMLI OR MASONRY EDLR DISTANCE PER ANCHOR 2 NOTES FOR INSTALLATION OPTION 0 & H: 1) USE 2 ANGLE CUPS PER MULLION END. CUPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL 0: SEE TABLES 18-110 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITES AND SHEETS 1 8-20 FOR HOLE LOCATIONS. 6 W Z 2 Q 1g 2 1 1 O \\`,' J LYNN, �i //, • GeNsc .* - No. 58705 ▪ /y A. 71Y MILLER P.E. FL P.E.# 58705 NIA 171 WA NIA WA WA WA WA WA WA WA WA WA WA 71810 TABLE 1A Mullion Capacity Table (Ib91R1) 1 x 2x.128 Alain Tubs Mallon Opening Width (for oerticaUympemlhg nmmons) or Opening Height (for Irodronta y- spanning wagons) 50 In BO0 701n 500 906 too 18 1201n 1401n 18019 Rectangular Loafing Twpi6ag Loading Recbmwdar g TwpTdag Loading Reota@14a Loafing Trap/1100. 1.0318719 Rectangular Loading Trap/Mang. Loping Rectangular ire. Loading Rectangular Landing Twprneng. Leeding Reclaretular Waging Trap ilag. Loading Ractenwilar Loading Twp1aeq. Leeding Rectangular Leanne Ta8pn6mg. Loafing 1 r 11 1 it 1 6�6 s�s 1 1 11 11 11 1 11 1 if 11 3 421n 111.9 408 128.8 13313 932 408 118.5 326 79.9 408 107.8 321 60.9 482 104.4 819 821 408 100.0 318 68.8 403 104.0 319 48.6 408 104.0 319 30.9 408 104.0 818 38.0 408 104.0 319 481n 74.9 312 83.8 250 02.4 312 73.4 252 639 812 137.0 24B 448 312 832 248 41.8 312 81.3 244 37.8 312 81.0 244 312 312 81.0 244 tag 312 81.0 244 29.4 312 81.0 244 50.8290 839 281 70.0 234 632 281 61.8 228 48.8 281 98.7 224 39.8 281 82.1 36.6 281 6131 220 31.8 281 49.8 218 28.8 281 49.3 219 22.8 281 483 219 210 281 499 218 541n 628 247 67.6 207 42.9 247 49.8 502 37.8 247 44.8 198 329 247 41.5 198 282 247 384 104 28.3 247 W4 103 21.9 247 311 183 18.8 247 38.1 183 18.4 247 39.1 183 600 38.4 200 412 170 320 250 30.4 1813 27.4 200 31.6 163 24.0 20D 28.9 160 219 200 27.1 159 192 200 29.0 167 18.0 26.0 188 631n 33.1 181 399 190 T/.6 181 313 150 23.7 161 219 149 20.7 181 24.8 148 18.4 181 228 144 118 161 21.7 143 881n 29.8 188 30.6 24.0 150 28.1 150 50.8 186 221 136 110 188 21.0 184 720 222 138 239 18.8 198 19.9 118 15.8 139 17.6 118 780 18.8 19.7 150 117 128 18.8 107 781n 179 118 182 104 TABLE 1B AnchorC9p Patterns Sulna ado Anchor Typc Eggs Olden= Ong Embedment (1n) 2 Amlmn ® 4.711 Ian. OA 4 6taulard pa Waal C119 (F19. th 2.7k Concrete Anchor Capacity Table (Ire) 36k Cons HoOOaCMU Filled WW1 1'rWood 3n11E0Unman 14r Elm Maw 6118° Elm 1001oan 396° Woe Uaamn 1/4° Elm 7028481 1/4• SS Elm AIWe iabx 6/111 Elan 19twann 1N•88 can Asoroodor 810 peel Basal (OB) 1112 steel Sinn (06) 8128138 Sinn (061 1- 2.1/r 1• 2.142' 31/11 r 21Q' T 2.1/31 r 3.1/11 r 0.411 094• 0924° 1-14° 113/4• 1314' 14.4• r 1.114° 1 -114" 1 -1/4' 1 -114° 1-114 1.1/11 2 1.307 138• (689 nag 4) 4 Amlwe ®1.16• 6793. O.C.1 SW00 (at OBe•) COp (Fig. 7): 390 On 390 Ws 450168 500104 1844188 270104 280 Dm 354 1b 740101 488 )60 684110 1182110 820110 42060 650 DA 4 Arnhem ®11119.O.C.I (2)20 Angle Cope / (Fig. 35 450 De 70000 WA NIA WA WA 380 ) s WA NIA WA WA NIA 852110 640 Ow 1120168 2 Ar0hae 84 0.411 N66 0.C. 1 U4:11p. into 1111 AWm. (Fig. or 780110 78000 600 tba 1850)be 1688 08 84008 560 Ms NIA 760 Ws 93800 880 me 2384Ile 882168 MOWS 1120168 1 Andna/ F4%Op (•lµ 6): 15010 195 9.3 795153 446104 872 Me 136168 1401613 17/)68 370 W 294 Wa 332168 091 ne 18200 210 We 2809.8 2Amhaa ®1.18• Nan. O.OJ FFc9p 8x 24000 350 On NIA WA NIA WA 1825013 WA NIA WA WA NOTE: FOR THE OFFSET CUP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. • • • • • • • 401191810l: •�• • ••••• • • 9114 co • •••4Q • FIGURES): • MO • • • • • • • • •• • • ••••412 • • •••• • • • •• • •••• • • • • RE 2: • •• • •• •• • • • • ••••• •• • • • RW•CitP MUSTBI ED PAIRS. • •FIGURE 6: ••• ©EB: •• 11• • • • •••• • e ••41• • • WA 32800 420 DA 033 ANCHOR CAPACITY ADJUSTMENT FORMULA: (013,..)x ( ANCH0R CAP.,, ®,� ANCHOR CAP... MULLION CAP..... USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN TFE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R 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. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MUWON AND MUWON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MUWON CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 YELLOW SOUTHERN PINE WITH AN 80 OF 0.88. ALUMINUM SHALL BE 8083-T8 AND BE A MINIMUM OF .128• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 048' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 128' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL �j 1.000• r- .128' 1 °X r X .126'NAILL10N Z 0 2 w D z_ a a. co 1 ffs fa tX If 9°111 i A. /L141414 friklYS212.E. TABLE 2A Mullion Capacity Table (1bsfft ) 1 x 2 x 375 Alum.Tube Mamot1 Opening Width (tor aealcaIy- spalming mumons) or Opening Height (tor MAaon1tly-apamtlng M011070) 60 M 8018 701n 8D In 021n 10010 12010 1401n 1801n Rectangular Leading TrapiT11mg. Loading Rectangular L90dirg TmpRdmg. Loading R9olangalar 190075 Tmpl710113 Loadirg 0695/187 wading 1167111ang. Loading Reata1Fpd8r Loading Tkapnrkrag. Loading Rectangular Loading Tay !tdmlg. Loading Reedm61uiar Loading Traplhiang. 1.90019 Reatargular Leading TmpTdmg. Loading Loading T04Y7de1g. Lood90 I 11 II II 1 11 II li I 11 II E ihih 1 ii II li 1 11 h1 ii 11 II li 11 li ihihih 11 li 3I li !I li 1 1 hi hihi I li 11 11 ii 1 II II ihih I ii 11 li tt 37,7. a a 421n 170.0 820 170.0 435 151.3 862 170.0 478 129.7 682 1702 6166 119.6 662 180.5 518 100.8 982 1889 817 80.6 662 168.9 817 727 682 188.8 517 840 682 183.8 617 88.7 682 168.0 517 481n 121.8 607 138.0 418 101.4 807 119.2 410 89..9 6077 1027 403 720 687 102.8 398 97.8 607 828 387 80.6 607 68.0 380 58.07 501 98.0 328 434 607 920 398 320 5607 68.0 398 60.62510 1037 468 114.8 979 824 456 89.8 971 74.1 466 90.8 384 84.8 468 849 382 57.8 458 81.3 357 61.8 468 68.0 368 432 408 620 368 37.0 488 80.0 358 32.4 468 80.0 258 641n 06.4 400 93.3 338 71.2 468 68.9 929 81.0 400 727 322 63.4 400 67.3 318 47.8 400 64.0 319 427 CO 62.3 314 328 400 819 913 68.8 400 61.8 313 227 468 61.8 313 801n 923 324 68.8 276 61.8 324 673 270 44.6 224 613 264 389 324 429 280 34.8 324 43.9 267 31.1 924 420 256 280 324 409 - 283 222 324 40.8 263 19.8 324 40.8 03 2319 63.6 284 67A 252 44.8 684 452 248 384 284 43.8 241 236 404 39.8 237 288 684 37.1 234 20.8 284 39.2 232 224 284 33.6 230 192 284 68.4 230 128 294 33.4 230 681n 48.8 288 49.8 230 68.0 268 424 226 33.4 286 37.6 221 222 289 34.1 218 28.0 688 31.8 216 234 288 29.8 212 19.8 248 280 210 18.7 283 27.7 209 149 268 27.7 209 7219 320 225 379 198 68.0 276 322 101 287 226 28.4 188 228 686 269 188 2.0 728 239 182 180 225 22.1 180 18.0 228 68.3 177 12.9 225 126 178 11.3 228 19.8 178 78 in 30.6 202 32.0 177 286 202 273 173 21.9 202 23.5 170 192 202 21.6 167 17.0 202 19.7 188 129 202 184 183 129 202 16.7 180 188 202 18.9 168 99 682 128 168 7819 213 192 29.5 188 226 192 25.1 166 68.2 102 22.0 182 17.7 192 18.7 189 15.7 192 18.1 187 14.2 192 18.8 195 11.8 192 18.2 182 10.1 182 144 160 8.9 192 14.2 160 9019 18.5 144 - 16.0 128 18.4 144 18.1 128 8613 162 127 15.5 113 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Tebte (Ibs) AN CAP. AlchorClip Patterns SubMgtre 27k Carcreta 369 Coro. 440966 CM/ RIIed MU PT Wood WWI o ,,1 (DP ) X ( ) ANCHOR CAP.®. MULLION CAP "®m USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. A90hm o: Sts Bm Wrap= 84 Boo U11 n 6!101 Eno lien 3!18' Fm LOmmn 144 •Be0(809 n 144' 85 Bee Agps5klm 0/18' Eke Lap. 114' 88 Boo Ma t• 910 Meal g... (05) 912!Reel 88109(05) 212 Stool 597 9 (Go Eng012etmi06 @1): r 2.1437 r 2-112• 5•1/1' r 2.107 r 2.182' 2' 3.106• r 249° 0.64' 0.3'24° embedment (03 1444' 131° 13/4° 1;151° 2' 1-184' 1-114° 1 -114' 1 -114' 1414' 1414' r 1318° 1318' (see note 4) 2 Amhms (§) 476' MIR 0.0,181mdaad et D7ael ON ( g.1): 380110 680161 450 Iba 880Ito 184418s 270 ma 280169 354681 740 me 408 Ws 664169 1182 Ws 928 58 420160 680168 4 Angora ®1.16' 859.0.0.1 Stardmd (or Mei) Clip (Fig. 2): 4801W 700 619 53A WA WA WA 380 Os WA 9010 WA WA WA 85209 840199 1120159 4 Amhara 03* Min. OZ. /(2)240 Ant's Clips !(Fig. 33 78012s 78012s 88) Ws 1530s 1668169 64009 668181 WA 75068 636@9 63009 2684109 68268 840 Oa 1168129 2 Anmhes ® 0.48 689 O.C. ! L3-00, Into 1l01AIUm. (Fig. 4): WA WA WA WA WA WA WA WA WA WA NIA WA WA .WA 718 0s 1 Anchor 4F- 19p(Fig. 83 18868 188369 268 Ohs 445168 682169 1350.9 140199 17708 3700s 234Ito 332168 5913s 153.9 210166 28D09 2A905ea ®1.101 Mtn. O.CJF'p(Fla. 6): 240 Ito 960199 WA WA WA WA 19008 WA WA WA WA WA 228125 42008 580109 , USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP •• • • • • • • • •• • • • • NOSS 3: • •• • • • FIGURE 2 •• ••• 0 •i • • •••• • • • •• • • •••• • • 1a♦ • • • • • ••lP 1 4: •) • ••. • • • • TABLE NOTES: 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. • • • • 2) UNEAR INTERPOLATION BETWEEN MIAL LENGTHS ANDADR OPENING WIDTHS IS ALLOWABLE • • 1•••• • • •••• ANGLE CLIP MUST BE USED IN PAIRS. • glOURE 6: • •••• • 3) MULLION AND MUWON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MUWON CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083 -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 LEAST . 125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.000• I-- 1'X2° X.376' MULLION 1n z 0 J 2 LD 2 z m U a 2 1 1 c) 0 TABLE 3A Mullion Capacity Table (Iballta) 1112.75 a .375 Alum. M<�h Opening Width (for wr9mly.aparm ng m101o15) or Opening Height (for horimnt8flp-9pertnI g mu Ions) 50 N 8010 70 N 80 In 00 N 100 In 120 9 1401n 180 In Re9190929 Lmdi1• 1.9$1 Loedb9 • Luadhm 1349n118 9. Loading Ne39898 0.r L00489 T91$1991. Loedi19 R9tel91119 Lama9 Tmp/Tdar9. Lending Reetsnguire Loading Trep/fnan0 Loodir• Reetengular 18•Bn9 1391131ano. Loran Teeter d8? Lnadir9 Trap/IdM9. L0edir9 Rectrawder Loadir• TmMTT151 g. Loading Rerimpsim Lo9� 4ap/TdN9. Lawny 1 iiit1 a III it! li li t 11 o itYIit a II lit ii 11 l ! a !I a ii 11 a li !I i li 11 a ii 11 la li 11i a I la ii 11 a li 11 a ii II I l e_,g ,g a 42 M 170.0 820 1780 438 170.0 744 170.0 475 170.0 888 170.0 880 170.0 002 1740 619 170.0 1118 1700 521 1700 1240 1700 821 148.7 1301 170.0 621 127.5 1301 170.0 621 111.5 1301 170.0 621 4810 175.0 708 1700 524 170.0 860 170.0 584 170.0 802 170.0 690 170.0 1133 170.0 651 151.8 1138 170.0 677 1965 1139 170.0 680 1130 1139 170.0 980 970 1130 170.0 880 85.4 1138 170.0 680 80028 03 170.0 747 1700 683 1700 680 170.0 891 187.8 1032 1740 984 148.8 1032 170.0 723 130.5 1092 170.0 747 117.4 1032 170.0 758 870 1032 170.0 758 83.8 1039 170.0 788 73.4 1032 1700 768 841n 170.0 797 170.0 612 161.3 907 170.0 691 138.2 907 184.7 730 1200 007 1628 720 107.8 807 149.0 714 98.8 907 141.1 710 80.6 807 140.0 705 80.1 907 140.0 709 60.6 907 140.0 703 80111 141.1 736 181.5 628 1170 798 130.9 611 100.8 138 115.0 035 882 795 1082 030 78.4 735 89.8 883 700 798 86.1 578 680 735 81.8 874 504 798 81.8 874 44.1 738 91.8 574 0310 121.9 655 130.0 870 101.8 888 111.8 867 87.0 038 88.9 647 78.2 888 80.1 538 87.7 688 83.9 631 609 888 75.9 828 80.8 BM 76.8 521 43.5 655 75.6 521 321 688 768 521 0810 100.0 807 1124 522 983 897 88.1 511 75.7 607 89.0 801. 882 807 77.1 483 03.9 607 71.5 488 630 807 878 481 44.8 607. 894 478 37.9 607 827 470 33.1 807 827 474 72In 81.6 810 03.8 443 0.0 810 73.0 43410 64.3 428 51.0 810 9.9 419 48.4 810 53.3 413 408 510 50.0 408 34.0 510 45.8 402 282 810 44.4 309 26.5 510 44.3 990 78 In 88.4 458 718 400 87.8 458 81.7 392 448 450 54.1 385 43.4 458 48.6 378 368 430 44.8 973 34.7 488 418 388 268 488 37.7 382 24.8 488 35.0 368 21.7 488 38.7 358 7861 842 435 67.0 361 59.5 430 688 373 48.9 495 488 308 40.1 435 44.7 3330 35.7 485 40.5 39 32.1 438 30.1 351 28.5 435 34.4 344 718 438 32.9 341 261 435 322 540 9010 41.8 327 43.1 290 i 34.8 39 38.4 285 298 327 318 250 28.1 327 28.3 278 29.2 39 25.7 271 20.8 327 03.7 268 17.4 327 21.0 92 148 327 15.3 258 8561 344 287 35.4 287 267 287 280 262 24.8 287 90 249 218 287 29.1 244 19.1 287 209 240 17.2 287 103 237 14.4 287 18.9 292 1081n 24.2 227 24.7 95 20.2 227 248 201 175 227 180 1 161 18.0 196 11161 22.3 218 221 154 18.6 218 18.1 191 15.0 218 16.6 118 120 In 17.8 184 17.9 18? TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA Anchor �� T) AIICip7C9p Petletre S86s11s1a 276 Canasta F1o1aa CNU Flied CMU HT Wand ANCHOR CAP.,®,,,, (DP )X � Anchor 799 9115'0ao Ultras= 1/4•Ebo Macon 8 Unraaan 5/14 Qm U5maa1 1/4•Elea Ultra= �°o Appr00at• 87191 EIm 10t04000 W`SB Eteo A9greartEr 810 Steel Sore 036) 0129848 scree (139 64851 •12 Steel Anew as MULLION CAP.,,,,,,�eANCHOR CAP. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Edge Distance CUE r 2-1137 1• 2401 3.110' r 2.437 r 24t? z 3.161 z 40.• 0.54• 0.924' Em1edmme pn) 1-314• 1-314• 1-3/4• ' 1334 z l-1M 1412 142 1 -112 1 -1/4• 1.114• z tare• tare• (ede nae 4) 2Andwm®4.769n. 0.0. I Standard or Mad Clip (4.15' 30019 38019 48085 09016e 1844169 270168 280 Ore 38419 ' 74017.9 46810e 884788 11919 228(7.9 42085 58085 4 Arobe s ®1.15" Mn. 0.a) Standard (m MAN) Clip (p9. 2p 460169 700 cs NIA WA WA 650 389 039 WA WA WA WA WA 65289 840 the 112085 4 A m h a a ®4 Eh 0.C. /(2)295 Angle Clips / (F19. 3): 78085 78009 6801110 188010 1809145 640 ms 88081, WA 760 85 99805 580 ms 2364111s 0520, 540 •s 119 Ube 2 Am0.0 ® 0.46'690 0.a )114315.66010` Mon. PIA 4)1 WA WA WA WA 11A WA WA WA NIA WA NIA WA WA WA 716 Es 1 Aaehor /F.CBp (Fig, 5): 185 ibs 18519 22519 44585 822039 13510 14010 177 Es 37005 234 05 332 Poe 89110 183 ge 21010 28885 2 Analum G1.9 500 O.CJ F.orp (Flg. 8p Mn re.lrno,• C.tracr..1� 44 4- M.....r ..................__....._ 2401be 38019 WA __.�._____.___ WA NIA NIA 18085 _ WA WA WA NIA WA 32885 420 05 580 85 •FIGURE 10 •• • • • • • •• • • • Oil ••• • ••••P • • • •4 •• • • • • Ogll • • • • •. -• • • • • • •a.• • ROME • • • • 1 • •• • • • • •• •• • • • ANGLE CUPPAUST BE USED IN PAIRS. • FIGURES: i }��iII--GG 1 6: • e ••1. • • • • w . • • • • • •••• • • • • VALUES ARE USED IN THE EXAMPLE ON SHEET 21. TABLE NOTES: 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18-20. AU. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE MILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CIVIC) SHALL CONFORM TO ASTM 680. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.58. ALUMINUM SHALL BE 6083 -T8 AND BE A MINIMUM OF .125 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND . 048° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, I' X 2.76' X .378' MUWON ee 1 m 1 4 \1I1II III 7r LYNN 7', �c 44 Fayse •:F•p * 140.55705 * ;▪ �• (I OF A. AN MUTER, P.E. FL P.E.# 58705 TABLE 4A Mullion Capacity Table (Ibidtr) 122782 .680 Alum. 440%701 Opening Width (for uat9caly spemhlg mu0ons) or Opening Height (for horizontafy-9parnUng muf1ons) IN In 800 701n 80 In ea In 100 10 120 10 140In 1001n Reoleng4er Loadlng Trap/ Mang. Loaning Rectangular loading 7907Tnang. Loading Reofmgudm Laadilg TrepfTdag Loading Rectangular LoedIng 1394/11019. loading R 07811)1 L4a)rg 497T4arg• Loading Rea97gldm IcadIng 7.9714805. Leading Reo>a151dm Loading Tm0/8terg. Loading 9)8152437 Loading T1rep7rderg. Loading Reolengulm Loading TrnpV81an0. Loading i ii ii. it ii 0.I 11 I l l I it 11 I i a !I I li 11 I ii 11 a li 11 I li II a ! I li 11 I li li I l !I I ii II I li II I li I, 3 a7511 428 170.0 621 170.0 425 1700 744 170.0 478 170.0 888 170.0 808 170.0 992 170.0 819 170.0 1118 170.0 521 170.0 1210 170.0 821 1719 1488 170.0 821 188.7 1620 170.0 821 1318 1820 1740 521 4810 170.0 708 170.0 524 170.0 800 1740 884 170.0 892 170.0 490 170.0 1133 170.0 581 1740 1278 170.0 877 170.0 1417 1710 600 141.7 1417 170.0 880 121.5 1417 1740 880 1083 1417 170.0 680 50.E In 1740 747 170.0 583 170.0 088 170.0 631 170.0 1048 170.0 684 170.0 1155 170.0 721 1528 1288 1740 747 1443 1288 170.0 758 121.9 1288 170.0 788 104.8 1288 170.0 786 81.4 1258 170.0 788 5410 170.0 797 1748 612 170.0 958 170.0 001 170.0 1118 170.0 784 100.7 1130 170.0 003 1399 1190 170.0 6,47 120.8 1130 170.0 858 10013 1130 170.0 881 841 1130 170.0 881 70.3 1130 170.0 881 8010 170.0 885 1700 701 1448 915 1823 781 128.5 915 1445 748 1019 616 1323 735 87.8 915 1290 720 87.9 015 1145 720 792 815 114.4 718 62.8 818 114.4 718 540 815 114.4 718 5911 151.8 830 181.9 710 1298 800 1309 894 1088 000 1232 881 64.8 830 1122 870 84.4 830 104.8 602 78.9 890 96.4 658 83.3 890 94.5 849 84.2 830 80.1 849 47.4 830 84.1 849 8810 1321 767 1400 800 110.0 7577 1160 638 90.3 757 1008 824 825 787 90.1 814 79.4 757 89.1 508 640 757 64.2 000 580 757 780 009 47.2 757 78.2 591 41.2 757 78.2 891 7210 101.7 838 1048 562 84.8 838 81.0 540 1T2.7 1338 80.1 530 098 638 722 621 58.5 838 815 814 50.0 898 623 108 424 638 872 000 98.3 838 55.3 497 91.8 638 552 487 889 871 40.4 498 721 671 788 488 07.4 479 84.1 871 80.8 471 440 571 85.9 484 43.2 571 81.8 459 380 871 473 451 90.8 571 440 447 27.0 871 44.8 448 78In 50.0 642 00.4 474 88.7 662 70.8 465 57.1 542 62.1 400 80.0 .842 517 449 44.4 842 51.0 442 40.0 542 47.6 487 399 e42 422 428 246 842 409 425 25.0 842 40.1 423 8013 521 407 937 381 414 407 414 355 37.2 407 318 349 32.6 407 383 343 288 407 601 088 250 407 299 394 21.7 407 28.1 327 180 407 24.1 322 189 447 219 319 88 In 429 358 44.1 120 356 358 372 314 317 008 32.4 909 288 368 288 306 299 355 211 000 213 800 24.0 298 179 388 21.0 209 15.9 008 192 286 10810 30.1 283 00.8 288 25.1 283 280 251 219 283 225 247 188 283 16.0 244 10.7 283 18.0 240 181 200 169 297 11110 27.8 287 28.3 242 291 207 298 738 188 397 009 325 17.3 287 189 231 184 287 169 228 120 In 72.0 278 03 3409 183 229 168 205 187 225 182 202 TABLE 4B ANCHOR CAPACITY ADJUSTMENT Table lam) FORMULA ANCHOR CAP.,,®,"„) Anchor Clip Patterns 83 2.79 ConcreteAnchor k 149038 41411 peed cou P'rwmd mead MP.. ) X ( =ANCHOR CAP.,® MULLION CAP.,,,„„., USE THIS FORMULA TO OBTA1N THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. AmborType 8115tLwNbeoa 144 E8ol2treoa 8116 Elea Utraron 9715EIOOtJOmw v4"Emoubaoon 1/4°55Elan Ag 93at r Mr Boo Mason 1/4'88 Eteo A999913alar 910 Steed 13064 40 0128bd 85298((•) 012 Steel Baa.R151 Edge Distance 0108 r 2.112" r 2.07 3.146 r 2412 r 2.112" r 3.116 r 40.* 0.81 0324° Embedment 64 1.44' 1414° 1010 1444° r 1 -114' 1.114° 1 -14.4• 1-144" 1 -114° 1 -1/4" r 14to, 1.518° L. rrois 4) 2 Anoka (9 475 NIL 0.C. /BimdaN cravat alp (Fig. 1): 280169 390 ma 460169 KOIb, 1844 Ito 270 90 200 Ito 864 Om 740 ills 4898ra 884 tbs 11828o 32814$ 420 Ws 680 Ws 4 Mahon (91.19 Rh 0.0 1 Standard (01 Mont 138p (F1.211 480169 700 We NIA NIA N)A WA 380 000 WA WA NIA WA NtA 682008 (:.0 ..: 1123 (ha 4 Analaus (95 En. 0.0.1(2) 2.15 Angle Olp9I (Fig. 3)1 780009 780460. 50059 188053 189616, 540169 500009 WA 780 We 836 M$ 880169 2364 009 652 We (^;;]„E'd 1120 M$ 2 Anchors (9 0.45° Mtn. 0.0. / UCAp, Into 1/2" Alum. 3144j WA WA NIA WA WA NIA WA WA WA NIA NIA NIA WA `" 718169 1 Anaor/F•Cdlp(Flg. 911 155)119 198 Ms 225 46. 445009 62214 138 M$ 1405. 177 Ws 370009 234000 9328$ 591 On 1830• 210169 280199 2Anahae (91.15 Min. 0.CJF•00 Mg. 83 240119 250 W9 WA WA WA N/A 19044 WA WA WA WA WA 325 Ws 42050 880003 IGURE 1 • 1• USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP •• • • • • • •• • • • ••4(3• • • • • E3: ittl11111:31111 • • 1€3I • •• ANrpLE •••• FIGURE 6: eFIGuilraz • • • • • Ww 00 • • • • • • 4111 VUST BE LLRECtH7Pq➢23. FIGURE 8: • ••- •••-•--- • • • • 410• • • • • • 1- • • • 1F- •••• 0 •• •• • TABLE NOTES: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. 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. 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 18-20. 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. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNR (CMU) SHALL CONFORM TO ASTM C-LO. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083 -T6 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL -1 1.000° I-- 1' X 2.75" X .850' MULLION E MULLIONS z 1 1 PRODUCT REVISED Os rowW0reF1o1p Banding toe Aa5No 12 ``11%111 Ili !-7S1.^.1..44 * No. 68706 * ' 3010 ip .;1`S�ONA1.,1 A. 1.41 MiU R P.E. FL P.E.# 68705 TABLE 5A Mu01on CapaclV Table (Ibs/ft2) 1' 113.128' x TUIMMIdi Opening Width (for letOCaty- Spannhg MOMS) or Opening Height (Tor 11Bz fy- spanning muttons) 26 806 7011 80 In 401n 10007 1201n 14014 1806 Re2sgule 1offil72 TrapTdeg. Loedim Radangas thaw Tro{dldeg. Wang Rectangular Loading Ttapil arg. Wing Rectaftplar Laeaeng 775VMang. Lectag necte3487 Wang T7apl4eg. Loafing ReofegW87 Loe4ng 7547rrla731 Luang Reategdar loaning Tau/Meg. Loading Rectangular Luang 1191921122. Wang Rectangular tmgn8 7/21/111ang loading 2412 11 3.18• a 1 I 1 I 1 I 1 I 1 1 1 I 1 I 1 I 1 II 1 I 1 I 1 I 1 I 1 I 1 I 1 h I a78 426 170.0 020 170.0 435 170.0 744 170.0 476 170.0 638 170.0 508 170.0 997 170.0 618 170.0 1116 170.0 821 170.0 1240 1709 521 170.0 1488 170.0 821 170.0 1738 170.0 521 184.4 1802 170.0 821 456 1700 708 1700 824 170.0 850 170.0 884 170.0 002 170.0 890 170.0 1193 1700 881 170.0 1275 170.0 877 170.0 1417 170.0 880 187.7 1877 170.0 880 1381 1577 170.0 660 118.2 127 170.0 880 80.8286 170.0 747 170.0 883 170.0 888 1700 831 170.0 1048 170.0 884 170.0 1185 170.0 723 170.0 1346 170.0 747 170.0 1494 1700 758 141.7 1485 170.0 756 121.5 1495 170.0 758 10E3 1488 170.0 768 846 1780 797 170.0 612 170.0 850 170.0 891 170.0 1118 170.0 759 1700 1276 170.0 603 166.1 1401 170.0 037 148.8 1401 170.0 858 124.8 1401 170.0 881 1088 1401 170.0 881 96.4 1401 170.0 881 501, 170.0 885 170.0 701 170.0 1003 170.0 72 12.8 1158 170.0 878 138.7 1186 187.0 828 123.3 1188 158.5 017 111.0 1188 1407 810 82.8 1188 144.6 902 79.3 1158 144.8 808 89.4 1188 144.8 803 83In 170.0 980 170.0 748 12.8 1049 170.0 030 197.0 1099 158.5 880 1108 1048 141.7 848 108.8 1040 132.0 838 95.9 1049 1208 828 79.0 1049 119.3 820 89.8 1049 118.0 819 85.9 1048 118.8 819 086 168.8 885 170.0 769 12.0 803 181.3 604 119.1 1358 133.7 788 1042 035 121.4 778 828 886 112.8 788 814 82 108.4 757 2.6 855 808 748 2.8 855 88.7 748 82.1 885 08.7 748 726 128.5 803 134.9 27 107.0 803 114.9 882 81.8 603 101.1 870 803 003 912 82 71.4 003 835 549 842 803 78.8 842 53.8 803 72.2 072 468 803 888 828 40.1 803 807 827 In 1092 721 114.1 829 81.0 721 87.0 818 78.0 721 85.1 833 2.3 721 78..5 685 507 721 70.1 888 949 721 834 879 458 721 - 2.4 589 39.0 721 888 884 34.1 721 701 869 78 6 101.0 404 103.4 29 842 884 864 887 722 884 78.4 878 831 884 70.4 82 701 084 04.4 82 508 884 659 051 42.1 884 64.1 -841 361 884 81.3 538 319 084 03.8 634 036 858 814 87.9 42 84.8 514 57.3 448 47.0 814 80.0 440 41.1 814 44.8 423 388 814 408 427 829 814 2.9 421 27.4 814 33.0 412 239 814 80.4 408 209 814 280 403 08 In 84.2 482 55.7 404 45.2 482 47.0 398 307 462 40.9 390 83.9 482 854 884 3e1 452 225 978 27.1 452 303 979 228 452 208 985 19.4 452 242 32 189 482 228 32 1086 301 52 350 322 31.7 32 32.7 317 27.2 32 28.4 312 23.8 357 282 308 21.1 357 227 303 19.0. 92 20.8 299 18.8 357 180 299 13.0 32 102 287 11.9 32 150 253 1116 86.1 838 38.8 503 292 838 301 301 200 338 28.1 200 21.9 838 23.1 262 19.6 238 20.8 203 17.8 338 19.0 234 145 338 160 278 129 938 14.8 273 11.0 338 138 209 1201n 27.7 22 282 289 73.1 22 23.7 22 19.8 289 20.8 286 17.9 289 18.1 282 164 22 18.3 249 159 22 14.9 218 119 288 12.8 240 89 285 11.4 238 67 22 12.4 722 Anchor Capacity Table (IM) And107 Clip Pates Substrate 274 Comate 354C4nC Ham CMb FOIed CMU PT Wuxi Metal Anchor Taps SHB°EfmuNeoa7 1/4 EIOO12t•oon 5515' Quo Mama 8H8'Etoo ll91ae27 SO EMI lAtnmon 118 88 4985 5118' Elm UMW 14 88 Eke .082188989 010 Steel Sam ((l8) 612 Seel 82815(85) 812 Steel Scum (OM Edge L7191ece RsT 1' 217' 1' 2157 318' 1' 211" 1' 2412 a 3.18• a 0.48' 094° 0.324' Embedment On6 1314' 1474' 134' 13745 2' 1 -414' 1-074 1414' 1418 1-174' 1 -14 2' 138' 1318' (me 40.14) 2 Amhara 047E• M60.0. 1858r48ad Clip (F18. 16 3250. 310Ibs 4501114 8809.4 164448o 270751 2261 38488 740758 42754 8849.8 1182 ha 92e les 420061 52061 4 Anchors @1.18 Man. O.C. /8t2ded Op (Rs 2X 480 Ws 70014 NIA NIA WA 817A 380061 WA WA WA WA NIA 852014 84988 112021 4 Ano84a 503' Ma 0.0./(2) 2SAngtealp 210 36 780011 750 Me 880061 182138 1888@4 54084 880061 WA 780700 83868 880561 2984188 882118 6409.4 1120 ma 3A4oho• ®045 Mtn. O.C. / 1321A 6618' Alm Fe. 4) WA WA WA WA WA WA WA WA 007* NIA NIA WA NIA WA. 1074 me 1 Anchor 1 Fop 915.57 188708 185061 228411 44804 8229.2 188961 140118 1771M 8701M 234061 3329.8 211113 16206 210l08 22061 2Amlee ®1.12 Mh 0.0. /154222 (Ft. 07 240758 3501bs WA WA .WA NIA 12114 WA WA WA N/A WA 328701 420061 8284 L( E THE SAME ANCHOR PATTERN AHD ANCHOR VALUES AS THE STANDARD CLIP. • • • • • IPY • • • •r • F1d)IRF•x • • • •••41( • • • 4FIOMO: •8 • • •••c: • • •••• • • • •• • •••• •••• • • • • • •• •• • • • lINAE•C MUST Be(r €D• 1PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA (DP ))((ANCHOR CAP.,.„,„,„) ANCHOR CAP.,® MULLION CAP.,®,,, USE THIS FORMULA TO OBTAIN THE' ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN 71E MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITEONAL 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. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS I8 ALLOWABLE. 3) MULUON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULUON CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 490. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SO OF 018. ALUMINUM SHALL IE 6083 -T8 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 LEAST . 125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREAD BEYOND THE MATERIAL 3.125' 1 01.000' -I 1' X 3.125' X .S MULUON (1' VF MULLION) TABLE BA Mullion Capacity Table (IbWRt') 1 x Alum. Maam1 4 x .126 Tuba Opening Width (for vert1call epannI g mullions) or Opening Haight (for horizOntel1 apanntng mullions) 8055 6355 7055 8055 0001 10055 12001 14001 18055 R00550er Loading TON/NmO. Loran Rectengvter Loading Trap/Mang. Loading Rectangular Loading Troia Tang. Ling RaaelOWm Loath" Traprnsang. LC6dag Ractangalar Loedlt9 Trep/rdang. Wading Rectangular Loading T0prrdang. Loading Reclm9Oier Lom4ng 70 0,17881111. 4986510 Rectangular Loading TaelYrdma. Loading Rte. Loading 714W7dan& Long H a 1 0.1 li! 0.84' a itflit Embedment 554 1;14' 11 a li 11 a ii 11 isi li 11 is, li 11 hi it 11 h li 11 h l 1 a ii 11 a li 11 li 11 h li II h li 111 a I a li O M. 4201 170.0 620 1700 435 175.0 744 170.0 476 170.0 589 170.0 500 1700 832 170.0 818 170.0 1118 170.0 821 170.0 1240 1700 521 170.0 1408 170.0 821 148.8 1489 170.0 521 137.6 1488 170.0 521 4855 1700 708 170.0 824 170.0 880 170.0 584 170.0 892 1780 090 175.0 1133 170.0 881 1700 1278 170.0 877 188.3 1303 1700 890 1303 1303 1780 889 111.7 1303 170.0 680 07.7 1311 170.0 880 5002901 170.0 747 170.0 863 170.0 888 1700 831 170.0 1048 170.0 694 170.0 1105 170.0 723 1801 1200 170.0 747 1406 1235 170.0 789 117.1 1235 170.0 788 1004 1235 170.0 788 87.5 1295 170.0 768 6455 170.0 787 170.0 812 1760 958 1709 691 1700 1118 170.0 764 154.4 1158 1760 803 1371 1185 170.0 037 1255 1188 170.0 889 189.8 1188 1760 851 082 1158 170.0 881 77.2 1188 170.0 881 000n 170.0 885 170.0 701 188.7 1092 170.0 797 142.9 1042 181.1 832 126.1 1042 146.7 818 1112 1042 138.8 801 1060 1042 1302 791 89.4 1042 1281 782 71.8 1042 125.1 782 82.8 1042 100.1 782 8319 170.0 930 170.0 748 151.2 952 189.6 818 1748 892 144.4 789 113.4 982 131.0 782 100.8 892 121.4 788 00.7 882 1149 758 78.8 999 108.4 745 84.5 892 108.0 744 88.7 842 1080 744 6855 189.4 047 170.0 789 137.8 947 148.0 788 1181 847 130.3 789 103.4 947 117.7 752 91.9 947 108.7 789 827 847 1022 727 88.9 947 881 713 681 847 84.0 711 81.7 847 84.0 711 72 N 189.9 849 142.7 797 1192 848 1319 722 07.0 889 100.8 789 84.8 848 08.4 889 75.5 849 89.7 588 67.9 849 82.7 675 886 849 783 859 48.8 849 72.8 952 42.0 849 72.4 581 781n 115.8 782 1287 685 983 782 102.5 852 02.8 782 80.0 840 722 762 899 629 542 782 74.2 820 67.8 782 682 513 461 782 82.5 602 41.3 782 89.9 897 881 782 884 585 7801 100.9 724 111.4 834 880 724 849 821 788 724 829 809 66.0 724 74.4 898 WA 724 081 591 53.4 724 83.4 689 44.5 724 57.9 573 35.2 724 84.9 897 984 724 688 555 8110 868 547 71.0 483 89.0 843 90.7 474 49.7 543 52.9 485 43.8 843 47.1 458 30.0 549 429 452 34.8 849 39.5 448 280 843 34.5 438 249 543 321 430 21.7 543 90.7 428 08 N 57.3 478 889 427 47.8 478 48.7 419 40.0 478 43.2 412 89.8 478 389 408 31.0 478 34.8 400 287 478 320 395 289 478 281 3135 286 478 288 389 17.4 478 242 378 1081n 40.3 377 41.1 341 33.8 377 34.5 389 288 377 300 330 79.2 977 288 925 224 377 20.0 321 261 377 no 317 18.8 377 180 310 14.4 977 17.1 304 111 N 37.1 997 37.5 323 89.5 397 319 318 28.6 387 27.8 313 232 367 24.4 309 268 357 22.0 305 18.5 387 20.1 301 18.4 357 17.4 894 12001 29.3 300 28.8 270 24.6 308 89.1 274 219 308 21.7 270 183 308 182 287 183 908 17.3 893 144 51 17.0 212 17.2 188 Anchor Capacity Table (Ibe) Anchor CIO Paa9m6 08000et5: 2.7k COrIO ale 3.65 CO6c Hobo CMU F10ed CAAU PTWOOd Metal Anchor 110e: 9118' Mop tObaaa 1/6 Eta Magoon 5178' 170.0 ak6am 3118 EIec 7AtraCpr v0.° Etta 4glreoal 1/4.88 Eton mtr ENO Ultrran 114.88 do AggreGator MO 97831 34289 485) 012 81031 Scram (06) 612 Mse1 8009 (35} 84980550118049): P 2-112' r 2 -1/2' 3.1/87 1' 2.1/1 1° 3.141 7 3410 7 848° 0.84' 0.324° Embedment 554 1;14' 1.847 1314' 1314° 7 1414' 1-189° 1 -114° 1 -1/47 41/4° 1 -111 . 7 1457 5558' (sea note 4) 889155 2Anatgre (54.737 500. 0.0 / 81714914 alp (Mc 1 or2): 38954 89004 45055s WO Ns 1844155 270Ito 280 Ns 3540.8. 740 Ns 489155 834165 1182151 37884 420163 4000134 ®2237 MIn. MC /Sfmtlmd alp (Fig. 34 700185 70045 588 Ms 141044 952 Ms WA 989 Ns WA 830 On 5591 889 Ns WA 862 Ns 840 Re 112004 8A 55318 ®1.137 Min. O.C. / SImldead Clip (Flo. 4 880 tbs 1400 N0. N/A WA WA WA 789 Ns WA N/A WA WA N/A 1304 Ns 1589 23 2240 Ns 4 And=sp 3' Oh 0.C.,/ (2)248 Angle Cho (744 780155 78004 89004 17110555 3258109 540 Ms 840193 700558 148004 938855 132804 289445 80244 849 Ms 1189553 B Anchors @ d ean. OZ. 1 (S 216 Angle Mpg (Flo 85 1170155 1170 555 102049 234004 2844 105 8101bs 84004 N/A 1140114 14041bs 1820 Ns 3548103 87884 1289103 1889 44 4Au41235 ®0.48 Mtn. O.C.! U111p. Plod 014n. (852 7): WA NIA WA WA WA WA WA WA 1414 NIA WA N/A WA WA 1472 Ns 2Anobtes (Ste Pic 599F. /F42ip Fla. 1* 350155 86004 200188 70514 478555 WA 28084 NIA 91504 0N9 440109 0109 52804 42004 58994 • • 4 Anchors ® tar 659•000. / •CClp (Flp. g): n1R-1L 4�a4i1=neee�... m 1811155 70011,3 WA WA WA WA 389 554 WA ISA WA NSA WA 65245 84514 1120165 6R6UNFs114 • • U THE °08 CH1q 4 PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 7. • FIGURE a • O• O • •••• •0 • • o - -1 • o •••• • • FIG • FIGURE 4 • • • •• • • M•'QI.E CUP (FIGURES 580) MINT BE USED PAIRS. •••• • • •••• • • • • • • • • • • FIGURE 8 O 0 • • FIGURE 7: FIGURE 8. • • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.,) X ANCHOR CAP-"`"‘"*) =ANCHOR CAP.,, MULLION USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MUWON CAPACITY (FROM THE TABLE) OF THE SELECTED MUWON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDmoNAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MUWON AND MUWON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. AU. MUWON CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 YELLOW SOUTHERN PINE WITH AN 80 OF 0.58. ALUMINUM SHALL BE 808378 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A38. AU. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL -j 1.000. t..- 1 O 3 2 W m 3 z Q J N_ X X to to J L 1 1 1 x 1 y 0 TABLE 7A Mugbn Capacity TaMe (WsIt2) 1 x 4 x .378 Opening Width (for terlealy.spamdng mullions) or Opening Het9M (tor hodzon8aly-Bpamdng minions) w in 001n 70 In 0.o In 90 In 1001n 120 61 14015 180 Fn Rectangular Loading T1MTdarg• Laamng Rabm9r0ar Loading 118T4415. Loading Reolonguler Loading Tmpfleag. Loegrm Rectangular loading TnrWntang. Loading Rectangular Loading Rap/Wag. loading Rectangular Loading 118pTden8. Loading Recteng ler Lcadfrm Trep/Titartg. Loading Re•ang8ar Loedlm TmprTda59. Loading Reotm•ldar Wed815 hep5dang. Loading MuWon h 11 1 h 1 g 42 N 170.0 020 170.0 438 170.0 744 170.0 478 170.0 888 170.0 506 170.0 092 170.0 619 170.0 1118 170.0 821 170.0 1240 170.0 821 170.0 1455 170A 621 170.0 1738 170.0 621 170.0 1889 170.0 621 481n 170.0 708 170.0 824 170.0 859 1740 684 170.0 992 1740 030 170.0 1133 170.0 881 1740 1278 170.0 077 170.0 1417 170.0 880 17110 1700 170.0 888 1740 1083 170.0 888 1814 2024 170.0 680 99.878 N 170.0 747 170.0 563 170.0 698 170.0 831 170.0 1008 170.0 884 170.0 1188 170.0 723 170.0 1848 170.0 747 170.0 1484 1700 788 170.0 1783 170.0 768 1840 1010 170.0 756 1380 1819 1740 760 84 in 170.0 797 170.0 812 170.0 030 170.0 891 170.0 1118 170.0 784 1700 1275 170.0 803 1700 1434 170.0 897 170.0 1594 170.0 958 189.9 1789 1700 081 137.1 1799 1710 881 120.0 1789 1740 881 801n 170.9 885 170.0 701 170.0 1063 1700 797 170.0 1240 170.0 878 170.0 1417 170.0 914 170.0 1894 170.0 896 188.8 1819 170.0 1033 128.6 1819 170.0 1083 111.0 1819 170.0 1083 872 1810 170.0 1088 83In 1700 930 170.0 746 170.0 1118 170.0 850 170.0 1902 170.0 840 1700 1488 170.0 1018 159.7 1842 170.0 1078 141.0 1542 170.0 1122 117.5 1842 188.8 1168 1002 1542 167.8 1167 88.1 1542 187.9 1167 88 to 170.0 974 170.0 789 17110 1189 1710 008 170.0 1384 170.0 1002 1805 1472 170.0 1089 1428 1472 188.8 1148 128.6 1472 108.8 1130 107.1 1472 1470 1188 91.8 1472 148.0 1104 603 1472 1410 1100 72 1n 170.0 1153 170.0 878 170.0 127/8 170.0 1009 1800 1320 188.2 1101 132.0 1520 149.9 1082 117.3 1320 137.8 1088 100.8 155 1288 1049 60.0 1359 1175 1024 78.4 1320 1125 1013 68.0 1320 112.5 1012 76 te 170.0 1122 1700 087 149.8 1180 159.4 1013 1282 1184 139.9 884 1122 1184 199.7 878 89.7 1184 116.3 984 808 1184 107.8 9522 740 1184 97.8 835 130.1 1184 911 927 68.1 1184 823 925 7819 1811 1124 170.0 987 138.4 1120 147.0 990 1118 1124 1285 047 1018 1129 118.8 931 02.3 1124 108.8 818 83.0 1124 918 808 882 1124 69.0 880 59.3 1124 84.3 881 815 1124 832 878 901n 108.1 844 111.8 759 90.1 844 043 738 772 844 621 724 87.0 844 73.3 712 80.1 844 88.5 702 54.0 844 81.4 693 46.0 844 842 878 88.8 844 80.0 888 335 844 47.7 862 981n 941 742 91.8 883 742 742 772 852 88.8 742 872 841 647 742 595 831 495 742 54.1 672 445 742 418 814 87.1 742 435 880 915 742 995 580 270 742 87.8 634 109 In 828 588 08.9 530 62.1 880 59.8 821 44.7 WB 49.8 813 99.1 589 41.4 605 348 888 37.3 488 81.3 588 84.2 492 201 883 205 481 22.3 888 99.8 472 105 588 24.7 472 11111 970 886 880 503 460 655 490 488 41.2 859 42.9 487 360 595 360 480 32.0 859 342 479 285 885 21.3 407 24.0 855 27.1 457 218 555 24.3 448 18.0 555 224 442 128 fn 46.8 478 464 493 38.0 478 39.0 420 32.8 475 33.7 420 268 475 218 414 253 476 268 409 218 475 243 404 1940 476 21.1 885 183 475 183 387 14.3 475 17.2 381 144 M 28.4 338 28.7 305 220 330 22.4 301 169 330 18.3 287 115 930 17.0 283 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: Table (the) Ancan ANCHOR CAP., Anchor Clp Patens Suba1910: 2748 Concrete 3.59 Carte. Cam. IldWsr MN Filled CMU W Wood 6761aI (D �) X i ,.•) a ANCHOR CAP.,. MULLION CAP.,.,,., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE Anther be: VW Else UWE 1/4' Soo Utram9 5/18'Eoo Macon 374' Rico 1@990 V4' L3od Claw 1/4'SS Eke 6/18'EIOO IRS 1/4"88 Woo 810 Steel 8aen 81281861 Sasw 812 Steel Sm•v Edge 09afe=M P 2-112' P 2 -1/2° 3-1113° 1• 2.1Pi T 2.182' 2 3-1%' 7 0.48' SW 0324• Embedment tbS 143/4" 1404• 1.314• 1.3/4' 2" 1-64* 1 -1W 1 44" 1 -124• 144• 1.114" 2" 1-318" 1-sir 5989 rate 4) 2AnNmg ®4.76' Men. 0.G /Standard Clrp(Flg. 1 w2$ .3001bs 390100 480160 89089 184405 270010 280 @5 ` 354168 . 7400a 48809 684Ito 1182165 32859 4000 588818 4 A91•9 ® 228' Min. 0.C. / Sta decd Clip (Fig. 70019 700245 859105 1410240 082103 NIA 68008 NA 63005 WA 880 09 WA 652 Ms 640 Ito 1120165 8 And99 ®1.14' tEn. O.C. /MEOW Clp (Flg. 4 98009 1400 0s N/A 18A N/A WA 78000 NIA WA WA NA N/A 1304 05 1859 011 224005 4 And= dii? UM. 0. /(292x6AngteClp5 rig. Sk 78005 78009 88005 1780 09 UM Ms some 5030a 76305 148809 03805 132805 mu se 88214 840 Ms 1120 Os B And= 603" Mtn. QS /(2)2r Paade Caps (Ft. 117009 1170139 132008 234019 289405 81008 84019 N/A 114009 140405 13280 3615160 ONtbs 1260 On 190005 4 Ando= 8) 0.45 Mn 0.C. / Into 1B' AIM (Fs 4 NA N/A NA NIA WA WA NA NIA N/A N/A NA NA NIA WA 1432188 2/Whole ® TO Vii LC0. / FCIp (Flg. 0.k 300 05 359 0s 59005 7081bs 47605 WA 28005 NA 316 M9 009 44008 010s 32800. 42005 659 09 • • 4 Anal= ®1616' M&•«:. / 8420 (Fig. 4188185 70016s NA NA N/A WA 38905 WA WA NIA WA NA 65205 8400e 1100139 1.8CO' f ` ///�/ i 4 i 2, i % i / i 2 / / i i i j i i i N teftit VIE OFFSET CLIP, USE THE SAtli, PISMIRE P.• FIGURE 2. • FIGURE 3: CH44 PATTERN AND ANCHOR VALUES AS THE STANDARD CUP • FIGURE 4. FIGURE 8 FIGURE g: TABLE NOTES: • S • 6 • • r o ° o ° • • ° • o • • ! • o • • • 4D• • • • • • • • • • • • • • • • • ° • • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 4.000• 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 18.20. ALL • IGURE 5 . .. . FI n • FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD • • • • • • • • • • • • •••• • ••• • • • • • • • - FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO 8.q 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE 691TLI AM 12R nC 900 Alt 'Ram rag aunt 1 n0.: a,l*n.re nntn c0. A natuan 1u n �/ 378 Aft G CUP (FK4l1REt 5 &BrNAIST BE USE) WIFAIRS• •••• • • GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .128' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1•X4 X.375°MUWON 5 Z 2 W i z 2 co co V a 2 reA O 2 gi cJ L gnn x 2 o X co PRODUCT REVISED as complyteg wf btbeFIarld5 Bulldog Coda Acceptance No ly 9 �8 SACY%:7E' • TABLE 8A AnchorCapaclty Table (Ota) McRae Capacity Table (Ib•Ht2) 125 318" 114E616 °x x OpeningWidt h(t or verlcay- apannIngmuton9) orOpeningHeight (forhorizeM6ly- spannbgm iR000) 50 tn 89111 7048 BO In 80411 100111 120 01 140In 16311 Kercacculat TreWTdmlg. Loading 010 Steel 80/005) Rmtmr0der 040.066 TIRdWen5. Loading Realanguler Lo84015 Trap/Man. 01369 Rodangular TWWrd4ng. Lo0da8 iteotmputar Thief Mang. Loading r TraWrdmp, Lmdep r TlapdrdWtq. Laeene ReRlenDulet Twep/fAe19• Loading Raolewguiw Loading 1000/0.3102 Loafing 1 I1 Embedment ME II 1 h1 170.0 h1 479 170.0 II 888 1 170.0 h1 SOB 170.0 II 892 1 170.0 h1 818 175.0 II 1116 1 170.0 la 021 1 170.0 II 1 la 1 II 1 II 1 h1 1182458 h1 420 Ws h1 4 Anahaa 80 1.18• Min. O.C.1 o0an0e d COP (Ft. $ 'W0.. ha 521 { b� = 26 TALI 4201 170.0 CO 170.0 438 170.0 744 1240 170.0 521 170.0 1469 170.0 621 170.0 1735 170.0 621 161.6 1789 170.0 481n 170.0 708 170.0 824 170.0 880 1720 884 170.0 892 170.0 690 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 890 184.8 1848 170.0 680 132.7 1648 170.0 880 118.1 1648 170.0 880 50.826 te 170.0 747 170.0 883 170.0 898 1700 631 170.0 1008 170.0 884 170.0 1188 170.0 713 170.0 1348 170.0 747 187.0 1458 1700 786 1392 1488 170.0 768 119.3 1488 170.0 768 104.4 1488 170.0 769 041n 170.0 781 170.0 812 170.0 855 170.0 881 170.0 1118 170.0 784 170.0 1275 170.0 803 183.1 1376 170.0 837 148.8 1378 1700 858 122.3 1378 170.0 881 104.8 1378 170.0 881 91.7 1378 170.0 881 BO In 1720 085 170.0 701 170.0 1083 170.0 787 188.9 1168 170.0 878 189.0 1188 187.4 630 123.8 1188 1528 919 111.2 1188 180.0 812 92.7 1188 144.8 908 704 1188 144.8 608 89.5 1188 144.8 908 63101 170.0 830 170.0 745 180.1 1081 170.0 850 ' 1372 1051 188.8 882 1201 1081 142.0 963 1007 1051 1323 837 901 1081 128.7 830 80.1 1551 119.5 822 68.8 1051 110.1 821 80.0 1051 119.1 821 0881 187.1 857 170.0 789 139.3 887 151.8 805 118.4 957 134.0 780 100.4 987 1210 777 928 987 112.8 787 838 9th 108.6 789 M.6 807 1000 785 89.7 8R 03.9 745 82.2 867 133.9 748 7389 1281 894 135.2 686 1072 804 1182 1384 01.9 804 101.3 871 824 804 91.4 60 71.8 804 84.1 850 64.4 604- 78.8 843 83.8 504 72.3 433 48.0 604 89.8 826 402 804. 099.8 628 7813 189.4 722 114.4 830 812 722 872 819 78.2 722 053 808 88.4 722 78.7 89B 600 722 70.3 688 54.7 722 89.6 680 45.8 722 88.8 870 09.1 722 50.7 885 34.2 722 68.2 884 701n 101.2 89$ 108.0 800. 84.4 405 890 888 72.3 895 78.8 877 85.3 685 70.8 588 882 488 84.8 880 800 895 601 653 423 895 64.3 843 382 886 61.4 837 31.8 008 50.7 838 9011, 09 818 68.0 457 54.9 818 87.0 448 47.1 518 500.1 441 41.2 518 44.7 434 38.8 516 40.8 428 33.0 618 37.4 422 27.6 918 33.1 413 23.5 818 306 407 20.6 818 221 404 9011 64.3 453 08.8 404 45.9 403 47.1 387 38.8 463 41.0 381 39.9 453 38.4 385 302 453 33.0 379 272 483 304 374 228 489 28.8 388 18.4 453 24.3 380 17.0 453 220 355 108711 38.1 358 33.0 39 31.8 388 328 318 272 358 204 313 23.8 388 252 898 212 358 22.7 894 19.1 358 228 300 109 359 18.0 203 111 In 301 338 308 306 203 338 311. 301 201 338 28.1 257 220 338 232 203 18.8 989 208 289 170 338 19.1 788 120 in 27.8 2130 203 284 232 200 23.8 255 19.9 280 30.8 288 17.4 280 182 289 18.4 280 18.4 249 14411 C 00 18.1 201 182 188 AnchorCapaclty Table (Ota) Anchor Clip Patterns Substrata 276 Cowele - 3.0 Cans Hoifm CAW FNed GNU PT Wood Meted An4tnrTypa 3(16" Moo (15184011 1(4" Poo 1211aoen Meech 318" Elm Udrea•1 114" E Ioo UOrason 1H° SS Bloc (gaoaator 8918° Eloo Ulaacen 1/C SS 6w Air 010 Steel 80/005) 1312 Steed 0301 Sip 552 Steel 200 035) E4J5 Chasm Mk r 24/7 r 2-1/7 3-1/8' r 2.1/2 r 2-1/7 7 3.10 7 0.47 0.84" 0.927 Embedment ME 1-3M" 1444" 1-3(4' 1.44' 7 5414' 11(4" 1 -1(4" 1 -114° 1 -1/4" 1-1/4' 7 1-375' 1.38" (see now 4) 2 Authors 0 @4.75) Standard CBp (115.1) 355160. 380 ibs 4551110 6001M 1844166 270 88 280 06 354 460 740 tbe 401835 884 04 1182458 328 lba 420 Ws 880 ea 4 Anahaa 80 1.18• Min. O.C.1 o0an0e d COP (Ft. $ 'W0.. 400196 70016. WA WA WA N/A 380 0s WA N/A WA WA WA 08210 84088 1155@0 4 Acorns t5 3 O.C. /(3) 260AndeC8SI (15. 0 4 Amhara 75508 780456 850060 188010 180388 84088 88908 WA 78086 038550 88588 2384755 882180 8400» 112045s 41 0.48" ben. 0.C.1 1.$019. Into VW Alum (Np. 4 WA WA WA WA WA N/A NIA WA WA NIA NIA WA WA WA 143208 1 Anchor/ 9421p (919.0 1881.80 19508 238160 445 450 822 558 13808 14010 17708 370 he 23411a 33298 6131110 163160 21088 280 458 2 Ate1R1601.17 Men. O.C. / F CBP (F10.8b NOTE: FOR THE OFFSETCLIP. 41451= TNF RAMC Au7•uno 240 08 35010 no•r,ze., WA An.,s 45..........,••■• WA 4...... WA 4... WA ......._.__ 180 456 -. - WA WA WA WA NIA 32810 420160 880 450 •40•• • • • 0 • • • • • • • FIMICRE 2: • • • • ••I:: • • • • •• [• : • ••• • • •• •• • • 0 • ••• 11.... • ANGLE CLIP MUST BE USED IN PAIRS. TABL NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: ( ) X / ANCHOR CAP. o ,,,) .ANCHOR MULLION CAP.,,,,.,„, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE 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 THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 YELLOW SOUTHERN PINE WITH AN 80 OF 0.56. ALUMINUM SHALL BE 6063 -T6 AND BE A MINIMUM OF . 128" THICK. STEEI. STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.188" 1- 1250"--1 285' 125 X 3.188" X 288" MULLION (1 -1/4" VF MULLION) 41 0 co w a 6 6 a X M N CC m 1 1 PRODUCTREVISBO as complying with dm FIrdd9 Building Cede Acceptance No 4d D �/;;NWAIr/li 7/�t.! Etchict FP * '' No.58705 • -0a ) ' EOF �SSPIOR40t'• • C/Ss A. LYNN /IiIL L lt, P.E. FL P.E.# 58705 TABLE 9A Murton Capacity Table (Ib9Rta) 2 x4 x .25 Alum. Tube Mullion 501n Reetmg3aer Waling 1 Opening Width (for vanicaily.parndng mullions) or Opening Height (tor bcrla0ldatly- 9panning mullions) 1 toactrg 60 90 Re05, pulat Loading 79 90 6090 9015 18010 12015 180 In ReeteRpNm Loaning Ttnallialg. Leetltng Reetenguler Loads 1133/119 19. Loadeg Restangular TrepRaang. RwfenBdm tontOng Tlapm9rg. Rueter Lateens LoeAn9 Rentsegulstr Loafing if g 3 1328 1708 1144 149.1 1398 188.0 1218 127.8 1388 138.0 1198 1118 1388 121.3 1179 804 1898 110.2 1102 99.6 1398 1018 1147 74B 1398 89.0 1122 1105 4290 4815 170.0 170.0 620 708 170.0 435 170.0 744 170.0 1 11 1 if 8 1 1 if if 1 1 11 478 170.0 889 170.0 506 170.0 982 170.0 819 170.0 1118 179.0 521 170.0 1240 1700 521 170.0 1468 00.02815 170.0 170.0 624 170.0 660 170.0 584 170.0 170.0 630 170.0 1133 170.0 681 1708 1278 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 680 1 11 1 170.0 170.0 170.0 2287 04 In 747 170.0 170.0 888 170.0 691 170.0 1048 170.0 684 170.0 1188 170.0 722 179.0 1348 170.0 747 1700 1494 170.0 760 1708 1799 170.0 788 170.0 170.0 005, 170.0 170.0 707 335 170.0 612 170.0 170.0 881 170.0 1118 170.0 704 170.0 1278 170.0 808 170.0 1434 170.0 837 170.0 1084 170.0 888 170.0 1913 170.0 861 170.0 2231 1700 170.0 170.0 8395 170.0 170.0 701 170.0 1083 170.0 787 170.0 1240 170.0 078 170.0 1417 170.0 944 179.0 1194 170.0 988 170A 1771 170.9 1033 1702 2125 170.0 1063 170.0 2479 170.0 1083 170.0 88 in 980 170.0 740 1708 1116 170.0 860 170.0 1302 170.0 940 170.0 1488 1700 1015 170.0 1873 170.0 1078 170.0 1859 1708 1122 1702 2231 170.0 1189 1171 720 170.0 1708 874 170.0 789 170.0 1169 1708 170.0 1384 170.0 1002 170.0 1868 170.0 1088 170.0 170.0 1168 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 1288 132.9 2437 1288 7915 170.0 1963 1122 170.0 870 170.0 1276 170.0 1059 170.0 1488 170.0 1128 170.0 1700 170.0 1228 1700 1613 1700 1318 170.0 2125 170.0 1387 146.0 2184 1700 1488 tsta 170.0 78 9 170.0 1161 170.0 937 170.0 1848 170.0 1080 170A 1670 170.0 1809 170.0 1794 170.0 1322 166.1 1880 170.0 1421 1408 1800 1700 1808 125.8 1960 191.6 1848 9015 170.0 170.0 097 170.0 1381 170.0 1118 170.0 1811 170.0 1280 170.0 1842 170.0 1389 1827 1891 170.0 1474 137.4 1881 183.1 1600 114.5 1861 1472 1473 9890 147.4 10815 108.8 1229 871 1618 1060 1093 977 1228 88.3 1229 121.8 971 800 1079 882 1003 74.0 1229 971 111.2 77.2 1001 903 11113 120 In 804 780 919 788 973 882 788 919 81.8 818 68.1 919 702 808 84.7 08. 917 019 96.9 1044 610 1272 60.6 1029 73.7 1223 82.4 1016 91.4 1228 722 893 68.4 637 678 971 61.8 828 61.9 971 88.6 810 43.1 871 48.0 706 37.0 971 782 32.4 aas 771 62.8 794 83.0 • 919 59.7 784 47.7 918 81.8 774 39.7 919 44.8 768 40.2 742 sae 37.1 144 90 43.7 76.8 716 020 788 648 705 03.9 768 68.8 896 472 788 49.4 688 41.9 788 44.4 677 37.7 788 400 888 318 788 34.8 641 631 TABLE 9B 442 804 304 846 37.0 488 312 848 31.8 272 848 282 400 243 846 208 478 210 646 474 182 848 19.8 172 13.7 Andes:CIO Patterns • FIGURE 1: Sulateeled 2.71. Galante M3ohar1,59 3118' maw,iun v 516053503, Wt 9116' Ebo Ulbaeon 194° EfooL8lr sl x`18960 6117 Elas 114°93 Mat 90 Steed • 612131631 mow 92 Sleet Maw Am093stor Uereaon AmeGabx Sews (05) Saw 697 8maw(O6) Edge 0181e1189(5,k eme.eenMR°r 7 2.135 . _ v e ° 4 _ 90 . • P 2-111' ,_wo ..s.. 34/r .. T 2112 P 2-11? 7 3.196° 7 0.48' 0.94' 0.321' 450 lbs 7413 tbs 800 tbs 1844 lbs 488 On 758 Ws 1948 tbs 1424 tbs 590 126 NIA 138D lbs 832 0 840 tbs 1120 lbe NIA 1E80 Os 1893 tte 1170 lbs AVA 2340 tbs lbs NtA WA 760 Itis 880 03 NIA 976 tbs 652 On 1280 The 1404 lbs 1320 03 3548 Ws 978 0 1260 tbs NIA NIA WA WA NM WA N/A NM 743 lbs NIA NIA NIA WA NIA 1860 Qs qat 21 Vbs rths 30 Me 760 lbs 712 lbs 250 116 NIA 349 tbs WA 89 Oa 220 03 280 tbs 380 Sts 110 lbs 90 lbs FIGINES2s • • • FIGURE ▪ 3: • FIGURE 4: • • • • • • • • • • • ANGLE CUP • MUST BE USED • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21 ANCHOR CAPACITY ADJUSTMENT FORMULA: USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACRY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE NIULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTE& 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. 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 18-20. ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 808345 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINWIUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND AU. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE NIATERIAL 1 co AcceptancePREimildingODUCC04:::171 By Product ..". /../i9P/01.Ni.":. ,...11 `.1:116.----z tfok FL P.E# 58705 TABLE IOA 2x8: Num. Tuba 6rtuI lon 42In 4801 '801n Rodenguter 170.0 820 7mp/rtlm• tweet 1700 418 60 • Rwanda 718841430. Loa1Ono L0a0N8 1 hi la 11 744 170.0 478 MONon Capachy Tabl9 (10810 Opening Width ( forw0S301y- spamdngmlglons )or Opening Height (for h oizoI8a5yspanrdngmuSiors) 701n 88111 80 in 100th 1201n 140 In Rodenglier Im•r0 Ih tesito Reatesgulet 149368 I� Ralenvier II 1979308 Loaerig 133060 170.0 888 808 1700 982 170.0 819 170.0 1118 1700 821 170.0 1240 170.0 521 170.0 170.0 50.625In 6413 601n 170.0 708 1700 824 170.0 881 170.0 884 1700 882 170.0 630 1700 1133 1700 881 170.0 1278 170.0 877 170.0 1417 1700 880 170.0 1700 170.0 1700 747 170.0 583 170.0 888 1700 831 170.0 100) 170.0 884 1700 1105 170.0 723 170.0 1245 170.0 747 170.0 1404 170.0 750 170.0 170.0 170.0 797 170.0 812 170.0 9513 1700 881 1700 1118 170.0 754 170.0 1278 1700 803 170.0 1434 170.0 837 1700 1084 1700 858 1700 1913 170.0 1700 885 170.0 701 170.0 1083 1700 787 170.0 1240 170.0 878 1700 1417 1700 944 170.0 1884 170.0 908 170.0 1771 1700 1033 170.0 170.0 2478 9310 170.0 830 170.0 745 1700 1118 070.0 880 1700 1302 170.0 943 170.0 1488 170.0 1018 170.0 1873 170.0 1070 1700 1859 1700 1122 170.0 170.0 8810 72 in 1700 874 170.0 788 170.0 1189 170.0 90.1 170.0 1384 1700 1002 170.0 1858 1700 1088 170.0 1783 170.0 1185 170.0 1943 170.0 1210 170.0 7810 170.0 1083 170.0 678 170.0 1278 170.0 1009 1700 1488 170.0 1128 1700 1700 170.0 1228 170.0 1813 170.0 1315 170.0 2128 1700 1387 1700 170.0 1700 170.0 1122 170.0 937 1700 1345 1700 1930 170.0 1870 1700 1208 170.0 1799 1700 1322 1700 2010 170.0 1421 170.0 2243 170.0 1605 1750 170.0 3140 784n 908 170.0 1181 170.0 997 1700 1381 170.0 1110 170.0 1811 1700 1280 170.0 1817 1700 1389 170.0 2072 1700 1474 1700 2302 170.0 1604 1700 170.0 1993 170.0 1144 170.0 1504 170.0 1328 170.0 1893 170.0 1488 1700 2125 170.0 1853 170.0 2301 1705 1793 170.0 2998 n0o 1018 1700 3188 8413 50 in 170.0 1417 170.0 1232 1700 1700 170.0 1434 170.0 1993 170.0 1822 1700 2257 170.0 1784 1700 255D 1700 1952 1700 2835 170.0 2085 sum 170.0 109 48 111 61 170.0 1884 110.0 1489 170.0 1913 170.0 1847 170.0 2231 1700 1870 1700 2860 170.0 2078 184.6 2781 170.0 2271 145.3 2781 1010 7333 123.8 140.4 105.0 170.0 1830 170.0 1481 170.0 1868 170.0 1700 170.0 2793 170.0 1952 170.0 2821 170.0 2149 181.8 2832 102.9 2245 138.8 2932 148.4 2218 113.8 87.8 1602 1441n 1700 1771 1705 1588 170.0 2128 170.0 1893 164.4 159.9 1991 1881 14t4 1884 60.1 2282 127.2 1938 193.1 118.1 1815 125.1 1934 1285 1418 104.3 1504 1001 1425 89.4 1064 81.8 1407 782 1884 807 1380 80.8 1684 72.3 1379 82.8 1894 65.7 1358 1330 44.7 170.0 521 170.0 1E3 170.0 521 170.0 880 170.0 2233 170.0 880 170.0 755 170.0 2391 170.0 758 0700 am 1700 MO 1700 881 170.0 1063 170.0 2833 170.0 1083 170.0 1171 1700 808 1700 1171 170.0 1280 1700 3117 170.0 1288 170.0 1629 1700 3400 170.0 1630 170.0 1894 170.0 35E3 170.0 1705 170.0 1777 170.0 38133 170.0 1783 170.0 293 138.5 3413 17LO 2331 188.8 2470 12110 3199 1E1 2428 120.9 2234 827 2781 110.0 2190 115.1 2120 634 2032 1083 MOB 88.9 10341 WA 2252 81.4 1808 49.2 1305 39.1 1509 44.4 1283 TABLE 108 Anchor Ctlp Pawls Anchor typit Edge Dawn Eng Embedment Ong 2 Anoka ID 4.78" hEn. 0.C. / Standard alp OIL 1 or Et 4 Anchors @ 438" Wm 0.C. I Standsid alp ft. 32 2.714 Concrete Anchor Capacity Table (Ms) VW" Mao Memo ye Boo Mame 3.48 Cana Ulbetson imaree 3/18" Goo Macon lba 450 lbe 270 lbe 280 Ito 354 We 740 On ve 88 moo arur Poo Aggretkeer Macon 884 lbs Mod CW.1 VC 88 Geo 2" 1182 Ilse 010 Heti 02 tRee1 oor Meta 012 Heel Saw pm Gee nate 4) eamoo 1180 Me 780 lbe 1930 Ito 1680 Ms 4 Anon= ta 3. Mtn. 00.42) 293AngtoOlps(38.59 a Ambers ate mo. avtaxgoltr mum MR 14 WA • A001003 (r0 44r F410p (9141.10g pips Anchors gg 1.71" Eh 0.3 / F4199 (Flog113.. 590 • • • FIGURgO: • • • • • /GORE 4: • • • • 780 Ms 1080 Os 2100 Ito 1380 les 289a Ito 1660 Ibs 3120 Ws 3064 lbe WA 4898 Da 3762 003 WA WA 540 lbs 10E10 Oa NIA lbs 500 Ibe 1323 Ibe NIA WA WA NW 780 EH 1520 Me 1500 Oa 1872 las WA 1109 Ibe WA WO Um 1760 Ma 2384 Ibs NIA 4728 Ibs WA 832 the 852 Me 1838 On 1880 0111 1080 Ws 1120 Ibe 2240 lbe 1120 Its 2240 Ies 3E0 Om WA WA 450 lbs 505 1193 WA WA WA WA NIA 390 1100 MO Da WA 1532 Me 270 Os DUA 285 lbs NtA 354 as WA 833 le WA NIA 1182 [be NIA WA 320 Da WA 420 Ns 840 Ibe 1120 Ibe • • 0 • 0 •0 • 00 0 • •• 00 0 • •• °1. • • FIOU*2•649 • • • • • • • FIGURE • • FIGURE 2: • • o• • • 1•• 0800 a • !- 1 • 0 Olt %• b o 0! •• • • • • ••• • • 0 O • • ••• 0 ••8 0 0 o • •• • • •• FIGURE 8: •••1 • • • • •1.4 • • • • • • 0• 00 00 o • • • • •••• • 1 • •• •• • • • • FIGURE 8: FIGURE 7 • • • • FIGURE 9: FIGURE 10: FIGURE 11: •• •• •• •• • 110 O 00 O 00 • 00 • • • • • • 00 00 00 ANGLE CLIP (FIGURES 8 -7) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA-. ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" COFtRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. TT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDTTIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACI1Y TABLE. TABLE NOTE& 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MUUJON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL tolULUON CLIPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY SE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FRIED CONCRETE BLOCK UNIT (CMU) SFIALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6089-75 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04Ir THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12ff THICK AND A313. AU_ ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREAIDS BEYOND THE MATERIAL MULLION co to I 00 2 PRODUCT REVISED es complying with Wo Florida Baddhig 0000 Acceptor. No Ex ISM ocENSe A. LYINtialLLER, FL P.E.11 58706 TABLE 11A Mullion Capacity Table (ibsRt2) 128"x2.11" x.128"Alum Tube Men Opening Width (forwrkieWspamdng mumons) or Opening Height (for horimnially- 6pammng mt40on3) 80In 80In 7011 800. 801n 102In 1201n 140 to 18015 Rectangular brake Trep/rdmg. Loading Rectangular Loading Tmp/Tderg. Rectangular Taap/TtimtO. rating Re6Urgldm Loading morrrhm0. Loading Rectangular Loading Tmp/rdatg. Loam g Redrafts LcadIng T0p/fdarg. Loading Reatersder Loading Trap/Tr(ar•. Loran/ Rectangular Loses T0SITdmg. Loading Reolargdm Loading T.s TTdm• Loading 1 $�sg 9E 1 if 1 If 11 1 1 1 if 1 11 if 1 11 5 42 01 1442 628 187.0 428 170.2 148.9 419 103.0 138.8 414 80.1 628 1348 411 80.1 528 134.1 411 72.1 628 1341. 411 60.1 620 134.1 411 81.6 828 134.1 411 48.1 878 184.1 411 48e 88.8 403 108.0 333 809 403 94.7 325 890 403 88.4 St0 60.4 403 81.4 317 63.7 403 79.1 816 48.3 403 780 314 40.3 403 78.8 314 34.6 403 78.8 314 302 403 78.8 314 60.625 In 82.3 382 91A 391 68.0 382 79.3 284 50.8 38.1 71.9 288 81.8 882 672 283 48.7 3132 840 284 412 38'1 83.8 283 343 332 839 283 29.4 382 63.8 283 28.7 382 83.8 283 8011 137.8 318 74.1 287 68.6 318 842 281 48.8 318 67.7 250 424 318 63A 250 37.7 318 69.8 230 33.9 318 489 249 283 818 49.1 248 24.2 318 49.1 248 212 318 48.1 248 601n 49.8 268 68.1 219 442 268 48.7 214 35.3 268 40.7 210 30.9 372 207 27.5 250 340 24.7 258 33.4 203 20.8 250 322 201 17.7 288 32.2 201 189 289 322 201 831n 42.7 234 480 200 98.8 234 39.1 198 30.8 234 34.7 122 28.7 734 91.8 189 23.7 234 28.4 188 21.4 234 28.0 184 17.8 234 28.6 183 18.3 274 228 183 13.4 234 368 183 88 01 37.2 213 30.4 183 31.0 213 83.7 179 28.8 213 29.8 178 232 213 27.0 173 20.8 213 28.1 170 10.8 213 237 183 18.6 213 222 187 133 213 220 168 11.6 213 71.0 188 72 In 218 170 30.1 168 23.9 178 28.8 152 20.4 178 228 140 17.9 179 223 147 10.0 179 18.7 145 78In 24.3 181 28.4 140 20.8 181 21.9 127 17.4 181 19.0 138 182 181 17.0 133 78In 228 182 739 133 18.8 102 19.9 131 181 162 17.5 128 TABLE 11B Anchor Capacity Table Ube) Anchor alp Patients &bet max 27k Concrete 8.6k Cans. Hoke/ CMU F@ad CMU PT Waal Meta! Anchor Tom 3/16' Sao Straw 1/4' EWb Ultmme ens Eke Mara 3/18' Slav Stara 114' Eton Rangoon 114.138 Elan 818' Moo Lemon SW SS Ego AwmGatar 010 Stall Sone(65) 912 8!e• 8603 (GO 612 Steel Some (66) Edge Sets= MY 1" 2.177 1" 2.1/2" 1' 2.1? 1' 2-347 2" 3.1/8" 7 0.48' 0.84" 0.324' Embednrem (91 1-3/4' 1.914' 13/4' 1414' 2" 1.1/4° 1 -1/4' 1 -1/4" 1 -114' 1.1/4' 1-114" 7 1318' 1357 (see note 4) 4 Anchors 52 S Min. O.C. / W 246 Angle Caps (Fp. 1): 780 Ufa 780 ms 680108 150090 1893Ile 8401bo 580125 WA 780 Re 838 mn 88010e 2984 •e 852 Ws 840 8.e 1432 Ws • • • • • • •••• •• • • • • • •• • • • • • • • • • • ••e••• • • • •• • •0 • • ANGIeE CLIP MUST B 1i4 43. •••• •• •• • • • • • •• • •••• • • •••• • •• • • • .. ••• •••• •••• • • •••• • • •• • • • TABLE NOTES: 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. ANCHOR CAPACITY ADJUSTMENT FORMULA: (D .) X ( ANCHOR CAP.,",,,,,,) o ANCHOR CAP.. MULUON USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 18 ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. AU. MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 YELLOW SOUTHERN PINE WITH AN 8G OF 0.85. ALUMINUM SHALL BE 8083 -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 LEAST . 128' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL x1.288°-1 L 2118' .128' 128' X2.11' X.128' MULLION UNTEORAL FIN MULUON) 0 2 m a 2 ce 40 1 1 1 I TABLE 12A 3.28° 30 DEG. AL BAY MULL 421n 4131n 5018 8078 170.0 020 1700 435 170.0 744 Mullion Capacity Table (Ibelf) Opening Width (tor V13458481:4111:158 muttons) or Opaahlg Height (tar tvr>mr1•ey.6panr1ing tnt 7or•) 7078 8001 so In 18878 12078 134 ;7711919 Rmimgilm R la i 11 1700 478 1700 888 1700 503 170.0 23 170.0 818 Radanguler Coding 1hi a1 1i T1apRdmg Loseeng 11 11 Reolenpular tmNnO TE4flitang. Loading L 7 1 91 1700 1118 1700 821 170.0 21 1240 17110 821 1700 1438 1 1700 14010 143909219 134419140 10929104140 Tra(YTdar 4 Leading Laa:am Lour• Wemp 1 11 hi la- 1 hh II 821 170.0 1735 1700 871 1481 1740 170.0 821 50.025 18 170.0 708 1700 524 179.0 850 170.0 584 1700 852 170.0 830 1700 1133 1700 881 1700 1278 70.0 877 170.0 1417 1700 880 1522 1872 170.0 880 1308 1522 170.0 170.0 747 170.0 588 170.0 699 170.0 831 1700 1048 170.0 084 1700 1105 1700 723 170.6 1345 170.0 747 1842 1443 1700 758 13&8 1443 170.0 788 117.3 1443 1700 54 In 8818 83 In 88 78 7278 7878 7578 001n 8878 170.0 787 170.0 812 1700 888 1700 881 170.0 1118 1700 784 1700 1275 1700 603 11.6.4 1353 170.0 837 1442 1353 170.0 858 1202 1353 170.0 881 103.1 1353 1700 170.0 885 170.0 701 170.0 1083 1700 787 107.0 1218 ciao 878 14&1 1218 17&0 944 120.8 1218 14.8 118.8 1218 1091 524 07.4 1218 14&1 913 83.5 1218 170.0 830 170.0 745 170.0 1118 1700 850 14.2 1180 188.8 033 131.4 1180 183.0 914 119.8 114 141.9 888 188.1 1150 1342 885 87.6 114 12&7 871 7 &1 114 170.0 974 170.0 74 152.4 1048 188.8 881 1306 1048 146.6 884 1149 1048 1391 850 101.8 1048 123.4 830 81.4 1048 11 &8 830 782 1048 109.4 821 859 1048 188.8 880 147.0 784 117.4 888 128.0 748 1008 888 110.8 734 80.0 850 100.0 722 782 888 82.0 712 704 880 83.2 703 887 880 78.2 808 50.3 888 78.8 11 &7 700 128.1 88.8 700 108.4 078 888 780 839 888 74.8 780 83.8 888 790 782 843 89.0 700 71.7 885 490 700 85.1 824 42.0 790 1108 721 780 119.5 857 82.3 74 08.1 644 78.1 74 58.9 832 882 780 77.1 821 81.8 74 70.8 812 4 750 85.7 808 482 74 4.4 44 3&8 780 833 74.4 800 801 888 02.8 481 51.5 588 548 483 45.1 583 48.8 478 401 683 44.4 488 291 888 408 402 300 888 912 452 25.8 503 1081n 1111n 12070 1441n 44 495 81.1 443 488 485 510 495 42.4 485 44.8 427 37.1 405 3 &9 421 330 488 38.1 418 287 4&9 332 408 24.8 488 2 &1 400 212 408 41.7 3a1 47.8 383 34.8 381 35.0 348 28.8 301 31.1 342 2&1 391 270 337 292 301 24.0 339 2.8 301 228 326 17.4 381 10.7 321 140 381 850 114.2 1522 1709 880 788 102.8 1443 170.0 ?SS 861 992 1353 170.0 881 913 73.1 1218 143.1 813 870 85.7 1180 123.2 870 Ste 87.1 1048 108.2 818 8E4 44.0 MO 70.4 WO 819 V.4 790 81.8 817 588 34.8 750 85.8 888 445 22.8 883 31.8 442 19.0 495 29.0 sac 98.4 370 38.2 335 820 370 33.0 330 27.8 370 2&8 240 870 28.3 320 21A 370 228 318 18.2 370 208 312 1 &0 370 1 &1 808 204 317 300 288 26.3 71 317 78.0 284 21.7 317 225 280 1 &0 317 10.0 279 10.8 317 17.0 273 17.8 220 17.8 203 TABLE 12B aubsusba A/1131107 Capacity Tabte 27k Comet° Med (241.1 PTWood Metal Anther Typtc Embetrasta 05 3/10' 2300 1.111recal ye Eke Maxon Mr SW 3/107 12143 Ultra= 110 Bea Ultrenan 114* SS Eke star Eico Ultrensol 174° 88 Eta 910 Steel Scsew (GM 012 Steel sew 835 1112 Steel 89139 (85) 2" 380 93 t90 lbs 1120 Ms 390 95 450 Ws TOO lbs 880 Om 1870 lbs Ibs 280 De3 580 Da 354 its WA 1-114" 4043 We 922 Is 720 95 1182 fin 2364 93 328 lbs 652 lbs 840 56 thee note 4) 990 as 1120 5s 2248 2.4 WA WA 1050 lbe 1920 95 078 We 1990 Ibs • •••• • • •••• ••• • • • •••• • •va• • • ANGLE CUP(FIGUp1003) MUST•BE UV IN PAIRS. •• se • •••• FIGURE 3: • •- •• • • • •• • • • • • • • • • •••• • • TABLE NOTES: 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 ALLOWABLE. 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 MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G80. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 8083 45 AND BE A MINIMUM OF .125 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND 048' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128` THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: / ANCHOR CAP. X ANCHOR CAP.,. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUON CAPACITY (FROM THE TABLE) OF 111E SELECTED CAPACTIY WHICH MAY BE USED TO QUAUFY ADDMONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACDY TABLE. gi co 1 re hre NO. 58705 '171.48°T MAI:ILALEFL: FL P.EX 58708 • O. 90 TABLE 13A Anchor CapaCI(y Table (Ws) Mullion Capacity 'Table 1) 3.28°48 DEG. BAYMULL AL Opening Width (farvanically- spanrdng m10on) or Opening Height (for herimNapy- apamdng mu0bre) 80 In 83 bn 70In 8065 8061 1001n 1201n 140 51 160In Laamrq T99Rd09. Leadk1 Itbet Loaele0 769(51670 LmOh® Re 0111016 Loading 130009. LoadI19 IMaer5ulei Loadbe T1p4do, Leading Re0er9da7 Lowing Trap/009. Loa65g ReetentWar 19309 Tmprtdang. Leading Rmtsi4ar Leeeng 19(07480. 508An9 Reeteeplet Loed10 189(1112070 Lo6tlm9 Re4065589 Loafing Tm9171199. Leatng 2' h 0.56° E 1 IE 1 IE I IE I hi 11 hi li II hi li !I ill ii !I hi !ill 2M48,ae ®s 1519 0.C. 1 (2)20901e Clips (79. 1 hi li 11 hi II l li i 11 hi li 11 ili ii 11 hi ii 11 ii ! a GI !Mall Length 421e 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 808 170.0 902 1700 619 170.0 1110 170.0 521 170.0 1240 770.0 , 821 170.0 1488 170.0 521 170.0 1795 170.0 521 180.3 1871 170.0 821 4810 170.0 708 170.0 524 170.0 850 170.0 684 170.0 892 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 880 183.7 1837 170.0 880 140.3 1837 170.0 803 1728 1837 1700 880 60.6251n 1700 747 1700 683 170.0 888 1700 631 170.0 1048 170.0 084 170.0 1105 170.0 729 170.0 1245 1700 747 170.0 1484 1700 788 147.1 1882 1700 789 128.1 1582 170A 788 110.4 1552 1700 788 041n 170.0 797 170.0 812 170.0 888 1700 891 1700 1118 170.0 784 170.0 1278 1700 809 1700 1434 1700 897 1852 1488 1700 858 1203 1452 170.0 981 110.8 1455 170.0 881 97.0 1452 170.0 881 601n 170.0 885 1700 701 1700 1083 1700 787 1700 1240 1700 878 157.1 1309 170.0 844 139.7 1308 170.0 888 128.7 1909 1995 884 104.8 1309 157.1 982 88.8 1808 187.1 882 790 1909 187.1 032 6310 1700 830 170.0 748 170.0 1118 170.0 850 1828 1247 1700 940 142.5 1247 1940 883 12.7 1247 1820 835 114.0 1247 144.3 952 95.0 1247 138.2 938 614 1347 133.7 938 71.3 1247 198.7 835 68 N 170.0 974 170.0 780 1700 1189 1700 903 148.4 1152 183.7 935 1229 1100 147.9 048 115.4 1100 1399 828 1029 1190 1224 914 88.8 1180 119.8 888 74.2 1193 118.1 883 849 1190 118.1 983 721n 181.6 1010 1826 677 134.7 1010 144.9 959 115.4 1010 127.2 842 101.0 1010 114.7 828 89.8 1010 1028 817 03.8 1010 828 637 87.3 1010 80.8 795 87.7 1010 97.6 790 80.6 1010 81.7 789 781n 137.4 908 143.8 792 114.8 908 122.0 775 921 638 107.1 781 88.9 808 062 749 78.3 805 802 738 88.7 908 823 729 573 939 747 718 49.1 Sae 71.2 710 42.8 908 708 708 79In 10.1 891 132.8 784 105.9 881 1129 738 90.8 681 826 728 79.4 881 889 713 70.8 881 81.0 709 03.8 981 724 894 030 881 63.1 981 424 891 84.5 878 327 881 827 972 90In 827 848 024 - 874 88.8 848 72.1 884 521 648 629 564 81.7 848 52.1 545 40.0 849 50.0 SR 41.4 848 47.0 530 340 848 410 818 2R5 640 382 811 229 840 388 527 991n 522 568 70.1 508 58.0 808 591 499 497 888 51.4 491 428 652 469 489 37.8 505 41.4 470 94.1 886 38.1 470 28A 588 394 459 24.3 508 309 402 21.3 588 227 447 1081n 47.0 449 98.9 405 58.9 448 41.2 390 34.2 449 387 383 290 449 31.7 907 228 449 25.0 382 229 449 781 377 790 449 227 388 17.1 449 294 381 120 449 18.8 358 1111n 44.1 425 420 385 989 418 37.8 379 31.8 426 320 523 270 428 721 367 24,8 428 7.2 382 221 425 24.0 330 18.4 428 20.7 350 128 428 128 349 120 m 34.8 384 35.8 331 20.1 3844 79.8 329 24.9 384 25.8 821 21.8 384 220 317 18.4 304 298 315 17.8 524 127 308 . 1441n 202 263 230 288 18.0 253 17.1 230 Anchor CapaCI(y Table (Ws) Alder Clip Patents 85085038 2.7k Connote 3.19 Conc. 1401557061U Fined CMU PT Wood Hates A r1 3/18' Elan U5,s* 114 Else 1Ommn �U 3118' Eke Masan 1/4° Elor 01393013 1(4'88 Eke AggSGator BH8 Eko U4+aoun 1/4°880100 Agp•Oetar 010 Steel 8888(08) 612 Steel Screw (738) 8128(50 Saw (38) Edge DIstenae 41* r 202 r 2-1/37 0118' 1' 202 1" 2 -12 2" 3.118" 2' O48'. 0.56° 0324' Embedmaot035 1414' 1-314' 1314' 1-314 2' 1 -114' 1 -114" 1 -154" 1.1(4' 1-1(4' 1 04' 2" 1-38" 14458' (093 ate 4) 2M48,ae ®s 1519 0.C. 1 (2)20901e Clips (79. 1 98016* 39095 4600 880155 1700 55 270168 200155 05445 74015e 48845 720155 1162155 328100 420I58 880113* 4 Ands= @ 517 Min. O.C. / (2) 08 Angle Clips mg. at 780113* 780155 78515* 187015* 285115 840 45 520455 WA 11201bs 038155 880823 235480 65225* 840 Ms 1120155 8 MOMS @ 271' Nkl O.C. /371) 200939 Caps Mg. 4 1123155 1120 65 988 (55 224845 223445 N/A 840 m5 (59 1058 W NIA 132010 NIA 97819* 1280135 1880(55 • • FIGURE 1: • • • • • • • •• • • • • TABLE NOTES: 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. • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • •: • • ANGLE CUP rIG s Ej j-3) MUSTeE US, IN PAIRS. • • • • •••• • • •• •• • •••• • •••• • 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 THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 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 YELLOW SOUTHERN PINE WITH AN 8G OF 0.55. ALUMINUM SHALL BE 8033 -T5 AND BE A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STIR TO BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA. >X ANCHOR CAP""`"""") * ANCHOR CAP.., MULLION CAP.,O„„u USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .128° E MULLIONS 2 a (O 2J j_1 m � N▪ AN 1- 0 Q � � O 021 I PRODUCT REVISED es comp1y913 or0A ea Fladds 1301019 C.430 00ep003No li " .0 flate '4174:1411U By ) / LYNN 4,4 ��,�. ▪ * • N0.58705 * • It STAIfE Oi� "' SS/oNA %'s A. LYNN MILIA, P.E. FL P.E.# 69705 w K• 1' X 2' X.125° MULLION 8083TeALUM. X-SECTION .375° MIN. --1 1.000" f-- .33776° I ° X 2' X .376" MUWON 8063 -T8 ALUM. XSECTION 1 --.125" 2.000" 3.125" 6.50' 1.15' MIN. O.C. •376" • • • • • • • •' • STANDARD CLIP 8083 -T8 ALUM. XSECTION .125° CUT HERE TO CREATE F.DUP, SEE r- DETAIL F. SHEET O -1 1.000' i-•- r x 2.7r X .375' MULLION 8083 -T13 ALUM. X-SECTION .376' MIN. } 1 L_ STANDARD 808378 ALUM. TOPVIEW 0.312* • • • s • e.600' .375° MIN • •• • MIN. /^t MN. • O.C. •••• • • • • •• • •••• • •••• • OFFSET CLIP .126.- • • • • 115383.78 ALUM • • TOPVIEW TOPVI • Z • ••• • •• • • • • •••• • • • •• • • • • • • • • 0.312' •• •• • • ••• • ••• •••• • } U-CLIP 6083 -75 ALUM. XSECTION .338' MIN. 1" X 2.76 "X .850' MULLION 808378 ALUM. X- SECTION U.CLIP 8083 -TO ALUM. USED FOR ALL 1' X2"AND 1' X 278' MULLIONS, SHEETS 5-8 0.225" TYP. TOPVIEW 1 .325° MIN. 1.1-CLIP 8083-T5 ALUM. I "X3.125 X.�" 1b MULL ONLY. SHEET TOPVIEW 338° MIN. U•Cup 8083 -T8 ALUM. 125X 3.188'X.288' MULL ONLY SHEET 12 TOPVEW TABLE B 1--1.00?-4 Y X 3.127 X.5' MULLION 8083-T8 ALUM. X-SECTION 8.000' .375' MN.- 0.312' 3.000" MIN. 2X8 ANGLE CLIP 808376 ALUM. TOPVIEW 3.185 F- 1250° --1 128 X 3.188' X .285' MUWON 8083T8AWM. X- SECTION Mud Dheen&on (sheet 0) POT Part 8 Mullion Std. Clip Offset Clip U-Clip Angle Clip 1 °X2"X.125(5) 68805 668113M 6661118M 688243M 686511M 1" X2" X.375" (6) 888008 686114M 6861119M 686244M 686512M 1' X2.75° X.375° (7) 66807 668115M 6661120M 868245M 668513M 1" X2.75" X.650° (8) 6608 668116M 6661929M 888248M 686514M 1" X3.125" X .500" (8) 66637M 6661116M 6881114M 688242M 868815M 1.25" X3. 188" X.285 (12) 68641M 6681117M 6681113M 688241M 666518M 1.28° X2.19° X.126" (16) 69370 NIA N/A N/A 888517M NOTES: 1) ALL MUWON CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. 5' NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A [-- 1288° -1 2.118' .125" .907 128' X 2 1 "X .125' MULLION 8083-76 ALUM. XSECTION 126° Dimension Value (In) For Mullion: A 1.625 B 2.884 1 °X2'X.125° C 0.895 Aluminum D 0.740 Tube Mullion E .450 Min. A 1.126 B 2.404 1° X2° X.378° C 0.635 Aluminum 0 0.490 Tube Mullion E 0.450 A 1.878 B 3.00 1" X2.78"° X C 0.757 .378 Aluminum D 1.118 Tube Mohan E .450 Min. A 1.312 B 3.000 1 X2.78° X C 0.478 Aluminum D 0.838 Tube Mullion E .480 Min. A 2.000 B 2.637 1 "X3.126°X C 0.883 .100° Alum D 1.137 Tube Mull E .450 Min. A 2.625 B 3.282 1.25 X3.188° C 0.882 X 265 Alum D 1.762 Tube Mull E .450 Min. 1.28" X2.11° X A 1.813 .121° Alum Tube Mull !1* d BE MULLIONS 2 7 1 1 1 RIM co PRODULTREVISED Hm1Cade��Pfmide An= No -8 .0 1 3 4.000° �j 1.000' 1.000' 1•• 4.000' .126° 126° 1 X4 MULLION 8083 -T8 ALUM. X-SECTION .126' 1'X 4'X.375' MULLION 8083.78 ALUM. XSECTION 3.489• .125° .125' 045° BAY MI/WON • $ &LUM • X -SECTON • •• .229'J I-4oat' -1 • • • • • • •• • •• • • • • • • • • • • •• •• MIN. MIN. STANDARD CIiP 8063- T8 ALUM. %SECTION 5.500' 3.126 CUT HERE TO --'� _ CREATE F-CLIP, SEE DETAIL F. SHEET 2.876 — 2.250' O O 0.312" O STANDARD CUP 8089 -7B ALUM. TOPVIEW 5.500' 0 • • .740' OFFSET CUP 8063T8 ALUM TOPVIEW • ▪ • • • •••• •••• 1) ALL MULLION CLIPS AY BE FACTOR1r AME AND 4010I7114MIUNUSED BOLES. IF NEEDED. H0b8$4l&TaBE DRILLED IN ME FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. - a__aea —_._ a •• WEIS 2-4 FOZIeG RAL WST/4 TfON A THODS. • • • ••• O k -0.30 0 } 3.000° U-CLIP 8083 -T8 ALUM. USED FOR ALL 1' X 4' MULLIONS, SHEETS 10 & 11 TOPVIEW TABLE D TABLE C 7 r ?MANGLE CUP 8083.78 ALUM. X-SECTION 6.000' 0.312' — o- - --e -- O O� 0 2X5 ANGLE CLIP 8083.78 ALUM. TOPVIEW Dhnenelon Value (In) For Mullion: F 3.687 1 °X4°X.126 G 1.000 Aluminum H 2.680 Tube Murton F 3.187 1 "X4 "X.376 G 0.757 Aluminum H 2430 Tube Mullion F 2.813 30° Bay Mull F 2.875 45° Bay Mud Mull Dimension (sheet#) POT Part # Mullion Std Clip Offset Clip OCIlp Angle Clip 1' X4" X.125" (10) 69384 686111M 6881122M 668241M 688518M 1" X4" X. 376 (11) 68610 668112M 8881123M 888242M 666519M 30 Degree (18) 68949 NIA N/A WA 6685110M 45 Degree (17) 66650 WA WA WA 686511114 375" MIN. 1375" MIN. 2.71' MIN. O.0 (BAY MULLS) 3.00' MIN. O.C. (1' X 4" MILLS) 1 1 1 2 0 `�.��N.IILYNN I4 r''7i' • * • No. 58705 % -• o . a si TE n :'L` S .` �''�� S'�ONA4 ,, A. LYIQI(J M3CLE''T�. P.E. FL P.E.# 58705 A TABLE E Mull Dimension (sheet 0) PGT Part # Mullion Std. Clip U1lip Angle Clip 2° X4" X .26° (13) 66602 688281M 668271M 8865112M 2° X 6" X .28' (14) 68804 688282M 688272M 6865113M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • 2.000' 4.000' 2-X4 X.° MUWON 608378 ALUM. X -SECTION •••-•• • •• • • •••• • • •• • • ••• • • •• • •• •• • • • • • • • • •• • • • • • • • 8.000' • • • • • • 2'xo .2M• MUWGN 80884FIRI IaMe X-SECTION ••■• • • •••• • • • • • • ••• • •• • • • • •••• • • • • r ••• .376' MIN. 2 1 x.126' HH 2.000' i STANDARD CLIP 6083 -T6 ALUM. X-SECTION .125' 1A90' 3.500' 5.500' CUT HERE TO CREATE FCLIP, SEE DETAIL F. r SHEET4 .378' F MIN. 2.688' 3.438' 3.600' 2.820' STANDARD CUP 6083-T6 AWM. TOPVIEW 5.800°- e CUT HERETO CREATE F-cUP. _ SEE DETAL P. r SHEET .375' MIN. 1.716' MIN. 0.C. \��J F I 0.312' +- 4.688' -- - - -- 6.4 � I O 2.820' STANDARD CUP 8083-T8 ALUM. TOP VIEW 2 I � j-- -.12s• 14 2.126' i I i /.. 126' I-1.490'-1 0.228' 1.344' o.C. 2 U-CLIP 008378 ALUM. X-SECTION MBi F.378' 3.438" .837' MIN. O.C. U-CLIP 668376 ALUM. USED FOR 2'X4' MULLION, SHEET 13 TOPVIEW 0225' 1.344" O.C. .375' 8.438' 837° MIN. O.C. U•CLIP 6083-78 ALUM. USED FOR 2'X8' MULLION • SHEET 14 TOPVIEW -'1 I�-•125' 2.000. as ANGLE CLIP 8083.78 ALUM. X -SECT, ION .125' 6.000' -- 3.000° MIN. 0.C.--••• 0.312' €- - 3.438' 0- 0 0 0 Q, L.375" MIN. 2X6 ANGLE CLIP 8083T8 ALUM. TOPVIEW 5.000° 3.000' 2 5.438' 2X6 ANGLE CUP 8083- TEALUM. TOPVIEW .378' f MIN. MIN. 1.800° MIN .375' MIN. z 0 J co N E� Q g y z -I 1 1 U Wilm tJL o 0 NI 1 PRODUCT REVISED as oomplytoyvim dxiFlWks B • mDat No L'J' V1' `%.11111 1,10ENSg' * • No. 58705 • • * - • STA E OF . ( W : • =W, FLORIOP: (2�� A. LYNN MILLER, P.E. FL P.E. #58705 4 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -1W. THE OPENING REQUIRES A DESIGN PRESSURE OF +80.01 -30A PSF. g NO ANCHORS N HEAD 1) INITIALLY ASSUMING THAT A1' WIDE MULLION I8 SUITABLE,THIE MUWON LENGTH 1872° AND THE OPENING WIDTH 18 32° +32+1' =88°. REFERENCING SHEET 22, THE COLUMN USING - - -1 gy�pp�+j H4A C Gr gg 6 liY 72. MIALION I" RECTANGULAR LOADING MUST BE USED. SCAN THE MUWON TABLES FOR A MUWON THAT 18 AT LEAST THE WINDOW FRAME DEPTH OF 2- 114° AND WILL MEET OR EXCEED THE REQUIRED ( el L 8� FENESTRATION P APPROVAL — ,,.. . - DESIGN PRESSURE OF +80.0680.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SRS. USE THE NEXT LARGER SIZE AVAILABLE FROM TABLE 3A. SHEET 7. THE 1' X 2.78'X. 378' MULLION (LENGTH = 72. OPENING WIDTH = 70) MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS +658.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. _ FROM TABLE 4A, SHEET 8. THE 1' X 2.78' X .�0° MU WON (LENGTH = 72°, OPENING WIDTH = 70°) HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LBS. — 2) USE TABLE 4B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)1712 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4)#12 ANCHORS HAVE A CAPACITY OF 8401.BS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP I8 EASIER TO INSTALL 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 — INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. SHEETS 24 Tam IMPACT - RESISTANT ALUM NUM TUBE MU IONS u EXAMPLES PI • • IN 1 LENGTH — 0 11 DETAILS. SHEETS r 24 0 / — TA g - — A rr_ _ IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS + 680.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 838 LBS. ALTERNATIVELY. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PSF: (60 PSF) X ( 824.8 L.88 (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) L _ _ _ J NO -- 1N�- -WINDOW a WIDTH 7 ) PSF EXAMPLE 2: MULTIPLE MULLIONS THE BUILDING SUBSTRATE I8 KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.318'. THE OPENING REQUIRES A DESIGN PRESSURE OF+80.01-58 0 PSF. FOR THE VERTICAL MULLION: Q Z �f r$ gR d 1) INTTUILLY ASSUMING THATA 1' WIDE MULLION 1S SUITABLE. THE MUWON LENGTH IS 32°+72'+1°=105•AND THE OPENING WIDTH IS 36'+38"+1'=73', REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MUWON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318' AND WILL 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. NULL WIDTH-11— FROM TABLE 3A, SHEET 7, THE T X 2.76' X . 378° MUWON (LENGTH =108', OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE 18+1- -18.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. 2 . Vj &'p g. YER11CAt,1 I SEE FB�9TRADON PttODUCS APPROVAL i _ FROM TABLE 9A, SHEET 13, THE 2' X 4° X 250' MULLION (LENGTH =108'. OPENING WIDTH = 80') HAS A DESIGN PRESSURE OF +-84.7 PSF WHICH EXCEEDS THE REQUIREMENTS DETAILS. s FOR THE OPENING AND MAY 8E USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. B14ET8 BECAUSE IT IS NOW KNOWN THAT THE MUWON WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH IS 3(' +38' +7'=74°, NOT 73' AS Pi�000SLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY. THE WNDOW WIDTHS MAY BE REDUCED TO MAINTAN THE 73' DIMENSION (35- 11T +35- 12'+2•=737. j 2) USE TABLE SS TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED 1 1 CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MUWON CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EIHGE DISTANCE. MULLION ` LENGTH A OPENING HEIGHT FOR _ BEE L..,_ O... SHEETS 24 — i� �// 4/• • • • • • • • • • � SEE ` -- DETAIL SHEET --' USING THE STANDARD CLIP WITH (8)3/10' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2 -1/C ONES AN ANCHOR CAPACITY OF 1080 IBS WHICH IS GREATER, AND — THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 071 LBS. FOR THE HORIZONTAL MULLIONS: • • • 61E • • mina, • — misers • • • • • BECAUSE THE VERTICAL MULL WILL BE A T X 4' X 280' MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MUWONB, ALTERNATIVELY, ANOTHER — MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 38° AND THE OPENING HEIGHT IS 32 ° +7T +2' = 108'. REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDALTTRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13. THE T X 4° X 280' MULLION (@ LENGTH = 42', OPENING HEIGHT =120') HAS A DESIGN PRESSURE OF +3170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 L BS. 2) USE TABLE SB TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE U SUBSTRATE 114 THIS EXAMPLE. ASSUME THE CMU JAMBS ARE 8' CC WIDE. IF THE MULUON CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USINGTNE 2X8 ANGLE CLIPS WITH (4) 3/18° ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 6401.133 WHICH 18 GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED HERM IAULLION • • • • • • • • • • • PRODUCTREVIS D �0� Florida BA - Ije•✓.0lf • ��,,, pgto .IYL'LolU Y .; i �� %1 /.- ' .�;.� ,...'. -.: ., : :. \\ 1111 I t l/ 'La ANCHOR CAPACITY OF 521 LBS. l LYNN ylp Nj, • • • • • • • • • • _ ' Vi + : OPEi a WIDI1if FOR • • • • '...• • • • • • • • • • • • Kit VERT.SIQL• • •••• •....' • • • • • • • • • 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LB8. TABLE 08 FOR THE U-CLIP SHOWS THE ANCHOR CAPACITY 61074 LEIS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 821 IBS. THE ANCHOR TYPE 18 A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR NI7WON DESIGN PRESSURE IS: r684.7PSFFROM THE HORIZONTAL ; +6170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU; +/ -170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MUWONS OR FENESTRATION PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MUUJON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. ��%.00sa `� t•:. %)GENE Q' •' * : No. 58705 - =-0:; G► • 17e" � �� ''•.,FIOR \�P•'��: �,, S' /ONA1- 1' t ' A. LYNN t�f 1LI.�R, FL P.E# 58708 '. R �� ••. ,ac • _ : - W F '..(l/. , P.E. EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LALrL / HINGED lar Ilr itg 1 LOADING OF VERTICAL MULUON SILL OF WINDOWS NOT ANCHORED DOOR O• oo • • • • LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MUWON WITH INTERSECTING VERTICAL MULUON LOAD ISQ 1g,�,,�•w,�+'� MULLIt . • LOADING OF VERTICAL. MULLION QINGED DOOR ISTI T ArTURECAP D OIN/eHORED WITH INTERSECTING HORIZONTAL NMIONS • • • • • • •• •• • ••• •••• • • •• • • • • • EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: LOADING OF (2) HORIZONTAL MULLIONS LOADING OF VERTICAL MUWON Nr LOADING OF HORIZONTAL MILLION LOADING OF VERTICAL MULLION SGD I " LOADING OF HORIZONTAL MUWON LOADING OF HORIZONTAL MUWON LOADING OF HORIZONTAL MULLION NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. 0 0 3 w N 1 1 UNN1 `INN Mkt // Z. * • 01/441145"; ° it . to A. LYNI1 MILL't_k P.E. FL P.E.# 68705 LOADING OF VERTICAL MULUON SILL OF WINDOWS NOT ANCHORED DOOR O• oo • • • • LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MUWON WITH INTERSECTING VERTICAL MULUON LOAD ISQ 1g,�,,�•w,�+'� MULLIt . • LOADING OF VERTICAL. MULLION QINGED DOOR ISTI T ArTURECAP D OIN/eHORED WITH INTERSECTING HORIZONTAL NMIONS • • • • • • •• •• • ••• •••• • • •• • • • • • EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: LOADING OF (2) HORIZONTAL MULLIONS LOADING OF VERTICAL MUWON Nr LOADING OF HORIZONTAL MILLION LOADING OF VERTICAL MULLION SGD I " LOADING OF HORIZONTAL MUWON LOADING OF HORIZONTAL MUWON LOADING OF HORIZONTAL MULLION NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. 0 0 3 w N 1 1 UNN1 `INN Mkt // Z. * • 01/441145"; ° it . to A. LYNI1 MILL't_k P.E. FL P.E.# 68705