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WS-12-1818Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 179256 Permit Number: WS -10 -12 -1818 Scheduled Inspection Date: November 07, 2012 Inspector: Bruhn, Norman Owner: ROBBIN, DAN AND JOSEPHINE Job Address: 810 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060340060 Phone: (954)792 -4415 Building Department Comments REPLACE 12 WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments November 06, 2012 For Inspections please call: (305)762 -4949 Page 8 of 19 Miami Shores Village 'RECEIVED Building Department OLT 0 2012 r2 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 CB eel Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 p Permit Type: BUILDING ROOFING Permit No. ' , 1 Master Permit No. 31 1 $i OWNER: Name (Fee Simple T itleholder):DC.O a Q. e '71)6 O ) 9 (-) Phone #:.30 S. -) S7.3 �- IQ Address: & 0 V QDO 5T City: rnnlvt It\`1 GVAbY° State: _ Zip: 3I3g Tenant/Lessee Name: / Phone #: Email: JOB ADDRESS: 8 l 0 i— ®G� City: Miami Shores County: Miami Dade Zip: 53138 Folio/Parcel #: U 0 - 62. D - CL) b°4 . OO Co O Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: --11-1.-- of e✓ tit, QIn -,s,1 9 Phone #: cis-c7GI2L(-tic 1'M3 Address: 491 )10 SL 3D G., City: - \5�fa..Q)f)Qa State: Zip: 33 -BZ Qualifier Name:L�1� 1 , s: 7a ) r ) t ,� Phone#: State Certification or Registration #: �-� (_- D( 1� ' b Certificate of Competency #: pp �, Contact Phone#: q 5LL -1 (11.°41'1/4-111-S c4,11 ail Address: 6 �.Q ( 1 \'1��1 ? C O (150 Ck.S COrll DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ , on Square/Linear Footage of Work: Type of Work: ❑Addit' ❑Alteration ❑New Repair/Replace ❑Demolition Description of Wor : a :i-) c T Co o r\AAD(.),),3 ********* **** *** * * ******* ************* Fees **** *********** *********+x+x** **** ** ****+ *** Submittal Fee $ 'SD Permit Fee $ 0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) 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 issued. In the absence of such posted notice, the inspection will not b pproved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this Z€)) day of , 20 6 by c� 1 (fl who is personally known to me or who has produced As id cation and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Contractor The foregoing instrument was acknowledged before me this_ day of I , 20 12_, by V.L 1 ^ bk.), ,( who is personally known to me or who has produced as identificatio and who did take an oath. NOTARY PUBLIC: APPROVED BY y Commission Expir ,//0- Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Miami -Dade My Home Page 1 of 2 My Home rrriani idade. gov Show Me: j Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206 - 034-0060 Property: 810 NE 100 ST Mailing DANIEL M ROBBIN &W Address: JOSEPHINE Living Units: 810 NE 100 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138 -2512 Property Information: Primary Zone: 1100 SGL FAMILY - 2301 -2500 SQ CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,684 Lot Size: 8,850 SQ FT Year Built: 1958 $50,000/ $161,921 5 6 53 42 MIAMI City. SHORES SEC 8 PB 14- Legal 33 LOT 9 & E1/2 OF LOT Description: 10 BLK 169 LOT SIZE 75.000 X 118 OR 15970- 4769 0693 1 OR 15970- 4769 0693 00 Assessment Information: L -'jam 2012 2011 Land Value: $95,296 Magill ,2nd Homestead: YES YES $317,888 EMEKE = EE $50,000/ $161,921 1:.1 Exemption Information: Year: 2012 2011 Homestead: $25 000 $25,000 ,2nd Homestead: YES YES Taxable Value Information: Year: 2012 2011 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $161,921 $50,000/ $155,749 County: $50,000/ $161,921 $50,000/ $155,749 City. $50,000/ $161,921 $50,000/ $155,749 School Board: $25,000/ $186,921 $25,000/ $180,749 Sale Information: ACTIVE TOOL: SELECT q QQP9R Aerial Photography - 2009 0 Mv Home 1 Property Information 1. Property Taxes 1 Mv Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer 112 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /myhome /propmap.asp Legend Property Boundary Selected Property 4 ear Highway Miami -Dade County Water Street 9/13/2012 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OS 10— t 2 — PERMIT NO. TAX FOLIO NO.g 1•.')2f)Cv.c .1 .00 (QC) STATE OF FLORIDA: COUNTY OF MIAMI -DADE: &TATE OF FL f11OEf'YCCR THE UNDERSIGNED hereby gives notice that improvements will be made to certain Jcerta rleal this property, and in accordance with Chapter 713, Florida Statutes, the followinglIgMatiOnin is provided in this Notice of Commencement, 'HARVEY RUViN, 1. Legal description of property and street/address: 2. Description of improvement: (,4,, p csvg 6y 11111111111111111111111111111111111111111 1111 CFN 2012R0711820 OP 1k 28302 F'9 1066; (1p9) RECORDED 10/05/2012 10:3240 HARVEY RUVINr CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST FADE OA, COUNTY OF LADE -Y that ci'ns is a tr'1 xy of the =F'ica on day of f ,A020 /2 and i ^t,G'18f .:.. 3,. CLERK _. OM' i nd County Ccurls CDC Space above reserved for uee of recording office Lc 1 r Q✓ O to 3. Owner(s) name and address: ` B_ ,i Interest in property: Dr-A31-el T_., a� ,. Name and address of fee simple titleholder: 4. Contractors name, address and phone number: Florida Home - improvement Associates 4070 SW 30th Ave. Hollywood, Florida 33312 Phone 954- 792 -4415 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 do /ments may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a co 713.13(1)(b), Florida Statutes, pyr'of the Lienor's Notice as provided in Section Name, address and phone number: 9. Expiration date of this Notice of Commencement: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER ratio IXPe is 1 year from the date of recording unless a different date is specified) IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATOUTES, AND CAN RESULT IN YOUR ARE 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 By Print Name Title /Office er(s) o cer/Director /Partner /Manager By %Ida HOMs- Improvement Assoc. Print Name 4070 SW 30th Ave Title/Office Hofywnatt Fl 39512 STATE OF FLORIDA COUNTY OF MIAMI -DADE The for •oing inst ment was By rB l ` ❑ Indiaf'dualiy, or ❑ as arc sonally known, or nowledged before me this c)-3 day of for ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature r(s) By 123.01 -52 PAGE3 11 /07 s)'s o Officer/Director/Partner/Manager who signed above: By • -e P;= gh•(GCp -GCpI) V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5 -la Rink Category 11 Table I.5 -1, page 2 Exposure C Section 26.7 Kd OAS Table 26.6 -1, page 250 Kn 1 Figure 26.8 -1, page 252 CrCpi 0.18 -018 0.55 pitch of roof 3/12 14.0 degrees Uinta 14.0 degrees Specialty Engineering Consultants, Inc. 1509 SW 30 Avenue, Suite 620 Boynton Beach, FL 334328 FL CA # 009217 Intstuctlons and limitations of Use Wind Veloches in South Florida Area of component Dade Browanl Palm Beach Area of component Risk Cat 1 165 156 156 Low risk to humans (fame, sheds) Risk Cat 2 175 170 170 Single Family Residences Risk Cat. 3 &4 186 180 180 Essential Facilities 1 Charts provide wind pressures based on the mean roof height And shall not exceed 80'-0'. 2 Design pressures are for an enclosed bufflnding (shutters or other Impact resistance protection required). 3 User shall determine the mean roof height, (Eave height + Roof Peak)/2. 4 End zone distance Is the lessor of 10% of length, 10% of width, or 40% of the mean roof height and not less than 3'-0' 5 If 50% of a component Is N a particular zone then that component I8 considered to be in zone with the majority of the area. If questionable then place in Zone 5 8 Each component window, door, mullion has a tributary area that is area to be used. Area of components to rounded down but shall not be less than 10 at 7 For NOA's that require a Kd =1.0 then multiply the values listed herein by 1.18. 8 and pressures are based on Allowable stress design. 9 Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30) 10 Charts and values listed herein are only valid when sign e}td^'^' ^"-' ^ ^ °' -• +fiery McDougle, PE #58214 11 Wind design pressures are calculated In accordance wt{SiASCE 7 -10, Method 2 12 No reduction Is taken for slopes less than 10 degrees. Mum Roof Height Area of component Area of cons,. ant Area of component Area of component Area of component Area of component Area ofnomponent Area of component Area of component Area ofoomt„na,d Alva of component 10.0 4 15.0af 20.0 sf 25.0 sf 30.0sf 35.0 sf 40.0 sf 45.0 sf 50.0 f 55.0sf 6004 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 15 40.1 -43.4 40.1 -53.6 38.8 -42.2 38.8 -51.3 40.1 -43.4 40.1 - 53.6 37.9 -41.4 37.9 - 49.8 37.5 -41.0 37.5 . 49.0 37.1 - 40.6 37.1 - 48.3 36.7 - 40.2 367 -47.5 36.2 -39.8 36.2 -46.8 35.8 -39.4 35.8 -46.0 35.4 -39.0 35.4 -45.2 35.0 - 38.6 35.0 -44.5 16 40.6 -44.0 40.6 -54.4 39.3 -42.8 39.3 -52.0 40.6 -44.0 40.6 -54.4 38.4 -42.0 38.4 - 50.5 38.0 -41.6 38.0 -49.7 37.6 41.1 37.6 - 48.9 37.2 - 40.7 37.2 - 48.2 36.7 - 40.3 36.7 -47.4 36.3 -39.9 36.3 -46.6 35.9 -39.5 35.9 -45.8 35.4 -39.1 35.4 -45.1 17 41.1 _. • 41.1 -_• 39.8 -43.4 39.8 -52.7 41.1 -44.6 41.1 -55.1 38.9 -42.5 38.9 -51.1 38.5 -42.1 38.5 - 50.4 38.1 -41.7 38.1 - 49.6 37.6 - 41.3 37.6 -48.8 37.2 - 40.8 37.2 - 48.0 36.8 - 40.4 36.8 - 47.2 36.3 - 40.0 36.3 -46.4 35.9 -39.6 35.9 -45.7 18 ' 41.6 -45.1 41.6 -55.7 40.3 -43.9 40.3 -53.3 41.6 -45.1 41.6 -55.7 39.4 -43.0 39.4 -51.8 39.0 -42.6 39.0 -51.0 38.5 -42.2 38.5 -50.2 38.1 - 41.8 38.1 - 49.4 37.7 -41.3 37.7 -48.6 37.2 - 40.9 37.2 - 47.8 36.8 - 40.5 36.8 - 47.0 36.3 -40.1 36.3 -46.2 19 - -_- -45.7 - -. -56.4 40.8 -44.4 40.8 -54.0 42.1 -45.7 42.1 -56.4 39.9 -43.5 39.9 -52.4 39.4 -43.1 39.4 -51.5 39.0 -42.7 39.0 -50.7 38.5 - 42.2 38.5 -49.9 38.1 -41.8 38.1 -49.1 37.6 -41.4 37.6 - 48.3 37.2 - 41.0 37.2 - 47.5 36.7 - 40.5 36.7 -46.7 20 42.6 -46.2 42.6 - 57.0 41.2 -44.9 41.2 -54.5 42.6 -46.2 42.6 -57.0 40.3 -44.0 40.3 -52.9 39.8 -43.6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 38.9 -50.5 38.5 -42.3 38.5 -49.7 38.0 -41.8 38.0 -48.9 37.6 -41.4 37.6 -48.1 37.1 -41.0 37.1 -47.2 21 43.0 -46.6 43.0 -57.6 41.6 -45.3 41.6 - 55.1 43.0 -46.6 43.0 - 57.6 40.7 -44.4 40.7 - 53.5 40.3 -44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 43.1 39.3 -51.0 38.9 -42.7 38.9 -50.2 38.4 -42.3 38.4 -49.4 38.0 -41.8 38.0 -48.5 37.5 -41.4 37.5 47.7 22 43.4 -47.1 43.4 -58.1 42.0 -45.8 42.0 -55.6 43.4 -47.1 43.4 - 58.1 41.1 -44.9 41.1 - 54.0 40.7 -44.4 40.7 - 53.2 40.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 -51.5 39.3 43.1 39.3 -50.7 38.8 -42.7 38.8 -49.9 38.4 -42.2 38.4 -49.0 37.9 -41.8 37.9 -48.2 23 43.8 -47.5 43.8 -58.7 42.4 -46.2 42.4 -56.2 43.8 -47.5 43.8 -58.7 41.5 -45.3 41.5 - 54.5 41.0 -44.9 41.0 - 53.7 40.6 -44.4 40.6 - 52.8 40.1 -44.0 40.1 -52.0 39.6 -43.5 39.6 -51.2 39.2 -43.1 39.2 -50.3 38.7 -42.6 38.7 49.5 38.3 -42.2 38.3 -48.7 24 44.2 -48.0 44.2 - 59.2 42.8 -46.6 42.8 -56.7 44.2 -48.0 44.2 -59.2 41.9 -45.7 41.9 -55.0 41.4 -45.3 41.4 -54.1 40.9 -44.8 40.9 -53.3 40.5 -44.4 40.5 -52.5 40.0 -43.9 40.0 -51.6 39.5 -43.5 39.5 -50.8 39.1 -43.0 39.1 -49.9 38.6 -42.6 38.6 -49.1 25 44.6 -48.4 44.6 -59.7 43.2 -47.0 43.2 - 57.2 44.6 -48.4 44.6 -59.7 42.2 -46.1 42.2 -55.5 41.8 -45.7 41.8 -54.6 41.3 -45.2 41.3 - 53.8 40.8 -44.7 40.8 - 52.9 40.3 -44.3 40.3 -52.1 39.9 -43.8 39.9 -51.2 39.4 -43.4 39.4 -50.4 38.9 -42.9 38.9 49.5 26 45.0 -48.8 45.0 -60.2 43.5 -47.4 43.5 -57.6 45.0 -48.8 45.0 - 60.2 42.6 -46.5 42.6 -55.9 42.1 -46.0 42.1 -55.1 41.6 -45.6 41.6 -54.2 41.2 45.1 41.2 -53.4 40.7 -44.7 40.7 - 52.5 40.2 -44.2 40.2 -51.6 39.7 -43.7 39.7 -50.8 39.3 -43.3 39.3 -49.9 27 45.3 -49.2 45.3 -60.7 43.9 -47.8 43.9 -58.1 45.3 -49.2 45.3 - 60.7 42.9 -46.9 42.9 -56.4 42.4 -46.4 42.4 -55.5 42.0 -45.9 42.0 -54.6 41.5 -45.5 41.5 -53.8 41.0 -45.0 41.0 - 52.9 40.5 -44.6 40.5 - 52.0 40.0 -44.1 40.0 -51.2 39.6 -43.6 39.6 -50.3 28 45.7 -49.5 45.7 -61.2 44.2 -48.2 44.2 -58.5 45.7 -49.5 45.7 -61.2 43.3 -47.2 43.3 - 56.8 42.8 -46.8 42.8 - 55.9 42.3 -46.3 42.3 -55.1 41.8 -45.8 41.8 -54.2 41.3 -45.4 41.3 - 53.3 40.8 -44.9 40.8 - 52.4 40.4 -44.4 40.4 - 51.6 39.9 -44.0 39.9 -50.7 46.0 46.0 44.6 44.6 46.0 46.0 43.6 47.6 43.6 -572 43.1 47.1 -!'..3 42.6 46.. 42.6 -55.5 42.1 -46.2 42.1 -54.6 41.6 45.7 41.6 -53'7 41.1 e- -2- 41.1 40.7 44.8 40.7 - 52.0 40.2 44.3 40.2 -51.1 - .1. - - -- a 30'- pu>> 46.3 50,3____.----62.-L----__48-9 44.9 449 -59.,4 46.3 -50.3 46.3 -62.1 43.9 47.9 43.9 -57.6 43.4 47.4 ��- d9.4 -56.8 42.9 '7 47.0 42.9 -55.9 42.4 -46.5 42.4 - 55.0 41.9 46.0 41.9 -54.1' 41.4 'j6 P2 Al 4 1 -53.2 4(%, 40.9 40.5 44.6 40.5 5I.4 1vi'l ,mi Shores Village 1 - a -45.:1 -52.3 J P `v ED BY DATE O I!NG DEPT " i DC DEPT Q �� c; 1.1 4, ECT l O CC.MPI.IAPICE W11-I AI_L FEDERAL , l' AND (Y IjN i'f riL,LES AND REGULATIONS R FHA - DIAGRAM SHEET MEASURING TECH MEASURE DATE CUSTOMER'S NAME FHA LEAD NUMBER TYPE OF PROPERTY Kai 1'1 U;. ROOF HEIGHT \-ko oc,e FLOOR NUMBER TOTAL*OF FLOORS 541/2 x 371/4 (60/-65) 11-1114.10 FHA - DIAGRAM SHEET 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 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 "DH -2760 and DH- 2860,Vinyl" White PVC Double Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 08- 00884, titled "Series DH 2760 PVC Double Hung Window Impact and DH 2860 PVC Double Hung Window Impact ", sheets 1 through 7 of 7, dated 10/27/09 with revision "D" dated 10/12/11, 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 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 # 09- 1103.07 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 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.minmidade.gov /pera/ MIAM ' • ' E COUNTY APPROVED NOA No. 11-1013.20 Expiration Date: September 22, 2015 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/12. 2. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 3. Notice of Acceptance No. 10-1208.02 issued to L.B. Plastics, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 12/30/10, expiring on 12/30/15. F. STATEMENTS 1. Statement letter of conformance to the FBC -2007 and FBC -2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. NCTL 210-3637-1 issued by National Certified Testing Laboratories, Inc., dated 12/04/07, signed and sealed by Gerard J. Ferrara, P. E. 4. Laboratory compliance letter for Test Reports No. NCTL 210-3641-4, issued by National Certified Testing Laboratories, Inc., dated 05/28/08, signed and sealed by Gerard J. Ferrara, P. E. G. OTHER 1. Notice of Acceptance No. 09- 1103.07, issued to PGT Industries for their Series "DH- 2760/2860" White PVC Double Hung Windows - L.M.I., approved on 09/22/10 and expiring on 09/22/15. E -2 Manuel r rez, Product Control Exa NOA No. 11-1013.20 Expiration Date: September 22, 2015 Approval Date: December 08, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 08-00884, titled "Series DH 2760 PVC Double Hung Window Impact and DH 2860 PVC Double Hung Window Impact ", sheets 1 through 7 of 7, dated 10/27/09 with revision "D ", dated 10/12/11, 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 series DH -2760 and series DH -2860 white PVC double hung windows, prepared by National Certified Testing Laboratories, Inc., Test Reports No. NCTL 210-3637-1, dated 01/31/08, and addendum letter dated 04/06/10, all signed and sealed by Gerard J. Ferrara, P. E. (Submitted under previous NOA #09- 1103.07) 2. 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 series DH -2760 and series DH -2860 white PVC double hung windows, prepared by National Certified Testing Laboratories, Inc., Test Reports No. NCTL 210 - 3641 -1, dated 02/13/09, and addendum letter dated 04/06/10, all signed and sealed by Gerard J. Ferrara, P. E. (Submitted under previous NOA #091103.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, dated 10/28/09 and updated on 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300 -04 E -1 Manue Pere Product Control Ex : in r NOA No. 11-1013.20 Expiration Date: September 22, 2015 Approval Date: December 08, 2011 6" AIMAX. 6° MAX 1 11" MAX. O.C. Q -- 53 1/4" MAX. FRAME WIDTH - --- 44 1/2" MAX. D.L.O. 13 5/8" MAX. O.C. II -- 6" MAX. TYP. BALANCE POCKET STIFFENER (2) TYPICAL EACH JAMB X 45 3/4 MAX. D.L.O. 6" 6" SPRING LOADED LOCK (INSIDE) 3 ", MAX. -F-- 11" MAX., 6" MAX. X 78" MAX. FRAME HEIGHT WEEP SLOT .14" x 1.5" TYPICAL — 2.7/6" 2 7/8" -- 45 1/2° MAX. D.L.O. 0112860 PVC ORIEL DOUBLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING + 65.0 PSF - 80.0 PSF LARGE AND SMALL MISSILE IMPACT DH28B0 WITH GLAZING TYPE B AND E SASH REINFORCEMENT TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATION, ANCHORING AND NOTES 2 ELEVATION AND ANCHORING 3 BILL OF MATERIALS AND CROSS SECTIONS 4 - 6 INSTALLATION DETAILS 7 COMPONENTS AND GLAZING DETAILS PRODUCT RBVISED as complybB with the Modda Beading Code Ac cptancoNo Ex ImtIon Data 0 By NOTES: REVISIONS REV DESCRIPTION DATE APPROVED C ADDED HARDWARE TO SHEET 3 8/17/10 R.L D FBC 2010 CODE CHANGE 10/12/11 J.J. 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 7 FOR APPROVED GLASS TYPES. 4) APPROVED IMPACT PROTECTIVE SYSTEM JS NOT REQUIRED FOR THIS PRODUCT IN WIND -BORNE DEBRIS REGIONS. 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 ". 6) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 7) FOR INSTALLATION INTO CONCRETE/MASONR SUFFICIENT LENGTH TO ACHIEVE A 1 1/4° MIN SUBSTRATE WITH 2 5/8° MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) ALL FASTENERS TO BE CORROSION RESISTANT. 10) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING - 16GA (.060) MINIMUM THICKNESS 11) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 12) FRAME MATERIAL EXTRUDED RIGID WHITE PVC .075° THICK. VERTICAL. JAMBS UTILIZE ALUMINUM 6063 -T5 REINFORCEMENT BARS /POCKET STIFFENERS. SASH MATERIAL EXTRUDED RIGID WHITE PVC .10" THICK WITH REINFORCEMENT BARS. 13) DH2760 UNITS ARE GLAZED WITH BUTACITE PVB INTERLAYER, GLAZING TYPES A, C AND D. DH2860 UNITS ARE GLAZED WITH SENTRY GIASPLUS INTERLAYER, GLAZING TYPES B AND E. ALL OTHER COMPONENTS IN DH2760 AND DH2860 ARE SAME. `t 1 t t t tV t I 1 /i�/ CI "Of oCEN,y • <<E`� i * No. 58705 • -O:4- • i%. 'L ... L t- *■‘. A. nw IMOBtV, P.E. FL P.E. #58705 PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW IMPACT DH2860 PVC DOUBLE HUNG WINDOW IMPACT ELEVATION, ANCHORING AND NOTES DRAWN! TJH I DWO NO. 08 -00884 SCALE NTS I DATE 10/27/09 1 SHEET 1 OF 7 IREV D 6" MAX. 6" MAX. -- 53 1/4" MAX. FRAME WIDTH -- I M. -] -- 6" MAX. 1 1 1 1 1 1 MAX. 0.C. 78" MAX. rt FRAME _ HEIGHT 11" MAX. O.C. 6" MAX. WEEP SLOT .14" x 1.5" TYPICAL r• BALANCE POCKET STIFFENER (2) TYPICAL EACH JAMB SPRING LOADED LOCK (INSIDE) X 6-1 3" MAX. 3" MAX. 34" MAX. D.L.O. SASH REINFORCEMENT — 2 7/8" 2 7/8" — 45 1/2" MAX. D.L.O. DH2760 AND DH2860 PVC EQ DOUBLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RA17NQ IMPACT' RATING + 65.0 PSF - 80.0 PSF LARGE AND SMALL MISSILE IMPACT DH2780 WITH GLAZING TYPE A, C & D DH2880 WITH GLAZING TYPE B REVISIONS REV DESCRIPTION DATE APPROVED ADDED HARDWARE TO SHEET 3 8/17/10 R.L. 0 FSC 2010 CODE CHANGE 10/12/11 J.J. PRODUCT REVISED as ciomptytag with Do Plodda Manisa code Acceptance No ExpiaMtsa Date By P i PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 DH2760 PVC DOUBLE HUNG WINDOW IMPACT DH2860 PVC DOUBLE HUNG WINDOW IMPACT ELEVATION AND ANCHORING DRAWN: TJH DWG NO. 08 -00884 REV D SCALE NTS I DATE 10/27/09 I BEET 2 OF 7 0„,‘,111111,,, LY`NN iii ,{CENSCcMJ / <<Q * ' No. 58705 0 sun 'fflflitttttt\ A. Lynn Wier, P.E. FL P.E. #58705 PARTS UST O ® REVISIONS NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REV DESCRIPTION DATE APPROVED 1 8301 FRAME HEAD & JAMB L8 PLASTICS INC. RIGID WHITE PVC C ADDED HARDWARE TO SHEET 3 8/17/10 R.L 2 8302 FRAME SILL Ili PLASTICS INC. RIGID WHITE PVC ® c/ D FBC 2010 CODE CHANGE 10/12/11 J.J. 3 8305 SASH HORIZONTAL LB PLASTICS INC. RIGID WHITE PVC eD 4 8307 OUTER SASH INTERLOCK LB PLASTICS INC. RIGID WHITE PVC � Q Oat 0 m 0 ©>W;r 26 Om 0 0 m® i_ 5 6306 SASH VERTICAL LB PLASTICS INC. RIGID WHITE PVC ® I /! I,�� 1 °i 6 8320 SASH 5/16° LIFT BEAD LB PLASTICS INC. RIGID WHITE PVC �,r 7 8321 SASH 5/16° PLAIN BEAD LB PLASTICS INC. RIGID WHITE PVC jC 0 ) ;; ' +'_� INTERIOR f= `I + � � �� 8 718610W BULB SEAL FRAME SILL ULTRA FAB 65A TPE 1 5I r �. Y �� _ `C—� 9 10 8308 8323 INNER SASH INTERLOCK SASH 7/8° PLAIN BEAD LB PLASTICS INC. LB PLASTICS INC. RIGID WHITE PVC RIGID WHITE PVC ) '~ � _r■ �f T — L_ 11 8324 SASH 7/80 LIFT BEAD L8 PLASTICS INC. RIGID WHITE PVC I M ■� 9 2 2NB -8K -038 RIGID FILLER 1.279° 85 DUROMETER FRANK LOWS NEOPRENE ® ■ ■ } ' -� ,i I �, 7.____, ,■�'� ; 13 '8341 HEAD ADAPTER LB PLASOCS INC. RIGID WHITE PVC , q!llA +� ��_ �� F.1 ' il�'I 14 8342 SILL ADAPTER LB PLASTICS INC. RIGID WHITE PVC ® '\♦� L� `1`'J i`. L '-'-1-1,71_1( I -��:—� —' t 15 8340 OUTER BALANCE COVER L8 PLASTICS INC. !!1 EXTERIOR � �'� ! ii 16 8340 INNER BALANCE COVER LB PLASTICS INC © r- ' MASONRY FLANGE 17 ST1007B SASH REINFORCEMENT HYGRADE A6553 CALV. STEEL. i ©m _ 18 2NB -8K -018 RIGID FILLER .797° 85 DUROME1T7t FRANK LOWE NEOPRENE � ®� 23 HORIZONTAL CROSS SECTION �rl I't —'I/ 19 023251NW IPPING FIN SEAL WEATHERSTRIPPING ULTRA FAB POLYPROPYLENE I 20 023321NW WEATHERSRRIPPING FIN SEAL ULTRA FAB POLYPROPYLENE O� 21 V851F34F -3 SCREEN FRAME EASTERN METALS ALUMINUM 8063 -T6 O EXTERIOR CONSTRUCTION NOTES: 22 VB591F85 -3 SCREEN CROSS BAR EASTERN METALS ALUMINUM 6063 -T6 1) FRAME HEAD, JAMBS AND SILL ARE EXTRUDED RIGID WHITE PVC 1144 23 18 /18FGCCL SCREEN FIBERGLASS CLOTH PI-LIFER WIRE' FIBERGLASS ,l I .� ` UNEALS. EACH VERTICAL UTILIZES (2) 6° LONG BALANCE POCKET STIFFENER, (4) PER WINDOW. ALL CORNERS ARE MITERED AND WEL.DE ai BOTH ACTIVE SASHES VERTICAL AND HORIZONTAL MEMBERS ARE INTERIOR 2) EXTRUDED RIGID WHITE PVC UNEALS AND UTILIZE A 16GA. HOT DIPPE 24 FP- 50.1608 SCREEN SPUME PROTOTYPE PLASTICS, 65A TPE 25 SIKAFLEX 552 GLAZING COMPOUND SIKA POLYURETHANE © ( � ��,' 26 IMPACT GLAZING SEE SHEET 7 GALVANIZED STEEL REINFORCING BAR MEASURING 1.04" x .80" x .064 THICK. ALL PVC CORNERS ARE MITERED AND WELDED. ITEM #34, FIN ADAPTER, IS A NON - STRUCTURAL ADD -ON PART. WHEN IT IS NOT USED ITEM RIGID FILLER ", MUST 27 01- 3014 -02 SASH KEEPER INTERLOCK USA ZINC 28 55 5500- 000 -G2 SASH LOCK NTERLOCK USA ZINC 29 ULTRA LIFT BALANCER CALDWELL STEEL #18, .797 BE INSTALLED I 3) FRAME POCKET. MASONRY FLANGE IS EXTRUDED INTO FRAME. WHEN 30 NCRWDH -042 TILT LATCH IPS ZINC MASONRY FLANGE UNIT IS NOT INSTALLED INTO A MASONRY APPUCATION FLANGE MAY BI SCORED AND REMOVED BEFORE INSTALLATION. SEE INSTALLATION DETAILS SHEETS 3 -4. 31 WA2L WEEP COVER PREFERRED ENG. NYLON 32 FPSSO3F PIVOT BAR CALDWELL STAINLESS STEEL VERTICAL CROSS SECTION ANN 1111 1,..5 33 8343 FIN ADAPTER LB PLASTICS INC. RIGID WHITE PVC �� V PRODUCT RENEW cc complying Om111adda Balms code .. r , ^te a %,e." ' -, lit By t / /_: _ .=.— Miam ,ada' „,,• '' PGT INDUSTRIES N R 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 . � ••' `; ,moo ?: y�o�NSE .>< 4 �: yS1o5 • No• 34 SNB IN INTERLOCK CUP wino STAINLESS STEEL 35 SNB OUT INTERLOCK CUP WIRCO STAINLESS STEEL 36 618508M BALANCE POCKET STIFFENER POT ALUMINUM 6063 —T5 DH2760 PVC DOUBLE HUNG WINDOW IMPACT DH2860 PVC DOUBLE HUNG WINDOW IMPACT BILL OF MATERIALS AND CROSS SECTIONS = * ' p 4f ' ; .\''s d 0 ' %A'•. SIP ‘pP,. C9, ' r FLOR. \-1 ��''��FSSIOPIP�```c ITEMS 34 AND 35 ARE USED ONLY IN ORIEL UNITS. WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE, EXTRUDER NAME, CITY, STATE AND MDCA. DRAWN, TJH OM NO. I 08 -00864 REV D ∎' �4 /omili° Sri DATE SNB NTS 10/27/09 3 OF 7 A. Lynn M91er. P.E. FL P.E. #58705 2 5/8" MIN. EDGE DISTANCE 4 4 1 1/4° MIN. EMB. CONCRETE/ MASONRY BY OTHERS APPROVED SEALANT BY OTHERS 4 G, • EM =11E 1X BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED EXTERIOR IX BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED INTERIOR HEAD & JAMB CONCRETE/MASONRYFLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR 1/4" MAX. _j SHIM SPACE RIGID FILLER 3/16" ITW TAPCON INTERIOR APPROVED SEALANT BY OTHERS 2X BUCK /WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 3/18" ITW TAPCON RIGID FILLER 1/4" MAX. `SHIM SPACE 4 2 5/8° MIN. EDGE DISTANCE APPROVED SEALANT BY OTHERS EXTERIOR df7r 1 3/8" MIN. EMB. 1/4" MAX. 1 SHIM SPACE INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR REVISIONS REV DESCRIPTION DATE APPROVED C ADDED HARDWARE TO SHEET 3 8/17/10 R.L D FBC 2010 CODE CHANGE 10/12/11 J.J. METAL STUD 160A MIN BY OTHERS APPROVED SEALANT RIGID FILLER BY OTHERS #10 WOOD SCREW EXTERIOR INTERIOR APPROVED SEALANT BY OTHERS 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION 4 CONCRETE/ MASONRY BY OTHERS SILL CONCRETE/MASONRYFLANGE INSTALLATION SILL 110 WOOD CREW RIGID FILLER 1/4" MAX. i- SHIM SPACE 1 3/8° MIN. EMB. 3 THREAD MIN. _ BEYOND SUBSTRATE EXTERIOR INTERIOR 1/4" MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW HEAD & JAMB METAL FRAMING FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR #10 TEK SCREW RIGID FILLER 1/4" MAX. SHIM SPACE APPROVED SEALANT BY OTHERS METAL FRAMING 16GA MIN BY OTHERS PRODUCT REVISED as coumplyitig with the Flmtda Building Code Acceptance No Expiration Date By Mi 5 SILL METAL FRAMING FLANGE INSTALLATION 1111! 3— THREAD MIN. BEYOND SUBSTRATE PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW DH2860 PVC DOUBLE HUNG WINDOW FLANGE INSTALLATION DETAILS DRAWN: TJH I DWO NO. 08 -00884 IMPACT IMPACT SCALE NTS I DAM 10/27/09 I SHEET 4 OF 7 I REV D hZO..``CENSE AK ND 58105 6 a I. ift SIP 1..•& •' FL91. A. of hhI Mllll�, P.E. FL P.E. #58705 .I. 2 5/8" MIN. EDGE DISTANCE 4 1 1/4" MIN. EMB. CONCRETE/ MASONRY BY OTHERS APPROVED SEALANT BY OTHERS 1/4" MAX. 1 SHIM SPACE 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED RIGID FILLER 2X BUCK /WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED APPROVED SEALANT BY OTHERS 3/16° ITW TAPCON EXTERIOR INTERIOR HEAD & JAMB CONCRETE/MASONRY BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED EXTERIOR INTERIOR EXTERIOR INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR 1 3/8° MIN. EMS. 1/4° MAX. SHIM SPACE RIGID FILLER #10 WOOD SCREW APPROVED SEALANT 3/16° FIW TAPCON BY OTHERS RIGID FILLER 1/4" MAX. SHIM SPACE 2X BUCK /WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED EXTERIOR APPROVED SEALANT BY OTHERS 1 1 1/4" MIN. EMB. v 4 2 5/8" MIN. EDGE DISTANCE SILL CONCRETE/MASONRYBOX FRAME INSTALLATION 4 CONCRETE/ MASONRY BY OTHERS #10 WOOD SCREW RIGID FILLER 1/4" MAX. r SHIM SPACE SILL WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION I aPRODUCT REVISED as complying %Alb Rio Florida Building Code Acceptance No Expiration Data REVISIONS REV DESCRIPTION DATE APPROVED C ADDED HARDWARE TO SHEET 3 8/17/10 R.L D FBC 2010 CODE CHANCE 10/12/11 J.J. METAL STUD 16GA MIN BY OTHERS APPROVED SEALANT BY OTHERS EXTERIOR c T r� II�I�� INTERIOR 3- THREAD MIN. BEYOND SUBSTRATE 1/4° MAX. SHIM SPACE RIGID FILLER #10 TEK SCREW HEAD & JAMB METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWN. JAMBS SIMILAR • EXTERIOR INTERIOR #10 TEK SCREW RIGID FILLER 1/4" MAX. SHIM SPACE $ } APPROVED SEALANT 1 3/8" BY OTHERS MIN. EMB. METAL FRAMING 16GA MIN BY OTHERS k6 SILL METAL FRAMING BOX FRAME PGT INDUSTRIES 1070 TECHNOLGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW IMPACT DH2860 PVC DOUBLE HUNG WINDOW IMPACT BOX FRAME INSTALLATION DETAILS DRAWN: TJH I DWG NO. 08 -00884 SCALE NTS Pin 10/27/09 I t 5 OF 7 I 3- THREAD MIN. BEYOND SUBSTRATE INSTALLAT 1QN1 t 1 1111 111I// *.Qd. MU,c I,Si �Zo�.y`�gNSE R No 68105 W: I. OFI 10% FLOR�O? •• .C9; �` . REV FSSIONP\ D W i g ' it ' ;4. FL P.E. pima 2 5/8" MIN. _ EDGE DISTANACE d .. _a • CONCRETE/ MASONRY BY OTHERS FIN TO BE SET IN BED OF APPROVED SEALANT EXTERIOR FIN TO BE SET IN BED OF APPROVED SEALANT 1 1/4" MIN. EMB. c�a 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 1 1/4"" MIN. EMB. 1/4" MAX. S SHIM SPACE 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED SHEATING BY OTHERS FIN TO BE SET IN BED OF APPROVED SEALANT II . ± , p .�. 1/4" MAX. , �� SHIM SPACE =', RIGID FILLER G� 1 3/8" MIN. EMB. RIGID FILLER 3/16" TIW TAPCON EXTERIOR INTERIOR HEAD & JAMB CONCRETE/MASONRY FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR 3/16" ITW TAPCON RIGID FILLER 1X BUCK BY OTHERS, 1X FIN TO BE BUCK TO BE SET IN BED PROPERLY OF APPROVED SECURED SEALANT 1/4" 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED #10 WOOD SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR 2.X BUCK FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR #10 WOOD CREW RIGID FILLER j2 5/8" MIN. EDGE DISTANCE 4 SILL CONCRETF/MASONRYFIN INSTALLATION CONCRETE/ MASONRY BY OTHERS SHEATING BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED c ADDED HARDWARE TO SHEET 3 9/17/10 R.L D FBC 2010 CODE CHANGE 10/12/11 J.J. METAL STUD 16GA MIN BY OTHERS FIN TO BE SET IN BED. OF APPROVED SEALANT 3- THREAD MIN. - BEYOND SUBSTRATE EXTERIOR 1/4° MAX. r SHIM SPACE 1 3/8" MIN. EMB. SILL WOOD FRAMING OR 2X BUCK FIN INSTALLATION INTERIOR 1/4° MAX. _ SHIM SPACE RIGID FILLER #10 TEK SCREW HEAD & JAMB METAL FRAMING FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR INTERIOR #10 TEK SCREW RIGID FILLER 1/4" MAX. SHIM SPACE FIN. TO BE SET IN BED OF APPROVED SEALANT METAL FRAMING 16GA MIN BY OTHERS PRODUCT REVISED 8u0 Coda Igo Nadia Acaeptmca No n Data "oPo 15 3- THREAD MIN. SILL BEYOND METAL FRAMING FW INSTALLATION�� o� cTASE . . 1 . �. gN3E •.•• *�i% DRIVE 34275 = * ND 58TD9 WINDOW IMPACT WINDOW IMPACT Q' t• II II: DETAILS %bp\. StAtEOP ;' _• 08 -00884 � 4%2.1. S101VP: �`�� 1 ' 6 OF 7 A. P.E. #587 5�' PGT INDUSTRIES 1070 TECHNOLOGY NOKOMIS, FL DH2760 PVC DOUBLE HUNG DH2860 PVC DOUBLE HUNG FIN INSTALLATION TJ H IDWO NO. SCALE NTS DATE 10/27/09 I I=~ D EXTERIOR -7/16" 3/16° HS .090" BUTACITE PVB BY DUPONT -- 3/16" HS INTERIOR 5/8 GLASS E SIKAFLEX 552 GLASS TYPEA 1/8" HS 1/8" HS EXTERIOR 5/8 7/8" .090° BUTACITE PVB BY DUPONT 1/8" TEMP INTERIOR SIKAFLEX 552 GLASS TYPE C 5/16° 1/8" HS 090" Y GLASPLUS 41_71! BY DUPONT EXTERIOR 1 /8SENTR° HS INTERIOR Ni 5/8 GLASS SIKAFLEX 552 GLASS TYPE E 1/8" HS - 1/8" HS- EXTERIOR 5/8 GLASS SIKAFLEX 552 EXTERIOR 5/8 7/8" .090° SENTRY GLASPLUS BY DUPONT -1/8" TEMP INTERIOR Jl;1� GLASS TYPE B -- 5/16" 1/8" HS .090" BUTACITE PVB BY DUPONT 7.-1/8" HS INTERIOR SIKAFLEX 552 GLASS TYPE D 4.455" Fag d 3.06" rI 1 1.83" .224" 1.276" REVISIONS REV DESCRIPTION DATE 2.2" C ADDED HARDWARE TO SHEET 3 8/17/10 D FOC 2010 CODE CHANGE 10/12/11 APPROVED R.L. J.J. 1.476" 1.476° L 83" 0 OUTER SASH INTERLOCK 1 p INNER SASH INTERLOCK RIGID WHITE PVC .075" THICK RIGID WHITE PVC .075" THICK -i 1.476" OSASH HORIZONTAL 0 SASH VERTICAL RIGID WHITE PVC .10" THICK RIGID WHITE PVC .10° THICK .265" -I r-1.921" -I .985" c, -AN 7/8" PLAIN BEAD V50131D WHITE PVC .06° THICK .5" ___L HEAD ADAPTER RIGID WHITE PVC .08° THICK 1.56" L 5 0 7-- u 5° I -1.921" .285" 1.51" OO FRAME HEAD & JAMB 14 SILL ADAPTER RIGID WHITE PVC .075° THICK R/G/D WHITE PVC .00° THICK 1.052" .265" 13 .985" .L.T O11 7/8" LIFT BEAD (8324) RIGID WHITE PVC .06" THICK j1.04 "r I .8" 17 SASH REINFORCEMENT 16GA 0641 GALVANIZED STEEL A653 828" .3 ", j .985° .583° (7) 5/16" PLAIN BEAD `RIGID WHITE PVC .08" THICK .525"-j I- r-.225" BALANCE POCKET 36 KET STIFFENER ALUMINUM 6063- T5.075" THICK 4.455" 2.56" VI--J • 1.56" i � •5" 1 .9" 1.378" 33 FIN ADAPTER RIGID WHITE PVC .082° THICK .198 ® 5/16" LIFT BEAD RIGID WHITE PVC .06° THICK FRAME SILL RIGID WHITE PVC .075" THICK PRODUCT REVISED as cmnplyh with the Florida Eidlding Code Accep* n eNo I Ion Date IS PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2780 PVC DOUBLE HUNG WINDOW IMPACT DH2660 PVC DOUBLE HUNG WINDOW IMPACT COMPONENTS AND GLAZING DETAILS DRAWN: TJH SCALE NTS Iwo NO. 08 -00884 DA1E 10/27/09 lm5LT7 OF 7 i- t .797" (.1i) R!GII D FILLER 85 DUROMETER NEOPRENE .15' THICK --I 1.279" r- 12 RIGID FILLER 85 DUROMETER NEOP 1p7171 EI.H1CK ,J M 0111 ,e t,, is r No.58705 % 3 ;1 6TWATEOFLI �•_�� • , SIONINV A. Wm MIRb1; 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, 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 "2LT HR- 2710M" White PVC Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 08- 00882, titled "2LT HR2710M PVC Horizontal Roller Window — LMI — 741/4" x 531/4 ", sheets 1 through 6 of 6, prepared by PGT Industries, dated 10/27/09, with revision "C ", dated 10/17/11, 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. 09- 1210.08 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, 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.aov /sera/ MIAMI DAD C • UNTY APPROVED NOA No. 11- 1114.10 Expiration Date: December 23, 2015 Approval Date: February 09, 2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1210.08) 2. Drawing No. 08- 00882, titled "2LT HR2710M PVC Horizontal Roller Window --- LMI — 741/4" x 53'/4 ", sheets 1 through 6 of 6, prepared by PGT Industries, dated 10/27/09, with revision "C ", dated 10/17/11, 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 2LT HR -2710 PVC horizontal roller window, XX configuration, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210-3635-1, dated 04/14/09, re— issued on 09/17/09 and revised on 05/05/10, signed and sealed by Gerard J. Ferrara, P. E. (Submitted under NOA No. 09-1210.08) C. CALCULATIONS: 1. Anchor verification calculations, and structural analysis, complying with FBC-2007, prepared by manufacturer, dated 10/27/09, signed and sealed by Luis R. Lomas, P. E. (Submitted under NOA No. 09- 1210.07) 2. Glazing complies with ASTM E1300-04. 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. 10-1208.02, issued to L.B. Plastics, Inc. for their "White Rigid PVC Exterior Extrusions" dated 12/30/10, expiring on 12/30/15. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC -2010, dated 10/29/11, signe�;,;�,• . eale • ►y Anthony Lynn Miller, P. E. �� Jaime D. Gas on, P. E. Product Control Section Supervisor NOA No. 11-1114.10 Expiration Date: December 23, 2015 Approval Date: February 09, 2012 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 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 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of conformance and no financial interest, dated 10/27/09, signed by Luis R. Lomas, P. E. (Submitted under NOA No. 09-1210.08) 5. Laboratory compliance letter for Test Report No. NCTL -210- 3635 -1, issued by National Certified Testing Laboratories, Inc., dated 04/14/09, re— issued on 09/17/09 and revised on 05/05/10, signed and sealed by Gerard J. Ferrara, P. E. (Submitted under NOA No. 09-1210.08) G. OTHERS 1. Notice of Acceptance No. 09-1210.08, issued to PGT Industries, Inc. for their Series "2LT HR -2710M White PVC Horizontal Roller Window — L.M.I. ", approved on 12/23/10 and expiring on 12/23/2015. E -2 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.10 Expiration Date: December 23, 2015 Approval Date: February 09, 2012 6" 12 3/4" MAX. O.C, 6" 2 7 WEE MAX. 74 1/4" MAX. UNIT WIDTH + 60.0 PSF - 65.0 PSF LARGE AND SMALL MISSILE IMPACT 12° { MAX. SEE 4 ANCHOR CLUSTER DETAIL SHEET 1 TYP. HEAD & SILL A 6" MAX I MAX. Ii■ X J. 55" MAX. D.L.O. HEIGHT 59 9/16" MAX. PANEL HEIGHT [ 63 r MA>I UNf HEIGI 8" TO — LOCK 4411• X I 2 _ LOCK MAX, -� — •, 78° TO I cl t T I I 31 3/4" MAX ... •...,- ...- ) I � EL WIDTH ,..........w I --•- �— WEEP SLOT 1.5 x .140" HORIZONTAL ROLLER WINDOW EXTERIOR VIEW WITH 1 I/2" SILL RISER ITEMd34 DESIGN PRESSURE RATING IMPACT RATING + 60.0 PSF - 65.0 PSF LARGE AND SMALL MISSILE IMPACT 4" MAX 4° 4" MAX. STALLATION ANCHORS SEE NOTES 6, 7 AND 8 SHEET 1 4 ANCHOR CLUSTER DETAIL TYPICAL HEAD AND SILL NOTES: 1) EVASIONS REV DESCRIPTION DATE APPROVED B REVISED WOOD SCREW EDGE DIST. 09/23/10 R.L C NO CHANGE THIS SHEET 10/27/11 J.J. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.• FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 6 FOR APPROVED GLASS TYPES. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND —BORNE DEBRIS REGIONS. 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 ". 6) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 13/16" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 7) FOR INSTALLATION INTO CONCRETE /MASONRY U SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIM SUBSTRATE AND 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR ANCHORING INTO METAL FRAMING USE #8 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) ALL FASTENERS TO BE CORROSION RESISTANT. 10) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A, WOOD — MINIMUM SPECIFIC GRAVITY OF 0 =0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING — 16GA (.060) MINIMUM THICKNESS 11) ALLOWABLE STRESS INCREASE OF 1 /3 WAS NOT USED IN THE DESIGN OF TH PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 12) FRAME MATERIAL: EXTRUDED RIGID PVC .075" THICK. SASH MATERIAL: EXTRUDED RIGID PVC .070" THICK. 4" MAX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATION, ANCHORING AND NOTES 2 BILL OF MATERIALS AND CROSS SECTIONS 3 — 5 INSTALLATION DETAILS 6 COMPONENTS AND GLAZING DETAILS PRODUCTRUV19BD ae complyingwttk Ike FMorlde BmTdhal 1l ,-4P_ ,Y .. PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 �",2LT HR2710M PVC HORIZONTAL ROLLER WINDOW LMI vV 1p 1/4" ELEVATION,ANCHORING AND NOTES DRAWN: TJH I DWG NO. 08 -00882 S ME NTS I DAZE 10/27/09 I smT 1 OF 8 IREv C `tttltlitttri,, `• N I.t' Y 4YAtA, 11< tt N1 .. hi No. 58705 * " NALIENG��. P.Ei1 58705 PARTS UST NO. 1 2 3 PART NUMBER DESCRIPTION 8301 8303 8343 FRAME HEAD FRAME SILL AND JAMB FIN ADAPTER MANUFACTURER LB PLASTICS INC. LB PLASTICS INC. LB PLASTICS INC. MATERIAL RIGID PVC RIGID PVC RIGID PVC 4 VB51F34F -4 HEADER POCKET INSERT EASTERN METALS ALUMINUM 6063 —T6 5 8306 SASH HORIZONTAL PLAIN LB PLASTICS INC. RIGID PVC 6 8305 SASH VERTICAL PLAIN LB PLASTICS INC. RIGID PVC 7 8308 SASH INTERNAL INTERLOCK LB PLASTICS INC. RIGID PVC 8 VB51F34F -5 SASH POCKET INSERT EASTERN METALS ALUMINUM 8063 —T6 8307 SASH EXTERNAL INTERLOCK LB PLASTICS INC. RIGID PVC 10 8321 SASH 5/16° PLAIN BEAD LB PLASTICS INC. RIGID PVC 11 8320 SASH 5/16° LIFT BEAD LB PLASTICS INC. RIGID PVC 12 8325 SASH 7/8° PLAN BEAD LB PLASTICS INC. RIGID PVC 13 8324 SASH 7/8° LIFT BEAD LB PLASTICS INC. RIGID PVC 14 ST1007B 18GA SASH REINFORCEMENT HYGRADE GALVANIZED STEEL 15 ST10078 14GA SASH REINFORCEMENT HYGRADE GALVANIZED STEEL 16 2NB -8K -018 RIGID FILLER .797° FRANK LOWE NEOPRENE 17 FL 1221 ROLLER TRACK EASTERN METALS ALUMINUM 6063 —T6 18 18 /16GCCL SCREEN CLOTH PHIFER WIRE FIBERGLASS 19 WA2L WEEP COVER PREFERRED ENG. NYLON 20 023251 NW WEATHERSTRIPPING FIN SEAL ULTRA FAB POLYPROPYLENE 21 G23321NW WEATHERSRRIPPING FIN SEAL ULTRA FAB POLYPROPYLENE 22 VB51F34F -3 SCREEN FRAME EASTERN METALS ALUMINUM 6083 —TB 23 VB591F85 -3 SCREEN CROSS BAR EASTERN METALS ALUMINUM 6063 —T8 24 SIKAFI.EX 552 GLAZING COMPOUND SIKA POLYURETHANE 25 FP -50 -1608 SCREEN SPLNE PROTOTYPE PLASTID 65A TPE 26 SKOI- 3014 —G2 SASH KEEPER INTERLOCK USA ZINC 27 IMPACT GLAZING SEE SHEET 8 28 5500 - 000-62 SASH LOCK INTERLOCK USA ZINC 29 NCRWDH -042 TILT LATCH IPS ZINC 30 P042368 -1 -125 ROLLER IPS STAINLESS STEEL 31 SNB IN INTERLOCK CLIP WIRCO STAINLESS STEEL 32 SNB OUT INTERLOCK CUP WIRCO 33 WEEP COVER STAINLESS STEEL RIGID PVC 34 6349 1 1/2° SILL RISER LB. PLASTICS RIGID PVC ITEMS #31 AND #32 ARE USED BUT NOT SHOWN. WHITE PVC EXTRUSIONS TO BE LABELED WITH MMA EXTRUDER CODE, EXTRUDER NAME, CITY, STATE AND MDCA. 0 0 © C) +imr higttra-W'4' II O REVISIONS REV DESCRIPTION DATE B REVISED WOOD SCREW EDGE DIST. 09/23/10 C NO CHANGE THIS SHEET 10/27/11 APPROVED R.4 J.J. ® Om mm® 0 ED Lim O INTERIOR MASONRY FLANGE MO BJ�� 0 EXTERIOR MASONRY FLANGE %AIVER17CAL CROSS SECTION 2 D w 71r ED PRODUCT REVISED complying us BuBCods 61ha Florida larlda Acceptance No • 1 i i' INTERIOR F (nog EXTERIOR C) a0 0 BB HORIZONTAL CROSS SECTION 2 C) CONSTRUCTION NOTES: 1) FRAME HEAD, JAMBS AND SILL ARE EXTRUDED RIGID PVC UNEALS. ALL CORNERS ARE MITERED AND WELDED. 2) BOTH ACTIVE SASHES VERTICAL AND HORIZONTAL MEMBERS ARE EXTRUDED RIGID PVC UNEALS AND UTIUZE A STEEL REINFORCING CHANNEL. ALL CORNERS ARE MITERED AND WELDED. 0 3) ITEM #3, FIN ADAPTER, IS A NON — STRUCTURAL ADD—ON PART. 4) MASONRY FLANGE IS EXTRUDED INTO FRAME. WHEN UNIT IS NOT INSTALLED INTO A MASONRY APPUCATION FLANGE MAY BE SCORED AND REMOVED BEFORE INSTALLATION. SEE INSTALLATION DETAILS SHEETS 3-5. 1 YNN /4,1 GENSF �Fp'� *1 4 No. 58705 ' • �9 tI tL �(��•. STATE OF •�<(/ '/SSIONAL. E� ‘�• w iyin N- 1A1,'d.� I P.E.888705 PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR271OM PVC HORIZONTAL ROLLER WINDOW LMI 74 1/4" x 63 1/4" BILL OF MATERIALS AND CROSS SECTIONS DRAWN: TJH I DWO NO 08 -00882 WALE NTS I DATE 10/27/09 I sHEEr 2 OF 6 REV C CONCRETE/ MASONRY BY OTHERS J 2 5 /8" MIN. EDGE DISTANCE 4 1 1/4" MIN. EMB. APPROVED SEALANT BY OTHERS 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 1/4" MAX. SHIM SPACE EXTERIOR RIGID FILLER APPROVED SEALANT BY OTHERS 2X BUCK BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 3/16° 11W TAPCON INTERIOR INTERIOR EXTERIOR APPROVED SEALANT BY OTHERS 1X BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED 3/16" RW TAPCON RIGID FILLER 2X BUCK BY OTHERS, 1/4" MAX. 2X BUCK TO BE SHIM SPACE PROPERLY SECURED ----�—. 13/16" MIN. EDGE DIST. 1 3/16" MIN. EMB. 1/4° MAX. J SHIM SPACE EXTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION HEAD SHOWN; JAMBS SIMILAR INTERIOR RIGID FILLER #8 WOOD SCREW INTERIOR EXTERIOR APPROVED SEALANT BY OTHERS L 1 1/4" MIN. EMB. 7 • 2 5/8" MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS #8 WOOD SCREW RIGID FILLER 1/4" MAX. r SHIM SPACE REVISIONS REV DESCRIPTION DATE B REVISED WOOD SCREW EDGE GIST. 09/23/10 APPROVED R.L NO CHANGE THIS SHEET 10/27/11 J.J. METAL STUD 16GA MIN BY OTHERS APPROVED SEALANT BY OTHERS 1 3%16° MIN. EMB. 13/18" MIN. SILL 1 EDGE DIST. WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION 3— THREAD MIN. BEYOND SUBSTRATE 1/4° MAX.] SHIM SPACE RIGID FILLER #8 TEK SCREW EXTERIOR INTERIOR HEAD & JAMB METAL FRAMING FLANGE NSTAL ATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR ,, INTERIOR #8 TEK SCREW RIGID FILLER 1/4" MAX. SHIM SPACE METAL FRAMING 16GA MIN BY OTHERS PRODUCT RIMMED as complying with the Plmida Building Cods ACCelltallge No M1mulIDadc • , ontrot BY SILL METAL FRAMING FLANGEIVSTALLAT7V.I LYNN 3— THREAD MIN. BEYOND ,14Tf,, PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR2710M PVC HORIZONTAL ROLLER WINDOW LMI 74 1/4" x 63 1/4" FLANGE INSTALLATION DETAILS DRAWN: TJH I DWG NO. 08 -00882 • eDAtE NTS PATE 10/27/09 J 9HEET3 OF 6 REV C i 2 5/8° MIN. EDGE DISTANCE 4 1 1/4" 2X BUCK BY OTHERS, 2X BUCK TO BE PROPERLY SECURED MIN. EMB. APPROVED SEALANT BY OTHERS 1X BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED EXTERIOR 1/4° MAX. J SHIM SPACE RIGID FILLER 3/16° I1W TAPCON INTERIOR HEAD & JAMB CONCRETE/MASONRYBOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR APPROVED SEALANT BY OTHERS INTERIOR 3/16" ITW TAPCON RIGID FILLER 1/4" MAX 2X BUCK BY OTHERS, `SHIM SPACE 2X BUCK TO BE PROPERLY SECURED APPROVED SEALANT BY OTHERS CONCRETE/ MASONRY BY OTHERS f--- -•-I•- 13/16" MIN. EDGE DIST. 1r lint EXTERIOR 1 3/16" MIN. EMB. 1/4° MAX. , SHIM SPACE RIGID FILLER #8 WOOD SCREW INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION HEAD SHOWN JAMBS SIMILAR EXTERIOR APPROVED SEALANT BY OTHERS INTERIOR #8 WOOD SCREW RIGID FILLER 1/4" MAX. r SHIM SPACE 1 1/4" MIN. EMB. • ' o e 2 5/8° MIN. EDGE DISTANCE SILL CONCRETE/MASONRYBOX FRAME INSTALLATION CONCRETE/ MASONRY BY OTHERS 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 1 3/16" MIN. EMB. 13/16° MIN. SILL I EDGE DIST. WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION I aPRODUCTRBVISBD s complying with OwMMOflde Banding Ca do Acceptance No i Thy D:.. /!:- i'!i'' • Miami Dade Product Control REVISIONS REV DETION DATE APPROVED B REVISED WOOD SCREW EDGE DIST. 09/23/10 R.L. C NO CHANGE THIS SHEET 10/27/11 J4. METAL STUD 16GA MIN BY OTHERS APPROVED SEALANT BY OTHERS 3— THREAD MIN. BEYOND SUBSTRATE 1/4° MAX. SHIM SPACE EXTERIOR INTERIOR HEAD & JAMB METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR APPROVED SEALANT BY OTHERS RIGID FILLER #8 TEK SCREW INTERIOR #8 TEN SCREW METAL FRAMING 18GA MIN BY OTHERS SILL RIGID FILLER 1/4" MAX. SHIM SPACE 1 3— THREAD MIN. BEYOND SUBSTRATE METAL FRAMING BOX FRAME INSTALLAT`QMe� t` I 1 r� 7////� INDUSTRIES �'t' °''�GENse'' `•.FOP DRIVE FL 34275 - * No. 56705 — b PGT IN 1070 TECHNOLOGY NOKOMIS, 2LT HR2710M PVC HORIZONTAL ROLLER WINDOW 74 1/4" x 83 1/4" BOX FRAME INSTALLATION DETAILS LMI DRAWN: TJH I DWO NO. 08- 00882 sOa.E NTS DATE 10/27/09 IsHEET4 OF 8 IREV C '0 \ a Cn R u ��'•. STATE OF Y • SS/ a LynnMto,V.E RED 66706 CONCRETE/ MASONRY BY OTHERS 4 a 2 5/8" MIN. r EDGE DISTANCE 4 1 1/4" MIN. EMB. FIN TO BE SET IN BED OF APPROVED SEALANT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED EXTERIOR EXTERIOR 1/4° MAX. I SHIM SPACE RIGID FILLER 3/16" ITW TAPCON INTERIOR HEAD & JAMB CONCRETE/MASONRY FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR INTERIOR 3/16" ITW TAPCON RIGID FILLER FIN TO BE SET IN BED OF APPROVED SEALANT L 1 1/4° MIN. EMB. 2X BUCK BY OTHERS, 2X BUCK TO BE PROPERLY SECURED SHEATING BY OTHERS FIN TO BE SET IN BED OF APPROVED SEALANT 13/16" MIN. EDGE DIST. EXTERIOR EXTERIOR 1 3/16" MIN. EMB. 1/4' MAX. J SHIM SPACE RIGID FILLER #8 WOOD INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR INTERIOR #8 WOOD SCREW RIGID FILLER 2X BUCK BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 1/4" MAX. FIN TO BE `SHIM SPACE SET IN BED OF -f' APPROVED SEALANT SHEATING I ----1- 13/16" MIN. EDGE DIST. BY OTHERS SILL WOOD FRAMING OR BX BUCK FIN INSTALLATION 2 5/8" MIN. EDGE DISTANCE SILL CONCRETE/MASONRY FIN INSTALLATION CONCRETE/ MASONRY BY OTHERS 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED REVISIONS REV DESCRIPTION DATE APPROVED B REVISED WOOD SCREW EDGE DIST, 09/23/10 R.L C NO CHANGE THIS SHEET 10/27/11 J.J. METAL STUD 1 BGA MIN BY OTHERS FIN TO BE SET IN BED OF APPROVED SEALANT r►1 - 04111 I . o 1 I INTERIOR EXTERIOR EXTERIOR 1/4" MAX. r SHIM SPACE 1 3/16" MIN. EMB. PRODUCT RUVLSED I complying with the Florida Building Coda Aacaptnnos No Data ado 3— THREAD rMIN. BEYOND SUBSTRATE 1/4" MAX. J SHIM SPACE RIGID FILLER #8 TEK SCREW HEAD & JAMB METAL FRAMING FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR INTERIOR #8 TEK SCREW RIGID FILLER FIN TO BE SET IN BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE METAL FRAMING 18GA MIN BY OTHERS Product duct SILL 3— THREAD MIN. BEYOND SUBSTRATE METAL FRAMING FIN INSTALLATION., 1,114 � DRIVE ` Q' %. 34275 * : No. c68705 • _' DETAILS STATE 08 -00882 5 OF 6 A P.P.46875 PGT INDU STRIES 1070 TECHNOLOGY NOKOMIS, FL 2LT HR2710M PVC HORIZONTAL ROLLER WINDOW LMI 74 1/4 x 6 FIN INSTALLATION DRAWN: TJH SCALE NTS PATE 10/27/09 I 4.455" a a 3.08° 1 n Q FRAME HEAD RIGID PVC.075" THICK 1 } T 3.06° 4.455" I -1.78" t-- 4" III 88 SASH POCKET INSERT 606S-76 ALUMINUM .085° THICK .5" 0 FRAME SILL AND JAMB RIGID PVC .075° THICK 0 SASH INTERNAL INTERLOCK RIGID PVC .07°77-1ICK 5/16" 1/8" HS .33° } 2.2° 1.476" 1.476" 1.476" O9 SASH EXTERNAL INTERLOCK O SASH VERTICAL PLAIN @SASH HORIZONTAL PLAIN M- .797" 16 RIGID FILLER NEOPRENE .16° THICK .224" 2.2" 1 1.04" r- REVISIONS REV DESCRIPTION DATE A PER DADE LtlIFH DATED MAR. 25, 2010 5/19/10 B REVISED WOOD SCREW EDGE DIST. 09/23/10. APPROVED R.L. R.L. C NO CHANGE THIS SHEET 10/27/11 J.J. 1.04" I_ I 738" .738" 15 1 SASH REINFORCEMENT I SASH REINFORCEMENT 14GA GALVANIZED STEEL .079 " THICK 8GA GALVANIZED STEEL .084° THICK 1.5" .090" BUTACITE PVB BY DUPONT --1/8° HS GLASS TYPEA RIGID PVC.07"TH/CK RIGID PVC .07° THICK RIGID PVC .07' THICK 1/8" HS 1/8" HS EXTERIOR 5/8 7/8" .090" BUTACITE PVB BY DUPONT 1/8" TEMP INTERIOR r 1.69" -1 17 ROLLER TRACK ALUMINUM 6083 -T6.06 ° THICK 1.052" .265" - 1. .985" 13 SASH 7/8" LIFT BEAD RIGID PVC .06" THICK IPRODUCT RBVIS8D complying with the Florida uilding Code cceptance No - i i x bum 1'71-1.1r : IIMOW 29/64" --I 5/16" -r 2 1/8" J 34 1 1/2" SILL RISER RIGID PVC .060 THICK 1 1 1/2" .827" .788" I IJ} ^J .985" 0 SASH 5/16" LIFT BEAD RIGID PVC .06 "THICK .285" 0 SASH 7/8" PLAIN BEAD RIGID PVC .06° THICK 1.378° .198° J_ O FIN ADAPTER RIGID PVC .082" THICK 10 SASH 5/16" PLAIN BEAD RIGID PVC.08" THICK 1.27° I- 1.295" O HEADER POCKET INSERT 6063 -TB ALUMINUM .065° THICK 13Product Control PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 2LT HR271OM PVC HORIZONTAL ROLLER WINDOW 74 1/4° x 63 1/4" COMPONENTS AND GLAZING DETAILS LMI DRAWN: TJH I DWD NO. 08 -00882 SC" NTS I DATE 10/27/09 I Dur 6 OF 6 Florida Building Code Online Lx,:3L trrientt Busines Professib a Requiation EMS Home Log In ; User Registration ( Hot Topics Product Approval USER: Public User 14://wweviloridatsuilding.org/pripr_app dtl.aspx?paran—wGEVXQ Submit Surcharge Stets & FacLs Pub9®tions Product Aoomval Mew > I§aduct er Aonlot an Search > AnnIatan Lest > Appl®tlon petal FL Application type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486 -0100 Ext 22318 druark @pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive • Nokomis, FL 34275 (941) 486 -0100 Ext 21140 jrosowski@pgtindustries:com Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FEC Stitt' j BCIS Ste Map Links Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 Keystone Certifications, Inc. 12/31/2015 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL13039 R1 COI 511381.odf Standard AAMA/WDMA /CSA 101/I:S/A440 ASTM E 1886 ASTM E 1996 TAS 201 TAS 202 TAS 203 Year 2005 2002 2002 1994 1994 1994 1 of 3 9/17/2012 11:37 A Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products http: / /www.11oridabuilding.oreprr /pz app dtl.aspx?parano�wGEVXc Method 1 Option D 02/29/2012 03/15/2012 04/29/2012 06/11/2012 FL V j Model, Number or Name Description 13039.1 :2LT HR2710 PVC Horizontal Roller 2LT HR2710 PVC Horizontal Roller 74 1/4" x 53 1/4" Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -65 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1). Minimum Glazing Bite of 5/8 °. • Installation Instructions FL13039 RI U 08- 00838.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports Fi,13039' R1 AE 110 2401 DuPont PVB.odf FL13039 RI. AE 511381A.pdf Created by Independent Third Party: Yes 13039.2 2LT HR2710M PVC Horizontal Roller 2LT HR2710M PVC Horizontal Roller 74 1/4" x 63 1/4° Limits of Use Approved for use in HVHZ Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressur= +60/ -65 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1). Minimum Glazing Bite of 5/8 °. Installation Instructions FL13039 R1 II 08-00839.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports • FL13039 R1 AE 11062401 DuPont PVB.odf F113039 R1 AE 511382A.pdf Created by Independent Third Party: Yes 13039.3 2LT HR2710MI PVC Horizontal Roller 2LT HR2710MI PVC Horizontal Roller 74 1/4" x 63 1/4° Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -80 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1). Minimum Glazing Bite of 5/8 ", installation Instructions FL13039 RI. 11 08- 00840.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RI. AE 11062401 DuPont PVB.odf FL13039 R1 AE 11062401 DuPont SGP.odf FL13039 RI AE 511383A.Pdf Created by Independent Third Party: Yes 13039.4 2LT HR271OMI PVC Horizontal Roller 2LT HR2710MI PVC Horizontal Roller 74 1/4° x 76° Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +60/ -80 Other: Rigid PVC From LB. Plastics AAMA Certified (LBP -1). Minimum Glazing Bite of 5/8 ". Installation Instructions FL13039 RI. II 08- 008441.pdf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 RI AE 11062401 DuPont SGP.odf FL13039 R1 AE 511384A.ndf Created by Independent Third Party: Yes 13039.5 2LT HR2810MI Horizontal Roller 2LT HR281OMI Horizontal Roller 74 1/4" x 63 1/4" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/ -100 Other Refer To Installation Instructions For Smaller Sizes Installation Instructions FL13039 R1 II 08- 00842.odf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 R1 AE 11062401 DuPont SG „DO 2 of 3 9/17/2012 11 :37 i Florida Building Code Online 3 of 3 lhtt p: / /www.floridabuilding.org/pr /pr app dtl.aspx?paranisuwGEVXc Design Pressure Ratings. Rigid PVC From LB. Plastics AAMA Certified (LBP -1) Minimum Glazing Bite of 5/8 ". 1 FL13039 R1 AE 511385A.odf 1 Created by Independent Third Party: Yes 13039.6 3LT HR2710MI Horizontal Roller 3LT HR2710MI Horizontal Roller 130" x 63° Limifts of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/ -65 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1). Minimum Glazing Bite of 5/8 ". Installation Instructions FL13039 R1 II 08- 008.43.ndf Verified By: Luis Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 R1 AE 11062401 DuPont PVB.odf _ FL13039 R1 AE 511386A.pdf Created by Independent Third Party: Yes 13039.7 3LT HR2810MI PVC Horizontal Roller 3LT HR2810MI PVC Horizontal Roller 130" x 63" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -100 Other: Rigid PVC From L.B. Plastics AAMA Certified (LBP -1). Minimum Glazing Bite of 5/8 ". Installation Instructions FL13039 RI II 08- 00844.pdf Verified By: this Roberto Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL13039 R1 AE 11062401 DuPont SGP.pdf FL13039 R1 AE 511387A.pdf Created by Independent Third Party: Yes ICI Ireeuti Contact Us :: 1940 North Morons Street Tallahassee FL 32399 phone: 850 -487 -1824 The State of Florida is an M EEO employ= grdsydght 2007 -2010 State of Florida :: Statement •: Accesstbt8v Statement ;: Refund_Statarrent _ Under Florida law, email addresses am pubic records. 1' you do not want your e-mail address released in response to a public- records request, do not sand electronic mall to this entity. instead, contact the office by phone or by traditional mail. If you have any questbns, please contact 850.487.1395. "Purauantto Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees ikensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The mails provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine I you are a licensee wider Chapter 455. FS., please tick lire_• Product Approval Ames csecs • 411ortoni powow. Yare ri IltarItt 9/17/2012 11.37 / L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27012 336 -945 -9695 rllomas©lriomaspe.com Manufacturer: PGT Industries 1070 Technology Drive Nokomis, FL 34275 Engineering Evaluation Report Report No.: 611386A Product Line: 3LT HR2710MI PVC Horizontal Roller Window Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9N -3.005 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document drawing number 08-00843, titled 3LT HR2710MI PVC Horizontal Roller Window, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. NCTL 210-3641-2, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 - Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, +65.01- 65.0psf design pressure, 12psf water infiltration TAS 203-94 Cyclic Pressure Loading, +65.0/- 65.0psf design pressure 3. Test Report No. NCR 210 - 3641 -2A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMAWDMA/CSA 101/1.S.2/A440 -05 Design pressure:. ±65.0psf Water penetration resistance: 12psf ASTM E 1886 -02 / -05 and ASTM E1996 -021 -05 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, +65.01- 65.0psf design pressure 4. Anchor calculations, report number 511386 -1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±65.0psf • Maximum overall size: 130° x 63" • Maximum Active sash size: 36 1/4" x 59 9/16" • Maximum Active sash D.LO.: 32 3/8" x 54 1/4" • Maximum Fixed sash size: 57 7/8" x 59 9/16" • Maximum Fixed sash D.L.O.: 51 3/4" x 54 1/4" • Units must be glazed per ASTM El 300-04, refer to approval document for glazing options • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame and sash material to be extruded rigid. Installation: Units must be installed in accordance with approval document, 08- 00843. Certification of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a 0111111///, product! rote tin any other entity involved in the approval process of the listed �```‘\ ft •� 0 / jl,e ti • • 0.- - `JJA S'' 1 of 1 7=11 Of psi 11 /ONAL �� Fiji/1111411V' Luis R. Lomas, P.E. FL No.: 62514 02/23/2012 8" MAX. { TYP. .36 1/4" ACTIVE 130" MAX. O.A. WIDTH LARGE AND SMALL MISSILE IMPACT SASH WIDTH 32 3/8" 57 7/8" FIXED SASH WIDTH ---- WIDTH 1 1 1 D.L.O. WIDTH 1 .1 51 3/4" D.L.O. 1 1 1 1 1 63. rAX.1 1101* 0 411 _ I X .._ — 54 _ DI _HEIGHT O HEIGHT /4" 12 3/4" MAX. O.0 TYP — 6° MAX. TYP 1 1 1 6" MAX. I I f I I I I I I 6° MAX. I I 13" MAX. n r — — _.._ ..__ __.. ., .. P.. , °.,... ,. TYP. 111 r.0 EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t65PSF LARGE AND SMALL MISSILE IMPACT REYSIONS REV DESCRIPTIOA DAME I APPROVER NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) FRAME AND SASH MATERIAL: PVC 5) UNITS MUST BE GLAZED WITH 7/8" IOU LAMINATED GLASS OR 11/32" SINGLE LAMINATED GLASS PER ASTM E1300. SEE SHEET 4 FOR APPROVED GLASS TYPES. 6) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 7) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WTIH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE S FOR ANCHORING INTO MASON SUFFICIENT LENGTH TO ACHIEVE INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8° MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) FOR ANCHORING INTO 16GA. MINIMUM STEEL STUD USE #10 TEK SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3— THREAD PITCHES MINIMUM BEHOND SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11) ALL FASTENERS TO BE CORROSION RESISTANT. 6) A. T 12) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G =0.42 B. CONCRETE -- MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C -90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING — 16GA. (.060 ") MINIMUM THICKNESS. TABLE OF CONTENTS PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 SHEET NO. DESCRIPTION 1 ELEVATION, ANCHORING AND NOTES 2 BOX FRAME INSTALLATION DETAILS 3LT HR2710MI PVC HORIZONTAL ROLLER WINDOW 130" x 63" ELEVATION, ANCHORING AND NOTES 3 FLANGE FRAME INSTALLATION DETAILS DRAWN: TJH• IDWG NO. 08 -00843 I� 4 COMPONENTS AND GLAZING DETAILS d`AIR NTS I°t'TE 09/02/09• ISHEET1 OF 4 2 5/8" MIN. I EDGE 01ST. • f MASONRY /CONCRETE BY OTHERS 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM APPROVED SEALANT BY OTHERS a1! _ EXTERIOR APPROVED SEALANT BY OTHERS 1 3/8" MIN. EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 1/4" MAX. RIGID FILLER • SHIM • 3/16" ITW TAPCON INTERIOR 1/4" MAX. 3.- SHIM 1 1/4" MIN. EMBEDMENT 4 3/1B" ITW TAPCON RIGID FILLER 1X BUCK BY OTHERS. - 1X BUCK TO BE 1/4" MAX. PROPERLY SECURED SHIM • • RevisvNs REV DESCRIPTION DAVE APPROVED 2X BUCK /WOOD FRAMING BY OTHERS, 2X BUCK !!! TO BE PROPERLY SECURED EXTERIOR APPROVED SEALANT BY OTHERS RIGID FILLER #10 WOOD SCREW INTERIOR H2 5 /8" MIN. EDGE DIST. RTICAL CROSS SECT O 1X BUCK MASONRY/CONCRETE INSTALLATION DETAIL JAMB INSTALLATION SAME AS HEAD INSTALLATION 4 • ■l" 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED VERTICAL CROSS SECTION 2X BUCIOWOOD FRAMING INSTALLATION DETAIL JAMB INSTALLATION SAME AS HEAD INSTALLATION 3— THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATION APPROVED SEALANT BY OTHERS 16GA. MIN. STEEL STUD RIGID FILLER EXTERIOR 1/4" MAX. ] SHIM #10 TEK SCREW \ • • INTERIOR #10 WOOD SCREW APPROVE BY OTHERS RIGID FILLER 1 3/8° MIN. EMBEDMENT 3— THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATION #10 TEK SCREW RIGID FILLER 1/4" MAX. SHIM 18GA. MIN. STEEL STUD VERTICAL CROSS SECTION 1619A. METAL FRAMING INSTALLATION DETAIL JAMB INSTALLATION SAME AS HEAD INSTALLATION 4- PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 3L1 HR2710MI PVC 130" HORIZONT63" AL ROLLER WINDOW x SOX FRAME INSTALLATION DETAILS DRAWN: TJH OWWO NO. 08 -00843 REV scax NTS 'DATE 09/02/09 19,0T2 OF 4 • Y 1 1/4" MIN. EMBEDMENT 2 5/8° MIN, F EDGE DIST. 4 4 1/4" MAX. SHIM APPROVED SEALANT BY OTHERS EXTERIOR MASONRY /CONCRETE BY OTHERS 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 1/4" MAX. • RIGID FILLER SHIM APPROVED SEALANT BY OTHERS 1 BED ENT fMEDMNT� 3/16" ITW TAPCON INTERIOR 3/16" I1W TAPCON RIGID FILLER 1X BUCK BY OTHERS, 1X BUCK TO BE ' • 1/4" MAX PROPERLY SECURED SHIM APPROVED SEALANT BY OTHERS APPROVED SEALANT BY OTHERS 1/4° MAX, SHIM 1 1/4" MIN. EMBEDMENT REVSIONS REV I OESERIPTION DATE I APPROVED 2X BUCK /WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED RIGID FILLER #10 WOOD SCREW INTERIOR • 2 5/8" MIN. EDGE DIST.. • VERTICAL CROSS SECTION IX BUCK MASONRY /CONCRETE INSTALLATION DETAIL JAMB INSTALLATION.SAMEAS HEAD INSTALLATION 4 2X BUCK /WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED VERTICAL CROSS SECTION 2K BUCICWOOD FRAMING INSTALLATION DETAIL' • JAMB INSTALLATION SAME AS HEAD INSTALLATION #10 WOOD SCREW RIGID FILLER 1 3/8" MIN. EMBEDMENT 3- THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATION APPROVED SEALANT BY OTHERS 16GA. MIN, STEEL STUD RIGID FILLER EXTERIOR 1/4" MAX. ] SHIM #10 TEK SCREW INTERIOR APPROVED SEALANT BY OTHERS 3- THREAD PITCHES BEHOND SUBSTRATE MIN. PENETRATION #10 TEK SCREW RIGID FILLER } 1/4" MAX. SHIM 160A. MIN. STEEL STUD VERTICAL. CROSS SECTION 16GA. METAL FRAMING INSTALLATION DETAIL JAMB INSTALLATION SAME AS HEAD INSTALLATION PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 3LT HR2710MI PVC HORIZONTAL ROLLER WINDOW 130" x 83" FLANGE FRAME INSTALLATION DETAILS DRAWN: TJH I DWO NO 08 -00843 1°ALE NTS J DATE 09/02/09 ' I SHEET 3 OF 4 REV 3 1/16" 4 29/64" 4 29/64` -g I n� 3 1/16" 2 9/16" �ME3 HEAD & JAMB (8301) VINYL PVC .026° THICK 1 53/64" 1 1/2" 2 13/64° 1 15/32' SILL (8303) VINYL PVC .075 " THICK 2 13/64° INNER INTERLOCK RAIL (8308) OUTER INTERLOCK RAIL (8307) VINYL PVC .07' THICK VINYL PVC .OT THICK 1 11/16° 9/64" 25/64" SILL TRACK ALUMINUM 6003- T5.68" THICK 1/6" HS .090" SOP BY DUPONT 1/8" HS 7/8" 1;/8" TEMP 51/64° RIGID FILLER VINYL PVC .15" THICK 1/8° HS EXTERIOR 5/16" .090" SOP BY DUPONT 1/8" HS INTERIOR U GLASS TYPE B REVISIONS REY DESCRIPTION DATE I APPROVED r- 2 35/64" —{ 1 17/64" r II Ij 2 25/64" 1 59/64" 1 19/64°- __..___L_ HS INSERT VERTICAL STIFFENER (NC -RW -PR -118) (NC- AIW - -PR -113) 806875 ALUMINUM .085 °THICK ALUMINUM 8083 -T5.08 °THICK 1 1/2" 2 13/64° 1 1/2° 2 3/16" 1 15/32" 1 15/32" HORIZONTAL SASH (8305) VERTICAL SASH(8308) VINYL PVC .07° THICK VINYL PVC.OT THICK 25/320 f { 13 32° SASH INSERT (NC- RW -PR -1 17) 6083 -T3 ALUMINUM .088° THICK 1/8" HS .090" BUTACITE PVB BY DUPONT 1/8° HS EXTERIOR SIKAFLEX 552 7/8" 1/8" TEMP INTERIOR GLASS TYPE C 63/64" 7/ LIFT BEAD (8324) 7/8 4LAIN BEAD (8325) VINYL P VC.06° THICK VINYL PVC .06° THICK 1 3/64" 51/64" STIFFENER (ST1007B) 18GA GALVANIZED STEEL 1_11 53/64" } 1r ` 1on� 63/64" 63/64°. 5/16" PLAIN BEAD (8321) VINYL PVC .08 " THICK 1 3/64" 1 3/64' 51/64" STIFFENER 140A GALVANIZED STEEL 1 39/64° U • 5/16° LIFT BEAD (8320) VINYL PVC .08 " THICK 17/64° 63/64" 1 9/32" RIGID FILLER VINYL PVC .15 °THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE. NOKOMIS, FL 34275 3LT HR2710MI PVC HORIZONTAL ROLLER WINDOW 130" x 63" COMPONENTS AND GLAZING DETAILS DRAWR, TJH' OWG N0. I REV 08 -00843 SCALE NTS I SATE 09 02/09 IsHEET4 OF 4 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 fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact - Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 110A # 10- 0819.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Stmt, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /eera/ NOA No. 11- 0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 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) C. 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 POT 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 PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and on 05/26/16. 4 E -1 M;, u Perez, P.E. Product n y ' 1 Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT - RESISTANT PRODUCTS GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE _ GENERAL NOTES 1� INSTRUCTIONS .. ».. » ...... ----- i ELEVATIONS ......... ...... ..............._ i 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 CLIPS..... »....... »..„.4 BAY MULL INSTALLATION-. 4 I X 2 X .126 MULL SPECS- . ».... ». „6 1 X 2.76 X .376 MULL SPECS.-- 7 1 X 2.75 X MULL SPECS—.8 1 X 3.126X.600 MULL SPECS 9 1 X 4 X .125 MULL SPECS.---- 10 1 x 4 X .376 MULL SPECS.......... „11 1.26 X 3.188 X .265 MULL SPECS12 2 X 4 X .26 MMULL SPA...„.- 13 2 X X 2.11 X .126 MULL 16 ° X 325 BAY MULL SPECS. ..... ».16 45° X 3.25 BAY MULL SPECS17 MULLION & CLIP DIMENSIONS18 -20 EXAMPLES 1 & 2.... . „..._. „. „.... „. „21 LOADING EXAMPLES.. .. „. ». „. „. »22 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, FIGURE 1: MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. MULTIPLE WIDTH MULLIONS OPENING FOR VERTICAL MULL SEE DETAILS A- D,G,H; SHEETS 2-3 ARCHES TO BE INSCRIBED INSIDE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS RECTANGULAR ° ° HAVE BEEN TESTED AS FREE - FLOATING AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS, BUT SHALL SHAPE NOT HAVE A GAP OF MORE THAN 114” FROM THE CLIP. Illia IMPACT RESISTANT ALUMINUM TUBE MULLIONS SEE DETAILS A THRU 2-3 SHEETS 2-3 MULL LENGTH 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 L/180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 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. 8) 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 MULLIONS OR FENESTRATION PRODUCTS SHAD. APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). . ,. "—�I r •' j,7 •. '� ` \ SEE DETAILS / ,ter i i / ! III `N. • N. • • ♦ k DrEiWittg No. 6300JR % I / I J I 1 1✓ _ l ATHRU G; J SHEETS 2-3 ,/ OPENING HEIGHT FOR HORIZONTAL MULL _ __ � I y/J / I I SEE DETAIL E, /JJ SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BYPGT. 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 -6443; ELCO ULTRACON/AGGRE -GATOR NONS; ANSIIAF &PA NDS FOR WOOD CONSTRUCTION; ADM - ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING bescriptiort GENERA Z Drawn sye J ROSOWSKI •• CODE, AND ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH HORIZONTAL 'SEE DETAILS A-13,0.11; PGT APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. SHEETS 2-3 MULL LENGTH HORIZONTAL INSTRUCTIONS: MULL LENGTH 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FTT) FOR THE OPENING USING THE ASCE -7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS °RECTANGULAR° OR "TRIANGULAR/TRAPEZOIDAL °. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 17 PRODUCT REVISED t, complyh with the Florida Acceptance Code •° ! ptance No �.r .. Ex ,; ration Cate if l(o 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT') FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH },-- MULL OPENING WIDTH--I —1 I -- HORIZ. MULL LENGTH --I RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LEIS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE LENGTH I"_ ! I I� REQUIREMENT (LBS/FT2) FOR THE OPENING OBTAINED IN STEP 1). OPE HEI ” NG HT 1 MULL LENGTH lil III oPENpT .tiZ/t= Dy „/�`'. ,._ _'.� 'icy ' Mit= o ado product , 0.01111 1ifl 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LEIS). THIS v' if HEIGHT VIII FOR HORIZ. MULL LENGTH VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL T. MULLION CAPACITY. • 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE MULL J11» 0 RRI1 �r \��` y - Y�N,!I'/ /�( ■ ∎• ,ZO? • •' S1•ISE'' ..e. ,0 •' N„ \�+ _ : • •'•, * -k : Isto. • ': LL' _ - ? ) �� '4c1---- ” ,'f3 �'•,. S r�cih • • . �'LORV��'��„” /� F,j� . • A. L4'UI IIILI4 ,P.E. FL P.E.# 58705 ANCHOR/SUBSTRATE /ANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED SINGLE MULLION SINGLE MULLION +FOR VERTICAL � MULL ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FTP) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFT$) _I OPENING WIDTH FOR VERTICAL MULL T SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA” TO OBTAIN 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 (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSIFT') OBTAINED FOR THE MULLION 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. DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. WON MULLION SEE SHEETS 18-20 FOR HOLE LOCATIONS EDGE DISTANCE FOR WOOD SCREWS EXTERIOR TYP. ANCHOR PER SUBSTRATE. SEE TABLES 1S-10B EMBEDMENT FRONT VIEW INSTALLATION NOTES: BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. .260" MAX FOR ALL MULLIONS TYP. ANCHOR SUBSTRATE, SEE TABLES 1B-10B EDGEIEND /-PER � DISTANCE SEE TABLES 1B-10B • SIDE VIEW 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MULLION BUCKSTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE. SEE SEE TABLES 1B-10B MIN 27 KSI • CONCRETE OR GNU EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE. SEE TABLES 1B-10B EMB MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS. SEE NOTE 1, SHEET 1. 6 • •• & • EDGE DISTANCE, SEE SEE TABLES 18-108 SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CUP MAY BE INSTALLED BY THIS METHOD. 0 2 W m z OC H a 2 f 14 a M co f z PRODUCT REVISED as complying with the Florida Budding Code Acceptance No �- Ss . ej 'ration Rate 'IS vielriDI6 Dade Prochlet ��1ttIIIl , \\‘` r,0 '-YEN M /1e /,,� * . No. 58705 . • . i3411 au; � . . • 4.' • gT' TE $f NN (MILLER A. LY , P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. EXTERIOR MULLION TYP. ANCHOR ER SUBSTRATE, SEE TABLES 18-10" EDGE DISTANCE FOR MASONRY ANCHORS EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18 -108 EMBEDMENT - • `. • MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW • a. • ' EDGE I DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 15-108 SIDE VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -108 INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114" S.S. AGGREGATOR MASONRY ANCHORS. VARIES .125" MIN. DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) TOP VIEW VARIES liMULLION 0 INTERSECTION U-CLIP FRONT VIEW 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. #12 STEEL SCREWS, SELF - DRILLING OR PRE -DRILL MULLION AND USE SMS MULLION EXTERIOR SEE SHEETS 18-20 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLES 18-108 DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -10B SEE SHEETS 18-20 FOR HOLE LOCATIONS MULLION SIDE VIEW FRONT VIEW FOR STEEL STUDS THINNER THAN 18 GA AND COMPLIANT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD - BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-17, FOR QUANTITY OF SCREWS. SIDE VIEW EDGE DISTANCE SEE TABLES 18 -108 0 J 2 W m m • 0 Z U 2 J Q to Z to ~ co • Ir▪ o a z 2 z N N CC PRODUCT REVISED as complying with tine Florida Building Code Acceptance Rate By Mi -1 side Praauct J oxliI+Ilir .( 4YNN tt- . * : No. 58705 . g ATE& SS t� •L'�. A. LYNNIILLLER, P.E. FL P.E.# 58705 DETAIL F: FIELD - MODIFIED MULLION CLIP (F -CLIP) DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) SEE DETAILS A-E, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. 30° OR 45° BAY MULL MULLION SIDE VIEW SHOWN WITH 1'X 4'X.125' MULLION TOP VIEW TOP VIEW STANDARD MUWON CUP MODIFIED TO FIT FIELD CONDITIONS. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-118 EXTERIOR MULLION 2' X S ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL, rxrx.125' ANGLE CLIP, 2 PER MULLION ENO, MUST BE INSTALLED INSIDE OF MULL INTO WOOD, STEEL, STANDARD CLIP TO BE ALUM, CMU OR MASONRY MODIFIED IN- FIELD. EXTERIOR INTO WOOD, STEEL, ALUM OR MASONRY EXTERIOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY PRODUCT REVISED Bas uildiingg Cod with rite Merida Acceptance No - I ' r Bx loe Date 11.tiY, 7. rat EDGE DISTANCE PER ANCHOR EDGE DISTANCE PER ANCHOR —2 NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11° X .126" MULLION. 2) SEE TABLES 113-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPUCATION. NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B-11B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. `0%111 Z. * : ND. 58 705 *-o ' (4‘17TliP i bu,..-- :15% s ATE .. .z. #;,q % • PLOR�DA''.C9 .,,1;P/ Si0N AL A. LYNfI MILLER, P.E. FL P.E.# 58705 1 SIDE VIEW SHOWN WITH 1'X 4'X.125' MULLION TOP VIEW TOP VIEW STANDARD MUWON CUP MODIFIED TO FIT FIELD CONDITIONS. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-118 EXTERIOR MULLION 2' X S ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL, rxrx.125' ANGLE CLIP, 2 PER MULLION ENO, MUST BE INSTALLED INSIDE OF MULL INTO WOOD, STEEL, STANDARD CLIP TO BE ALUM, CMU OR MASONRY MODIFIED IN- FIELD. EXTERIOR INTO WOOD, STEEL, ALUM OR MASONRY EXTERIOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY PRODUCT REVISED Bas uildiingg Cod with rite Merida Acceptance No - I ' r Bx loe Date 11.tiY, 7. rat EDGE DISTANCE PER ANCHOR EDGE DISTANCE PER ANCHOR —2 NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11° X .126" MULLION. 2) SEE TABLES 113-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPUCATION. NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B-11B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. `0%111 Z. * : ND. 58 705 *-o ' (4‘17TliP i bu,..-- :15% s ATE .. .z. #;,q % • PLOR�DA''.C9 .,,1;P/ Si0N AL A. LYNfI MILLER, P.E. FL P.E.# 58705 TABLE 1A Mullion C Table bee) 1 x2x.125 Alum. Tube Mullion Opening Width (for vertically - panning mullions) or Opening He ght (for horizontally- spanning mullions) 60 In 60 in 70 In 80 in 90 In T 1001n 120 In 1401n 160 In Rectangular Loading Tre Trap/Mang. Loading Rectangular Loading 11ap1Tdang. Loading Rectangular Loading _.. 1Yap11'rteng. Loading Rectangular Loading T Loading Loading Loading Loading T�Loading Loading Loading ' Loading Loading Rectangular Loading T Loading 1 ii H e: tiG G \ I <II "� Anchor Capacity Required Obs} 'd' Anchor Capacity Required pbs} °� Anchor Capacity Required Ohs) Mut lion Capacity iii) Anchor Capacity Rem+ Ohs) flliflhflliuhJuuJflfl hi' 1-1/4" 1 -114" 2" hi la c3 390 !be 390 lbs 11. flilflliflJiflh hi cR 280 lbs SE hI 11 sk- c3 1182 ms ci VII ci 420 lbs 42 In 111.9 408 129.5 332 93.2 408 115.6 325 79.9 408 107.8 321 89.9 408 104.4 319 , 82.1 408 104.0 319 65.9 408 104.0 319 48.8 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 48 In 74.9 312 83.8 259 814 312 73.4 252 53.8 312 87.0 248 48.8 312 63.2 248 41.8 312 51.3 244 37.5 312 61.0 244 31.2 312 81.0 244 28.6 312 81.0 244 23.4 312 61.0 244 60.8251n 83.9 281 70.8 234 53.2 281 81.5 228 45.8 281 55.7 224 38.9 281 62.1 222 35.6 281 50.1 220 31.9 281 49.3 219 238 281 49.3 219 22.8 18.8 281 247 49.3 38.1 219 420.0 193 18.4 281 247 49.3 38.1 219 193 54 in 52.6 247 57.5 207 43.9 247 49.8 '202 37.8 247 44.8 199 32.9 247 41.6 1913 29.2 247 39.4 194 28.3 247 38.4 193 21.9 247 35.1 193 Mull Lein 80 in 38.4 200 412 170 32.0 200 35.4 166 27.4 200 31.5 183 24.0 200 28.9 180 21.3 200 27.1 169 19.2 200 25.9 157 18.0 200 25.0 158 63in 33.1 181 35.3 155 27.6 181 30.3 152 23.7 181 28.9 149 20.7 181 24.5 148 ' 18.4 181 22.8 144 1 18.8 181 21.7 143 , 881n 72 1n 28.8 22.2 185 30.8 142 24.0 165 28.1 139 20.8 155 23.1 138 130 185 21.0 134 I 139 23.3 120 10.5 139 19.9 118 15.9 139 17.6 118 78 in 18.9 126 19.7 109 15.7 125 18.8 107 781n 17.6 118 18.2 104 I TABLE 1B Anchor Capacity Table (lbs) Anchor Clip Patterns Substrate:. 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3116" Elco Ultracon 114° Soo Ultracon 8st18" Mao Ultracon 3118" Poo Macon 1/4" Elco Ulirecon U4° SS Elea Aggreflator 6118" Ettso Ultraoon 1/4" SS EIao Aggreflatar #10 Steel Screw (fly) 012 Steel Screw (fly) 012 Steel Screw (06) Edge Distance (hr}: 1° 2.112° 1° 2- 112" 3.1/8" 1" 2-1/2" 1" 2-1/2" 2° 3-1/8" 2° 0.48" 0.64" 0.324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 1-314" 2" 1 -1/4" 1 -1/4" 1 -114° 1- 114" 1-1/4" 1 -114" 2" 1-3/8" 1-318" (see note 4) 2 Anchors ® 4.75° Min. O.C. I Standard or Offset Clip (Fig. 1): 390 !be 390 lbs 480 [be 890 Ws 1844 lbs 270 Ws 280 lbs 354 tbs 740 lbs 468 lbs • 664 lbs 1182 ms 328 Ms 420 lbs 560 lbs 4 Anchors 0 1.16 Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 lbs 700 lbs N/A N/A NIA N/A 380 lbs N/A N/A N/A NIA N/A 852 lbs 840 lbs 1120 lbs 4 Anchors rc. 3" Min. O.C.1(2) 2x6 Angle alp ! (Fig. 3): 780 Ms 780 lbs 880 lbs 1660 lbs 1898lbs 640 dm 580 lbs N/A 780 lbs 938 lbs 680 0s 2384 lbs 652 lbs 840 lbs 1120 lbs 2 Anchors M 0.45" Mir. O.C. I U-Clip, Into 118" Alum. (Fig. 4): NIA N/A NIA NIA N/A N/A NIA NIA N/A N/A N/A N/A N/A N/A 718 lbs 1 Anchor! F -Clip (Fig. 5): 195 lbs 195 Ws 225 lbs 445 lbs 822 be 4 135 lbs 140 Ibs 1771bs 370 lbs 234 lbs 332 lbs 591 lbs 183 Ws 210Ibs 280 lbs 2 Anchors : ! 1.16° Mb,. (ICJ F-alp (FI, 8): i 240 lbs 350 Ds N/A NIA N/A N/A 190 lbs N/A N/A N/A NIA N/A 328 Ore 420 lbs 680 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • 0 0 • FIGURE 3: • • FIGURE 4: FIGURE 2: • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 • FIGURE 8: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (OPm) x ( ANCHOR CAP.„,,„,) ANCHOR CAP. RIO 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. 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 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 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 BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --I 1.000" I--- 2.000° .125" 1" X 2' X .125" MULLION LL rL' z 0 J MPACT RESISTANT ALUMINUM TUBE U 0 to r X Y cv X Q !u) U) tpY t I m PRODUCT REVISED as complying with the Florida Building Code Acceptance No I- i / Ex n Date [d/ ' � ; � By `,` � 1 t 111 I I ,,4,4I ••2% ENgS ,� ' *. • No 58705 OF S'IONA� ,,�' A. LYNN MIL'�k�R, P.E. FL P.E.# 68705 TABLE 2A Mullion Ca , : Table lbs/ft 1 x Alum. Mumon 2 x 275 Tube Opening Width (for vardcally.epanning mullions) or Opening Height (for horizontally- spanning mullions) 60 In 601n 70 In 80 In 90 In 100 In 120 in 140 In 180 In Rectangular Loading Trap/Nang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Wang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading TY9plTrdang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Nang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading TmpIlliang. Loading I Anchor Capes mired (ibs) :11 0.48" 1 tH Embedment On . Anchor CapecHy Requited (lts) ItiIItIIfluiflhIiluIIfluiflhIilhutliuhiflhIililflil 14/4" 1. 1 I 1 -1/4" I 1 -114° II 1 h i (see note 4) ' '' 390 lbs ih 890 !be 1644 Ili 270 Bra h i II 468 Um 6841be 11821b8 420 86 42 In 170.0 620 170.0 435 151.3 662 170.0 478 120.7 662 170.0 508 113.5 682 169.5 518 100.9 882 188.9 517 80.8 662 188.9 517 75.7 882 168.9 517 64.9 692 1666.9 517 58.7 682 168.9 517 46 In 121.8 607 138.0 419 101.4 607 119.2 410 t 88.9 507 108.7 403 78.0 607 102.6 399 87.6 607 99.6 397 80.8 507 99.0 398 50.7 507 99.0 395 43.4 507 99.0 398 38.0 507 99.0 398 50.8251n 103.7 458 114.6 379 88.4 458 99.9 371 74.1 456 90.5 384 84.8 458 84.8 360 67.8 458 81.3 357 51.8 458 60.0 358 43.2 466 80.0 355 37.0 468 60,0 368 32.4 458 80.0 358 64 In 68.4 400 93.3 336 71.2 400 80.9 328 81.0 400 72.7 322 53.4 400 87.3 318 47.5 400 ' 64.0 315 42.7 400 82.3 314 35.6 400 61.6 313 30.6 400 61.8 313 28.7 400 81.8 313 60 In 62.3 324 66.9 278 51.9 324 57.5 270 44.6 324 51.2 284 38.9 324 46.9 280 34.6 324 43.9 257 31.1 324 42.0 255 26.0 324 40.5 283 22.2 324 40.6 253 19.5 324 40.6 253 IMull Lend 83 In 53.8 294 57.4 252 44.8 294 492 248 38.4 294 43.8 241 33.6 294 39.8 237 29.9 294 37.1 234 26.9 294 35.2 232 22.4 294 33.5 230 19.2 294 33.4 230 18.8 294 33.4 230 86 In 48.8 268 49.8 230 39.0 268 42.4 225 33.4 288 37.6 221 29,2 288 34.1 218 26.0 288 31.8 215 23.4 268 29.8 212 10.6 288 28.0 210 16.7 288 27.7 209 14.6 286 27.7 209 72 In 36.0 226 37.0 198 30.0 225 32.2 191 25.7 226 28.4 188 22.5 226 26.6 185 20.0 225 23.6 182 16.0 226 22.1 180 15.0 225 20.3 177 12.9 225 19.6 176 11.3 225 19.6 178 76 in 30.6 202 32.0 177 25.6 202 ' 27.2 173 21.9 202 23.9 170 19.2 202 21.5 157 17.0 202 19.7 165 15.3 202 18.4 163 12.8 202 16.7 180 10.9 202 15.9 158 0.8 202 15.0 168 78 In 28.3 192 29.8 166 23.0 192 25.1 185 20.2 192 22.0 162 17.7 192 19.7 159 15.7 192 18.1 157 142 192 16.8 155 11.8 192 15.2 182 10.1 122 14.4 150 8.9 192 14.2 150 90 In 18.8 144 19.0 128 16.4 144 16.1 128 Ile In 16.2 127 15.8 113 TABLE 2B • Anchor Capacity Table (the) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conn. Follow CMU Filled CMU FT Wood Metal Anchor Type: 3/16" Elea Ultracon 1/4" Elao UOraoon 5118° Eloo Ultracar 3/18 Elsa Ultracon 1/4° Elea Utracon 1/4` SS Elsa AggreGator 5/18° Elea Liftmen 114° SS Elm AggreGator 410 Steel Screw (05) #12 Steel Screw (38) 512 Steel Screw (05) Edge Distance (in): 1° 2 -1/2" 1° 2 -1/2" 3-1/8" 1" 24/2" 1" 2-1/2' 2" 3.1/8" 2' 0.48" 0.54" 0.324" Embedment On . 14/4" 14/4" 14/4" 1-314" 2° 1 -1/4" 1 -114" 1 -1/4" 1 -114" 1 -114° 1 -1/4" 2" 1418" 1-318° (see note 4) 2 Amhara (a 4.76° Mtn. O.C. / Standard or Otiaet Cllp (Fig. 1): 320 lbs 390 lbs 450 lbs 890 !be 1644 Ili 270 Bra 260 lbs 354 lbs 740 lbs 468 Um 6841be 11821b8 3281bs 420 86 580 Drs 4 Anchors 6 1.16" Mhi. O.C. / Standard (or Olean Clip (FIg. 2): 480 lbs 700 lbs N/A NIA NIA NIA 380 lbs ABA NIA WA NIA NIA 652 lbs 840 lbs 1120 Ms 4 Anchors , 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 3): 780 lbs 780 lbs 680 Ors 1580 lbs 1698 lbs 540 Ors 560 lbs NIA 760 lbs 938 lbs 880 Ms 2384 lbs 652 Ms 840 Ms 1120 lbs 2 Anchors at 0.45" Mln. O.C. ! U -Clip, Into 1/8" Alum. (Fig. 4): N/A N/A N/A NIA NIA N/A N/A N/A N/A NIA N/A NIA NIA NIA 718 lbs 1 Anchor! F-G!p (Flg. 5): 195 lbs 195 lbs 225 IN 445 Ida 822 lbs 135 lbs 140 Ms 177 lbs 370 lbs 234 lbs 3321bs 591 lbs 183 Ibe 210 Ms 280 lbs 2 Anchors W. 1.18" Min. O.CJ F-Clip (Fig. 8): 240 Ma 350 Its NIA N/A NIA NIA 190 lbs N/A NIA NIA NIA NIA 328 lbs 420 lbs 580 Ms NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • 0 0 • FIGURE 3: • • FIGURE 4: 181 FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 8: O • • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI) x ( ANCHOR•CAP....) = ANCHOR CAP.., %MULLION CAP.,,,,,,T„„„ 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 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 UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 8063 -T5 AND BE A MINIMUM OF .126" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126° THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL -°-� 1.000` �-- 1° X 2" X .376" MULLION 0 id N CC Q PRODUCT REVISED as complying with the Florida Building Code Acceptance Na Ex iiatio' Date ``Alt III /11111 > ', \ > N.( LYNN 1,j/j / R '. •.* * • No. 58705 . = i� •• STAVE O . • �� ,IS/0NM- A. LVSI MILL R, P.E. FL P.E.# 58705 TABLE 3A Mullion Ca ac ity Table (lb& t2) 1 x .376 Mouton 2.75 x Alum, Tabs Opening Width (forverticaliy- epataling mullions) or Opening Height (for ltorbomtally-spann , rig mullions) 50 In 80 in 70 In 80 In 90 In 100 In 120 In 140 in I 160 In Rectangular Loading ' Map/Mang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trep/Tdang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading Trapfliiang. Loading Rectangular Loading Trap)Trlang. Loading Rectangular Loading TrapTTdang. Fading 11 h ii II I lIji - 1-314" i 1-3/4° r 1 s I l 1 A I LI II A I II II I I Mullion Capacity O h ii 11 II I li 9 11 Anchor Capacity Required (Ms) II I I 890 lbs f 9 II Anther Capacity Required Qbs) 1 [' 9 4es !Ss G 1 Anchor City Required Ohs) II Ji li iMull Length 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 808 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 621 148.7 1301 170.0 521 127.6 1301 170.0 521 111.6 1301 170.0 521 46 In 170.0 708 170.0 524 170.0 860 170.0 684 170.0 992 170.0 830 170.0 1133 170.0 851 161.8 1139 170.0 677 138.8 1139 170.0 880 113.9 1139 170.0 880 97.6 1139 170.0 680 86.4 1139 170.0 680 50.8251n 170.0 747 170.0 663 170.0 896 170.0 831 187.8 1032 170.0 8134 148.8 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 768 97.9 1032 170.0 768 j 83.9 1032 170.0 758 73.4 1032 170.0 788 54 In 170.0 797 170.0 812 161.3 807 170.0 891 138.2 907 184,7 730 120.0 907 152.6 720 107.5 907 145.0 714 96.8 907 141.1 710 80.8 907 140.0 709 69.1 907 140.0 709 80.8 907 140.0 709 80 In 141.1 735 161.5 626 117.6 735 130.3 611 100.8 735 118.0 590 88.2 736 108.2 690 78.4 735 99.6 883 70.5 736 05.1 678 68.8 735 91.8 674 60.4 736 91.8 674 44.1 735 91.8 574 83 in 121.9 888 130.0 570 101.8 888 111.5 557 87.0 688 98.9 547 78.2 600 90.1 539 87.7 1188 53.9 531 80.9 865 79.8 528 50.8 866 75.8 521 43.13 888 706 521 38.1 888 75.6 521 08 In 108.0 807 112.4 622 88.3 807 96.1 511 76.7 607 86.0 601 08.2 607 77.1 493 68.9 807 71.6 488 53.0 607 87.8 481 44.2 807 83.4 478 ' 37.9 807 62.7 474 33.1 607 82.7 474 72 in 81.6 510 65.8 443 88.0 510 73.0 434 •10 64.3 428 51.0 510 67.9 419 45.4 610 53.3 413 40.8 810 60.0 408 34.0 510 46.9 402 29.2 510 44.4 399 25.6 610 44,3 399 78 In 89.4 468 72.5 400 67.8 468 61.7 392 49.8 458 54.1 385 43.4 468 48.8 378 38.8 468 44.6 , 373 34.7 468 41.6 388 28.9 468 37.7 382 24.8 468 36.0 369 21.7 488 35.7 368 78 In 84.2 435 87.0 381 53.5 435 68.8 373 45.9 435 49.8 388 40.1 436 44.7 360 35.7 435 40.9 355 ` 32.1 435 38.1 351 28.6 435 34.4 344 22.9 435 32.6 341 20.1 435 32.2 340 90 In 41.8 327 43.1 290 34.8 327 38.4 285 29.9 327 31.8 280 28.1 327 28,3 276 23.2 327 28.7 271 20.9 327 23.7 288 17.4 327 21.0 282 14.9 327 19.3 258 88 in 34.4 287 35.4 257 28.7 287 ' 29.9 262 ! 24.8 287 28.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 16.9 232 - 108 In 24.2 227 24.7 205 ( 20.2 227 20.8 201 17.3 227 18.0 198 27 18.0 195 111 in 22,3 215 22.7 194 18.8 215 19.1 191 15.9 216 18.6 186 120 In 17.6 184 17.9 167 TABLE 3B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollo>M CMU Filled CMU PT Wood Metal Anchor Type: 3/18' EIco Uitrecon 1/4" Boo Ullracon 5118° Elco Uitrecon 3/18" Boo Ulbracon 114" Boo Ultracon 1/4' 8S EMI) AggreCiator 6/18" Elea Uitracan 1/4' 88 Boo AggreGator #10 Steel Screw (OS) 012 Steel Screw (G6) 812 Steel Screw (06) Edge Distance (in): f 2 -112° 1° 2 -1/2" 3 -118" 1" 2 -112" V 2112" 2" 3-118" 2" 0.48° 0.64" 0.324" Embedment (In): - 1-314" 1414" 1-3/4° 1.3/4° 4 2" 1 -114' 7 1 -114" 1-1/4" 1 -1/4" 1 -114° 1 -1/4" 2" 1-3/8" 1-319" (see note 4) M a h a l ; 390 lbs 3901bs 4501bs 890 lbs 16441bs 270 lbs 2801bs 384 lbs 740 lbs 4es !Ss ' 884 lbs 1182 Ibs 328 lbs 4201bs 680 Ibs 4 Anchors ®1.16° Min. O.0 I Standard (or Offset) Clip (Fig. 2): 480 lbs 700 Ibs NIA NIA WA N/A 380 ms WA N/A N/A WA WA 682 Ibs 840 Ibs 1120 lbs 4 Anchors S" Min. O.C.1(2) 2r6 Angle Cilps 1(Fig. 3): 780 lbs 780 Ibs 880 lbs 1580 Ibs 1888 lbs 640 ma 560 lbs WA 760 lbs 938 lbs 880 lbs 2384 lbs 652 lbs 840 lbs 1120 lbs 2 Anchors ® 0.48° Min, O.C. I U -Clip, Into 118' Alum. (Fig. 4) N/A N/A WA N/A ' WA WA WA WA WA WA WA WA NIA NIA 718 Om 1 Anchor / F-Clip (Fig. 5) 195 lbs 195 lbs 225 lbs 446 Ibs 822 lbs 136 lbs 140 lbs 177 lbs 370 Ws 234 lbs 332 lbs ,L 591 lbs 183 lbs 210 Ibs 280 lbs 2 Anchors 0 1.15" Min. O.CJ F -Clip (Fig. 6g4 240 lbs 350 lbs WA N/A N/A WA 190 lbs WA N/A WA N/A WA 328 lbs 420 Ibs 580 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: O O FIGURE 3: 0 • FIGURE 4: IBI FIGURE 2: • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 5: O • FIGURE 6 • • TABLE NOTES: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI) X (ANCHOR CAP. ""°"9 1 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. 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) MULUON 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 SG OF 0.65. ALUMINUM SHALL BE 6063 -T6 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 A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -I 1.000° 2.750° 1° X 2.75" X .375" MULLION •V 8 W a co D 2 to to I� CV X O M k I 4 A PRODUCT REVISED as complying with the Flotida Building Code Acceptance No E 'rationtlato By 1/I ` �...r� Y�' rN0.2' / l" 7d9/,, i * No. 58705 ! E OF't iS1ONA1- V�. A. LYI(IN WL'I R, P.E. FL P.E.# 58705 TABLE 4A Mullion Capaci Table Nt2) i x 276 x .650 Alum. MuII(On Opening Width (for vertically-spanning mullions) or Opening He ght (for horizontally -spann ng mullions) 60 in 88 In 70 Rectangular Loading In TraplTrieng. Loading 80 Rectangular Loading in TrapITriang. Loading 90 Rectangular Loading In Trep/Tdang. Loading 100 Rectangular Loading in Trep/Triang. Loading 120 Rectangular Loading In Trep/Tdang. Loading 1401n Rectangular Loading Trap Triang. Loading 1801n Rectangular Loading Tiap/Tdang. Loading Rectangular Loading TraplTdang. Loading Rectangular Loading Trap/Tdang. Loading 2112" 3-1/8" 1" 2-112' 1" 2-1/2° fi 3-1/8" � 0.48" 0.64" 0.324' Embadmest (in): 1-3/4" 1-3/4" 1.3/4" 1-3/4" I11 1 -1/4" a 1 -1/4° 1 -1/4" 1 -1/4" 1 -1/4" 2" 1-3/8" 1 -3/8" (see note 4) 2 Anchors @ 4.75" Min. O.C. / Standard or Offset alp (Fig. 1): 380 Ms 390 Ibe _ 450 lbs fi 1 a 1 280 lbs 354 lbs 421n 170.0 620 170.0 435 170,0 744 170.0 478 1 170.0 888 170.0 608 170.0 892 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1458 170,0 521 155.7 1620 170.0 521 138.8 1820 170.0 521 48 in 170.0 788 170.0 824 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 880 ; 141.7 1417 170.0 680 121.8 1417 170.0 880 108.3 1417 170.0 880 50.825 In 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1048 170.0 684 170.0 1195 170.0 723 182.6 1288 170.0 747 148.3 1288 170.0 758 121.9 1288 170.0 758 104.5 1288 170.0 758 91.4 1288 170.0 768 54 in 170.0 797 170.0 812 170.0 958 170.0 691 170.0 1118 170.0 754 160.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 858 100.5 1130 170.0 681 88.1 1130 170.0 881 75.3 1130 170.0 881 80 In 170.0 885 170.0 701 148.5 915 162.3 761 125.5 916 144.5 748 109.9 915 132.3 735 97.6 915 123.9 726 87.9 915 118.5 720 73.2 915 114.4 715 62.8 915 114.4 716 54.9 915 114.4 715 63 1n 151.8 830 161.9 710 129.5 830 138.9 694 10.5 830 123.2 881 94.9 830 1122 670 84.4 830 104.6 662 75.9 830 99.4 658 63.3 830 94.5 849 54.2 830 94.1 849 47.4 830 94.1 649 661n 132.1 757 140.0 650 110.0 757 119.8 838 94.3 757 105.9 624 82.5 757 98.1 614 73.4 757 89.1 800 68.0 767 84.2 600 56.0 757 79.0 593 47.2 757 78.2 591 41.3 757 78.2 591 72 In 101.7 638 108.8 552 84.8 838 91.0 540 72.7 636 80.1 630 ! 63.8 888 72.2 521 58.5 838 68.5 514 50.9 830 62.3 508 A 42.4 838 57.2 500 38.3 838 55.3 497 3t8 838 65.2 497 78 In 88.5 571 90.4 498 72.1 571 78.8 465 • . 1 67.4 479 54.1 571 60.8 471 48.0 571 55.5 484 43.2 571 51.8 459 38.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44.5 448 78 In 80.0 542 83.4 474 68.7 542 70.8 485 57.1 542 62.1 458 50.0 542 65.7 449 44.4 842 51.0 442 40.0 642 47.5 437 33.3 542 42.9 429 28.8 542 40.8 428 25.0 542 40.1 423 90 In 82.1 407 63.7 881 43.4 407 45.4 355 37.2 407 88.8 349 32.6 407 35.3 343 ' 28.9 407 32.1 338 28.0 407 29.6 334 21.7 407 28.1 327 18.6 407 24.1 322 16.3 407 23.0 319 98 In 42.9 888 44.1 320 35.8 358 37.2 314 30.7 21.5 358 283 32.4 22.5 309 2• 28.8 18.8 358 283 28.8 19.9 304 4 23.8 16.7 358 283 28.1 18.0 300 240 21.5 15.1 356 283 24.0 15.5 296 237 17.9 358 21.0 289 15.3 358 19.2 284 108 In 30.1 283 30.8 255 25.1 283 25.9 251 111 in 27.8 287 28.3 242 23.1 267 23.6 238 19.8 287 20.6 235 17.3 287 18.3 231 15.4 287 18.6 228 1201n 22.0 229 22.3 209 18.3 229 18.8 205 16.7 229 18.2 202 TABLE 4B Anchor Capacity Table (Ibs) Anchor Clip Patterns _ Substrate: 2.7k Concrete 3.6k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 9118" Elco Ultredson 114 Elco Ultracon 5118" Ultracon 3/16" Elco Uitrewn 1/4" Elao Ultracorr 114" SS Elco AggreGator 5116" Soo Uitrecan 1/4" SS Elco AggreGator 010 Steel Screw (GB) 8.12 Steel Screw (GS) 012 Steel Screw (05) Edge Distance (in): 1" 2 -1/2" 1" 2112" 3-1/8" 1" 2-112' 1" 2-1/2° 2" 3-1/8" T 0.48" 0.64" 0.324' Embadmest (in): 1-3/4" 1-3/4" 1.3/4" 1-3/4" 2" 1 -1/4" 1 -1/4" 1 -1/4° 1 -1/4" 1 -1/4" 1 -1/4" 2" 1-3/8" 1 -3/8" (see note 4) 2 Anchors @ 4.75" Min. O.C. / Standard or Offset alp (Fig. 1): 380 Ms 390 Ibe _ 450 lbs 880 lbs 1844 lbs 270 lbs 280 lbs 354 lbs 740 Ibs 488 lbs 884 Ibs 1182 lbs 1 3281W 4201bs 580 Its 4 Anchors @ 1.16" MM. O.C. / Standard (or Offset) Clip (Fig. 2): 480 lbs 700 lbs N/A WA N/A MA 380 lbs N/A NA WA NIA N/A 652 lbs • 0 .- 1120 lbs 4 Anchors 0 3" Min. O.C. / (2) 2x5 Angle Cups / (Fig. 3): 780 lbs 780 lbs 880 lbs 1580 lbs 1896 ire 540 lbs 580 Ms NA 760 lbs 936 lbs 880 lbs 2384 Ms 852 !be (Zell 1120 Ms 2 Anchors @ 0.45" Mk. O.C. / U -Clip, Into 118" Alum. (Fig. 4): N/A MA N/A NA NIA NA NA NA NA N/A N/A N/A NA 1 716 Ms 1 Anchor I F -Clip (Fig. 5): 195 lbs 195 lbs 225 lbs 445 lbs 822 lbs 135 lbs 140 Ms 177 lbs 370 Ms 234 !be 332 lbs 591 lbs 163 lbs 210 !be 280 lbs 2 Armhole 6 1.15" Min. O.CJ F-dtp (Fig. 6): 240 lbs 350 lbs NA NA N/A NIA 190 lbs N/A WA N/A NA N/A 326 lbs 420 lbs 560 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • 0 O • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: O • FIGURE 6: • • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X ( ANCHOR CAP.F",,,,,,at) = 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 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. 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 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 SG OF 0.55. ALUMINUM SHALL BE 8063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 2.750" 1.000" 1° X 2.75" X .650° MULLION Iwo iIi 8 d v/ Z N i I �Q m 0 PRODUCT REVISED as complying with the Mori* Building Code Acceptance No r rr Ex z iraIioz t dte Mi 0. K. ! Al /t'' %/ III '..et Ill -1 116 01"11111/ ', \\N‘` #l. LYNN /J,�7�` i//i b0i&; . NOoN58M705 : A' */. MP E. FL P.E.# 58705 r TABLE 5A Mullion Capacity Table (ihe/ftt) 1" x 3.125" x .500" Alum Tube Mun Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally-spanning mullions) 50 in 60 in 70 In 80 in 80 In 100 in 120 In 140 In 160 In Rectangular Ling TrapiMang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading TMC/Triang. Loading Rectergdar Loading Trap/Nang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Tres/Mang. Loading Rectangular Loading Trap/Mang. Loading 2-1/2" AMChorCep ity Requ and (lbs) 111111111111111111 _ 0.48" h 0.324° _ ,i± _ # 1 Anchor Capacity Required (ibs) If _ o f 1 -1/4" 280 Ibs _ h A' # _ i k _ 1 1-318 328 Ibs _ 1 Mullion Capacity Obsmz _ I 4 Anchors at 1.15" Min. O.C. / Standard Clip (Fig. 2): Anchor Capacity Required (Ibs) IIIJIIIJIIIIIIIIIIII _ HI N/A N/A _ WA h I II IMuff Length 42 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 658 170.0 505 170.0 892 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 621 170.0 1735 170.0 521 164.4 1802 170.0 521 481n 170.0 708 170.0 624 170.0 850 170.0 584 170.0 982 170.0 830 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 680 157.7 1577 170.0 880 135.1 1577 170.0 680 118.2 1877 170.0 680 50.625 In 170.0 747 170.0 563 170.0 896 170.0 831 170.0 1048 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 141.7 1495 170.0 758 121.5 1495 170.0 766 106.3 1495 170.0 758 54 in 170.0 797 170.0 812 170.0 858 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 168.1 1401 170.0 837 149.6 1401 170.0 858 124.6 1401 170.0 881 108.8 1401 170.0 661 93.4 1401 170.0 881 60In 170.0 885 170.0 701 170.0 1053 r. 170.0 797 158.5 1158 170.0 878 1 138.7 1158 187.0 . 928 123.3 1158 158.5 917 111.0 1158 149.7 910 92.5 1158 144.6 903 79.3 1158 144.5 003 89.4 1156 144.5 903 831n 170.0 930 170.0 745 169.8 1049 170.0 850 137.0 1049 155.6 660 ! 119.8 1049 141.7 846 106.5 1049 132.0 838 95.9 1049 ' 125.6 B28 79.9 1049 119.3 820 68.5 1049 118.9 610 69.9 1049 118.9 819 661n 188.8 955 170.0 789 139.0 955 161.3 804 119.1 955 133.7 788 , 104.2 955 121.4 776 92.6 955 112.8 765 83.4 955 108.4 767 89.5 955 98.8 749 69.8 855 ' 98.7 745 62.1 955 88.7 746 721n 128.5 803 134.9 697 107.0 803 114.9 682 91.8 803 101.1 870 80.3 803 91.2 859 71.4 803 83.9 849 84.2 8031 78.6 642 53.6 803 72.2 632 45.9 803 89.8 828 40.1 803 69.7 627 78 In 108.2 721 114.1 629 91.0 721 97.0 818 78.0 721 85.1 805 1 68.3 721 76.6 595 60.7 721 70.1 686 54.8 721 85.4 579 45.5 721 59.4 589 39.0 721 58.6 584 34.1 721 58.1 583 181n 101.0 684 105.4 598 64.2 8134 89.4 687 72.2 684 78.4 676 63.1 684 70.4 587 58.1 884 64.4 658 50.5 684 59.9 551 42.1 854 54.1 541 36.1 884 51.3 538 31.6 884 50.6 534 90 in 85.8 514 87.9 458 54.8 614 57.3 448 47.0 514 60.0 440 41.1 514 44.8 433 38.5 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 614 30.4 408 20.6 614 29.0 403 96 In 54.2 452 65.7 404 45.2 452 47.0 393 38.7 452 40.9 390 33.9 452 38.4 384 30.1 452 32.9 378 27.1 482 30.3 373 22.6 452 26.8 385 19,4 452 24.2 359 18.9 452 22.8 355 108 In 38.1 357 r 38.9 322 31.7 357 32.7 317 27.2 367 28.4 312 23.8 357 25.2 308 21.1 367 22.7 303 19.0. 357 20.8 289 16.9 367 18.0 293 13.6 357 16.2 287 .11.9 357 15.0 283 111 in 35.1 338 35.8 308 28.2 338 30.1 301 25.0 338 28.1 208 21.9 338 23.1 292 19.5 338 20.8 288 17.5 338 19.0 284 14.8 338 16.5 278 12.6 338 14.8 273 11.0 .. 338 13.6 289 120 in 27.7 289 28.2 283 23.1 289 23.7 259 19.8 289 20.8 258 17.3 289 16.1 252 15.4 289 18.3 249 13.9 289 ' 14.9 248 11.6 289 12.8 240 9.9 289 11.4 238 8.7 289 10.4 232 TABLE 5B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Fillet CMU PT Wood Metal Anchor Woe: 3/16° Elco Ultracon 1/4" Elm Ultracon 5116" LirCO Ultracon 3/16" Moo Uitrecon 1/4° Else Ultras 1/4° 86 Elco AggreOator 6116° Elco UAtracon 1/4° SS Elco AggreGatar 010 Steel Screw (05) 012 Steel Screw (65) 042 Steel Screw (05) Edge Distance (In): r 1" 21/2' 1" 2-1/2' 3.1/6" 1' 2-1/2" 1° 2-1/2" 2" 3.1/8" 2° 0.48" 0.54" 0.324° Embedment (In): Min. O.C. / Standard Clip (Fig. 1): 1-3/4" 390 Ibs 1-3/4° 390 Ors 1 -3/4" 450 Ibs 13/4" 890 lbs 2" 1844 Ibs 1 -1/4" 270 ibs 1 -1/4" 280 Ibs 1 -1/4" 354 ibs 1 -1/4" 740 Ibs 1 -1/4" 48B Ibs 1-1/4" 684 lbs 2" 1182 Ibs 1-318 328 Ibs 1.318" 420 lbs (see note 4) 660 Ilan 2 Anaimrs @ 4.75" 4 Anchors at 1.15" Min. O.C. / Standard Clip (Fig. 2): 460 lbs 700 lbs N/A WA N/A N/A 380 !6a WA NIA N/A WA NIA 652 lbs 840 lbs 1120 Ibs 4 Anchors ®3" Min. O.C. / (2) 2x6 Angle Clips (Fig. 3): 780 lbs 780 lbs 880 Ibs 1560 lbs 1896 lbs 540 lbs 580 lbs N/A 760 OR 938 lbs 880 lbs 2364 tbs 652 lbs 840 lbs 1120 lbs 3 Anchors t., 0.45° Min. O.C. / U -Clip, Into 1I8" Alum. (Fig. 4): N/A N/A WA N/A WA WA WA N/A N/A N/A N/A NIA WA WA 1074 lbs 1 Anchor I F -Clip (Fig. 6): 185 lbs 195 lbs 226 lbs 445 lbs 822 lbs 135 lbs 140 lbs 177 lbs 370 lbs 234 lbs 332 lbs 591 lbs 163 lbs 210 lbs 280 Ibs 2 Anchors @ 1.15' Min. O.C. / F-Clip (Fig. 61 240 lbs 350 lbs N/A WA . WA N/A 190 lbs WA WA N/A NIA N/A 328 lbs 420 lbs 560 lbs FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: 0 O FIGURE 3: • • FIGURE 4: 'UI FIGURE 2: • • S • • • ANGLE CLIP MUST BE USED iN PAIRS. FIGURE 5: O • FIGURE 6: • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR) X { ANCHOR CAP.F,T,) ANCHOR MULLION ,J 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 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 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 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1-.11 .000"•-I 1" X 3.125" X .5" MULLION (1" VF MULLION) 07 c0 I r 2 U) O ao0 ('RODUCT REVISED as camplyir/gwilh the Plbf Building Cade . MAcceptance No By • / ode Pr@dtwt �\ \1111111 `w! ■'% .A•4 .LYNN ogr ' No. 58705 •• =-a •. * t. If • g= ��p • STA E i T FLOR{Oi" ••'�•j'� =� A. LYNJ FL P.E.# 58705 TABLE 6A Mullion Capacity Table (Ibalft2) 1 x 4 x .125 Alum. Tuba Opening Width (for vertically-spanning mullions) or Opening Haight (for horizontally- spanning mullions) 60 in 60 in 70 In 80 In 90 In 100 In 120 In 140 h1 180 In Rectangular Lading Trap/1Hang. Loading Rectangular Loading TreplTrlang. Loading ' Rectangular Loading Trap/Mang. Loading Rectangular Loading TrapJTdang. Landing Rectangular Loading Trap/Trlang. Loading Rectangular Loading Tiap/Tdang. Loatrn g Rectangular Loading Trapfriang. Loading Rectangular Loading TrapTTdar•. Loading Rectangular Loading i Treprrdang. Loading II li (r _„ 2" 0.48" 0.64° 0.324" Embedment (in): , 14/4" 14/4° 1-3/4" 1-3/4" 2" 1 -1/4" 1 -114" Anchor Capacity Required Os) 1 -1/4" AnchorCapaeAY Required (lbs) IhIi LI .t1 11 at,. ik ii ii 3110 lbs Anchor Capacity Required Os) 1 Anchor Capacity Required (Ibs) 2 Anchor Capacity Required) !I hIhh ii II fa ii i 11 i li 3281bs 42 In 170.0 820 170.0 436 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 621 145.8 1489 170.0 521 127.6 1489 170.0 521 46 In 170.0 708 170.0 624 170.0 860 170.0 684 170.0 992 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 077 158.3 1303 170.0 880 130.3 1309 170.0 880 111.7 1303 170.0 880 07.7 1303 170.0 880 60.826 In 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1196 170.0 723 188.1 1236 170.0 747 140.5 1236 170.0 768 117.1 1235 170.0 768 100.4 1236 170.0 758 87.8 1235 170.0 768 64 In 170.0 797 170.0 812 170.0 958 170.0 881 170.0 1116 170.0 784 154.4 1158 170.0 803 137.2 1158 170.0 837 123.6 1158 170.0 856 102.9 1168 170.0 881 88.2 1168 170.0 851 77.2 1158 170.0 881 80 In 170.0 885 170.0 701 188.7 1042 170.0 797 142:9 1042 161.1 832 125.1 1042 148.7 815 111.2 1042 138.8 801 100.0 1042 130.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 82.5 1042 125.1 782 83 In 170.0 930 170.0 745 161.2 992 163.8 818 129.8 992 144.4 799 113.4 992 131.0 782 100.8 992 121.4 788 80.7 992 114.8 768 75.8 992 108.4 745 84.8 992 108.0 744 58.7 992 108.0 744 68 In 165.4 947 170.0 789 137.8 947 148.0 788 118.1 947 130.3 788 103.4 947 117.7 752 91.9 947 108.7 739 82.7 947 102.2 727 89.9 947 95.1 713 69,1 947 94.0 711 51.7 947 94.0 711 enim Lent 72 In 135.9 849 142.7 737 113.2 849 121.8 722 97.0 849 108.9 708 84.9 849 98.4 898 76.5 849 88.7 888 87.9 849 82.7 876 88.8 849 76.3 859 48.6 849 72.5 852 42.6 849 72.4 851 78 In 116.6 782 120.7 886 98.3 762 102.8 852 825 782 90.0 840 722 782 80.9 829 84.2 782 74.2 CO 67.8 782 89.2 613 48.1 782 82.8 802 41.3 782 59.9 597 38.1 782 59.4 595 78 In 108.9 724 111.4 834 89.0 724 94.8 821 78.3 724 82.9 809 88.8 724 74.4 699 59.4 724 68.1 691 53.4 724 83.4 683 44.5 724 57.3 673 38.2 724 54.3 587 33.4 724 53.5 585 9O In 89.8 543 71.8 483 58.0 843 80.7 474 49.7 1 543 62.9 488 43.5 543 47.1 458 38.8 643 42.8 462 34.8 543 39.6 448 29.0 643 34.9 438 • 24.8 543 32.1 430 21.7 543 30.7 428 98 In 57.3 478 68.9 427 47.8 478 49.7 419 40.9 478 43.2 412 35.8 478 38.5 408 31.8 478 34.8 400 28.7 478 32.0 396 23.9 478 28.1 388 20.6 478 25.8 380 17.9 478 24.2 378 109 in 40.3 377 41.1 341 33.6 377 34.6 335 28.8 377 30.0 330 25.2 377 28.8 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.4 377 17.1 304 111 in 37.1 357 37.8 323 30.8 367 31.8 318 28.6 367 27.8 313 23.2 367 24.4 308 20.8 357 22.0 306 18.5 367 20.1 301 16.4 357 17.4 284 120 In 29.3 308 29.8 279 24.5 308 25.1 274 21.0 306 21.7 270 18.3 308 19.2 287 18.3 308 17.3 283 144 in 17.0 212 17.2 196 TABLE 6B Anchor Capacity Table (lbs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor 3/16° F Ultrecon U4 El co UNratxm " ' 5/18" Eton Ultras r 3118" Wasson 1/4" Elm lAtracorr 1/4" SS Elco Aggregator 6118" Elco Macon 114" SS Elco Aggregator 010 Steel Screw (05) 012 Steel Screw (05) 012 Steel Sorry (66) Edge Distance (In): 1" 2-1/2' 1" 2 -1/2" 3-118' 1" 2-1/2" 1" 21/2" 2° 3.1/8" 2" 0.48" 0.64° 0.324" Embedment (in): , 14/4" 14/4° 1-3/4" 1-3/4" 2" 1 -1/4" 1 -114" 1 4/4" 1 -1/4" 1-1/4° 1 -1/40 2" 13/8" 1 -3/8" (see note 4) 2 Anchors @ 4.75" Mln. O.C. / Standard Clip (Fig.1 or 2): 3110 lbs 390 lbs ` 450 lbs 890 be 1644 lbs 270 lbs 260 lbs 364 lbs . 7401hs 458 lbs 664 lbs 1182 lbs 3281bs ' 420 lbs 680 Ibe 4 Anchors @ 2.25' Min. O.C. I Standard Clip (FIg. 3): 700 lbs 700 lbs 550 lbs 1410 Ws 952 lbs WA 680 lbs N/A 630 lbs N/A 880 lbs N/A 652 lbs 840 lbs 1120 lbs 8 Anchors ®1.16 Min. O.C. / Standard Clip (Fig. 4): 980 lbs 1400 fibre N/A N/A N/A N/A 780 lbs WA WA WA N/A WA 1304 lbs 1880 Ws 2240 lbs 4 Anchor 02 3" MM. O.C.1(2) 2x6 Angle Clips (Fig. 5): 780 lbs 780 lbs 900 Ibis 1780 lbs 3288 !be 540 lbs 880 lbs 708 lbs 1480 lbs 936 lbs 1328 lbs 2364 lbs 602 lbs 840 Ms 1120 lbs 6 Anchors {n 3" Min. O.C. / (2) 2x5 Angie Clips (FIg. 8): 1170 lbs 1170 lbs 1020 lbs 2340 lbs 2844 lbs 810 lbs 840 lbs N/A 1140 lbs 1404 lbs 1320 lbs 3548 On 978 lbs 128011• 1680 lbs 4 Anchors �.. 0.45 Min. O.C. I U -Clip, Into 1/8" Alum. (Fig. 7): WA N/A N/A N/A N/A WA N/A N/A WA N/A N/A N/A N/A N/A 1432 lbs 2 Anchors 0 2.25° Mtn O.C. I F-Clip (Flg. 6): 360 lbs 360 lbs 290 lbs 705 lbs 476 lbs N/A 280 lbs N/A 316 lbs 0 lbs 440 lbs 0 lbs 328 lbs 420 lbs 580 lbs 4 Anchors 01.16" Min. O.C. / F -Clip (Fig. 9): 460 lbs 700 lbs WA WA N/A N/A 380 lbs N/A N/A NIA N/A N/A ' 652 lbs 840 tin 1120 lbs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2. FIGURE 3. • O 0 0. 0 0•• 0 0• o ° 0 • o ° ° o • ° ° • FIGURE 5: • • • FIGURE 6: • • ANGLE CLIP (FIGURES 5816) MUST BE USED IN PAIRS. FIGURE 4. • • • • FIGURE 8 0 O • • FIGURE 7: FIGURE 9: • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,°,))(' ANCHOR CAP.,,„„„.„) =ANCHOR CAP.,°°, %MULLION CAP., ,T L 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. 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 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 AC1 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 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --1 1.000° I--- .125° 1.X4'X.125 °MULLION z 0 co D W z W H Q 2 coo Inv- 0 M tO t X T 2 PRODU& REVISED as complying with the Florida Building Cede Acceptance No pirationibate By Mi pi/.� 1.'41�J�, •/ n ' '/ ads product • ; ,``1►ytiitll/i,,,, , ```.,\ On.( LYNN , 1/ .' * - * ; 1.1o.58705 S.. FLOR101'.... ~� / /// SWONA . A. LYNN MILLER, P.E. FL P.E.# 58705 ,TEOF '_� TABLE 7A Mullion Capacity Table (lbs/ftt) 1 x 4 x .375 Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally- spanning mullions) 50 in 60 in 70 in 80 In 90 41 100 In 120 in 140 In 1601n Rectangular Loading 6178° Elco Uliracon Trap(Tdang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading . Traplydang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading TreprTdang, Loading Rectangular Loadfrg Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading TrapITriar•. Loading Rectangular Loading TrapRrdang. Loading Alum. Mullion Tube I Anchor Capacity Requited (Has) I ii ii: II 1 il ii ii II II II ii II i. ii I II I I li II ii ii II al 11 11 1-3/8" 1 II II ii 11 91 lbs •: ill i il II II ii II / it 11 ii 11 / ii 11 la li t 2t 42 In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 598 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 48 In 170.0 708 170.0 624 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 681 723 170.0 170.0 1275 1345 170.0 170.0 677 747 170.0 170.0 1417 1494 170.0 170.0 680 750 i170.0 i 170.0 1700 1793 170.0 170.0 680 750 170.0 156.0 1983 1919 170.0 170.0 880 758 161.8 136.5 2024 1919 170.0 170.0 680 756 50.625 In 170.0 747 170.0 563 170.0 898 170.0 831 ' 170.0 1046 170.0 664 170.0 1195 170.0 84 In 170.0 797 170.0 812 170.0 950 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 868 169.9 1799 170.0 561 137.1 1709 170.0 881 120.0 1799 170.0 881 801n 170.0 885 170.0 701 170.0 1063 A 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1694 170.0 998 155.5 1819 170.0 1033 129.8 1819 170.0 1083 111.0 1619 170.0 1093 07.2 1619 970.0 1063 83In 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1489 170.0 1018 158.7 1542 170.0 1078 141.0 1542 170.0 1122 117.6 1542 188.5 1158 100.7 1642 167.9 1167 88.1 1642 187.9 1167 881n 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1384 170.0 1002 160.6 132.0 1472 1320 170.0 149.9 1086 1082 142.8 117.3 1472 1320 168,8 137.8 1148 1055 L128.5 105.6 1472 1320 168.8 128.8 1130 1049 107.1 88.0 •1472 1320 147.8 117.0 1108 1024 91.8 76.4 1472 1320 146.0 112.8 1104 1013 80.3 88.0 1472 1320 148.0 112.5 1104 1012 721n 170.0 1083 170.0 878 170.0 1275 170.0 1008 160.8 1320 168.2 1101 78 In 170.0 1122 170.0 937 149.6 1184 159.4 1013 128.2 1184 139.9 894 112.2 1184 126.7 976 89.7 1184 115.3 884 89.8 1184 107.6 952 74.8 1184 97.8 935 64.1 1184 98.1 927 68.1 1184 92.3 925 781n 188.1 1124 170.0 967 138.4 1124 147.0 985 118.6 1124 128.6 947 103.8 1124 115.8 931 92.3 1124 105.8 918 83.0 1124 98.5 908 69.2 1124 89.0 890 69.3 1124 84.3 881 61.9 1124 83.2 878 90 In 108.1 844 111.5 760 90.1 844 94.3 736 77.2 844 82.1 724 67.0 844 73.3 712 60.1 844 88.5 702 54.0 844 81.4 893 45.0 844 54.2 878 38.8 844 60.0 868 33.8 844 47.7 662 98 In 89.1 742 91.5 683 74.2 742 77.2 862 83.9 742 87.2 841 56.7 742 69.8 631 49.5 742 64.1 622 44.6 742 49.8 614 37.1 742 43.6 800 31.8 742 39.8 590 27.8 742 87.6 584 108 In 82.8 586 03.9 530 82.1 586 53.8 521 44.7 580 48.6 513 39.1 588 41.4 505 34.8 588 37.3 498 31.3 555 34.2 492 28.1 596 29.6 481 22.3 586 26.6 472 19.6 568 24.7 465 111 In 57.6 555 68.8 1 603 48.0 655 49.5 495 41.2 655 42.9 487 38.0 655 38.0 480 32.0 655 34.2 473 28.8 555 31.3 467 24.0 555 27.1 457 20.0 555 24.3 448 18.0 565 22.4 442 1201n 45.6 476 48.4 433 38.0 476 39.0 426 32.6 475 33.7 420 28.5 478 29.9 414 26.3 475 26.8 409 72.8 476 24.5 404 19.0 476 21.1 395 1 16.3 476 18.7 387 14.3 476 17.2 381 1441n 28.4 330 28.7 306 22.0 330 22.4 301 18.8 330 18.3 297 16.6 330 17.0 293 E 7B : FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2. • 0 0 0 0 0 O • • 0 0 0 0 • FIGURE 3: ,• • 0 0 FIGURE 5: • • FIGURE 6: 0 0 • • ANGLE CLIP (FIGURES 5 66) MUST BE USED IN PAIRS. FIGURE 4. • • • • • • • FIGURE 8 0 0 • • FIGURE 7: FIGURE 9 • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR )x ( ANCHOR CAP., „ \ a ANCHOR CAP., `MULLION CAP.,G,,,,� 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. 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 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 ACt 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 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --� 1.000" f•►-- 4.000" .375° 7 1. X 4° X .376" MULLION 0 U) Z 0 W r m PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex. , =tfond2ate By MI Product' `\1tt I l l I1 /t. NN NNN xvi LYNN . iv, ' /',,,� 'S , oGENS6- ..'Q ' * = o A No. 5a '6o05 , ",,,,oNAt, A. L�YNs MILLER, P � E. FL P.E.# 58705 Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: I 2.7k Concrete 9.5k Conc. HoiOw CMU Filled CMU PT Wood Metal Anchor lype: 3116° Elsa Ultrecon 1 /4" Elco Ultracon 6178° Elco Uliracon CO 3/18° ElUltraamr 1/4" Eno Ultracan 1 /4" SS Elco AggreGatar 6/18" Elco Uluecon 114" SS Elco AggreGator #10 Steel Screw (05) 012 Steel Scam (G5) 892 Steel Screw (G5) Edge Distance 1" 21/2" 1" 2 -1/2" 3-1/5" 1" 2-112" 1° 2-112" 2' 3.1/8" 2" 0.48" 0.54" 0.324" Embedment (In): 1.314" 1-314" 1314" 1.3(4" 1 -114" 1 -114" 1 -1 /4" 1 -1/4" 1 -114" 1 -9/4" 2" 1-318" 1-3/8" (see note 4) 2 Anchors M 4.75' Min. O.C. / Standard Corp (Fig. 1 or 2): I i.,: 91 lbs •: . 1 lbs 890 Ms lbs 270 U• 280 lbs 354 Ora , 740 Ibs 488 Ibs 604 lbs 118211* 328 64 4201bs 580 Ms re c 1. Mm. •. I 'Tr'rr- . . 1 700 lbs 700 Ibs 580 Ws 1410169 952 lbs N/A 560 lbs WA 630 M N/A 880 lbs WA 652169 040 lbs 1120 Ibs 8 Anchors @1.1b" iWn. Q.C. / Standard Clip (FIg. 4): W0 lbs 1400 Ibs N/A WA N/A N/A 760 6w N/A N/A WA N/A WA 1304 Ibs 1680 Ws 2240 Ibs 4 Anchors 0 3" Min. O.C. / (2) 2x5 Angie Clips (Fig. 5): 780 lbs 780 lbs 900 Ibs 17801bs 3288 On 540 lbs 600 lbs 708 Ibs 1480 On 938 Ibs 1328 lbs 2384169 652 lbs 840 Ibs 1120lbs 8 Anchors 3" Min. 0.C. / (2) 2x5 Angle Clips (Fig. 6 1170 lbs 1170 lbs 1020 ibs 2340 Ms 2844 Ito 810 II* 840 lbs N/A 1140 On 1404 lbs 1320 lbs 3546 lbs 978 lbs 1280 lbs 1680 lbs 4 Anchors n 0.45 Min. • (Ng. r lbs lbs 705 280 Ws WA 315 lbs 1 lbs 440 lbs 1 21 1 : lbs 4 Anchors ® 1.16" Min. O.C. t F-Clip (FIg. 0): 480 lbs 700 W N/A Ma NIA NIA 380 lbs N/A N/A N/A N/A NIA 652 lbs 840 lbs 1120 lbs : FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2. • 0 0 0 0 0 O • • 0 0 0 0 • FIGURE 3: ,• • 0 0 FIGURE 5: • • FIGURE 6: 0 0 • • ANGLE CLIP (FIGURES 5 66) MUST BE USED IN PAIRS. FIGURE 4. • • • • • • • FIGURE 8 0 0 • • FIGURE 7: FIGURE 9 • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR )x ( ANCHOR CAP., „ \ a ANCHOR CAP., `MULLION CAP.,G,,,,� 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. 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 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 ACt 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 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --� 1.000" f•►-- 4.000" .375° 7 1. X 4° X .376" MULLION 0 U) Z 0 W r m PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex. , =tfond2ate By MI Product' `\1tt I l l I1 /t. NN NNN xvi LYNN . iv, ' /',,,� 'S , oGENS6- ..'Q ' * = o A No. 5a '6o05 , ",,,,oNAt, A. L�YNs MILLER, P � E. FL P.E.# 58705 TABLE 8A 1.25° x 3.188" x .265" Alum Tube Mull 50 in Rectangular Loading 60 In Mullion Ca Opening Width (for vertically-spanning 70 In 80 In ac Table lb mullions) or Opening Height (for horizontally-spanning mullions) 901n 42 In 170.0 620 48 In 170.0 708 Trap/Tdang. ! Rectangular Loading Loading I 170.0 170.0 flil 435 170.0 624 170.0 ii 744 50.825 in 54 In 601n 89 In 68 In 72 In 781n 78 In 90 In 98 In 108 in 111 In 120 In 144 In TABLE 8B 170.0 170.0 170.0 170.0 167.1 128.7 109.4 101.2 65.9 64.3 38.1 35.1 27.5 747 797 885 930 857 804 722 885 515 463 358 338 290 170.0 170.0 170.0 170.0 170.0 135.2 114.4 105.6 69.0 65.8 30.0 35.8 553 170.0 612 170.0 701 170.0 746 180.1 789 139.3 698 107.3 904 804 830 01.2 722 97.2 815 722 600 84.4 685 89.6 688 72.3 695 457 54.9 515 67.6 449 ! 47.1 515 404 45.3 453 47.1 397 38.8 463 950 898 968 1063 1051 967 Trep/lifang. Rectangular Loading Loading 1 170.0 170.0 170.0 170.0 170.0 170.0 181.6 Rectangular Trap!Tdang. Loading Loading 478 170.0 584 x170.0 631 170.0 891 170.0 787 168.9 850 805 115.2 684 137.2 119.4 91.9 78.2 888 992 1048 1118 1169 1061 957 170.0 508 170.0 630 170.0 170.0 170.0 884 170.0 754 170.0 170.0 323 31.8 358 32.8 316 27.2 358 306 .3 338 30.1 170.0 878 155.9 882 790 134.0 101.3 65.3 78.5 60.1 41.0 28.4 301 25.1 338 28.1 871 806 577 441 391 313 297 139.0 120.1 104.4 80.4 68.4 83.3 41.2 33.9 23.8 22.0 16.1 201 28.3 18.3 284 23.2 200 23.8 280 , 19.9 290 20.6 258 17.9 �i 992 1133 1195 1276 1158 1051 967 804 722 685 515 463 358 338 290 1001n 120 In 140 In 160 In Rectangular Ttap/Trtang. Rectangular Trap/Triang. , Rectangular Trap/Tdang. Loading Loading I Loading Loading Loath)) Loading E1 170.0 170.0 170.0 170.0 157.4 142.0 121.6 01.4 78.7 70.5 44.7 38.4 25.2 619 681 723 603 930 848 777 860 698 688 434 386 308 170.0 1116 170.0 1275 170.0 1346 163.1 1378 123.6 1158 170.0 521 ! 170.0 170.0 170.0 170.0 108.7 1051 92.8 957 71.5 804 60.8 722 882 685 38.8 30.2 21.2 616 463 358 23.2 18.2 19.6 338 16.4 290 166.8 677 747 837 919 170.0 187.0 148.8 111.2 1240 1417 1468 1376 1168 170.0 170.0 170.0 170.0 160.0 521 680 766 856 912 Rectangular Trap/Mang. loading Loading Rectangular Trap/Tdang. Loading Loading 170.0 184.6 139.2 122.3 x92.7 1488 1548 1488 1376 1168 6 170.0 170.0 170.0 170.0 144.8 ii it 1 2t 521- 880 768 881 906 170.0 132.7 119.3 104.8 79.4 1735 1648 1488 1376 1168 170.0 170.0 170.0 170.0 144.8 521 880 756 881 905 151.6 116.1 104.4 91.7 69.5 1769 1548 1488 1376 1168 170.0 970.0 170.0 170.0 144.8 660 758 881 905 132.3 837 98.1 1051 126.7 830 80.1 1051 119.6 822 68.0 1051 119.1 821 60.0 1051 119.1 821 112.8 787 63.8 84.1 70.3 64.6 40.6 33.0 22.7 660 688 580 428 379 304 957 108.6 769 69.6 957 100.0 750 59.7 657 98.9 748 62.2 957 98.9 748 64.4 64.7 60.6 33.0 27.2 19.1 804 722 686 615 453 358 78.8 85.5 80.1 37.4 30.4 20.8 643 580 653 422 374 300 53.6 46.8 42.2 27.5 22.8 16.9 804 722 885 615 453 358 72.3 59.5 54.3 33.1 28.6 18.0 633 570 643 413 388 293 48.0 39.1 38.2 23.5 19.4 804 722 685 615 453 69.9 56.7 61.4 30.6 24.3 620 685 637 407 360 40.2 34.2 31.8 20.6 17.0 804 722 686 515 453 89.8 58.2 50.7 29.1 22.9 828 684 538 404 366 20.9 289 17.8 16.4 249 338 19.1 268 188 • FIGURE 1: • Anchor Capacity Table (Ibs) Anchor Clip Patens e Substrate: 2.7k Concrete 3.5k Cone. Hallow CMU Filled CMU PT Wood Metal Anchor Type: 3/16" Eleo Maroon 114" Boo Ultracon 51W dn0 Ultracon 3118° Elco Uitrecon 1/4" F.ico Macon 114° SS Elce AggreGator 6/18" Elea Ultracon 1!4° SS Else AggreGator #10 Steel Screw (G6) 1112 Steel Screw (G5) *12 Steel Screw (G5) Edge Distance (In):, 1° 21/2" 1" 2 -1/2° 3-1/8" 1" 2112° 1• 2-1/2" 2° 3-1/8° 2° 0.46° 0.64" 0.324" Embedment {in) 14/4" 390 lbs 1-3/4" 390 lbs 1-314° 460 Ms 1r314` 890 lbs 2° 1844 Ike 1.1(4" 270 lbs 9.114" 280 lbs 1.1/4° 354 lbs 9 -9/4° ' 7401bs A 1 -114" 488 ibs ' 1 -114" 6841bs 2" 1182 lbs 1 -31e° 328 One 9 -3/8° 4201bs {see note 4) 580 lbs 2 Anchors ® 4.76' Min. O.C. / Standard Clip (Fig. 1) - 4 Anchors ®1.16' Min O.C. /Standard Clip (Ftg. 2)1 480 ibs 700 lbs WA N/A N/A N/A 360 lbs WA N/A N/A N/A N/A 652 Ors 840 lbs 1120 lbe 4 Anchors ®3" Min. O.C. ! (2) 2x6 Angle Clips (Fig. 3): 780 ibs 7801bs 880 lbs 1660 Ms 18981bs 640 Ms 580 lbs N/A 760 lbs 936 lbs 880 lbs 2384 lbs 852 lbs 840 lbs 1120 Ors 4 Anchors ® 0.45° MM. O.C. / U•ClIp, Into 1/8" Alum. (Fig. 4)•. N/A N/A N/A PIA PIA N/A N/A NIA N/A _ NIA N/A N/A N/A N/A 1432 lbs 1 Anchor / F-ClIp (Fig. 5): 185 lbs 195 lbs 225 lbs 445 lbs 822 lbs 135 lbs 140 lbs 177 lbs 370 Ws 234 lbs 332 lbs 591 lbs 163 ibs 210 lbs 280 lbs 2 Anchors ®1.15° Min. O.C. I F-Cilp (Fig. 8): 240 !ha MnrC• crab •ir.aC ACCQCI. !"I 10 1 100 Ti Jr t" w °"°- i.. . r.............. 350 lbs N/A ...■ ...- NIA .- ..... NIA .■_ ■ _ ... NIA - .■■ .... _■ 190 lbs _ _ - WA N/A N/A WA N/A 328 lbs 420 ibs 580 the • FIGURE 1: • O 0 • FIGURE 3: • • FIGURE 4: • • • • FIGURE 5: 0 • FIGURE 2: • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPuo X `ANCHOR CAP. ,,�,.) ANCHOR GAP. `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 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 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 ACt 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 0.56. ALUMINUM SHALL BE 8063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL F'- 1.250 "�I .285" 1.25" X 3.188° X .285" MULLION (1 -1/4° VF MULLION) thi 1;1 ;v 4 Q co PRODUCT' REVISED as complying with the Florida Building Code A €Date Acceptance No 0; Mi.Pmduct' ., oN.( 1.�(NN /Ljj�lr ��. .•'y�GENSE • T� No. 58705 3, a ti3 °tt �w �� ,•' ST E OF ,ss!oNM A. LYNN1I1i IL1ER, P.E. FL P.E.# 58705 By . TABLE 9A Muglon Capacity Table (Ibs/ft2) 2 x 4 x .25 Alum. Tube Mullion Opening Width (for vertically- spanning mufons) or Opening Height (for horizontally-epann ng minions) 50 in 60 In 70 in 80 In 90 In 100 In 120 In 140 In 160 in Rectangular Lauding T rey1'riarg. Loading Rectangular Loading Trep/Trleng. Loading Rectangular Loading Tra�p/Triang. Loading Rectangular Loading TrepllHarg. Loading ! Rectangular Lading Trep/Tr}arg. Loading Rectangular Loading Trsp1Trlang. Loading Rectangular Loading TreplTdang. Loading Rectangular Loading Trept7Fkne• Loading Rectangular Loding lisp/Mang. Loading 2° 1 A ci Z G A8 0.54° l Embedment (In): Anchor Capacity Required (fbs) 1-3/4" li. 2" ci Anoka Capacity Required (Jbs) 1-1/4° y G G 2" G 1-318° G • 2 Anchors ;a 4.75° Mln. O.C. / Standard CI ' (Fig. 1 or 2j: G a 390 lbs 111 h _ 2701bs Anchor capacity R (lbs) Mullion Capacity () G i ma 8 G // a„ la 8 G Pti Mull Length 7 42 In 170.0 620 170.0 435 170.0 744 170.0 478 7700 888 170.0 6a 170.0 882 170.0 618 170.0 1998 170.0 821 170.0 1240 170.0 621 170.0 1488 17W21 WA 880 lbs 170.0 1735 170.0 621 170.0 1983 170.0 521 48 In 170.0 708 170.0 624 170.0 85+ 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 880 1 170.0 1700 170.0 680 170.0 1983 170.0 680 170.0 2287 170.0 680 50.825 in 170.0 747 170.0 663 170.0 898 170.0 63 170.0 1048 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1783 170.0 756 170.0 2092 170.0 768 170.0 2391 170.0 758 54 In 170.0 797 170.0 612 170.0 968 170.0 621 170.0 1116 170.0 754 170.9 1275 170.0 803 170.0 1434 170.0 $37 170.0 1694 170.0 858 170.0 1913 170.0 881 170.0 2231 170.0 881 170.0 2650 170.0 881 80 In 170.0 685 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 998 170.0 1771 170.0 1033 170.0 2126 170.0 1083 170.0 2470 170.0 1083 160.8 2880 170.0 1083 63 In 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1873 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1189 168.7 2553 170.0 1171 145.9 2653 170.0 1171 86 In 170.0 974 170.0 789 170.0 1169 170.0 -+3 170.0 1384 170.0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1166 170.0 1948 170.0 1210 170.0 2338 170.0 1276 161.9 2437 170.0 1286 132.9 2437 170.0 1288 72 In 170.0 1063 170.0 678 170.0 1276 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2126 170.0 1387 145.6 2184 170.0 1488 124.8 2184 170.0 1629 109.2 2194 170.0 1530 76 In 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1670 170.0 1209 170.0 1794 170.0 1322 165.1 1980 170.0 1421 148.6 1980 170.0 1506 123.8 1980 161.6 1548 108.1 1960 164.0 1635 92.9 1980 152.7 1531 78 In 170.0 1151 170.0 967 170.0 1381 + 1118 170.0 1611 170.0 1250 170.0 1842 170.0 1389 182.7 1881 170.0 1474 137.4 1881 183.1 1500 114.5 1861 147.3 1473 98.2 1861 139.6 1458 85.9 1831 137.8 1454 90 In 170.0 1328 170.0 1144 149.1 1398 158.0 1219 127.6 1398 136.0 1198 111.8 1398 121.3 1179 99.4 1398 110.2 1182 89.6 1398 101.8 1147 74.5 1398 89.8 1122 83.9 1398 82.7 1105 65.9 1398 78.9 1096 96 In 147.4 1229 151.5 1098 122,9 1229 127.8 1079 105.3 1229 111.2 1(281 92. 1229 98.9 1044 81.9 1229 89.6 1029 73.7 1229 82.4 1016 61.4 1229 72.2 993 52.7 1229 85.9 977 48.1 1228 62.1 987 108 In 103.5 971 105.8 877 86.3 971 89.0 862 68.4 83 51.8 971 58.6 815 43.1 971 49.0 798 37.0 971 44.0 782 32.4 971 40.8 771 111 In 95.4 919 97.3 832 79.6 919 81,9 818 ria :• :>r9 70.- 1308 59. tam 919 824 >1 74 tlt63l0 =819 =58X408.13 47.7 919 61.8 774 39.7 919 44.8 756 34.1 919 40.2 742 29.8 919 37.1 732 1201n 76.5 788 78.8 718 821 766 $4.5 705 53.9 788 55.8 695 47.2 786 49.4 698 41.9 783 44.4 677 37.7 788 40.6 686 31.6 788 34.9 $53 27.0 788 31.0 041 23.6 788 28.4 631 144 In 43.7 548 44.2 504 36.4 548 37.0 498 31.2 646 31.9 491 27.3 548 28.2 485 24.3 548 25.3 479 21.8 646 229 474 18.2 546 19.5 484 15.6 648 17.2 455 13.7 546 15.6 448 TABLE 9B Anchor Capacity Table (ibs) Anchor Clip Patterns _ Substrate: 2.7k Concrete 3.5k Cons. Hallow CMU FUlod CMU PT Wood Metal Anchor Type: 3/16° Soo Ultracon 114° Elco Uhlman 5118° Elm Ultrscen 3/181 Eke tilt 1/4" Elco Ultracon 1/4" SS Eno AggreGetor 6/16° Elco Ultracon 1141 SS Elco AggreGator #10 Stec Screw (G5) 612 Steel Screw (G5) 012 Steel Screw (G5) Edge Distance (in): 1° 2-112° 1° 21/2" 3-1/8° 1" 2-1/2° 1° 2- 112° 2° 31/8° 2" 0.48° 0.54° 0.324° Embedment (In): 1-3/4" 1-3/4" 1-314° 1.3/4" 2" 1 -1 /4° 1 -1/4° 1-1/4° 1 -1/4° 1 -114° 1 -1/4° 2" 1.318' 1-318° (see note 4) • 2 Anchors ;a 4.75° Mln. O.C. / Standard CI ' (Fig. 1 or 2j: 390 lbs 390 lbs 450 ibs 810 lbs 1844 lbs ' _ 2701bs 2801bs 354 lbs 740 lbs 488 Ms 884 lbs 1182 lbs 3281 4201b5 580 lbs 4 Anchors ,•? 2.88" Min. O.C. / Standard Clip (Fig. 3): 740 lbs 740 lbs 830 Me 1485 lbs _ 1424 lbs NIA 560116 NIA 895 lbs ' N/A 680 lbs WA 852 Ito 840 lbs 1120 lbs 6 Anchors t. 1.71° Mln. O.C. I Standard Clip (Fig. 4): 865 !be ((fell`' 780 Is 758 lbs 880 lbs " 1848 Ms 1680 lbs NIA 1898 Ibs N/A 6401 705 ass 680 lbs N/A N/A 700 lbs 760 lbs N/A 938 lbs WA 880 lbs N/A 2364 lbs 978 lbs 652 lbs 1260lbs 840 lbs 1880 lbs 1120 lbs 4 Anchors ®3" MIn. O.C. / (2) 2x6 Angie Clips (Fig. 5): 780 lbs 8 Anchors 6 3" Mtn. O.C. / (2) 2x5 Angle Clps (Fig. 8j: 1170 lbs 11701bs 1020 lb; 2340 lbs 2844 lbs 91 lbs 840 lbs N/A 1140 lbs 1404 lbs - 1320 lbs 3548 lbs 978 lbs 1280 lbs 1680 lbs 3 Anchors (#) 1.34" Min. O.C. / U-Clip, Into 1/8" Alum. (Fig. 7): N/A N/A N/A N/A WA N/A N/A NIA NIA N/A N/A N/A N/A N/A 0741 8 Anchors %, 0.64" Min. O.C. / U-Clip, Into 1/8" Alum. (Ftg. 8): N/A N/A WA NIA WA N/A N/A N/A N/A N/A N/A N/A NIA N/A 21 Has 2 Anchors CO 2.68° Mn. O.C. / F-Clip (Fig. 9): 370 Ore 370 lbs 316 lbs 743 lbs 712 lbs WA 280 lbs N/A 348 lbs N/A 440 lbs N/A 328 lbs 420 lbs 580 lbs 3 Anchors @ 1.71° Min. 0.C. / F-Gip (Fig. 10): 390 lbs 390 Ors 340 Ike 780 58 948 ibs 270 Ike 280 lbs N/A 380 lbs 468 Ws 440 lbs 1182 lbs 328 lbs 420 ibs 580 lbs FIGURE 1: • 0 0 O 0 O 0 O 0 0 0 • FIGURE 5: • FIGURE 2: 0 0 O 0 O 0 O 0 O • 0 • • FIGURE 3: • 0 • O 0 O 0 O 0 0 • FIGURE 6: • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: o• r oo • oo1 • •0 •• 00 0 00 0• •• 00 • 00 • FIGURE 4: • O 0 00 O 01 • • • • ANGLE CUP (FIGURES 5 &8) MUST BE USED IN PAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP) X (ANCHOR CAP.,�,,,,a\ =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 MULLON 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. 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 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 SG OF 0.65. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. .250" 4.000" 2" X 4' X .25" MULLION z 0 -J ec D W z N 2 N a O t9 t0 PRODUCT REVISED as emptying with the Florida Building Code Acceptance No / 'ration;0ate `�t\t %IIIrr I/I / \‘ y LYNN 4/� // 4., ... ‘)GENSe'., 1. = * No. 58705 7- K„, ( °iti �-. -'fO '. STA O . 4 ,,,$SS�ONA1 A. LYNN' IMIILLR, P.E. FL P.E.# 58705 TABLE 10A Mullion Capacity Table (Ibs/) 2 x Alum. Mullion 8 31.25 Tube 42 In Opening Width (for vertically- spanning mullions) or Opening He ght (for horizontally- spanrdng mullions) 50 in 60 In 70 In 80 In 90 In 100 in 120 In 140 In 180In Rectangular Loadhg TraplTrieng. Loading Rectangular Loading Trap/Tilling. Loading Rectangular Loading Trap/Nang. Loading Rectangular Loading Tmpfrdang. Loading Rectangular Loading Trepfn ang. Loading Rectangular Loading Trep/rdarg. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Long TrapITrieng. Ling Rectangular Loading Trap/Tdang. Loading A. 8� 2 Anchor Capacity Required (the) a 2 s i Ii 2 Anchor Capacity Required (he) 2 Anchor Capacity Required (Ibs) 8 Sec Anchor Capacity Required Abs) a 2c [AnchAnchor Capacity or (tbs) a N2 1 -1/4" 8 2c Anchor Capacity Required (Ibs) a II o: 1118 8 2c ii (see note 4) Anchor Capacity Required (Ibs) a 2 r' Ji 521 Mullion Capacity °o, ham) �` 8 0.o= 1488 2 170.0 ci Anchor Capacity Required (Ms) II 170.0 11- 1735 II 170.0 Anchor Capacity Required (Ws) 2c 170.0 a ig Q0: 1963 ii: 170.0 112 err 521 170.0 820 170.0 436 170.0 744 170.0 478 170.0 888 170.0 506 170.0 992 170.0 518 170.0 170.0 521 170.0 1240 170.0 48 In 170.0 708 170.0 624 170.0 850 170,0 584 170.0 892 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 880 170.0 1983 170.0 880 170.0 2287 ' 170.0 860 50.825 In 170.0 747 170.0 563 170.0 888 170.0 831 170.0 1048 170.0 884 1 70.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 758 170.0 2092 170.0 758 170.0 2391 170.0 766 54 In 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 858 170.0 1913 170.0 881 170.0 2231 170.0 881 170.0 2550 170.0 881 60111 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 998 170.0 1771 170.0 1033 1122 170.0 170.0 2125 2231 170.0 170.0 1063 1169 170.0 170.0 2479 2803 170.0 170.0 1083 11711170.0 170.0 2833 2975 170.0 170.0 1083 1171 63 In 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 1170.0 1488 170.0 1015 170.0 1873 170.0 1076 170.0 1659 170.0 66In 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1384 170.0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1165 170.0 1848 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 Men Leni 72 In 170.0 1063 170.0 878 970.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 1530 76 to 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1670 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170.0 1829 170.0 3140 170.0 1894 170.0 3589 170.0 1705 78 in 170.0 1151 170.0 987 170.0 1331 170.0 1118 170.0 1811 170.0 1250 170.0 1842 170.0 1389 170.0 2072 170.0 1474 170.0 2302 170.0 1584 170.0 2783 170.0 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1795 90 In 970.0 1328 170.0 1144 170.0 1894 970.0 1328170.0 1859 170.0 1498 170.0 2125 170.0 1853 170.0 2391 170.0 1793 170.0 2858 170.0 1918 170.0 3188 170.0 2125 159.0 3413 170.0 2273 136.5 3413 170.0 2381 981n 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2287 170.0 1794 170.0 2550 170.0 1852 170.0 2833 170.0 2095 180.0 3189 170.0 2339 137.1 3199 166.8 2470 120.0 3199 158.1 2428 108 In 170.0 1594 170.0 1409 170.0 1913 170.0 1847 170.0 2231 170.0 1870 170.0 2550 170.0 2078 184.8 2781 170.0 2271 148.3 2781 181.9 2333 123.8 2781 140.4 2281 105.9 2781 125.9 2234 92.7 2781 118.0 2190 111 In 170.0 1838 170.0 1.454 170.0 1966 170.0 1700 170.0 2283 170.0 1932 170.0 2821 170.0 2149 151.8 2832 182.3 2245 138.6 2632 148.4 2218 113.8 2832 ' 128.4 2188 97.8 2832 115.1 2128 85.4 2832 106.3 2096 120 In 170.0 1771 170.0 1688 170.0 2126 170.0 1869 154.4 2252 159.9 1991 1 135.1 2262 141.4 1964 120.1 2252 127.2 1838 108.1 2282 118.1 1915 90.1 2252 99.8 1872 77.2 2252 88.9 1838 87.8 2252 81.4 1808 144 In 125.1 1584 128.6 1445 104.3 1584 109.1 1425 Y 89.4 1564 91.5 1407 782 1884 80.7 1390 89.5 1584 72.3 1373 82.8 1684 65.7 1358 62.1 1584 68.0 1330 44.7 1584 49.2 1305 39.1 1584 44.4 1283 TABLE 10B Anchor Capacity Table fibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conn. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/18" Roo Ultreoon 1/4" Elan Ultmcon �1e° Elm U ltracon EIo Ultracon 114" Elco Ultraoon U4" SS Elco AggreGator 8/16° EIS Ultracan U4° 6S Eta AggreGetor /IIq Steel Screw (436) 912 Steal Screw (05) 812 Steel Screw (G5) Edge Distance (ink 1° 2 -1/2" 1" 2-1/2" 3 -118" 1° 2 -112" 1° 2-1/2" 2" 3-1/8" 2° 0.48" 0.64" 0.324" Embedment (In): 1-3/4° 1.3/4" 1-314" 1314" 2" 1 -1/4" 1 -114° 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 2° 1-3/8" 1 -348° (see note 4) 2 Anchors cy 4.75° Min. O.C. / Standard Clip (Mg. 1 or 4 390 lbs 390 lbs 45011m 890 lbs , 1844 lbs 270 Ibe " 280 Ibs 364 lbs 7401bs 488 lbs 684 Ilia 1182 Ibs 3281bs 420 II• 680 Iba 4 Anchors % 4.68" Mln. O.C. / Standard Clip (Fig. 3): 780 lbs 780 lbs ODD lbs 1780 lbs 3084 lbs 540 lbs 580 lbs 708 Ibis 1460 lbs 938 lbs 1104 lbs 2384 tin 85211m 840 lbs 1120 Ms 8 Anchors @ 1.71" Min. O.C. / Standard Clip (Fig. 0 1180 lbs 14001 lbs 1010 lbs 2895 lbs WA N/A 940 lbs N/A 1086 l e N/A N/A N/A 1304 lbs 1890 lbs 2240 lbs 4 Anchors 3" Min. O.C. / (2) 225 Angle Clips (Fig. 5): 780 ibs 780 lbs 880 Its 1680 lbs 1898 fibs 540 lbs 680 lbs N/A 760 lbs 938 ibe 880 lbs ' 2384 lbs 662 Ms 840 lb* 1120 Ms 8 Anchors n 3" Min. O.C.1(2) 2x5 Angle Clips (Fig. 8): 1580 lbs 1680 lbs 1360 lbs 3120 lbs 3782 Ws 108011m 1120 lbs N/A 1520 lbs 1872 lbs 1780 ills 4728 lbs 1304 lbs 1680 lbs 2240 lbs 12 Anchors dr 1.5" Min. O.C. / (2) 2x8 Angle Clips (Fig. 7): 1860 lbs 2100 lbs 1440 lbs 3780 lbs N/A N/A 1320 lbs WA 16001bs N/A N/A N/A 1958 lbs 2520 lbs 3360 lbs 4 Anchors @ 1.34° Mln. O.C. / U -Clip, Into 1/8" Alum. (Fig. 8): N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A WA N/A 1432 Ws 8 Anchors ; 0.84" Min. O.C. / U -Clip. Into 1/5" Alum. (Fig. 94 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA NIA N/A N/A 2884 Ibs 2 Anchors 4l 4.68" Min. O.C. / F-Clip (Fig. 104 390 'be 390 lbs 460 lbs 890 lbs 18321bs 270 lbs 280 lbs 354 lbs 740 lbs 468 lbs 662 lbs 1182 lbs 328 lbs _ 420 lbs 580 lbs 4 Anchors 1.71" Min. O.C. / F-Clip (Fig. 11 :I 590 lbs 700 lbs 505 lbs 1298 Ws NIA N/A 470 lbs NIA 533 Ds N/A N/A WA 852 lbs 84011m 1120 lbs FIGURE 1: • 0 0 1 00 00 00 00 0 0 0 • FIGURE 5: • • FIGURE 2: • 0 0 00 00 0 0 0 O 0 0 FIGURE 3: O 0 • 00 00 00 00 O 0 • FIGURE 6: • • • • FIGURE 4: • • • • 00 00 O 0 00 • • • • • FIGURE 8: FIGURE 9: FIGURE 10 FIGURE 11 FIGURE 7 • • • • • • • • ANGLE CUP (FIGURES 5 -7) MUST BE USED IN PAIRS. 00 00 0 0 00 TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR. ) X (ANCHOR CAP.,, , ) = ANCHOR CAP.UE°. \MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN 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. 11 I--- 2.000° --I 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 UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 2 "X6 °X.25" MULLION 6.000" co J J W z t%} LJJ (- a 2 r 3 a co a N d • Co N f M° u PRODUCT REVISED as complying with** Florida Building Code Acceptance No Ex ' o! %fate By ado Product 0/ !i 1III1/// LYNN 4,p, 't .. v‘CENSF� '•�'i� % Nita . * * No. 58705 • / 7:2A i� • 'ST E ,�• A. LYNNtI thLLER, P.E. FL P.E.# 58705 so O 1 TABLE 11A TABLE 11B Anchor Capacity Table (Ibs) • Anchor Clip Patterns � Mullion Capacity Table (Ibs/ t2) Opening Width (for 1/erlicaUyy spanning mullions) or Opening He ght (for horizontally - spanning mullion) 1.26" x .126" Tube X 2.11" Alum Mull Hollow CMU 501n Rectangular PT Wood 80 In 70 in 80 In 90 In I 100 in 1201n 140 In 1601n Loading 810 Steel Screw (G5) TrapdTtlang. Loading 012 Steel Screw (05) Rectangular Loading Trap/Mang. Loading Rectangular Loading Tiapfrriang. Loading Rectangular Loading Tarp/Mang. Loading Rectangular Loading Ttap/Tdang. Loading Rectangular Loading Trap /Mang. Loading Rectangular Loading Tlap/Tdang. Loading Rectangular Loading T aprrdang. Loading Rectangular Loading Trap/Mang. Loading g Anchor Capacity Required Abs) 1.3/4° if I li 11 1 -1/4° Anchor Capacity Required Abs) 1 -114° h 1 -1/4" II 2' AntbsrCapacity Required Abs) I 2 An hoCapaany Required Abe) 111111 780 lbs Anchor Capacity Required Abs) 1680 lbs 1898 lbs 540 lbs 580 lbs Mullion Capacity Ate) h 938 lbs a I Anchor Capacity Required Abs) 1 h I il I 11 e64 °e a 421n 144.2 528 187.0 428 120.2 528 148.9 418 103.0 ,528 138.9 414 90.1 528 134.8 411 80.1 628 134.1 411 72.1 528 134.1 411 80.1 628 134.1 411 51.5 528 134.1 411 45.1 828 134.1 411 48 In 98.8 403 108.0 333 80.5 403 94.7 325 69.0 403 88.4 320 90.4 403 81.4 317 53.7 403 70.1 316 48.3 403 78.8 314 40.3 403 79.6 314 34.6 403 78.6 314 30.2 403 78.8 314 50.825 In 82.3 382 91.0 301 65.0 382 79.3 284 581 382 71.9 289 51.5 382 87.2 285 45.7 .. 37.7 382 316 84.8 50.8 284 250 4 41.2 33.9 382 318 83.6 49.6 283 249 34.3 28.3 382 318 83.5 49.1 283 248 29.4 24.2 382 318 63.5 49.1 283 248 25.7 21.2 382 318 63.5 49.1 283 248 In 87.8 318 74.1 287 68.5 318 84.2 281 48.5 318 67.7 258 42.4 318 53.8 2533 80In 49.6 268 53.1 J 219 41.2 268 45.7 214 36.3 258 40.7 210 30.9 268 37.2 207 27.5 268 34.9 204 24.7 258 33.4 203 20.8 258 32.2 201 17.7 258 32.2 201 16.5 258 32.2 201 63 In 42.7 234 45.8 200 35.8 234 39.1 195 30.5 234 34.7 192 28.7 234 31.8 189 23.7 234 29.4 186 21.4 234 28.0 184 17.8 234 28.8 183 16.3 234 26.5 183 13.4 234 28.6 103 CO In 37.2 213 39.4 183 31.0 213 33.7 178 28.6 213 29.8 178 23.2 213 27.0 173 20.8 213 25.1 170 18.8 213 23.7 189 15.5 213 22.2 187 13.3 213 22.0 168 11.8 213 22.0 188 72 In 28.6 179 30.1 155 23.9 179 25.8 152 20.4 179 22.6 149 17.9 179 20.3 147 16.9 179 18.7 145 78 in 24.3 181 26.4 140 20.3 181 21.8 437 17.4 181 18.0 136 15.2 181 17.0 133 78 In 22.6 162 23.6 133 18.8 152 19.9 131 18.1 152 17.5 128 TABLE 11B Anchor Capacity Table (Ibs) • Anchor Clip Patterns � Substrate: 2.7k Concrete 3.5k Cons. Hollow CMU Filled CMU PT Wood Metal Anchor Type; 3/18" Eloo Ultracon 114" Elan Ultracon 6/18" Elan Ultracon 3148" Boo Ultracon 1/4° Eton Ultracon 1/4" SS Eno Aggregator BH8" Eleo Ultracon 1/4" SS Elco Aggregator 810 Steel Screw (G5) 812 Steel Screw 935) 012 Steel Screw (05) Edge Distance, On): 1" 2 -1/2" 1" 2 -1/2" 3-1/8" 1° 2-1/2" 1" 2 -1/2° 2° 3-1/8° 2' 0.48" 0.54" 0.324" Embedment (In): 13/4" 1.3/4° 1-3/4° 1-3/4" 2" 1 -1/4° 1 -1/4" 1 -114° 1 -114" 1 -1/4" 1 -1/4" 2' 1-3/8" 13/8 (see note 4) 4 Anchors 033" Mtn. O.C. / (2) 2x5 Angle Cline (Fig. 1): 780 lbs , 780 lbs 880 lba 1680 lbs 1898 lbs 540 lbs 580 lbs N/A 780 lbs 938 lbs 880 lbs 2384 lbs 85211m 840 Ms 1432 lbs FIGURE 1: • • • • ANGLE CLIP MUST BE USED IN PAIRS. 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 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 SG OF 0.65. ALUMINUM SHALL BE 8083 -T5 AND BE A MINIMUM OF .126" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR) x l ANCHOR CAP.,.„,,i =ANCHOR 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. 1.268 "_' - .125° 128' X 2.11" X .126" MULLION (INTEGRAL FIN MULLION) 8 2 X CV X N 1th Z Y 6 re PRODUCT REVISED as complying with the Florida Braiding Cade , Acceptance No E iratlo mate ``‘0‘111111/11 `\\ N•(•1-YNN 440,1,//1 i .4��• ,,GENSF• °•` -4, /iii Q-. ..* *1 140.58705 r • -o 1 SO 11 '1 • �� •'• iOA. LY•' N/t1 5FO TMLh NOI lRE ALI �E � • °P„'�8ss ' .Ej`. s . ' FL P.E.# 58705 TABLE 12A 'TABLE 12B Anchor Capacity Table (Iho) Mullion Capacity Table (Ibs/ftt) 3.25" DEG. BAY 30 AL MULL Opening Width (for vertically spanning mullions) or Opening Height (tor horizontaliy-spannmg mullions) 50 In eo In 70 In 1 80 In 90 In 100 In 120 In 140 in 160 In Rectangular Loading 1/4" SS Elco AggreGalor Trapdrdang. Loading Rectangular Loading Trap/Tdang. Loading Re• angular Loading 7rep/iMi®rg. Loading Rectangular Loading Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Tn;pi7rang, Loading Rectangular Loading Trap/Mang. erp. Loading Rectangular Loading Thapttilartg. Loading Rectangular Loading TraptTr18n8. Loading II ii 1 h 11 435 .ii II 170.0 .� Anchor Capacity It, I Required (Ibs) Pk il 2 c., 170.0 Anchor capacity a I Required (lbs) 1 170.0 i 888 .5 q 1 170.0 I 2 506 'v I Mullion Capacity °o (bsilt2) il 992 Mullion Capacity o ab9fit21 ice 519 Ly Mullion Capacity 4 (lbsN12) ii 11 i,c 1116 Mullion Capacity p (Ibs1Fk2) II 521 mg l 1 70.0 S f Required (Ibs) !� g 170.0 G 521 170.0 _ 1488 170.0 F Anchor Capacity 1 Required (mil 170.0 IRegtared (ms) 1111 170.0 521 II 149.1 h Iil 1740 170.0 h ii 521 780 lbs 42 In 170.0 620 170.0 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 861 170.0 1275 170.0 677 170.0 1417 170.0 680 152.2 1622 170.0 680 130.5 1622 170.0 680 114.2 1522 170.0 680 50.825 In 170.0 747 170.0 663 170.0 898 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 747 184.2 1443 170.0 756 138.9 1443 170.0 758 117.3 1443 170.0 758 102.6 1443 170.0 768 54 In 170.0 797 170.0 612 170.0 958 970.0 691 170.0 1110 170.0 754 170.0 1275 170.0 803 160.4 1363 170.0 837 144.3 1353 170.0 858 120.3 1353 170.0 881 103.1 1353 170.0 881 90.2 1353 170.0 881 60 in 170.0 885 170.0 701 170.0 1083 170.0 797 167.0 1218 170.0 878 148.1 1218 170.0 944 129.9 1218 159.8 938 118.9 1218 152.1 924 97.4 1218 146.1 913 83.5 1218 148.1 913 1 73.1 1218 149.1 913 63 In 170.0 930 170.0 745 170.0 1116 170.0 850 150.2 1160 168.8 933 131.4 1160 153.0 914 116.8 1150 141.9 898 105.1 1150 134.2 885 87.6 1150 128.7 871 75.1 1150 128.2 870 85.7 1150 128.2 870 66 In 170.0 974 170.0 789 162.4 1048 165.8 881 130.6 1048 148.6 884 114.3 1048 133.1 850 101.8 1048 123.4 839 91.4 1048 118.6 830 78.2 1048 109.4 821 65.3 1048 108.2 818 57.1 1048 108.2 818 "'8 72 In 140.8 880 147.9 784 117.4 880 128.0 746 100.8 680 110.8 734 88.0 880 100.0 722 76.2 890 92.0 712 70.4 880 88.2 703 68.7 880 79.2 693 501 880 76.5 888 44.0 850 78.4 888 78 In 119.7 790 125.1 690 99.8 790 108.4 676 85.5 700 93.3 853 74.8 790 83.9 652 88.5 790 78.9 , 843 59.9 790 71.7 635 49.8 790 65.1 624 42.8 790 62.1 819 37.4 790 61.6 617 78 In 110.8 750 115.6 857 92.3 750 98.1 644 79.1 750 85.9 632 89.2 750 77.1 821 81.5 750 70.6 812 55.4 750 65.7 605 452 750 59.4 594 39.6 750 58.2 588 34.6 750 65.8 685 90 In 72.1 683 74.4 500 80.1 683 62,9 491 61.5 583 54.B 483 48.1 583 48.9 475 40.1 563 44.4 468 38.1 ' 583 40.9 482 30.0 583 38.2 452 25.8 683 33.3 445 22.5 683 31.8 442 98 In 59.4 495 81.1 443 49.5 495 51.5 435 42.4 495 44.8 427 37.1 495 39.0 421 33.0 495 38.1 415 29.7 495 33.2 409 24.6 498 29,1 400 21.2 495 28.6 394 18.6 495 25.0 390 108 In 41.7 391 .42.8 353 34.8 391 35.9 348 29.8 391 31.1 342 28.1 391 27.6 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4. 391 19.7 321 14.9 391 17.8 315 1 111 In 38.4 370 39.2 335 32.0 370 33.0 330 27.5 370 28.6 326 24.0 370 25.3 320 21.4 370 22.8 318 19.2 370 20.0 312 16.0 370 18.1 305 120 In 30.4 317 30.9 289 25.3 317 28.0 284 21.7 317 22.5 280 19.0 317 19.8 270 18.9 317 17.9 273 144 in 17.6 220 17.8 203 'TABLE 12B Anchor Capacity Table (Iho) Anchor Clip Patterns by Substrate:' 2.7k Concrete 3.5k Conc. Hollow CMU F6Ied CMU PT Wood Metal Anchor T Type: 3118 Elco Ultracon 1/4° 1/4 Boo Ultrecon r 8/18" Elco Ultracon 3116° Elco Ultracon 114 Elco Ultracon 114" SS Elco A ggre©ator 5418" Elco Ultraoon 1/4" SS Elco AggreGalor #10 Steel Sir (05) #12 Steel Screw (05) #12 Steal Screw (05) Edge Distance (in): 1" 2 -1/2" 1" 2-1/2° 3-1/8° 1° 2 -1/2" 1" 21i2" 2" 3-1/6" 2" 0.48° 0.54" 0.324° Embedment (In): 1-3/4" 1.3/4" 1-3/4° 1-3/4" 2° 1 -1/4" 1 -114" 1 -1/4" 1 -1/4" 1 -1/4' 1 -1/4" 2° 14/8" 14/8" (see note 4) 2 Anchors ®5" Min. O.C. / (2) 2x6 Angle Clips (Fig. 1x 380 lbs 390 !be 4501bs 890 lbs 1700 lbs 270 lbs 2801bs 354 Ms 7401bs 468 lbs 720 lbs 1182 Ws 32811• 420 lbs 550 lbs 4 Anchors @ 3.5" Mtn. O.C. / (2) 2x5 Angle Cups (Fig. 4 780 lbs 780 lbs 790 lbs 1670 tbs 2525 lbs 540 lbs 580 lbs N/A 1120 lbs 936 lbs 880 lbs 2384 lbs 652 lbs 840 lbs 11201bs 6 Anchors L 2,71" Min. O.C. / (2) 2x5 Angle Clips (Fig. 3): 1120 lbs 1120 lbs 958 Ms 2248 lbs , 2254 lbs WA 840 lbs N/A 1059 lbs N/A 1320 lbs N/A 978 lbs 1280 lbs 1680 0• FIGURE 1: FIGURE 2: • FIGURE 3: • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. 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 MULUON 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 SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR ) x ( ANCHOR CAP. `MULLION CAP.F , „ \ = 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 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. .125" 30° BAY MULUON 1.4 P �Q 0 z �0 Ice I. PRODUCT REVISED the complyhfB Building Code Aor.eptMice No State ►/, '1// F76/ rt I TABLE 13A Anchor Capacity Table (lbs) Mullion Capacity Table (Ibslft2) 3.25"' 46 Opening Width (for vertically-spanning mullions) or Opening Height (for horizontally - spanning mullions) 50 In 80 In 70.In 80 In 901n 100 In 120 In � 140 In 180 in Rectangular Loading Trap/Triang Loading Rectangular Loading Trep/Tr•ng. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading TreplTciang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading 7tap/TrIang. Loading Rectangular Loading Trap/Tdang. Loading DEG. BAY AL MULL 1 2 170.0 Anchor Capacity a Required Oa) g 110.0 H. Anchor Capacity Requited Qbs) II 170.0 lidAnchor Capacity Required Abs) If i1iL_UiiJiilfl d if I If 1 -1/4" mI Anchor Capacity F Required Abs) 8 170.0 (a 619 I M Obs/R2) 1 IJUII 1118 Makin Capacity (Ibe!) Anchor Capacity Required Cibs) 1.318" Anchor Capacity $ Required pig) 1 2=. 170.0 as 521 Mullion Capacity o pain) 1111 1489 170.0 NIAnc� `y! '' Required (lbss) 170.0 I 1735 :5 1700 ar Anchor Capacity N Required Nbs) I 2: 180.3 ▪ Anchor Capacity • Required Qbs) If fill g 0 Q1 a -3 21 42 to 170.0 478 170.0 888 170.0 508 170.0 170.0 521 170.0 170.0 521 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 881 170.0 1276 170.0 877 170.0 1417 170.0 860 183.7 1837 170.0 68 140.3 1837 170.0 880 122.8 1837 170.0 680 50.825 In 170.0 747 170.0 683 170.0 898 170.0 831 170.0 1046 170.0 884 170.0 1165 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 m 147.1 1552 170.0 768 128.1 9552 170.0 758 110.4 1552 170.0 758 54 In 170.0 797 170.0 812 170.0 958 170.0 891 170.0 1118 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 858 129.3 1455 170.0 881 110.8 1455 170.0 881 97.0 1455 170.0 881 60 In 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 170.0 998 1309 183.5 804 104.8 1309 157.1 982 89.8 1309 157.1 982 78.8 1309 157.1 982 831n 170.0 930 170.0 746 170.0 1119 170.0 850 152.9 1247 170.0 940 142.5 1247 184.5 128.7 1247 152.0 985 114.0 1247 144.3 952 95.0 1247 136.2 938 81.4 1247 135.7 935 71.3 1247 135.7 935 •31n 170.0 974 170.0 789 170.0 118 170.0 93 148.4 1190 183.7 985 129.9 1190 147.9 116.4 1180 138.5 928 103.9 1160 128.4 914 88.8 1190 119.6 898 74.2 1190 118.1 893 84.9 1190 118.1 893 72 in 161.6 1010 188.8 134.7 1010 144.8 869 115.4 1010 121.2 842 101.0 1010 114.7 89.8 1010 106.6 817 80.8 1010 909 807 67.3 1010 90.8 786 57.7 1010 87.8 78 50.5 1010 87.7 789 78In 137.4 908 143.6 114.5 906 122.0 775 98.1 908 107.1 781 85.9 906 98.2 78.3 908 88.2 739 88.7 906 82.3 728 57.3 908 74.7 718 49.1 90B 71.2 710 42.9 908 70.6 708 78 In 127.1 881 132.5 784 105.9 881 112.6 738 90.8 881 98.8 725 79.4 881 8.5 70.8 881 81.0 703 63.6 81 76.4 694 83.0 861 68.1 681 45.4 861 84.5 875 39.7 861 83.7 872 90 Jo 82.7 848 85.4 674 88.9 846 72.1 584 68.1 048 m 554 51.7 848 58.1 545 48.0 848 80.9 537 41.4 846 47.0 530 34.5 41.5 519 29.5 848 D 511 25.9 848 m 607 98In 8 2 588 7 0 . 1 5 0 8 5 6 . 8 8 5 9 . 1 48.7 58 51.4 491 42.6 508 45.8 483 37.8 58 41.4 478 34.1 58 38.1 470. 28.4 586 33.4 458 24.3 D 30.5 452 21.3 68 28.7 447 18 i n 4 7 . 9 4 4 9 4 0 . 9 4 0 5 3 9. 9 4 4 9 4 1 . 2 3 9 9 3 4 . 2 4 4 9 3 5 . 7 3 9 3 2 9. 9 4 4 0 3 1 . 7 387 28.6 449 28.8 382 23.9 449 28.1 377 20.0 449 22.7 88 17.1 449 20.4 15.0 449 18.9 358 111 In 44.1 425 45.0 385 38.8 426 37.9 379 31.5 425 32.8 373 27.6 425 29.1 387 24.5 48 28.2 382 22.1 426 24.0 358 18.4 425 20.7 350 15.8 425 18.8 120 In 34.9 384 331 233 28.1 108 384 263 28.8 ® 328 2t9 230 384 25.8 321 21.8 384 22.8 317 19.4 384 20.5 17.8 364 18.7 309 144 In 20.2 253 ' Anchor Capacity Table (lbs) Anchor Cftp Patterns Substrate: 2.7k Concrete - 3.6k Conn. Hollow CMU - Filled CMU PT Wood Metal Anchor Type: 3/18° Else Ultracan 1/4" Elco Uilrecon 8116 Elco Ultracon 3/18` Elder Ultracon 1/4" Elco Ultracon 1/4" SS Elco AggreGator 6118° Dm Ultracon 1/4" SS Elco AggreGetor #10 Steel Screw (05) #12 Steel Screw (G5) #12 Steel Screw (05) Edge Distance (in): 1° 2.1/2" 1" 2-1/2" 3.1/8" 1" 2 -1/2" 1" 2- 112' 2" 3.118" 2" 0.48" 0.64" 0.324° Embedment (In): 1-3/4" 1-3/4" 1-3/4" 1 -3/4" 2° 1 -1/4" 1414" 1 -1/4" 1 -1/4" 1 -1/4" ' 1 -1/4" 2" 1.318" 1-3/8" (see note 4) 2 Ancre ®5" i . Clips (F1g. 1): 390 lbs 300 lbs 450 lbs 800 lbs 1700 lbs 270 lbs 280 lbs 364 lbs 740 lbs 48 lbs 720 lbs 1182 lbs 328 lbs 420 lbs 580 lbs 4 Anchors 3.6" Min. O.C. / (2) 2x5 Angle Clips (Fig. 2): 7801bs 780 lbs 790 lbs 1870 lbs 2525 lbs 540 lbs 580 lbs N/A 1120 lbs 938 lbs 880 lbs 2384 lbs 1352 Ms 840 lbs 11201bn 8 Mohan @ 2.71" Min. O.C. / (2) 2x5 Angle Clips (Fig. 3): 1120 lbs 1120 lbs 958 lbs 2248 Re 2254 lbs N/A 8401 s N/A 1059 lbs N/A 1320 Ms WA 978 lbs 1250 lbs 180 lbs FIGURE 1: • FIGURE 2: • FIGURE 3: • • • ANGLE CLIP (FIGURES 1 -3) MUST BE USED IN PAIRS. 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 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 SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: 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 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. .125" h 4 Mg U) 0 J J D W z CO CO Ct v 8 W Ng Z W W W Q I i Cif 4 r co An iG PRODUCT REVISED as complying with the Florida Buildibg Code Acceptance No iomeate By L /�..�}�'�r f-1 A r ads plod . W 111 , 111tIIll/1//,1 ,��'�`r.• ,,GENSE. CFA rte, * : No. 58705 It 30 tl STA E O •G \ A. LY■/ IMILLth, P.E. FL P.E.# 58705 • l 2.000" 1 1.000° f -- .125° .125" 1" X 2" X .125" MULLION 8083 -T8 ALUM. X-SECTION .375" MIN. .375" MIN. 2.000° - j 1.000" f` 2.000" J 1-X 2" X .376" MULUON 8083 -T6 ALUM. X- SECTION r -.125" I 1 1 + 1 I iii/ ./zz/ iri/ii ///: // /Iii i�iiiiz ri�./dwziiiri../r~. STANDARD CLIP 6083-TO ALUM. X- SECTION .125" 3.125" 2 5.500° CUT HERETO `r _ CREATE F -CLIP, SEE DETAIL F, SHEET 4 Q1.15" MIN. 4) O.C. 2 STANDARD CLIP 6083 -T8 ALUM. TOPVIEW O 0.312" f -1 1.000° I- F 2.750" 1" X 2.76" X .376" MULLION 8083 -T8 ALUM. X- SECTION 126 °� f .740° I-- .376" MIN. 0 U-CLIP 8003 -T8 ALUM. X- SECTION -°-) 1.000" 1-- 2.750" 1" X 2.75° X .850° MULLION 6083 -T8 ALUM. X-SECTION .338" MIN. U-CLIP 8083 -T8 ALUM. USED FOR ALL 1° X 2" AND 1" X 2.76° MULLIONS. SHEETS 5-8 0.225" TYP. TOPVIEW Y .338" MIN. U-CLIP 6083 T6 ALUM. 1 °X3.125°X.600" 11 111 MULL ONLY, SHEET 9 TOPVIEW .338° MIN. U-CLIP 6083 -T8 ALUM. 126° X 3.188° X Z85° MULL ONLY. SHEET 12 TOPVIEW OFFSET CLIP •125" 6083 T6 ALUM. .740" I TOPVIEW 2 TABLE B - I x.125" 2.000° 11111i7iiiii ///w zzrzrzmzem/./../m////.///11 3.125" I- 1.000 ° -I 1" X 3.125" X .5" MULLION 8083 -T6 ALUM. X- SECTION 2X6 ANGLE CUP 6083 -T6 ALUM. X SECTION .125° 5.000° .375° MIN. 0.312" 3.000" MIN. - -- - 2X5 ANGLE CLIP 8083 -18 ALUM. TOPVIEW 3.188° I-- 1.250 ° ---I .125" .265" 1.26° X 3.188" X .286" MULLION 8083 -TO ALUM. X- SECTION Mull Dimension (sheet #) PGT Part # - Mullion I Std. Clip Offset Clip U-Clip Angle Clip 1" X2" X .125" (5) 66605 666113M 6661118M 666243M 666511M 1" X 2° X .375" (6) 666006 666114M 6661119M 666244M 666512M 1" X2.75" X .375" (7) 86607 666115M - 6661120M 666245M 886513M 1" X2.75" X .650" (8) 66608 666116M 6661121M 688246M 668514M 1" X 3.125" X .500" (9) 66637M 6661116M 6661114M 686242M 666515M 1.25" X3.188" X .265" (12) 66641M 6661117M 6661113M 666241M 666516M 1.26" X 2.11" X .125" (15) 69370 WA N/A N/A 686517M 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. TABLE A 1-- 1.266 "1 2.116° iii .125" .125" .900° T 128° X 2.11" X .125" MULUON 6083 -T6 ALUM. X- SECTION Dimension Value On) For Mullion: A 1.625 B 2.654 1" X2" X .125° C 0.895 Aluminum D 0.740 Tube Mullion E .450 Min. A 1.125 B 2.404 1" X2" X .375" C 0.635 Aluminum D 0.490 Tube Mullion E 0.450 A 1.875 B 3.000 1" X 2.75" X C 0.757 .375 Aluminum D 1.118 Tube Mullion E .450 Min. A 1.312 B 3.000 1" X2.75" X .650" C 0.478 Aluminum D 0.836 Tube Mullion E .450 Min. A 2.000 B 2.637 1 "X3.125"X C 0.863 .500" Alum D 1.137 Tube Mull E .450 Min. A 2.625 B 3.262 1.25" X 3.188" C 0.882 X .265" Alum D 1.762 Tube Mull E .450 Min. 1.26" X2.11" A 1.813 .121" Alum Tube Mull • 6 E' z 0 J 2 W in z D 1- 5 u). 2 co W� OC co co '© i PRODUCT REVISED as complying with the Fiends I9uilding Code Acceptance No O 10 on ate ta ' e By l.� Miami ode Prod .• •, �t .`��titlllr ‘.‘ NI • ��I�ilu M/� �O �\CENS6- !"C41 * No. 58705 43 g rt d,t ••' e: STATE OF AZt..•...PLORtp�' •'�C�`•,� II''/SS/ONA1- �� A. LYNN MILLER, P.E. FL P.E.# 58705 -� 1.000" I.- 4.000° 1 °X4 "X.125" MULLION 6063 -T6 ALUM. XSECTION .125" --01 1.000" I-+- 4.000" 1 "X4 °X.375" MULLION 6083 -T8 ALUM. X•SECTION 30° BAY MULLION 8063 -T6 ALUM. X-SECTION .228 °] i••.981 ".4 45° BAY MULLION 6083 -T8 ALUM. X- SECTION NOTES: .375" MIN. .125" 2.000" STANDARD CUP 8083 -T8 ALUM. X- SECTION 3.125" 5.500° .125" CUT HERE TO `I _ CREATE F -CLIP, SEE DETAIL F, SHEET 4 2•875" f' 1.15" MIN. O.C. 0 0 0 0.312" .375" .375 ",f MIN. _ 2 STANDARD CLIP 6083 -T6 ALUM. TOPVIEW 5.500" 2.250" 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. 1.15° MIN. ,� O.C. 0 .125 " -• 0 0.312" 0 -.375" .740° 2 OFFSET CLIP 6083 -T6 ALUM. TOPVIEW 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. t 3.000" .125 U -CLIP 6083 -T8 ALUM. X SECTION .740° 2 .125° 2.125° 0.225° U-CLIP 8083-TO ALUM. USED FOR ALL 1° X 4" MULUONS. SHEETS 10 & 11 TOPVIEW TABLE D TABLE C --"-I I•-.125" 2.000" i .125° 2X5 ANGLE CLIP 6083 -T6 ALUM. X-SECTION 5.000" 1375" MIN. 0.312" 0 --0 0 2X5 ANGLE CLIP 6083-TO ALUM. TOPVIEW Dimension Value (in) For Mullion: F 3.687 1" X4" X .125" G 1.000 Aluminum H 2.680 Tube Mullion F 3.187 1 "X4 "X.375" 0 0.757 Aluminum H 2.430 Tube Mullion F 2.813 30° Bay Mull F 2.875 45° Bay Mull 1375" MIN. 2 2.71" MIN. O.0 0 (BAY MULLS) 3.00" MIN. O.C. (1° X 4° MULLS) Mull Dimension (Meet #) PGT Part # Mullion Std. Clip Offset Clip U•Clip k Angle Clip 1" X4" X.125" (10) ' 364 666111M 6661122M 666241M 666518M 1" X4" X .375" (11) 66610 666112M 6661123M 666242M 666519M 30 Degree (16) 66649 N/A N/A N/A 6665110M 45 Degree (17) .66650 N/A NIA N/A 6665111M z O J COJ w z W a z Z 0 PRODUCT REVISED as complyin3 with the Florida Huildiiag Code .. Py Acceptenco No• Miami • ado Pro ra.n's'j Nyi LYNN.. 144, • ••• * * No. 58705 . • • :ro � ti3arT� : � � • ST TE <�F �� ii /i PION A' A. LYA'M1LLE'13, P.E. FL P.E.# 58705 TABLE E Mull Dimension PGT Part # (sheet#) Mullion I Std. Clip U-Clip i Angle Clip 2" X 4" X .25" (13) 66602 888261M 866271M 6665112M 2" X 6" X .25" (14) 68604 666262M 666272M 6665113M -1 t -.125° 2.000" STANDARD CLIP 6063 -T6 ALUM. X- SECTION 2.125° 1) ALL MULLION CUPS 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° U-CLIP 6063 -T6 ALUM. X- SECTION 2.000" .125" 2X5 ANGLE CLIP 6063 -T6 ALUM. X- SECTION .125" 1.490° .375" .375" 5.000" ---- - 3.000" MIN. O.C. 4.000" 2 "X4 "X25" MULLION 6083 -T8 ALUM. X- SECTION 1.344° 2.688" O.C. - 3.438" 1- 0.312° 5) t 3.438" .375" 2.620" STANDARD CUP U-CUP 2X6 ANGLE CLIP 6083 -T6 ALUM. 6063 -T8 ALUM. 8083 -T8 ALUM. TOPVIEW USED FOR 2" X 4" TOPVIEW I-_'4 -.637" MIN. O.C. 5.500" MULUON. SHEET 13 TOPVIEW • 1-- 2.000 " -y .375" 3.500" .375" MIN. 0.225" 1.715" MIN. O.C. .375" 5.000° 3.000° .375" 1.500" MIN. 0.312° PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration Slate 8.000" 4.688° 5.438" 5.438° 2"X6 "X26" MULLION 6083 -T8 ALUM. X -SECTION .376" .637" MIN. O.C. .250° U -CLIP 6063 -T6 ALUM. USED FOR 2° X 8" MULLION. SHEET 14 TOPVIEW 2X6 ANGLE CLIP 6083 -T8 ALUM. TOPVIEW Or B Miami . ade Produc 11III / a,••'��GENSE, • ,i� * No. 58705 7-"3 11 ° II . w F ��•�• STA E O ,.� ��.�'••.L ORiO1.:..� 3 " '' S/ ONA� ‘' P. A. LYNN MILLER, P.E. EL P.E.# 58705 • EXAMPLE 1: SINGLE VERTICAL MULLION 72" MULLION LENGTH NO ANCHORS IN HEAD — ,4, 4 - SEE DETAILS, SHEETS - 2.3 —r r_ -_1 i.._ NO ANCHORS IN WINDOW SILL 32' 32° --1 MULL WIDTH OPENING WIDTH• THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4 ". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32" +32 +1" =65 ". REFERENCING SHEET 22. THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.01- -60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.78" X .375° MULLION (LENGTH = 72 °, OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1 -58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8. THE 1" X 2.75" X .650" MULLION (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 836 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULUONS 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. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS + / -60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X ( 638 LBS ) = 824.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH -1 r VERTICAL MULLION LENGTH OPENING HEIGHT FOR HORIZ. MULLION 7Z- 1 SEE FENESTRATION PRODUCTS APPROVAL. r SEE DETAILS, SHEETS 2-3 --L �- SEE DETAILS, SHEETS 2-3 -r L ‹` SEE DETAIL E, SHEET 3 L_ SEE DETAILS, _ SHEETS 243 I IL_ I I 38", HORIZ. _, 38•, HORIZ. MULL LENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS 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 +50.01 -56.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION 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 MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0 /45.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1 "X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80 ") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH 1380") HAS A DESIGN PRESSURE OF +1 -64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULUON WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH IS 36° +36" +2"=74 ", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35- 112 " +36 - 112 " +2" =73"). 2) USE TABLE 913 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8° WIDE. IF THE MULUON CUP WERE TO BE CENTERED WITHIN THE 8 ", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER=S EDGE DISTANCE. USING THE STANDARD CUP WITH (8) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2 -112° GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250° MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 38° AND THE OPENING HEIGHT IS 32 "+72 " +2" =108 ". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAL TRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION (Cp LENGTH = 42", OPENING HEIGHT =120°) HAS A DESIGN PRESSURE OF +1-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. 2) USE TABLE 9B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8 ", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CUPS WITH (4) 3/18" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 9B FOR THE U -CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: +/ -84.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36" HORIZONTAL MULUON ATTACHING TO CMU; +/ -170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/ -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 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. AIR a 1 Z a F- a re a M co i �Q PRODUCT REVISED n e complying with the Florida Building Code Acceptance No kiac iiattion Pate By Miami P `011IIIii \`\\ `ON.(LYNN '4■(%.• S GENSF. (F? �• * * No. 58705 *J1J 6..49 ..s• 0, 01ONA� A. LYNNI IM1'LL6, P.E. FL P.E.# 58705 `� SEE S SEE i.._ NO ANCHORS IN WINDOW SILL 32' 32° --1 MULL WIDTH OPENING WIDTH• THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4 ". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32" +32 +1" =65 ". REFERENCING SHEET 22. THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.01- -60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.78" X .375° MULLION (LENGTH = 72 °, OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1 -58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8. THE 1" X 2.75" X .650" MULLION (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 836 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULUONS 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. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS + / -60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 638 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X ( 638 LBS ) = 824.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH -1 r VERTICAL MULLION LENGTH OPENING HEIGHT FOR HORIZ. MULLION 7Z- 1 SEE FENESTRATION PRODUCTS APPROVAL. r SEE DETAILS, SHEETS 2-3 --L �- SEE DETAILS, SHEETS 2-3 -r L ‹` SEE DETAIL E, SHEET 3 L_ SEE DETAILS, _ SHEETS 243 I IL_ I I 38", HORIZ. _, 38•, HORIZ. MULL LENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS 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 +50.01 -56.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION 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 MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0 /45.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1 "X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80 ") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH 1380") HAS A DESIGN PRESSURE OF +1 -64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULUON WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WIDTH IS 36° +36" +2"=74 ", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35- 112 " +36 - 112 " +2" =73"). 2) USE TABLE 913 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8° WIDE. IF THE MULUON CUP WERE TO BE CENTERED WITHIN THE 8 ", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER=S EDGE DISTANCE. USING THE STANDARD CUP WITH (8) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2 -112° GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250° MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 38° AND THE OPENING HEIGHT IS 32 "+72 " +2" =108 ". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAL TRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION (Cp LENGTH = 42", OPENING HEIGHT =120°) HAS A DESIGN PRESSURE OF +1-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. 2) USE TABLE 9B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8 ", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CUPS WITH (4) 3/18" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 9B FOR THE U -CLIP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: +/ -84.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36" HORIZONTAL MULUON ATTACHING TO CMU; +/ -170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/ -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 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. AIR a 1 Z a F- a re a M co i �Q PRODUCT REVISED n e complying with the Florida Building Code Acceptance No kiac iiattion Pate By Miami P `011IIIii \`\\ `ON.(LYNN '4■(%.• S GENSF. (F? �• * * No. 58705 *J1J 6..49 ..s• 0, 01ONA� A. LYNNI IM1'LL6, P.E. FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULUON SILL OF WINDOWS NOT ANCHORED =111"411■111v -- 0 / 00 HINGED DOOR / Or - i 1 LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION -WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULUON PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALFfRIANGULAR LOADING: PW LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION PW LOADING OF VERTICAL MULUON LOADING OF HORIZONTAL MUWON T LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION 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. Z Z J J 2 W Z 4 a OC O co t I I Io M PRODUCT REVISED as complying with the Fltnida Building Code Acceptance No iration mate By Miami oi ode Produc 01 \‘‘ y 4Nt1N . MIC / ,SR C� . r 1O. ya705 = .0 x • ill: �i b FLOR�p•' . / //%roN?' A. LYNN MIL.!ER, P.E. FL P.E.# 58705