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WS-5-16-1374Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-259210 Permit Number: WS -5-16-1374 Scheduled Inspection Date: December 23 016 Inspector: _ 303-e .Vf>'-j Owner: OLASO, NORA Job Address: 9826 N MIAMI Avenue Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1131010330010 Phone: (954)792-4415 Building Department Comments REPLACING 12 WINDOWS AND 1 DOOR WITH IMPACT SIZE FOR SIZE Infractio Passed Comments INSPECTOR COMMENTS False Passed V/i\Aa V7 x Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments December 22, 2016 For Inspections please call: (305)762-4949 Page 6 of 32 Project Address Miami Shores Village 10050 N.E. 2nd Avenue N Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -5-16-1374 PermiU Permit Type: Windows/Shutters Vet* Classification: WindowDoor Replacem Permit Status: APPROVED Parcel Number Issue Date: 6/2312016 Expiration: 11/19/2016 Applicant 9826 N MIAMI Avenue Miami Shores, FL 1131010330010 Block: Lot: NORA OLASO Owner Information Address Phone CeII NORA OLASO 9826 N MIAMI AVE MIAMI FL 33150-1747 Contractor(s) Phone FLORIDA HOME IMPROVEMENT (954)792-4415 CeII Phone Valuation: Total Sq Feet: $ 14,600.00 00 Type of Work: REPLACING 12 WINDOWS WITH IMPACT SI No of Openings: 13 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $9.00 $3.45 $3.45 $3.00 $230.00 $12.00 $12.00 $272.90 Pay Date Pay Type Invoice # WS -5-16-59847 05/19/2016 Check #: 30030 05/23/2016 Credit Card Amt Paid Amt Due $ 50.00 $ 222.90 $ 222.90 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations ements or specifications submitted to the proper authorities of Miami Shores Village. In ither myself, my agent, servants, or employes. I understand that separate permits are DORS ROOFING and SWIMMING POOL work. pertaining thereto and in strict conformity with the plans, drawings, st accepting this permit I assume responsibility for all work done by required for ELECTRICAL, PLUMBING, MECHANICAL, WIND• S, OWNERS AFFIDAVIT: I certify that all the foregoin construction and zoning. Futhermore, I authori ill be done in compliance with all applicable laws regulating e work stated. May 23, 2016 Authorized Signature: Owner / Applicant / Contractor Building Department Copy / Agent Date May 23, 2016 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION *BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: CI8 Z(() Ni • 11AP11 AVE. Master Permit No. Sub Permit No. ❑ REVISION ❑ CHANGE OF CONTRACTOR ❑ EXTENSION ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores Folio/Parcel#: 11. 3101• 033.0010 Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Address: QSZ-fo ra.►"11PP ) County: Construction Type: Miami Dade Zip: 3,3150 Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: f4012. A. ,LA -30 Phone#: City: I''11 1VMI 51-101 State: Fl-- Tenant/Lessee Name: N/A Email: N/A Zip: 3.150 Phone#: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE Phone#: 954-7924415 City: HOLLYWOODState: FL Qualifier Name: WAYNE T. BURNETT State Certification or Registration #: CGC061890 DESIGNER: Architect/Engineer: N/A Phone#: Zip: 33312 Certificate of Competency #: Phone#: N/A State: N/A Zip: N/A Address: N/A City: N/A Value of Work for this Permit: $ 1+ X10 Type of Work: ❑ Addition ❑ Alteration Square/Linear Footage of Work: ❑ New It Repair/Replace ❑ Demolition Description of Work: REPLACE IZ W 1IJOdW-S 2. tWll riPAci - 512E 'DI ze Specify color of color thru tile: Submittal Fee $ 2T7)2 Scanning Fee $ ( a-" Q Permit Fee $ a 30. 03 Radon Fee $ ' Technology Fee $ (- C Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF co/cc $ DBPR$3`1S Notary$ Double Fee $ Bond $ TOTAL FEE NOW DUE $ aD . 9C) _r Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 be approved and a reinspection fee will be charged. Signature — Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 1-7 day of f�A , 20 1k0 NO2A ()LASO me or who has produced as identification and who did take an oath. NOTARY PUBLIC' CONTRACTOR The foregoing instrument was acknowledged before me this by 11 day of n p`y , 20 leo , by WA4I' T" somIsi, who is personally known to me or who has produced as identification and who did take an oath. , who is personally known to Sign: Print: Seal: i iv tle /47-ibsa-?- p1PRY. ANTONIO HERNANDEZ ,... -• o * MY COMMISSION II FF 164915 EXPIRES: October 1, 2018 Bonded Thru Budget Notary Services rATff 0 **************** APPROVED BY (Revised02/24/2014) NOTARY Sign: Print: Seal: IC: ************ **** **** *************************** Plans Examiner Structural Review ************************************* Zoning Clerk Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/report/summary OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-033-0010 Property Address: 9826 N MIAMI AVE Miami Shores, FL 33150-1747 Owner NORA P OLASO Mailing Address 9826 N MIAMI AVE MIAMI, FL 33150-1747 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/2/ 0 Floors 1 Living Units 1 Actual Area 1,660 Sq.Ft Living Area 1,221 Sq.Ft Adjusted Area 1,441 Sq.Ft Lot Size 9,685 Sq.Ft Year Built 1940 Assessment Information Year 2015 2014 2013 Land Value $149,695 $123,910 $83,084 Building Value $95,279 $92,815 $92,815 XF Value $2,143 $2,163 $2,192 Market Value $247,117 $218,888 $178,091 Assessed Value $150,316 $149,124 $146,921 Benefits Information Benefit Type 2015 2014 2013 Save Our Homes Cap Assessment Reduction $96,801 $69,764 $31,170 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10-39 LOT 1 & N2OFT LOT 2 BLK 128 LOT SIZE 74.500 X 130 OR 19236-1298 07 2000 1 Generated On : 5/9/2016 Taxable Value Information Previous Sale 2015 2014 2013 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $100,316 $99,124 $96,921 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $125,316 $124,124 $121,921 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $100,316 $99,124 $96,921 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $100,316 $99,124 $96,921 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/01/2000 $132,000 19236-1298 Sales which are qualified 09/01/1994 $73,500 16534-1655 Sales which are qualified 03/01/1989 $74,000 14040-1063 Sales which are qualified 09/01/1976 $40,000 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Mami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: 1 of 1 5/9/2016 12:10 PM • •• • • • • • • • P =qh-(GCP-GCp�) V (mph) 175 1620 FRC for HVHZ, or Fig. 26.5 -la Risk Category 11 Table I.5-1, page 2 I•:�pinure C Section 26.7 KJ 0.85 Table 26.6-1. page 250 Nt 1 Figure 26.8-1, page 252 GC'pi 0.18 -0.18 0.55 posh of roof 3/12 14.0 degrees Theta 14.0 degrees Specialty Engineering Consultants, Inc. 1599 SW 30 Avenue, Suite 820 Boynton Beach, FL 334328 FL. CA 1009217 Intstuctions and limitations of Use 2 3 4 5 7 8 9 10 11 RECEIVED MAY 192016 BY: Wand Velociles m South Florida Dade Broward Paha Beach Risk Cat. 1 165 156 156 Low risk to humans (farms, sheds) Risk Cat. 2 175 170 170 Single Family Baidences Risk Cat. 3&4 186 180 180 Essential Facilities Charts provide wind pressures based on the mean roof height. And shag not exceed 60'-0". Design pressures are for an enclosed buitinding (shutters or other impact resistance protection required). User shall determine the mean roof height (Eave height* Roof Peak)2. End zone distance is the lessor 0110% of length, 10% of width, or 40% of the mean roof height and not leu than 3'-0" ��t�t1%ISIIig,,,4 133 `.` o : ' tO r7: 40 N, • �. • gym• mei+ ` ' O:• O= ▪ eLn -i: 1150% of a component is in a particular zone then that component 6 considered to be In zona with the majority of the area. If questionable then place in Zone 5 Each component, window, door, mullion has a bibutary area that is area to be used. Area of components to rounded down but shall not be less than 10 sf. For NOA's that require a Kd-1.0 then multiply the values Beed herein by 1.18. Wlnd pressures are based on Allowable stress design. Design pressures listed herein are valid for Exposures B and C and exposure D. (max roof height 30') ik p �1 pv * Q ik•' `to% Charts and values listed herein are only valid when signed, dated, and sealed by Gary McDougle, PE 156214 or Mark LeBlanc, PE 835683 or Adam D. L r . nc, PE1 r 012 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2 12 No reduction is taken for slopes less than 10 degrees. Area of component 100 sf Moan Roof IleightZone 4 Zone Area of component Area of component Area of component a Area of cnnponent Area of component Area of component Arca of component Area of component a Area of component Area of component 150 sf 20.0 sf 25.0 sf 300 sf 350 sf 40af • 450 sf 50.0 sf 550 sf 60 0 sf Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zona 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 -43.4 IS 40.1 -53.6 38.8 -42.2 38.8 -51.3 38.4 -41.8 38.4 -50.6 37.9 -41.4 37.9 -49.8 37.5 -41.0 37.5 -49.0 37.1 -406 37.1 -48.3 36.7 -40.2 36.7 -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 40.6 16 -44.0 411-6- -54.4 0 6 -54.4 39.3 -42.8 39.3 -52.0 38.9 -42.4 38.9 -51.3 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 41.1 17 -44.6 41.1 -55.1 39.8 -43.4 39.8 -52.7 39.4 -42.9 39.4 -51.9 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 -400 36.3 -46.4 35.9 -39.6 35.9 -45.7 41.6 is •-S5.1 v • 19 -45.7 41.6 -55.7 40.3 -43.9 40.3 -53.3 39.9 -43.5 39.9 -52.6 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 42,1 -564 • • 0.8 -411.4 40.8 -54.0 40.3 -43.9 40.3 -53.2 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 ••••62/ 20 • -4f•2 42.6• -543.0 41.2 -11.9 41.2 -54.5 40.7 -44.4 40.7 -53.7 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 • 43.0 21 -46.6 4• • • • -57.6 4A.6 • •-T5.3 41.6 -55.1 41.2 -44.9 41.2 -54.3 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 ••• •13.4 22 • • -411 43..4• 5"• • •42.0 42.0 -55.6 41.6 -45.3 41.6 -54.8 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 -48.2 438 26••••815 43.8 -V3• 42.4 • •-A6.2 42.4 -56.2 42.0 -45.8 42.0 -55.3 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 • 442 24 • -48.0 44.1! • -193 • • •42.8 J •66.6 42.8 -56.7 42.3 42.3 41.9 41.9 41.4 -45.3 41.4 -54.1 40.9 -44.8 40.9 40.5 40.5 -52.5 40.0 -43.9 40.0 39.5 -43.5 39.5 -50.8 39.1 39.1 -49.9 38.6 -42.6 38.6 44.6 43.2 43.2 -57.2 4/7 -46.6 42.7 -56.3 42.2 42.2 -55.5 41.8 41.8 41.3 -45.2 41.3 -53.8 40.8 -44.7 40.8 -52.9 40.3 -44.3 403 39.9 -43.8 39.9 -51.2 39.4 -43.4 39.4 -50.4 38.9 -42.9 38.9 -49.5 46.0 • • 43.5 43.5 43.1 -47.0 43.1 42.6 -46.5 4/6 42.1 -46.0 42.1 41.6 41.6 -54.2 41.2 41.2 -53.4 40.7 -44.7 40.7 -52.5 40.2 40.2 -51.6 39.7 -43.7 39.7 -50.8 39.3 -43.3 39.3 2788 ,49.2 45.3 -60.7 43.9 -47.8 43.9 43.4 -47.3 43.4 42.9 42.9 42.4 42.4 -55.5 42.0 -45.9 42.0 -54.6 41.5 -45.5 41.5 41.0 -45.0 41.0 -52.9 40.5 -44.6 40.5 40.0 40.0 39.6 -43.6 39.6 45.7 45.7 -61.2 44.2 -48.2 44.2 -58.5 43.7 -47.7 43.7 43.3 -47.2 43.3 42.8 42.8 -55.9 42.3 42.3 41.8 41.8 -54.2 41.3 41.3 -53.3 40.8 -44.9 40.8 40.4 40.4 39.9 39.9 46.0 46.0 44.6 -48.5 44.6 44.1 44.1 43.6 43.6 -57.2 43.1 43.1 42.6 42.6 -55.5 42.1 -46.2 42.1 41.6 -45.7 41.6 -53.7 41.1 -45.2 41.1 -52.8 40.7 40.7 -52.0 40 2 -44.3 40.2 -51.1 46.3 46.3 44.9 -48.9 44.9 44.4 PERMiT #: APPROVED ZONING DEPT BLDG DEPT 44.4 BY 43.9 -47.9 43.9 -57.6 43.4 -47.4 43.4 42.9 -470 42.9 -55.9 42.4 42.4 -55.0 41.9 -46.0 41.9 -54.1 41.4 41.4 40.9 40.9 40.5 40.5 MIAMI SHORES BUILDING DEPARTMENT - PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 9826 N MIAMI AVE MIAMI SHORES FL 33150 (Permit No. - Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL16736.1 +60.0 -60.0 +40.1 -43.4 35 3/8 x 37 NO YES 2 4, 4. 4, 4. 4, -53.6 74 x 48 4. 1x2.75&2x4 4, 3 J, J, .I, 4. .l, J, .I, J, 1' 4 .I. .I. 4, 4, 4. 4. 603/4x48 4. 1 x 2.75 4. 5 J. J, 1' 1' 4. 4. 4, 1' J, 6 4. 4. 4. 4, 4, -43.4 74 x 61 3/4 4, 4. 7 ,I, 4, 4, ,I. .l, J, 531/2 x 37 3/8 4, .1. 8 4. .I. 4, 4, 4, -53.6 531/2 x 49 3/4 4, .I. 9 • • 4•• • ,l. J, ,l. ,l, -43.4 35 3/4 x 371/2 .l, 4, • • 3:3": •••• 1 4/0 40. •• • .l, 4. ,l, 4, -53.6 53 5/8 x 36 3/4 .l, .l, yl •�, • • • 4, •, •, 4, 4, 351/2x491/4 4.. 4. •11••• .••�•. .'•.•• 4. y .I. 4' -43.4 351/2x241/4 4, 4. Doo2• �'•••_ P114991.1 lb'•o 61.0 ��IO.I -143.14 '51112-X$0 2 OO YES • • • • •• • .,•••• •••• •••••• • • • •• • • • • •••• •• • 1• ••• • • ••••• ' -- --• • • • • • •••4 •• ••• MEASURE DATE TOTAL # OF FLOORS MEASURING TECH FLOOR NUMBER • • • • E d 0$• T. 04, w 201. r• • • ROOF HEIGHT • • • 1 et 0 d A a. •, • 1 k • ••• ••� • ••4 . ! ; , : J::L.;I ,......_ �_,�.. .. I .I ., . ; I 1 { i i 1..i I... I t ;� • i (3 . , i , • ��.y 1 I' .. I..i i • li • 1 ,.., : eN • 1•, • ....y... • : I I 4#1 :, 1• ! I I 1 . • , _ . ; ; , I. t ` I ........1 , � j •..IL�Ili.. Florida Building Code Online Pro on Florida Departmemd Buslnes Q Protessilona Regulation DOS Home 1111f3. cr>yM r,f'ErAR, 1 LO9 rn User Rsiisbatlon Product Approval USER: Public User ) Page 1 of 2 Hot Topa j Submt Surcharge s<au m FiCtS 1 PubNcutinns 1 PtC LAE' 1 ecr Siz Mas 1 Units 1Searn Product Aooroval Menu > Product or Anoflcatlon S ares > Aodicaton Let > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer 0 Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss®cws.a Authorized Signature Koss Erin ekoss®cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.ac Quality Assurance Representative lay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop©cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer P5 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Ronda IJcense PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 2 Validation Checklist - Hardcopy Received Certificate of Independence FL16736 RI COI EvatReo CWS -87111 (H5-8200, 74x63 IMP).odf •• ••• • • • • • •• Referenced Standard and Year (of Standard) • Ctandard • • 444:MA/4•A/iQ •S X488 22008 ASTM E1300-04 2004 ASTM E1886-05 2005 • Aiiif4E1996-64 • • • • • 2009 i : PA/NAS 2011412/202 • i• • i i• 1994 •• • • • • • • •• • • • •• • • •• • • • •• • • • ••• • Equivalence of Product Standards Certified By ••• • • • • ••• • • • • • • • • • • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?ptrattl= ErXaw bl%2flZrn6... 6/24/2015 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/15/2015 04/21/2015 04/25/2015 06/22/2015 Page 2 of 2 #71. * Model, Number or Name Description 16736.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 74" x 63', XO or OX. Limits of Use Approved for use In NVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer Ilte in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass compiles to ASTM E1300-04. Installation Instructions FL16736 R1 II CWS -87113 (1-15-8200. 74x63. IMPl.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PVB NOA 13-0129 27.ndf FL16736 R1 AE EvalReo CWS -871B (HS -8200. 74x63. IMP),Ddf F116736 Ri AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63', XOX. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other. Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. In HVHZ. Glass complies to ASTM E1300-04. Installation Instructions 9_16736 R1 II CWS -86913 (HS -8200 111x63. IMP).odf Verified By: Lucas A. Tumer 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 R1 AE DuPont PVB NOA 13-0129 27.ndf FL16736 RI AE DuPont SGP NOA 11-0624 02.odf FL16736 R1 AE EvalReo CWS -869B (H5-8200. 111x63, IMPl.odf 9_16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes :: 1940 North Monae 5tr t. Tagh F 1Z 99 phone: 850-487-182. The State of Florida is an AA/EED employer. j,opvrnftt 2007-2013 State of Florida • • Prime," Slatemprk ::AccessilaDamernem Brifirret St+tremrvnt Under Florida taw, email addresses are public records. If you do not want your. -mall address released In response to a public -records rashest, do not send eNctronk mail to the entity. Instead, contact the office by phone or by traditional mar. If you have any questions, please contact 850.457,1395..Pursuart to 5.ction 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emelt address If they have one. The enuts provided may be treed for credal communiutlon with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with en email address which can be made available to the public. To determine if you area licensee under Chapter 455, F.S., please cock bete. Product Approval Accepts: • • • • • • • • • •• •.• .• . . . •• ®R® scour t 'Mil eWI CrerlitSArFE •• ••• • • • • • •• • ••• •• • • . • • • • • •• •• • . • • • •• . • •. • • • • • • • • • • • • • •• • • • • • • • • • • 10410 • •• • • .. • • • • . • •• • • •• • • • • ••• • • • http://www. floridabuilding, org/pr/pr_app_dtl.aspx 4119. Qyvtpqu$obl%2fIZm6... 6/24/2015 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. 429779 Evaluation Report 871B April 18, 2015 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 56 Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS -871B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 '94, ASTM E 1 886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 '08 4) Supplemental Calculations to support CWS -871B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -871B • Achieves design pressures of +1-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0l29.27t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.02/. t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 56 Ed. (2014) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. 1 do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. 46.00%111 IISg, • 14 * .�/ • Nro •54241 • +.-P 0 • .1 ,+•• .. . •• C ••g *: * . . -o: • •• .Flit.. sa. ATE•.c ;.c,,.'•* • • • 4/18/2015 • • 1'p", r•1:.j DR 11),t‘44.1.7 :Lucas A. Turner, P.E. gr'ts+dNA ENS+,'• • • • FL PE #58201 Lucas A. Tumer .. • •• ••• . • . • • • •••• • • • . • • • . • • •• • • • • • • •• •• • •. •• •.. .. ••• • • . ••. • • '••• • 2015-04-18 22:21-04:00 • • •••••• • •• • • • • ORIZONTAL SLIDER - LARGE MISSILE IMPACT 64114" MAX FLANGE HEIGHT 63 - MAX UNIT HEIGHT • • 75 1/4' MAX OVERALL FLANGE WIDTH 74" MAX UNIT WIDTH 33' GLASS DLO A 58 13!16" *GLASS •DLO —11 • • • • •• • • • ••• • •• • • • • • • •••• • •• i2.0_1111:•• •.•• •• •••• • • •• • • • •••• • • • • •••• TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 SECTION VIEWS 4 GLAZING DETAILS._2 EXTRUSIONS & B.O.M 3 ANCHOR SCHEDULE & NOTES 4 INSTALLATION DETAILS 5 O x B 0 59 9/18• MAX SASH HEIGHT CEJ A 33 GLASS DLO 38 5116" MAX SASH WIDTH GENERAL NOTES - 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AM) IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS_ "OX", "X0". 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04. 5. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT FFOUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL 8. SERIES / MODEL DESIGNATION HS -8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X - OPERABLE SASH, 0 - FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM B011 ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING 74" x 63" +/- 60 PSF IMPACT RATING LARGE MISSILE IMPACT Lucas A. Turner 2015-04-11 15:18-04:00 Crialef/t WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 Www.cws.CC 1'n 8200 PVC HORZ. SLIDER IMPACT n a EDPER 2014PBC 7 50 8 0 4 w ID O 2 4+•++++jlllll ltpREty jri�r r N. 58201 ▪ * :*'C 1,11y STATE OF ?B/S N4 NA' 1ys'4's 4111/2015 LUCAS A. TURNER, P.E. FL PES 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRPTION. GENERAL NOTES AND ELEVATIONS DRAWN BY: ADE Ism DATE: 10/10/13 CWS -871 REV.: B SCALE: 1:15 SHEET 1 OF 5 • • • • •••• • • • •• • • SECTION A -A INTERIOR SECTION C -C ALTERNATE FIN FRAME INTERIOR SECTION 8-B NOTE. FIXED LITE AT HEAD AND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MIDSPAN OF SASH (ITEMS 35 838) HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS 120 SWEEP LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITFJA 27) 718' OVERALL 1/8 ANNEALED or TEMPERED 7/18" AIRSPACE 5118" UMI 1/8" ANNEALED .D9Q DUPONT PVB INTERLAYER 1/8 ANNEALED PURFECT GLAZE 14" SIKAFLEX 552 GLASS TYPE A 1:1 1? GLASS BITE WINDOW $YliTEMB 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC Ir i 8200 PVC HORZ. SLIDER IMPACT 1- 5/ 0 8 0 9 A DESCRIPTION: m 1/) Z 0 H W tdtttttnAAgt tttt 1DREW ?,,,, L` --• P46 58201 ;� *• * S1/ STATE OF NT41tU`'r S. ZI ,S$,f�Z „�tO 4/11/2016 LUCAS A. TURNER, P.E. FLPE* 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS AND GLAZING DETAIL DRAWN 8Y: ADE DATE: 10/10/13 DWG r: CWS -871 REV.: B SCALE: 1:2 SHEET 2 OF 5 PARTS LIST ITEM 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 18 19 20 PART* DESCRIPTION VENDOR MATERIAL 14.1497 ReinL Sash Meet. Rail Keymark Alum 14-1699 ReinL 6.B.RJS.S.R Keymark Alum H-1836 Meet. Rall, Fxd. Keymtltk Alum H-8052 Sash Top/Bot. Rall H-6048 Main Fr., SH, wl Fin., PVC Micron Micron PVC PVC H-6050 Sash Meet. Rae, PVC Mikron PVC H-6051 Sash Side Rail, PVC Mikron PVC H-6049 Main Fr., SH, w/Fig., PVC Mikron PVC P-3029 Screen Pull Tab Summit P-3033 Screen Spring, SS Eley P-3113 Screw Support, PVC Team Plastic Rubber P-3218 Screen Frame Aemotal RollFOnn P•3228 Screen Spline, .155 Dia, Bk. Dapa P4754 Screen Frame Caner Key Allmetal Nylon P-3342 Seam Sealer, SM -5504 Schnee Silicone P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2' L7. FrankLove Rubber P-3429 Wsip., 0.270 x .187 back FlnSeel, GO IAtrafab P-3539 M8 x 3/4' Square TEK 2 Zinc Festenal Steel P-4730 A8 x 1/2' Truss PH TEK 2 Zine Fastenal Steel P-3752 Cep Plug, 1/2" Hole M&M 21 P-3783 or P-5250 Spring Lock, Impact, PVC Nerlock Nylon 22 •••-•-2•.•• • 24• P-47=9 4146 Tandem M&M Nylon ••4,•&5r • 28 P-4051• •6! I 1 1/4 Ph FIN TEA* Wht. P4069 Keeper, Impact, DA P-44IC Nfrittaxer wipm • Fasten] Interlock Steel M&M Nylon • 27 ••I •,2€1r •I• • •r •it) • 31• ••r • P-4638 /18 x 21/2 Ph TR1sseSMS• P-4958 Rotary Lock – • • Ajax Steel P-49 ' kor, Rotary. t • • • P49 *War", 0.420 x *II7>blidkilnSeal, Grt P-4633 Barret Fastener • • • • Sullivan Zinc S-111Z•I%irlt:roement,TJ RJ • Sullivan Uhraieb Zinc Fastonal Steel Keymerk Alun 34 ••• L •3g. S•1496 ReinL S.B.R./S.S.Ri 6-1776 Roller Track • Keymark Alun 5-149 t3aTrwk Hook, Haa15,1081 Keymark Keymark Alum Alum •• 36 ••r •.i 38 39 40 S-201160 •Prifiel Catch, HIad,•BRpI1 S-6001,,ArW UR S 6d13 4 rAdapt., wt Mb, PVC • • Keymark Alum Mikron PVC Micron PVC 5-6014 Scm. Adapt., PVC Micron PVC 8-6083 Fixed Rall Coker 41 42 43 8-6064 Glazing Beard Micron Micron PVC PVC GLASS SEE SHEET CARDNAL GU►SS Purled Glaze '14', SkaFlex 552 Henkel / Seca Silicone UNE ITEMS NOT USED: 33 211/16" PVC FRAME FIN -6049 1 3/16' II _ 1 5/16- 1/16' 1/16' PVC SASH MTG. RAIL -060 PVC SASH SIDE RA1L-8051 PVC SASH TOP/STM RAIL -6052 PVC FIXED RAIL COVER -6063 01 r PLAN VIEW -1999 4111 1/16' SASH MTG. RAIL -1497 HEAD IMPACT HOOK- 1999 r0 3/1r 2 1 — — 1/4' �+7IB'-j al rH " h~ 71, . Ir &.� I 1 D LL 1/16' PVC GLAZEBEAD - 6084 GLAZE BEAD - 1 112 PANEL IMPACT CATCH - 2000 112„ 1 1,/9• .j 3B- 1 5/16„ 3116" —Q^� 3•_—_"{ 1.4-..1— 1/2' 1/16' TSCREW SUPPORT -3113 PVC SCREEN CATCH - 6013 S.S.R./S.S.R. - 1499 CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 16 WINDOW NDOW S !/LlUli ita 1900 SW 44TH AVE. 5` OCALA, FLORIDA 34474 www.cws.cC i FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 8200 PVC HORZ. SLIDER IMPACT w we I O 15/16" 1/15- SASH R- EINF.-1899 7/18" 1 1/4" 1/1r ROLLER TRACK -1776 RAN VIEW -2000 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6083-T8 UNLESS OTHERWISE NOTED. 5/18" PVC SCREEN SUPPORT -6014 1/16" PVC ANTI -LIFT - 6005 1 c w 0 A 8 Z 6 rs Q 4ptvrnrp 04 10RE4y:•y�i -7: No 58201 ' t•'� r. * " *• I* 3 t Ea 11331% STATE OF w= y 4ti41-4,• 0at01'�'�`'S l al zz VP -hriC 4/11/2015 LUCAS A. TURNER, P.E. FL PE #t 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET f ESDRPTION: BOM AND EXTRUSIONS DRAWN BY: ADE DATE: 10/10/13 DWG*: CWS -871 TIEV.: B SCALE: 1:2 SHEET 3 OF 5 • NOTES: • •• • • • •••• • •• • • • • • • • • • ANCHOR LAYOUT - (FTN), • • 1. INSTALL ONE At4CHOR AT EACQ 11414V‘jaTION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. • : • T t!♦IM AS REO Si1CH INSTALL/VIEW 1NCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1tIr IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSNY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. •• ANCHOR TYPE, SLZE,.SPACING AI F•NMEDMENT SHALL 85 AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. • 4. AI_ INSTALf4 b J4 HORS I�LJ$i .ITADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMLAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST • • • • 86 PROTECTED TO PREVENT REACTION. • • • 5. INSTALLATION ANCHORS SHALL BE IN AQCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM •• •• SPECIFIED IelT013tP SHEET Ste••••• • • 8. ANCHOR £! BBaMEITT TO SUB 'TRA MALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. • • WG TALiATIOMSTi)6OLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. •••• 7. A MINIMUM CENTER•TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR W000 AND METAL 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. •• 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMNAAMA10O(FINWINDOWS),FMA/MMA200(FLANGEWINDOWS), FMNWDMA250(B0XWINDOWS),FMNAAMAANDMA300(EXTERIORDOORS) Callg(ORN WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, RORIDA 34474 WWW.CWS.CC e 8200 PVC HORZ. SLIDER IMPACT )* aEo co z UPDATED PER 2014 FBC CHANGED EDGE DIST. DESCRIPTION: 0 5 W cr ®¢gam 0t,,Ilun,rr 9 14. E g A- i N• 58201 CAS L •:*= * * Lp:11 STATE OF LU 11.1.91'4.\4+4 O R tO *."*A`. 41115 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN PAC DATE ADE 10/10/13 DWG REV.: CWS -871 B SCALE: SHEET 120 4OF5 SUBSTRATE BY OTHERS SEE TABLE PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERMETER SEALANT BY NWTALLER INSIDE AND OUT TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 MN. EM EDMETT SEE TABLE 1 1/4" MAX SHIM 1/4" MAX SHIM t � IAN. EMBEDMENT SEE TABLE 1 • •• • SUBFRATE B1F17:414% •••gLE1 • • • 1• •i•••• • •••• • • • • • MN. EDGE DIST. SEE TABLE 1 0000 • • • •• • •• •• • • MIN. EMBEDMENT SEE TABLE 1 1/4" MAX SHIM SUBSTRATE BY OTHERS SEE TABLE 1 ,ri/ INSEE TABLED ANCHOR MIL MIN. EDGE DIST. SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHYD FLANGE BY INSTALLER ••• • • • • ¥ABLE 1: APPROVED NBTALLATION FASTENERS E •i• •FLANGE •••• ANCHOR TYPE CONCRETE (20 KSI MALI. - C Ngrret•(285KSi1Th ' 1-1/2' 1-1/8' 2 lW »J-RLLEDCMU=AS11 lY.9•0) 3/18" ELCO LILTRACON 1" 1" •Pt. NGE FLANGE FLANGE FLANGE FN 3/16' ELCO ULTRACON 1-1/4" 2-1/2" Vine SIO JTHERN PANE (G=0S6) 2X7,41N,b•OUTHERN PINE (G--0.55) 16 GAUGE (0.060') MN. STEEL STUD (33 KSI YIELD MN) 1/8' ALUM. (6063-75 MN.) OR 1/8" STEEL (33 KSI MAV.) 3/18" RW TAPCON OR ELCO LLTRACON #10 WOOD SCREW 1-3/8" 7/8' 1-3/8- 7/8" #10-16 HILTI KWM-FLEXOR ITVY TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.080' 7/1r 2X MN. SOUTHERN PNE (C0.65) #10 GRADE 5 SELF -TAPPING I GRIL NG SCREW FULL THREAD THRU 0.125 7/18' #8 WOOD SCREW 1-1/2- 1/2" PERIMETER SEALANT BY INSTALLER INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1 1/4' MAX SHAH O6 SUBSTRATE BY OTHERS SEE TABLE 1 MN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY NSTALLER INSIDE AND OUT INSTALLATON ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLIA HORIZONTAL SECTION TYPICAL FIN ANCHORAGE HEAD AND Sill SIMILAR FOR FIN INSTALLATION ODs HORIZONTAL SECTION BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY 51STALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. cgagem WINDOW SYSTEMS 1900 SW 44Th AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT u1 a w 1- 0 w O } m Fa 0 a 0 W m Z In 5 to W Q ��v441D'REW E.*? X14, - <PN`eO.E..5NB0F1 yT � * T*1 '0. %VI STATE OF 15%8.�tiC ,t8fN„„ • zz.. 4/11/2015 LUCAS A. TURNER, P.E. FLPE* 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRFTON: INSTALLATION DETAILS DRAWN BY: ADE DATE 10/10/13 DWG CWS -871 T1Ev.: B SCALE: 12 SHEET 5 OF 5 DEPARTMENT O1 REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FI. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami --Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/1 lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision Section 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, 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 tfie rhtie eof t ie liTding Official. . This NOA revises NOA No. 13-0815.05 and consists of tlfis page t ajrd,eeidpnte 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 T(786)315-2590 F (786) 315-2599 www. m i a m id ad e.gov/econ o my .. ... .. . . . .. MIAMI.DADE COUNTY APPROVED • ... •. ••. . . • • . . . • • . •• •.. . • • • . . • . •. . • •• . • • • • • • • •NOA No. 1,1-1103 fl1 •. •. ••. • • • . . • • . • • • . . • ..• .. ..• • . • Expteation•Date: May 26, 2016 Approval Date: February 12, 2015 Page 1 • . ••• . • • . . . .•• • . • •• . • • • • • • .. .. • ... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0819.05) 2. • Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P. E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5th Edition (2014), dated 11/03/14, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon, P. E., Product Control f ectror& Spit rvtsori : • ••• • • • • • • . •-'�. • i • r •• ••• • . •Y. •. Wine D. Gaseo3►, P. E. • • • • •• .1'1 IMIlluet cbatt‘dIeSeetion Supervisor • • • • •• • V. • • a .. :NDA No. 14-1105.01 • • •' II •' . Expirelioir lSate: May 26, 2016 Approval Date: February 12, 2015 E-1 ••• • • • • ••• • • • • • • • • • • • . • ••• . • • • . • • • • • • • • • • •• •• • • • •• •• ••• . . • ••• • . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion — L.M.I.", approved on 11/31/13 and expiring on 05/26/16. E-2 .. ... • • • • . •• • • • . • 0/0 • •. • • • • • •(. • . • •• ••. .A. • • Jaime D. Gascon; P. E. •' • • • • • • • Menet caitrig §ection Supervisor '• •. • • • : SUITABLE FOR ALL LOCATIONS REQUIRING NONIMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU G; SHEETS 2.3 • j-- / -� OPENING WIDTH FOR VERTICAL MULL SEE DETAILS A-D,G,H; SHEETS 2-3 VERT. MULL LENGTH • • • 1• •• • • • • iIakikONTAL MILL LENAH • • • •• • • • • • •• • /SEE DETALS • 4D,G,H; • • SHEjT824 • • HORIZONTAL • • •• •• • • ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE SEE DETAILS A THRU G; SHEETS 2-3 OPENPIG HEIGHT FOR HORIZONTAL SEE DETAIL E, MULL SHEET3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. • • • KIDYIONAL EXAMPLES OF HULL CONFICYRAIIONS: •••••• • • • • • •••� •I�II• • • •� I+--FORIZ. MULL LENGTH-1 4OLH OPENING WIDTH • •••• ••ePeG ING • HT • FOR HOW. NULL ILL OPENING WIDTH FOR VERT CAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS "T SEE CORRESPONDING DETALS FROM FIGURE 1 ABOVE. GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR 7HE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS "FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1M FROM THE CLIP. 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. 5) 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 24. 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 SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOAS; ANSWAF&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 CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA VERT. MULL LENGTH INSTRUCTIONS 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') 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 25 TO DETERMINE IF THE WIND LOADING 15 'RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL'. GENERAL NOTES ..............._._1 INSTRUCTIONS 1 MULL TO 2X WOOD............_._2 MULL TO 1X 8 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 INSTALLATION4 1 X 2 X .126 MULL SPECS... ...... ._6 1 X 2.76 X .375 MULL SPECS.....-7 1�1f.736 .85 MULL SPECS. 1 X 3.125 8 1 X 4 X .125 MULL SPECS....._. 10 1 X 4 X .376 1118E MULL SPECS11 1 X 4 X .375 T MULL SPECS11 1.26 X 3.188 X.285 MULL SPECS12 1.26 X 9.26 X.100 MULL SPECS13 1.25X3.26 1.28 X 2.11 X.125 MULL SPECS18 30• X 3.25 DAY MULL SPECS...._19 46' X 3.25 BAY MULL SPECS 20 MULLION 8 CUP DIMENSIONS_ 21.23 EXAMPLES 1 & 2.._......x...,_24 LOADING EXAMPLES....._ ........... _26 4) FIND THE CHOSEN MULUON'S MULLION CAPACITY (LBS/FP) FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/Ff.) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FT') OBTAINED IN THE TABLE 15 HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FP) 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 (LBS/FT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MILLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. N CL "9 M 10 A 1 V d Y 0y PRODUCT REVISED as complying wltb Iba Florida Nun/Ing O6de A N•J.1 OJ:L D.i =�/Zvi(' e`y yt a.ia_9_ i• .. ..„.. Nlami Dade Product Control--, No. 58705 ', * DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLP MAY BE INSTALLED BY THIS METHOD. • • • • • • •••• -MILLION MULLION SEE SHEETS 21-27 FOR HOLE LOCATIONS EDGE DISTANCE FOR WOOD SCREWS • • • • EMBEDMENT • • • • • • • • • • EXTERIOR •• TYP. ANCHOR PER SUBSTRATE, SEE TABLES 113•16B .2501 MAX FOR AU- MULLIONS • i.• . '•i ••. • • • • • • FRONT VIEW • —r..... • BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1. SHEET 1. DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) asQ4./ EXTERIOR MULLION BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. • TYP. ANCHOR / PER SUBSTRATE, SEE SEE TABLES 18-168 THE OFFSET CLIP IS RECOMMENDED FOR FMN-FRMIED WINDOWS. BUT !JAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18.168 EDGE/END DISTANCE SEE TABLES 1&168 SIDE VIEW • • 01R91-ALLATION NOTES! • • • • • • •1) ANCHOR EMItIMENt TO BASE MgTEgIALahlriALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY ORIANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE 1HE 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. EDGE DISTANCE FOR MASONRY ANCHORS MIN 2.7 KSI • CONCRETE OR CMU EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-188 EMBEDMENT - MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1. SHEET 1. - EDGE DISTANCE, SEE SEE TABLES 18-168 SIDE VIEW EITHER THE STANDARD 012.1 OFFSET MULL CUP MAY DE INSTALLED BY THIS METHOD. TA Z 0 J W m co 1— Z W d 2 m N rc CC 2 O 60 t0 1 z N O y N gre PRODUCTREVTSED 88 complying with Ib6 Florida Building Ood6 AccmcoNo 4 E9"7 D8 '>.s :Niaml r 84e Product Centro ..:'s> \'t\'':::. • �••LSE•<<cc� :1 No'ICEN . 58705 �C�s '' • �,<OR I DA, . •. •' 40 '- 'l4Ce ;:. AF� L'YE. FL P.E.# 58705 • DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) MULLION EITHER THE STANDARD OR OFFSET MULL CLIP MAYBE INSTALLED BY THIS METHOD. TYP. ANCHOR PER SUBSTRATE, SEE TABLES IB -13B EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR EMBEDMENT - -. - • • • • •• MIN4.114 CONCRETE OR SMU • • • RONTbI€Vb BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. THE OFFSET CLIP IS RECOMMENDED FOR F61.FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR — PER SUBSTRATE. SEE TABLES 18-138 EDGE ^DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 18.136 SIDE VIEW • • • • • • • • • • • 1JTBLLATION NOTES • • • • • • • $ ANCHOR EMBBDWENT AO BASE A RNl•S TALL BE BEYOND WALL DRESSING OR STUCCO. • • • • tj QAANTITY OF ANCHORS ,AND MULLILIta 0R CAP TX�SSIL!E�LSSHHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION BECAU• O ECT QUANTITYAANDLOCATION 6 ATJCHORS MD USTLY ON THE BE FOLLOWED, REFER FER TO THE TABLES ON THE R TO ANCHOR DISTANCE, THE ••• • FOLIQWING SHEET'S. FOR DETAILS 14P,sEilYBR THE STANDARD OR INTERIOR CUP MAY BE USED. • • • • tj ANCHOR HEAD TYPEUIIAY BE PANHAADAHIEPHEAD OR FLATHEAD. • • • • vie 4) WOOD BUCI iE OITIONAL, SE: DF•TXICC• SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OREMCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. --I .126' MIN. VARIES TOP VIEW DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) MULLION NOTES: 1) MAY BE INSTALLED IN *TEE' OR' CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULUON. VARIES LINTERSECTION U.CLIP FRONT VIEW 1112 STEEL SCREWS, SELF -DRILLING OR PRE.ORILL MULLION AND USE SMS MULLION EXTERIOR SEE SHEETS 21-23 FOR HOLE LOCATIONS DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHOR PER SUBSTRATE, SEE TABLES 16-138 FRONT VIEW . EXTERIOR SEE SHEETS 21-23 FOR HOLE LOCATIONS MULLION EDGE DISTANCE SEE TABLES 1&136 SIDE VIEW FOR STEEL STUDS THINNER THAN 16 GA AND COMPLIANT WITH THE FL WRONG CODE, A 2( W000 BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. SIDE VIEW EDGE DISTANCE SEE TABLES 1B-138 5 (0 0 J -J 2 W 1— z 1 J N l0 U a 2 N CO m N z 0 cc H (1) z z 0 0) 0 0 0 M 8 a A iNEVV MULLS TO SHEETSET 03 N 0 AO z Y coO O co mxxar 'RODUCTRBVISSD v complying ABA the Florida mid AcceptanceN a y••• 01 Date -- 11ru.L Oyu 8 Irani Dade Product Coc!P, 111111tlI!! .NY• LYNN P?•' VICENSF'•��F'A • No. 58705 * 4- �'CNG�`/ A. LYNN MILT 1, P.E. FL P.E.# 58705 • •••• • DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) SEE DETAILS A.E, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) SIDE VIEW SHOWN WITH 1' X4' X.126' MULLION STANDARD MULLpN CUP MODIFIED TO FIT FIELD CONDITIONS. MULLION O O O O TYP. ANCHOR PER SUBSTRATE. SEE TABLES 18-148 TOP VIEW DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30' OR 45' BAY MULL TOP VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 168 OR 16B EXTERIOR 2' X 5"X.126' ANGLE CLIP. 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. 2' X 6' ANGLE CUP. 2 PER MULLICN EIA, MUST BE INSTALLED ASIOE OF BAY MULL. • •EXTERIOR • • •• F • • • • • • • • •11OGENCE PER ANCHOR • • • • TYP. ASCNOR PER SUBSTRATE, • SEE TABLES 1B -14B • • • OyiOCD, STEEL, STANDARD CLIP TO BE • AL A LTAIj0R MA30NIiY• • • • • MODIFIED INFIELD. ••• • EXTERIOR INTO WOOD, STEEL. ALUM OR MASONRY EXTERIOR INTO W000, STEEL, ALUM, CMU OR MASONRY •E •••• ••• • EDGE DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.1 f X .125' MULLION. 2) SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. 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 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 156 OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. 8 ii CO z 0 J -J w m? z Tn W H Q a m rc U Tn z 0 Q' z z 0 F tz 0 8 2 Oo z O O O &.O re O 412 PRODUCT RBVISBD m comptyh7 with the 14611da Banditti Cods ACOCDta1Kp NO itimllatloa "5.01 6• N(. Made Product ..IR10 \1111111NN t`'' ............ ,Ifs(! P�•. \KENS .••' Fp No. 58705 ' 5 --„9,%. ATE .•• �(�f` C' '•�ORIDP.•'' \�: '',SfoNA .IE�,". A LYNN Iv51LLER, P.E. FL P.E.# 58705 a Mullion Capacity Table (Ibe#t2) 1 a 2x.125 Alum. Tube Mullion Opening Width (for verIceI '-spemtrg mullions) or Opening Height (for horizontally-eperoirlp mullions) 501n 601n 701n 801n 001n 1001n 1201n 1401' 180 In Rod/mauler Leading Trap/Meng. Lading R406504140 Lading WNJmn9. Lo*dng Re tangid.r loading Trap/Meng. Losing Rectangular Loading Trap/Meng. Loading R.01.00ulr Loading Trap/Meng. Lowing Rectenyler Lowing TrepRlla g. Loads° Rectangular Loada9 10ap/T4en9. leading Rectangular Lowing 10090111,59. loading Rectangular Loading T4p/T46rg. loadrg 11 g li i II � ggy li I 11 II ii g- $$II 11 .- ii I 11 I ii II g it ii r7 11 i ii i 11 is ii &' i -II ig ii ii III ii F i 11 d' ii i ii it' ii L' i II ii ii & i il is ii $$ d II g' � aa' 11 L' i II g li 11 ii ii a ii J M 421n 111.9 408 129.6 332 932 400 115.6 325 79.9 400 107.0 321 69.9 406 104.4 319 62.1 406 104.0 319 55.9 408 101.0 319 46.9 408 104.0 319 39.0 409 104.0 319 35.0 408 104.0 310 401n 74.0 312 63.8 266 62.4 312 73.4 252 63.6 312 67.0 249 46.8 312 03.2 246 41.8 312 61.3 244 37.6 312 61.0 244 31.2 312 61.0 244 26.0 312 61.0 244 214 312 91.0 244 50.625 In 63.9 281 70.6 234 53.2 201 61.5 228 49.0 291 65.7 224 39.9 201 02.1 222 35.6 201 60.1 220 31.9 281 49.3 216 26.6 261 49.3 219 22.6 281 49.3 210 20.0 241 40.3 219 541n 52.6 247 57.5 207 43.9 247 49.8 202 37.6 247 44.8 100 32.0 247 41.6 196 29.2 247 39.4 104 28.3 247 38.4 193 21.0 247 38.1 193 10.8 247 30.1 193 18.4 247 38.1 103 601n 38.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.6 163 24.0 200 20.0 160 21.3 200 27.1 159 19.2 200 25.9 157 16.0 200 260 156 631n 33.1 161 35.3 155 27.8 101 30.3 162 23.7 181 26.9 149 20.7 101 24.5 148 184 181 22.8 144 166 181 21.7 143 661n 28.9 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 10.0 165 21.0 134 721n 22.2 139 23.3 120 18.5 139 19.0 110 16.9 139 17.5 118 781n 10.9 125 19.7 109 15.7 126 10.0 107 761n 17.5 118 162 104 ..._- ..- Anchor Capacity Table (160 Anchor Clip Patterns Subetrele: 2.7k Cawree 3.5k Caw. NOM CMU Fled CMU PT Wood Meth Type: 118' Elm Ulkxa V4' Eko U6nea 5/l6'Eko Unman Ulncon 3118' Ekw Uere4a f14• Ebo hareem 1/4' SS Ela Ag9nMleta 5/IT Eko Ullman 11788 Elea AppeOekr 81081441 Sonata (051 1112 Mad Snow (05) 012 Sled Screw (OS) Edge Distance Oa 7 2-12' 7 2.12' 3-1/8• 7 2 -VC 1• 2-12• 2' 3-1/17 2' 648' 0.54 0.32.7 Embedners6o7 1-3/4• l.340 14/4" 1.314- 7 1-114' 1-114' 1-1440 1-lin• 1-1/P 1-V4' 2- 1-3/8' 14/8' cedes 2 Anchors ® 4.760 Min. 0.0.7 8105464 a 0014 Clip wt. 17 39016* 390 an 450 ns 890154 1644 154 270 Ds 2801b* 354 6. 74016.4 37416* 004154 540 De 341 69 442156 580106 4 Anchbrse1.15•Mk. lC. / MOWN (or 06+et) C6p Fig. 2. 480164 700566 WA NIA WA NIA 38016* N/A WA WA WA WA 082164 as5Dw 112094 4 AMhwrs Q S M & / Angie Clips / (F0.3k 7800' 70090 80015. 1560 Ras 1000 9, 543104 500154 WA 76016* 74816.4 880 Ds 1892 D. 682164 68516. 1120 6. 6 2 h&n} 0.45' Mk. O.0 mar Imo .125• Akang. kil.r.NIA WA WA WA WA WA WA WA WA WA WA WA WA 715 66 • 1.1nohr/ FC674. k 1416. 19515s 225 Ds 44516* 822 W 13516. 140166 177154 37016. 187 6e 332154 47316. 170 Ds 221 16. 280lbs II 2Ana5n% 1.54140.0.0/FCI5(Fg.1J: 240164 3506. WA WA WA WA 160104 WA WA 1116 WA WA 341166 442166 580164 01619.1FMTHE OFFSET CLIP, t4GE THE SAME ANCHOR PATTERN ANO ANCHOR VALUES AS THE STANDARD P. • • • • • • • FIQIJRE 1: • • •• • • • �A(li1Rt!3: • •• •i•• • •••• • •••• • • • •• • •• •• • • •• • • • • • • • •• • • •••• • ••to • •••• • • FIGURE 2- .j• • ••• • • • • •• • 4• • • • AI F•C1.1t. MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: • FIGURE 8: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP•„) x `ANCHOR CAP. ,,o,,:) -ANCHOR CAP.a. 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 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 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 A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 812 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.000' 1-- 2.000' L!■� .125' 1' X 2' X .125' M5AL(ON N lv E t0 O 73 4D �pp Fl W W 2 (n 0 J -J 2 rn $O 0 s z O O"2 3 O O PRODUCT REVISED as complying 1018 5 Oto K94)& 00041.9 034e Acceptance No 555. Das FlY MIa ni \11(11111111/77 \et.. LYNN N. ‘.1CLNSF •., F� ' NO. 5870S • * =_ %/!°NAI EN A. LYNN 111 NVMI 'LLER, P.E. FL P.E.# 58705 • ^V�._ ..^ MuMNon C pacity Table (Ibs/R') 1 x 2 x .376 AlMullloo e Opening Width (tor vertically-span/kg minions) or Opening Height (for 59dzontalyapaMnp mullions) 601n 809 7012 80 In 901n 1009 120(5 1401n 180 In Rectangular Loading 1,. Tdang. Loading Ractuaulr Loading Trap/Marg. Lading Reolangulr Loading Trap/7119n°. Lading Raclengular Loading Tnap/rdang. Loadh9 Racten9.49 Loading TapRdang. Loading Rectorate Loading TnWTMre. Loading Reolnp4ar Loading TrapTdang. Loading Rectangular Lantra Trap/Marg. Loading Rectar9080 Loading 55. 11rlang. Lading 1 lili11l 1i 1 ih 1 fl 1i i II II 1 :nl h 1 I ill 1 II ii fl 1 I2 ii 1 ilf hh i ii hh ii 1 111 ii1 lli hh 1 l 1i ii 1 ii it 1 fl t 1 111111 'j 37419 hh• ii !I d li i 42 In 170.0 820 170.0 435 151.3 682 170.0 478 1297 562 170.0 508 113.5 eat 1895 618 100.9 882 180.9 517 90.8 892 1889 517 75.7 082 1889 617 64.9 682 1658 517 58.7 862 1859 517 461n 121.8 507 1350 419 101.4 607 1192 410 66.0 607 106.7 403 76.0 507 1020 399 57.8 607 99.8 397 80.8 507 99.0 308 5417 607 99.0 390 43.4 507 99,0 398 380 507 99.0 396 50.62510 103.7 458 114.6 379 86.4 456 99.9 371 74.1 458 90.5 364 64.0 458 84.6 360 67.8 458 81.3 357 61.8 458 80.0 358 43,2 456 80.0 356 37.0 458 80.0 358 32.4 458 80.0 350 54 In 85.4 490 93.3 330 712 400 80.9 328 81.0 400 727 322 53.4 400 67.3 318 47.6 400 84.0 315 42.7 400 623 314 356 400 61.8 313 30.5 400 61.6 313 207 400 61.8 313 601n 623 324 88.9 276 51.0 324 67.5 270 44.6 324 61.2 284 350 324 48.0 260 34.8 324 43.9 257 31.1 324 420 255 250 324 40.5 253 222 324 40.5 253 19.5 324 40.5 253 8312 53.8 294 67.4 252 44.8 294 49.2 246 384 294 43.8 241 33.5 294 390 237 29.9 294 37.1 231 269 204 352 232 224 294 33.5 230 19.2 294 314 230 10.3 294 33.4 230 68In 488 298 49.8 230 30.0 288 42.4 226 33.4 208 37.5 221 29.2 268 34.1 218 250 260 31.8 215 234 288 29.8 212 19.5 288 28.0 210 18.7 268 27.7 2.09 14.6 288 27.7 209 721n 310 225 37.9 108 300 225 32.2 191 25.7 225 28.4 108 225 225 25.8 185 20.0 226 23.6 182 150 215 221 180 15.0 225 2903 177 11.8 225 19.6 178 11.3 226 19.6 176 7812 30.9 202 32.0 177 255 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 187 17.0 202 19.7 165 15.3 202 154 183 12.8 202 16.7 180 10.9 202 159 168 9.8 202 158 158 781n 28.3 192 290 158 210 192 26.1 105 20.2 192 220 102 17.7 192 19.7 159 16.7 102 181 157 14.2 192 188 155 11.5 102 15.2 152 10.1 192 14.4 150 8.9 192 14.2 150 901n 185 144 19.0 128 154 144 16.1 128 961n 15.2 127 16.5 113 • -._._ V Anchor Capacity Table (lbs) S6591rte: 2.73 Conerete 3.53 Caro. Hollow CMU Fled CMU PT Wood WWI Anchor TTps Anchor Clip Patterns 3118' Ego Ulraea 1/4' Deo UI1.ea 5/13' Elco1l4 Ulraoan 3/16• Eko U8•oa 1H' Elco lln Ucan 00 Else AprHlala 5910. 990 Macon 1N' SS Ow AppaGabr 1110 Steel 54094/ KIN 612 Steel Sow" IGS) 872 Med Baan (G5) Edge Gni0M.e0n7 r 012' r 2-192' 3.110• r 2-5/2• 1• 2-1? 2' 3.1/9' 2' 0.48' 0.54• 0.324• • • Embadmam 927 14/4' 1.54• l-34' l474• 7 1-114' 1.111' 1.114' 1-104• 1-114' 1-114' 7 1470 14/8• terlae 2 Anonocie4.75' MIn.Di.S� a OIfuI C83Fg. 17.400 ea 300 ba 450 Ne 153010. 1044 lbs 270lbs 250 M 354 Ma 740159 37419 664 to 946108 341 la 44219. 560159 r •1 1.15' MM. 0.C.1 S4 rd (a Ogre° C9O(FI6 5 451119 700 0.r WA WA NTA WA 39999 WA NIA WA WA WA 682 No 68519 1120160 16 II 4 Alpo7603'040. O.C./(2) 710 Angle alp. 90j. 39 78/11. 789096 WOIb. 15509. 189619 5409e 58094 WA 700159 74519 68)9. 189219 6620. 85519 112019 2 Mrchora 4 0.45' M1840,917/1194111•116 .125' Alum (Fig. 47 WA WA WA WA N/A WA WA WA N/A WA WA WA WA WA 715159 r • 1 Oreha / F -O Fg. 6): WNW 195 9 0 225 . 9 4451229 9 3 0 135 9. 1409. 17719 37019 18719 332 . 5 473159 170159 221 19 28019 • _ 2 Anehae 91.15' MM. O.0/F 17.19._ /''.•••3509. WA WA NIA WA 1909. WA N/A WA WA WA 341 le 44219 58019 NQT�`: FOR THE OFFSET LIP. USE THE SAMA ANC R PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. • • • •• • FIGURE 1: •••• • • • •• • • •• •• • • •••• • FIGURE 2: .• • • • • ••• • •IlIGURE3: ••• •9 • L • V • • • ••• • •••• • • • •••• FIGURE 4: • • • • • • •• • • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE & • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,,,,,,,, , (OP,„) x t / ANCHOR MULLION CAP.,R,,,.,, 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 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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-T5AND 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. 810 & 812 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. -1 1.000' (-- 1' X 2' X .375' MULLION N CC co i z it A 1 01 CO 10 O . O z 0 O 2 Ln0n PRODUCTRBVISBD Boning ing Cody abh 169 Florida A40 9559ceN0 Pete iG/ 244.6 altlmi 0.. Pr et 06001 1 1111111111/4 \1 \`1\�ON� LYNN A9/�� * No. 58705 ,11 oaf( /5 TATE '. F<ORIOP.•'•�� A. LYNN MILIe5R, P.E. FL P.E.# 58705 TABLE 3A Mullion Capacity TabIs (Ibs11(2) 1 x 2.76 x .376 Alum. yuan Opening Widen (for vertically -sparring nnnions) or Opening Hight (tor hOlIzanlaIIy sparring 0604(ons) 606 0070 7070 80 In 801n 100In 120170 14071 •718' Elea Uxreoa • Recirr•Au Loving Nap/ISug. Lading -Rectangular Lowing Map/Mang. Loading Rectangular Lowing hep/Men9. Lowing Rectangular Ladn9 Trap/Mang. Leming Rectangular Leming Trep/itleng. '--Recten9Uar Lowing Latins Trap/Mergr' Loading Rectangular Loafing T50715876. Loading 0.87888 ler Loading ilea/Mang. Leming Racing/ lowirg ep/ixan5. towing it a it 1 ii is if I ii la1 if ii la 11 1 ii laIla1la if it it ii II I ii la1la1 II ii it ii laI if ii la if I ii la it 1 ii la it I ii la it ii la II it laI if ii la it 1 ii la II 16675 9 i781n 311100 170.0 820 170.0 435 170.0 744 170.0 410 170.0 888 170.0 600 170.0 992 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 621 148.7 1301 170.0 521 127.5 1301 170.0 521 111 1120100 170.0 621 48 N 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 851 151.8 1139 170.0 977 138.8 1139 170.0 890 113.9 1139 170.0 600 97.8 1139 170.0 580 `1 1139 1 .0 500 In 1700 747 170.0 563 170.0 898 170.0 831 107.8 1032 170.0 604 146.0 1032 170.0 723 130.5 1032 170.0 747 117.4 1032 170.0 758 87.9 1032 170.0 758 53.9 1032 170.0 756 73.4 170.0 750 641n 170.0 707 170.0 812 161.3 907 170.0 691 1362 907 184.7 730 120.9 007 162.6 720 107.5 907 145.0 714 06.9 907 141.1 710 80.8 907 140.0 700 69.1 907 110.0 709 60.6 007 140.0 709 606 141.1 736 161.5 626 117.6 736 130.3 911 100.8 735 110.0 699 88.2 735 108.2 590 78.4 735 09.6 683 70.5 735 95.1 670 66.6 735 01.8 674 60.4 735 91.0 674 44.1 735 91.0 674 631n 1211 886 130.0 670 101.8 008 111.6 657 07.0 688 90.0 647 762 698 90.1 538 87.7 686 031 531 60.9 668 70.8 628 5041 CO 766 621 43.8 600 75.8 621 30.1 866 766 621 108.0 807 112.4 622 06.3 607 08.1 511 75.7 407 85.0 501 65.2 607 77.1 493 569 807 711 408 530 807 87.8 4111 44.2 007 83.4 470 37.9 607 82.7 474 33.1 607 62.7 474 721n 61.9 510 85.e 140 08.0 510 71.0 434 cn510 64.3 426 51.0 510 571 119 464 810 53a 413 40.0 610 50.0 108 34.0 619 15.0 402 202 stn 44.4 309 209 510 44.3 399 391 458 72.6 400 57.8 458 81.7 391 49.8 006 64.1 305 43.4 460 40.8 378 38.6 458 44.8 373 34.7 450 411 308 281 450 37.7 302 24.0 458 38.0 359 21.7 458 35.7 655 101n 84.2 435 87.0 361 53.5 435 68.0 373 45.9 435 49.8 388 40.1 435 44.7 380 35.7 435 40.9 355 32.1 435 38.1 351 2841 435 34.4 344 22.9 435 32.0 341 20.1 435 32.2 340 901n 41.0 327 43.1 200 34.0 327 364 266 29.0 327 31.8 280 261 327 26.3 276 23.2 327 25.7 271 20.0 327 23.7 288 17.4 327 21.0 262 14.9 327 19.3 2588 901n 34.4 287 35.4 267 267 287 29.9 252 24.6 287 260 240 21.6 207 23.1 244 19.1 267 20.9 240 17.2 287 19.3 237 14.4 207 18.9 232 1007n 24.2 227 24.7 205 20.2 227 20.0 201 17.3 227 18.0 168227 18.0 105 1111n 22.3 215 71.7 184 16.6 216 19.1 101 169 215 18.8 168 1201n 178 104 17.9 157 TABLE 3B An horCapacity Table (lbs) • • • • • • • ••0•DYWCBp Patterns • • . Substrate, 2.79 Comrate 3.5k Caw. Hage CAN/ Filled MU 97 Wood Metal • • AndMT7po: • • •718' Elea Uxreoa • 1/l' Elea Ullraon 5/16' 7ko 1111/atm 3118' Elco 051,.017 IIP Eke Macon i/4' 88 Elco A5Re00lor 5/18' Eke 09,5055 i/4.88 0100 Ag0re0.Nr 910 01ee1 8010W (GO 812 Weal 60•14 Mt 1112 Sled 811538705) • Edge lxsanoe611/. lb 2-1/2' 1' -1G 3-118• r 2.1/2' r 2-12- r 11174 r 0.48- 094• 0.324' (Omens/ 0r/ 1-3/4' 1.514- 1.14' 13/4" J T 141' 1-139 1-11' 1-114' 1.114' 1.11' 2' 13/r 7.379' wags `' 3X,5151151a04.75'1.9n.0.L:/ Slangs/OW Onsetalp k s 390 10080 45016. 64 1044 Ms 210170 280160 354150 7401, 371188 88416 0461, 311100 4421, 5001, Nabors Q 1.15 Min. O.C. / Ice Clip 1u 70010 WA WA WA 3801, WA WA NIA WA WA 02 8 50 6 051, 11201, • 4 Anchors ®3- Mtn O.C. / (2) 205 Angle Clips / 78010 8801, Ib 2888100 540100 5801, WA 780160 7481, 980100 1892 bs 88210e 985108 1120100 • • 416 *o• S 0.45' Alln. 0.C411•0011600 .125' ANm. (F1.1l 00 WA WA WA WA WA WA WA WA WA WA WA WA NIA 715 Re • • 1 /•c058/ F.419 4110. 51 •195 Me 19516, 225 lbs 44597. 671 be 1351, 140160 1771, 370108 187170 332100 473100 170170 221170 2801, 2 Ambit.%•.15' MIT/ O.Cl FCIp(F• * • 390650 350100 N/A WA WA WA 100170 WA WA WA WA WA 311 Ne 442 Ms 500101 N'0 gq11 JHE OFFSET CLIP, UgE THE SAK4N0R PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. • • • FIGURES: • • • • • • • •a •• • • • •• FIGURE 4: • • ••• • • F16YREt: • • • • be•• •• • • • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 6: • • TABLE NOTES: C) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ANCHOR CAPACITY ADJUSTMENT FORMULA: MP. DP ,) x ( ANCHOR CAP....,.w, - ANCHOR `MULLION CAP.,.,,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 SO OF 0.55. ALUMINUM SHALL BE 606345 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 036. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL. 18.8 S.S. OR 410 S.S. -.1 1.000' 2.750' .375" 1' X 2.75' X .375' MULLION 5 10 8 W -J a 7 1- o> X U) r N X a co f0 S 1 z 05 8 O B "0• O 0 0 r 2 `L 0 EE� d, PRODUCT REVISED m complying with 5b4 Florida A" ��.4- ,,t[ .o1 Rate ._ _,2016 "Alain! ark Product Control `1.70111111,,, `,\; CNV LYNN Mid �• 1.LCENS4''••!FA i ' 1: • No. 58705 jQ�•, SATEs CONAL - A. LYNN'MILLER, P.E. FL P.E.# 58705 TABLE 4A Mullion Capacity Table pbslf') 112,768 .660 Alum, Tube Mulll4n Opening Width (forSeN(gly-spewing Wiens) or Opening Height (forltori7Helyapenring minions) 501n 601n 7018 SO In 901n 10011 12004 140In 1001n Rectangular LOedng TreplTdang. Loe6ng Robinette/ Lonna T1npm1ang. Lading Reolawn Lacing Trapfilag. Loafing Roolapix Lading Tr.plTdere. Inane Reotrpir Loading TryJT6ng. La4ne RRcl.ngla Lacing Trop/Diane. Lading Rectnguln Loafing Trep/Tdng. Lonnie R.dnpiar Lacing TmprIl5ng. Laing Rectangular Laming 7189/7dng. Lo.dng it n b 11 g ��' it g b. it '� I � it r, IA b� 11 g i g it t._a IA � til I IA b._ 11 � it £ III ¢ 1 f it f- gA � 11 1 ii it 1 it t II � 1i 2' /a 1 1J/8' I � ii yI 9.5 it � it f- IA b� 11 I � ill f I_ b � sl Ig 1 � it f- IA 9..5 11 I ig I 11 g S i 421n 170.0 820 1700 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 982 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 521 156.7 1620 170.0 521 130.0 1020 170.0 521 4001 170.0 706 170.0 624 170.0 550 170.0 504 170.0 992 170.0 630 170.0 1133 170.0 081 170.0 1275 170.0 877 170.0 1417 170.0 600 141.7 1417 170.0 840 121.5 1417 170.0 080 100.3 1417 170.0 060 50.82518 170.0 747 170.0 503 170.0 005 170.0 831 170.0 1040 170.0 064 170.0 1195 170.0 723 102.0 1288 170.0 747 140.3 1288 170.0 750 121.9 1286 1700 758 104.5 1268 170.0 750 01.4 1260 170.0 760 541n 170.0 707 170.0 012 170.0 050 170.0 091 170.0 1110 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 (137 120.0 1130 1701 850 100.6 1130 170.0 861 00.1 1130 170.0 681 75.3 1130 170.0 061 80 (0 170.0 865 170.0 701 148.5 016 102.3 761 126.6 015 144.6 744 1001 015 132.3 735 07.6 916 123.9 720 67.9 915 116.5 720 73.2 015 114.4 715 02.0 015 114.4 715 54.9 915 114.4 715 631n 161.8 830 101.9 710 128.5 810 130.0 894 100.5 630 123.2 061 04.9 630 1122 670 04.4 030 104.8 002 75.9 830 99.4 654 03.3 830 94.5 049 54.2 830 94.1 840 47.4 830 94.1 640 0018 132.1 767 140.0 850 110.0 767 119.8 030 94.3 757 105.0 624 92.5 757 98.1 614 73.4 767 50.1 406 88.0 767 64.2 600 55.0 757 79.0 593 472 767 78.2 691 41.3 767 78.2 591 721n 101.7 030 108.8 552 84.0 836 91.0 540 7 80.1 530 031 830 72.2 621 64.5 836 68.5 614 50.9 630 82.3 508 42.4 630 57.2 500 38.3 038 65.3 497 311 830 55.2 497 701n 88.5 571 00.4 400 72.1 571 76.8 400 6 . 1 07.4 479 64.1 571 80.0 471 46.0 671 65.5 464 43.2 671 51.0 459 36.0 571 47.0 451 30.9 571 44.6 447 27.0 571 44.5 446 78In 60.0 542 53.4 474 06.7 542 70.0 485 67.1 542 02.1 454 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 20.0 542 40.0 425 25.0 542 40.1 423 9011 52.1 407 63.7 381 43.4 407 45.4 365 37.2 407 30.8 349 32.5 407 36.3 343 20.1 407 32.1 338 20.0 407 391 334 21.7 407 20.1 327 181 407 24.1 322 18.3 407 230 310 981n 42.9 350 44.1 320 35.0 356 37.2 314 30.7 350 32.4 309 200 336 28.8 304 23.8 350 20.1 300 21.5 356 24.0 200 17.0 358 21.0 2090 15.3 358 10.2 284 1081n 30.1 263 30.8 255 25.1 283 25.9 251 21.5 293 22.6 247 108 283 101 244 10.7 283 16.0 240 15.1 203 10.5 237 11118 271 287 28.3 242 23.1 287 23.9 238 19.9 207 20.6 235 17.3 207 18.3 231 15.4 287 10.5 220 1201n 22.0 229 22.3 209 16.3 229 18.8 205 15.7 229 16.2 202 TABLE 4B • •• Anchor Cnp cltyTableObs) • • S : ale: 2.71Corwrele 3.53 Conc. Hans CMU FindCMU PT Wood Meal • • • • • • Ancho•Clp Patterns • • • • • • AncM• :p• • y • 3/1 .Elco U6raaon NV Boo Ninon 5/16'Eko174'S5 ul9eca 3/181. ElectUllnoon 1/4' Elm Ulnas Moo Agenntor 0416'Eko Macon 1/4'158 EIO AgereOear 910 Steel Somw(05) 0(25ae1 Saar 635/ 912 Sled sow WN • • EdOe plane. On) 1' 2.12' 1' 2.10' 3-1/9' 1' 2-12' 1' 2-1n' 2'_ 3.18' r 0.48' 0.54' 0.324' • Emb0n4 So`: 1-3•' 1.314' 1-3/4' IJ/4' 5' 1-1/4' 1.1 44 1. /4' 1-114' (-1/' 1-1/4' 2' 1.3/6' 1J/8' odea '2 Anohom ® 4.75' Man. 0.C. / Standard or 00.• OIp (4'5. I7 3909. 39015, 45015, 69019e 164416. 270 In 2005. 354 in 74015, 3741.6 804 I5, 04615, 34115, 44244 5800. %Athos ®1.15' Ma. O.C. / Andrea (orO8re1) Clip hP��41616. 70015, WA WA WA WA 360 Ms WA WA WA WA WA 8821.6 I 112015, Z• • I 4P511.,.49 3' Min 0,p4 ?e5 AngieClips / (Flea 71101p 780105 680 ms 150015. 1096 ms 540 M s 5801b WA 7608n 74615s 68016s 1892144 682lba b 1120 Ms 2 Anchors Ig 0.45' Mm. 04c. / thCISp. 649.125' Alum. IjlO. 4 a WA WA WA 11/5 WA WA WA WA WA WA NIA WA WA 715 Me • • 1 A9chr / FCbp 161e50 018544 195 as 22511 445 0. 872 ibs 135 59 140 lbs 177 lbs 370161 1137 Its 332 ib 473 Ms 17010s 221 as 28019s • • 2Anehrs ®1.15' Min. O.C/ 0Cllp (Fp. 67 24011 350 Ms WA WA WA WA (00 Os WA WA WA WA WA 34111 442196 680 1111 NO f=ORTHE OFFSET•C1,1e,V THE SA41PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. • • • • •••• •••••• • FIGURE la • e•••• • • • •• • • • • • • FIGURE 3: •••• • • • •••• • FIGURE 4: • • • • • • • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 6: • • TABLE NOTES: _CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24 ANCHOR CAPACITY ADJUSTMENT FORMULA: X (ANCHOR CAP.„„,,,, > ANCHOR CAP.,,, MULLION CAP.,,m,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 010 & 012 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. -.1 1.000' 1' X 2.75' X .850' MULLION to N co O M 10 i 1 Z 1 02 O 0 aO 3 kO PRODUCT REVISED 01 complyingOs Florida Code 480cpten a No 011 1044 and ode Product Control /2a11L ` 00111111//1] ............. ..••., CENSF • '•.F•4' No. 58705 • :;c3 . l 2°((15-:' L, ,Q�•, SATE O" �; ''S(S10N)A1 L E� A' LYNN MILLER, P.E. FL P.E.O 58705 Mullion Capacity Table (IbsSte) 1" x 3.126" x ,600" Alum Tub. Mull Opening Width (for vor6cay-Bpardrp mutons) or Opening Height (for hOri20Nely-apenitg nations) 601n CO In 7010 801n 901n 10044 1201n 14010 1601n Rectangular Loafing 11e3/Malg. Lowing Redepular Ladng Trepl7rlen9 LoadnO ReotanguW Loafing TrapRAang. Lacing Rectangular Lowing hep/Mang. Ladn9 Rectngulr loading lhparlangt. Lowing Rectangular Loadng TnpfOeng. towing Rectangular Madly hap/Mag. Losing Rechroder Loading Trop/T6010. Lowing Rectangular Laing 11143R3In9 Leming I if a d`i if _ to d I if n iJ i0.µ if Archer Capacity I Required (1b, a it lta} 0101 � 3l tai ii it _ �x dJ i li _ j(lya da Yg( 1l _ a d l _ ya 8 i f _ is ii i i MMa Gpdry Required Pie) if _ ya 8 i Anchce Cipeeit, Required Psi I i _ a x' _ a 8 ii igag¢ ad S fa it li 3 1 4210 170.0 620 170.0 435 170.0 744 170.0 470 170.0 055 170.0 566 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1400 170.0 521 170.0 1735 170.0 521 154.4 1602 170.0 521 481n 170.0 708 170.0 524 170.0 650 170.0 604 1700 902 170.0 830 170.0 1133 170.0 681 170.0 1276 170.0 677 170,0 1417 170.0 600 157.7 1577 170.0 800 135.1 1577 170.0 880 118.2 1571 170.0 000 50.6251n 170.0 747 170.0 563 170.0 896 170.0 831 170.0 1040 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 141.7 1495 170.0 756 121.6 1495 1700 758 106.3 1405 170.0 750 54In 170.0 707 170.0 612 170.0 958 170.0 691 170.0 1110 170.0 754 170.0 1275 170.0 e03 180.1 1401 170.0 837 149.5 1401 170.0 650 124.0 1401 170.0 001 109.9 1401 170.0 881 03.4 1401 170.0 681 601n 170.0 885 170.0 701 170.0 1083 170.0 707 150.5 1168 170.0 870 138.7 1158 107.0 920 123.3 1158 1505 917 111.0 1150 1497 010 92.5 1158 144.5 903 79.3 1156 144.5 003 69.4 1150 144.5 003 031n 170.0 930 170.0 745 150.8 1049 170.0 650 137.0 1049 155.5 600 119.8 1040 141.7 046 106.6 1049 132.0 636 059 1049 125,5 828 70.8 1049 110.3 820 60.5 1049 118.9 819 50.9 1040 110.9 519 63 In 160.8 955 170.0 709 130.0 055 151.3 804 119.1 955 133.7 755 104.2 955 121.4 776 92.8 955 112,8 785 63.4 955 100.4 767 69.5 955 00.8 749 59.8 955 087 748 52.1 056 08.7 748 721n 120.6 803 134.0 697 107.0 803 114.9 682 91.6 603 101.1 870 80.3 803 61.2 659 71.4 803 83.0 049 04.2 803 70.8 842 53.5 803 72.2 832 45.0 803 69.9 626 40.1 803 69.7 627 78 N 100.2 721 114.1 620 01.0 721 97.0 610 78.0 721 06.1 605 50.3 721 75.5 595 130.7 721 70.1 508 64.0 721 65.4 679 45.6 721 69.4 569 39.0 721 50.6 504 34.1 721 56.1 563 7810 101.0 684 105.4 590 84.2 804 80.4 587 72.2 604 76.4 578 83.1 884 70.4 587 58.1 684 54.4 558 50.5 884 59.9 551 42.1 604 54.1 541 36.1 884 51.3 538 31.6 684 60.5 534 60 In 65.0 514 87.0 456 64.8 614 67.3 448 47.0 614 60.0 440 41.1 514 44.5 433 28.5 514 40.5 427 32.9 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 408 20.6 614 20.0 403 961n 54.2 452 56.7 404 45,2 452 47.0 308 30.7 452 40.0 350 33.0 452 30.4 364 30.1 452 32.0 378 27.1 452 30.3 373 22.8 462 26.8 365 19.4 452 24.2 359 18.0 452 22.8 355 10610 30.1 357 50.0 322 31.7 357 32.7 517 27.2 357 284 512 23.8 357 25.2 308 21.1 357 22.7 303 10.0 367 20.8 200 55.0 357 10.0 203 13.8 357 18.2 257 11.0 357 16.0 283 1111n 35.1 338 35.0 300 292 330 30.1 301 25.0 330 26.1 206 21.0 338 23.1 292 19.5 331 30.0 280 17.5 330 10.0 284 14.5 330 185 270 12,5 330 14.0 273 11.0 330 13.0 269 1201n 27.7 289 282 203 23.5 280 23.7 250 195 280 20.5 250 17.3 206 181 252 15.4 208 183 240 13.0 209 14.9 240 11.6 289 12.5 240 9.0 289 11.4 238 8.7 280 10.4 232 • •• Anchor Capacity Table (Ibs) • • • • • • • • AnehoaCllp Patterns • • 5utahate 27k Corcnle 16k CCM. CM HOIOw U F•eOCMU PT Woo6 Meta • M(h•ryp• • . &1I0 FJto Uttrsan 1N•IXOUbatM 5'04 Elcot/d' U1ncd1 y1C EItoUlreem VI'ExoUArocon SS IX o 4.5550080* 975 Ek0 5152758 V4' SS 6060 Aggro:14m 0.10 Sled Sow (G5) H2 Steel Sc1e0(G5) MIT Steel StreW(G5) Edge Distance (n) 1' 2.1/7 4' 2-1/2' 1119 1' 2412' r 2-117 2' 3.119 2' 0.40' 0.54' 0.920 • Ented70871- I - Mr 13V' 13(4' 19'0 2' 1.114' 1-1/4' 1-1/0 14/4' 1-1/4' 1.1/4' 2' 1.95' 1y8' Was et G0. It Z. O 4.70' min.O.C. / StanOag n ODlp 11 390550 390170 450 Ds 60010 1641 la 270 to 200 Ito 351150 7401a 374 Ds 66415e 04610 341 to 44218 56060 RM000rs i chon 0 1.15' 10(0 O.C. / StnOeN (a OlMel) Cap i91a 2f fi • aim 700 Ds IIIA IIA NIA 0/A 3E0108 NM IUA WA ISA WA 60280 865 Its 1120105 • • • 4dlrors (0.3' Min. 9.F10. 05AryM CAps / 09* 3 703 . U 760 D5 USA 600 Ds NIA 156010s WA 1808108 110. 8!000 WA 55018 WA 111A WA 760 Na IUA 748 In N/A 880 D8 WA 1802100 14/0 652 Ds IIIA 886 los IgA 113005 107308 3A06191100.45' MN. fit./U-Cjo, IV .125AMR. ♦ o 4) • • 11•01581 F -07p019 i • 05640 106 06 225 Ds 445 Re 82206 19510 14006 177 tie 370104 18700 332106 47308 170 Ins 221 176 28018 • • 2AMh0n 01.151AI5O.Cl FC6p(RS 61 210008 350106 1170 ISA N/A II/A 15000 IIIA ISA II/A NIA ISA 34101 442108 660106 NOTES Ff1RTHE OFFS •C4.I1g,•UE THE SAS C 11 RPATTERN AND ANCHOR VALUES AS THE STANDARD P. • • • • •••• • FIGUREM: • • FIGURE 3: • .4 4 • • 9F99Yliat •• • • • • •••• • • • • • FIGURE 4: • • • • • z•• •• • • • • • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 8: • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP„) )< (ANCHOR CAP.,,,,,,,.,,\ e, 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 YIELDA 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 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 8E AT LEAST .125' THICK AND A36. AU. ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1/10 8 012 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 3,126" FLOM' 0-1 1' X 3.125' X .5' MULLION VF MULLION) C4 Cr, A O M (O ) 4 YCO V O `1 O %Z) �-3 Y 0 PRODUCTRBVISED m al0pty156 ssBh 1h9 Florida Oade 4uSSc mt0O No PSoc4 mDleci-f_ ")Y 1 4 011855*'odc Product ,olro( \5llllt Illi/IIS ��` LYNN " \�� pN. •......, Mid/� %: e�1.,.•v1CIJSF•••.'a Mn 58705 "3-9,13/ OF O•'• FCORIOP.•' C1,:: '''; ONAL. C� A. Ly is'PSiIth± . P.E. FL P.E.# 55705 TABLE 6A Mullion Capacity Table (Ibsllt=) 1 x 4 x .126 Num. Tube Mullion Opening Width (tor verticailyspetrin0 millions) or Opening Height (for 7aAmf telly-ap6Mrg mullions) 601n 6091 701, 801n 9015 1001n 1201n 1401n 1601n Reotangule Lowing Tnp1Tu1 . losing Rectenpler Costing Trap/Bang. Looting Reetarg/a loafing 1917/18.00. Leming Rectangular Looting TraplTdan9 Leming Reotengular Loading 1N0/111ag. Leming Rec Apior Lowing TrepRdeng. Loodn9 Reatan5Wer Arline Trap/Meng. Looting Reetmp8er Looting Tnpffdeng. Leafing 69669puler Loading Trep'Tdat9. Lowing 1 it ii i ii it ii a a il1 it a S ii t li +�$' 6 11 t ii �$1 8 gl it i i it t fl a d 1 it it 11 t li i III it i .11 t lI i fl a a t li i il t li i it it li i _i it lI ii it it ni id it g ti it g t it it E. • J f 421n 170.0 620 170.0 436 170.0 744 170.0 478 170.0 865 170.0 606 170.0 902 170.0 519 170.0 1110 170.0 621 170.0 1240 170.0 521 170.0 1456 1780 621 140.8 1489 170.0 521 127.8 1869 170.0 621 481n 170.0 708 170.0 524 170.0 650 170.0 664 170.0 902 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 170.0 1160 130.3 1303 170.0 Geo 111.7 1303 170.0 660 07.7 1303 170.0 600 50.6201n 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1040 170.0 684 170.0 1105 170.0 723 166.1 1235 170.0 747 140.6 1235 170.0 766 117.1 1236 170.0 756 100,4 1235 170.0 766 87.5 1236 170.0 700 611n 170.0 797 170.0 812 170.0 950 170.0 691 170.0 1116 170.0 764 154.4 1150 170.0 903 137.2 1168 170.0 837 123.5 1166 170.0 056 102.9 1158 170.0 061 88.2 1158 170.0 861 77.2 1160 170.0 061 60 M 170.0 005 170.0 701 1667 1012 170.0 707 1420 1042 161.1 832 125.1 1042 148.7 515 111.2 1042 138.8 001 100.0 1012 130.2 791 63.4 1042 125.1 782 71.6 1012 125.1 782 82.5 1042 125.1 782 6391 170.0 930 170.0 745 151.2 902 163.6 818 120.6 002 144.4 799 113.4 992 131.0 782 100.6 992 121.4 788 90.7 952 114.0 756 75.6 092 106.4 745 84.5 992 100.0 744 58.7 592 106.5 744 881n 1555.4 047 170.0 789 137.6 917 146.0 755 118.1 947 130.3 788 103.4 947 117.7 752 91.9 947 108.7 730 82.7 947 102.2 727 88.9 047 95.1 713 69.1 017 04.0 711 51.7 047 94.0 711 7215 135.9 049 142.7 737 113.2 849 121.5 722 07.0 840 106.0 708 54.9 849 98.4 898 76.6 049 80.7 616 67.9 040 02.7 875 58.6 849 76.3 850 48.6 849 72.6 652 42.6 619 72.4 851 78In 115.6 762 1287 605 06.3 762 102.6 652 02.5 762 60.0 810 72.2 782 60.9 020 04.2 782 74.2 Om 67.0 762 80.2 613 49.1 762 62.8 602 41.3 762 59.9 697 38.1 762 59.4 595 781n 108.9 724 111,4 834 89.0 724 94.0 621 78.3 724 02.9 609 66.0 724 74.4 699 59.4 724 68.1 691 63.4 724 63.4 583 44.6 724 67.3 573 30.2 724 54.3 667 33.4 724 63.5 665 90 in 69.8 643 71.8 403 60.0 543 60.7 474 49.7 643 52.9 486 43.6 543 47.1 458 36.6 543 42.8 452 34.8 643 39.6 440 29.0 643 34.9 438 24.6 543 32.1 430 21.7 543 30.7 428 98 In 67.3 478 65.0 427 47.8 478 49.7 410 409 478 43.2 412 35.8 470 36.5 406 31.0 470 34.0 400 28.7 475 32.0 396 23.0 478 28.1 368 20.5 478 26.6 380 17.9 475 24.2 374 108 M 40.3 377 41.1 311 33.5 377 34.6 335 28.0 377 30.0 330 25.2 377 286 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14.1 377 17.1 304 111 In 37.1 357 37.5 323 30.9 357 31.5 318 28.5 357 27.8 313 23.2 357 24.4 309 20.6 357 22.0 305 185 357 20.1 301 16.4 357 17.4 204 1201n 29.3 306 29.8 270 24.6 308 26.1 274 21.0 306 21.7 270 16.3 308 19.2 287 18.3 306 17.3 283 14491 17.0 212 172 163 TABLE 6B • • Anchor Capacity Table Obi) • • • • • • AnchACHp Panama • • • • •• • au(pinle. • _ 2.7k Concrete 3.51c Cos.. Hollow CMU Fled CMU PT Wood Metal • h&l p, 3/4 Bo UlOaoon • 1/4. Boo URnoM 'J10' Eko Olt/won 3/10. Eko Ultracan 1/r Eko Uloeeon IIP SS Eko A9groOMa 5116' Eloe Ullman 114• SS Eko Ampeoslor 010 Steel eorew 135) 012 Steal Show (G5) 012 Sled Scmv(G5) • • Edge Uslanee (nl 1' 2.1/2• r 2.1m 3.1/5' 1• 2-71r 1• 2.1/2' r 3.118• 2' 0.48• 0.54' 0.324• • Enbe4 1t(N 1,'d!' 1-3/4• 1-3/4' 1.3/r r 1-114' 1.1/4' 1-18' 1-114' 1-114' 1-1/4' 2' 1-313' 1.2 Ann/8' k. 2 Argon ®4.75. MA. 0.C. l Btgpdad or Onset CIA (Fig 110 _3 0�e 390 Ms 450 As 890 64 164485 270164 280164 354168 740 kis 37415. 68115, 946164 311 be 44215, 500188 *Anchors 30 2.25 Min. 0,C / Snndsn tor 0166) Clip egg. 35 700 lbs 700 k9 580 As 1410191 05210s WA 300191 WA 630 b, WA 900(5, WA 862 los 58515, 1120 Ibe ••A•oWS1.1Y Min. 0.0•treale1(or Oafe6C9p(Fl• YI IOW 1400 be WA WA WA WA 76019. N/A NIA WA WA WA 1383bs 1770 As 2240 lbs 4 Anchors t0 3' MoPO.C. /111 241Lngle Clips /leg. 55 •780 los 760156 680 b9 151019. 1896 lbs 54015, 680164 WA 760 IA 74015. 880 be 1592164 1362 lbs 085 R• 1120 b9 • • %1(Ilfi•ra 12 3' Min. did, (2) 2xbAngle Clips / et • •111135, 117019. 102015, 2340164 204415, 610 b9 64015, WA 1140156 112215, 1320 b6 2536 lbs 1022 lo, 1327 lbs 1680 b9 jAgog @0.45' Min. O.C./(109. I1 .125' Alun. (Ai /73yIp•�j1^IAs_ WA WA WA WA WA WA WA WA NIA WA W A NIA N/A (0 1430. 2Anew ea; fNib O.C.1 F-cepgig. IE '�fY. 350 ba 200 bs 705 lbs 478 lbs WA 280 lbs WA 315 bs WA 41015, WA 311 As 442164 56010e • • 4 Anohorste 1.15• Nig O.C./ F•Cpp (Fy 3.40 Ra 70000 WA WA WA WA 36015, WA NIA WA WA WA 002 lbs 8951b, 1120 As •R7F'L! IK* ` HE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP • €IiURE 1: 1+ c••• 1 • FIGURE 5: • • • •• • FIG -E3: FIGURE 4: • FIGURE 6: • • • ANGLE CLIP (FIGURES 566) MUST BE USED IN PAIRS. 111 • • • FIGURE 8. FIGURE 9 11 FIGURE 7: TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP )x l ANCHOR CAP.,,a,,.,,\I -.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. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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. #10 & 912 ANCHORS INTO WOOD MAY BE STEEL 10-8 S.S. OR 410 S.S. -�•� 1.000' f Nnimzi7 4.000' 125' 1 X4'X.125- MULLION 5 N 1{E km 1 CO LU W 0 J C 5 N co loo Y O 0 42 PRODUCT REVISED BYE tyCo MPiIoride Acceptance nd{xlih(s .02 H1vni s . , 6 Product Centro) 00111111/p/// ••\t' ` P.. 11GENgF '•. .Q No. 58705 >ti 7 CZ SAE /> � �S•. !cCOR10P••' ,G,� S1ONAI. E. t' A. LYNU IuIILL�R, P.E. FL P.E.# 58705 BLE 7A Mullion Capacity Tabte (Ib.IR2) 1 x Alum. 4 x .376 Opening Width (forvarlc66y-aparr9ng m136o12) or Opening Height (for non3onle6yaperr5ng =ions) 501n e01n 701n 80In 901n 10b In 1201n 14085 1601n Reclengulr Leading Trap718en0. Loading 7•41440.114Ttaprtdang. Loafing Lading Reotenp9r Lading Map/Mang. Leedn9 Rectangular Loadnp Trepi9en9. Loading Reclen9Wer Leading Trap/Mang. Loafing Reetan9ular Lowing Trap/Slang. Loafing Rectangular Ladn0 111717 4 0 1 8, Leafing Reoten 191 loed49 Tlap/itlang. Leafing Rectangular Loafing Trap/Me ng. Losdn9 Tube IIitg 3.1/8' T 0.40 li ItiiIt • Embedlg96n7• .1-5/4' 1 11 ii 11 ii 11 11 II 11 11fl Y 11 3tl 11 gl li fl 11 nnilil11 1644 Me 270 be 2808» ii 11 ii fl i li 9 21 421n 170.0 620 170.0 436 170.0 744 170.0 478 170.0 060 170.0 508 170.0 692 170.0 519 170.0 1119 170.0 021 170.0 124D 170.0 621 170.0 1466 170.0 621 170.0 1735 170.0 521 170.0 1903 170.0 621 401n 170.0 700 1700 524 170.0 650 170.0 684 170.0 952 170.0 830 170.0 1133 170.0 061 170.0 1216 170.0 877 170.0 1417 170.0 850 170.0 1700 170.0 BOD 170.0 1003 170.0 000 151.8 2024 170.0 000 60.625In 170.0 747 170.0 583 170.0 596 170.0 831 170.0 1046 170.0 054 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1703 170.0 766 168.0 1919 170.0 760 138.6 1019 170.0 756 541n 170.0 797 170.0 812 170.0 058 170.0 691 170.0 1115 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 637 170.0 1594 170.0 659 169.9 1799 170.0 861 137.1 1799 170.0 881 120.0 1790 170.0 861 601n 170.0 805 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 879 170.0 1417 170.0 944 170.0 1694 170.0 996 166.6 1619 170.0 1033 129.6 1610 170.0 1063 111.0 1619 170.0 1063 97.2 1619 170.0 1063 631n 170.0 030 170.0 745 170.0 1110 170.0 850 170.0 1302 170.0 940 170.0 1498 170.0 1010 156.7 1542 170.0 1076 141.0 1542 170.0 1122 117.6 1642 160.6 1168 100.7 1642 167.9 1167 88,1 1542 167.9 1167 691n 170.0 974 170.0 759 170.0 1189 170.0 003 170.0 1364 170.0 1002 160.6 1472 170.0 1006 142.8 1472 169.5 1145 128.5 1472 168.0 1130 107.1 1472 147.0 1108 01.8 1472 149.0 1104 00.3 1472 145.0 1104 721n 170.0 1083 170.0 875 170.0 1275 170.9 1009 160.8 /320 166.2 1101 132.0 1320 149.9 1052 117.3 1320 137.8 1066 105.9 1320 129.9 1049 84.0 1320 117.0 1024 75.4 1320 112.6 1013 66.0 1320 112.5 1012 781n 170.0 1122 170.0 037 149.9 1104 169.4 1013 128.2 1184 139.9 994 112.2 1184 125.7 976 99.7 1164 115.3 964 59.9 1104 107.5 952 74.6 1164 97,6 036 64.1 1194 93.1 027 58.1 1164 92.3 025 781n 186.1 1124 170.0 987 138.4 1124 147.0 955 119.6 1124 128.0 947 103.8 1124 115.8 931 92.3 1124 105.9 918 83.0 1124 98.5 909 69.2 1124 69.0 590 09.3 1124 84.3 861 51.9 1124 83.2 578 901n 105..1 844 111.6 760 00.1 844 94.3 730 77.2 844 62.1 724 87.8 844 73.3 712 60.1 644 686 702 64.0 044 61.4 893 46.0 644 64.2 676 30.6 544 60.0 858 33.6 641 47.7 582 3e In 89.1 742 91.6 683 74.2 742 77.2 852 63.6 742 672 641 66.7 742 69.8 831 49.6 742 94.1 622 44.5 742 40.0 014 37.1 742 43.4 800 31.5 742 30.8 590 27.8 742 37.6 594 100 N 82.9 688 83.0 630 62.1 656 63.9 621 44.7 506 45.5 613 39.1 065 41.4 605 34.5 588 37.3 495 31.3 659 34.2 492 29.1 586 20.8 461 22.3 686 20.8 472 19.5 690 24.7 469 111 N 67.6 555 66.0 503 40.0 655 49.6 495 41.2 655 42.0 467 38.0 555 36.0 460 32.0 666 34.2 473 20.9 665 31.3 487 24.0 566 27.1 457 20.6 555 24.3 MO 10.0 655 22.4 442 1201n 46.8 476 46,4 433 38.0 475 39.0 426 328 475 33.7 420 25.5 476 29.9 414 26.3 476 26.0 409 22.5 476 24.6 404 19.0 476 21.1 305 10.3 475 10.7 357 14.3 476 57.2 351 1441n 26.4 330 26.7 305 22.0 330 224 301 189 330 19.3 297 16.5 330 17.0 203 Ancho Capacity Table (Ms) Anchor Clp Patterns 8ube5nle: 2.7k Coronae 3.51, Cone. HdIow CMU Filled CM PT Wood Metal Ander type' Y15 Elco Unman t!4' Elea UMaean '51Ur Eko Ulreoon 3116'Eko Macon 1/4• Eko Munn VC SE1 Moo VC 5/10' Elco I/bacon 1/0 88 Elco AtBlnGator NW Wee1 Screw (05) 812 Steel Sones (05) 012 Steel SUM (05) • • 6 • • Edge Distance dnp 1' 2-1/7 1' 2-112' 31/6' 1' 2-12' 1' 2-12' 2' 3.1/8' T 0.40 0.54- 0.324' • Embedlg96n7• .1-5/4' 13/4 1-3/4' 1310 r 1-114' 1-114 1.554 1•1/4' 1-1/4' 1-110 Y 1-310' 1378' lanes 5 &Alpine:4.75' Mln. O.C. / Standard or Meet Cap (iig. 1617 311♦Ibe 390150 450 06 89006 1644 Me 270 be 2808» 354 lbs 740156 374156 0641be 948169 311156 442 its 580184 9 4Andean. 2.25 MN. O.C./ StendrtNor 0)661)C64(RN. 37 709150 700169 580554 14101154 95250 N/A 580694 WA 530156 WA 8801a WA 662156 905184 1120156 8Anchors ®1.15 MN. 9000/SlMrdl(or Offset) Clip (Fig. 47 06010s 1400169 WA WA WA WA 700 lb. WA WA IYA WA WA 1353150 1770 09 2240 be 0 • • • hors 19 3' Min e.C. /52)205 Angle Clips F(Flg.5): 70!00 780169 686164 1580169 109606 510 726 580150 WA 7601ba 56 74610169 88 W 1892 6821b1 885Ito 112015, • 8 Analysis f Y 4n. 0.2, l (2) 215 Angle Clips =(4.110 111#•1150 1170156 1020156 2340150 284486 610 59 840156 WA 1140156 1122169 132056 2838 be 1022169 1327169 1000150 A 0.45 MN. 0.C.1 dip, Into .125 Morn. (FN. 7r. WA WA WA WA WA WA WA WA WA WA WA WA N/A NU 1430 Ns •4'1noMn 2 AnclearVb71$5b8110 0.C1 Fdtp ( U.01: d5+1811s 350 I69 290726 70586 478156 WA 280 be WA 315156 WA 440169 NIA 341169 44206 580554 4 Ano1M 49 1.5. PM. 0.C./ F41411(Fe. 91• 4601156 700 /56 WA WA WA WA 360 be WA WA WA WA WA 6521b6 805184 1120 720 NOTE-f'SFliTHE OFFSE, eLIP, l SE THE 3, s!EARGI'l R PATTERN AND ANCHOR VALUES AS THE • • FIGURE 5: • • • • • FIGURE 2: • • • • ••• i� •••• • • •••• FIGURE 3: FIGURE 4: •••• • • • • • • • FIGURE 6: • • • • • • • • • • • • • ANGLE CLIP (FIGURES 556) MUST BE USED IN PAIRS. FIGURE8. FIGURES 11 FIGURE 7: • • • • STANDARD CLIP ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X (ANCHOR CAP.,,,,,,,, ` ANCHOR CAP-. `MULLION / USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE 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 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED 05 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. -'j 1.062' I-- 4.000' Milia .375' •X4' X .375' r -MULLION -1 1.000' 4.000' .37T 1 X4'X.376' 1 MULLION 1 0 (3 10 N 03 8 W a J 7 (are) X 4 X -3 Cr -3 (+) (0 m 1 IW W W X 0 J J W z a >oO 0 a 0 z ko PRODUCTRBVRED 15iu dlloj (710 R19r1d• Acceptance No Alan -abide Peoducl Control 1011111111/,, No. 58'/05 * ;251 /S .77.6. PATE F /[/� F• FCORIOP,•'•G\�� SS,ONAI. v.„;0' A. LY4114 MfaR, P.E. FL P.E.# 58708 TABLE 8A Mullion Capacity Table (IbslRt) 1.26" x 3.188" x .288" Alum Tube Mull Opening Width (forverlIce6ysparr4ng millions) or Opening Height (forhotivntely-epeming mU60118) 501n 6010 701n 60 M 901n 1001n 1201n 1401n 190 In Rectangular Lading Trap/Mang. 1ada9 Raeleng ler Loadn9 TmplTdan0. loading Reel npdar LoarIn9 71130 6an9. Leering Rectangular Leadn9 Trap?drp. Learing Rectangular Lowing Tmp7TMng. Loading Rectangular Lading Trep1Tleng. Laming Rectangular Loadrr0 lOIpRdaSO Ladn0 Rectangular Loring Tmp/01ang. Loafing Rectangular Lading 15p/RImn9. Leering & 1 S MellorCapacity Required (b.) 2' ii 11 i S !I d i n11 ii: Em0egrnl0n)t h 1914' ed i I i1�i @ i 2 �$1 it' @ $J Z ii i 1 1 i @ i(1p�2 Z C ig i a11 I i 1 11 i 1 s ill 2 l 1 iIppT 6 Say @ i F#1 Q g i fa' e E 00 421n 170.0 020 170.0 435 170.0 744 170.0 478 170.0 986 170.0 500 170.0 092 170.0 610 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1735 170.0 621 151.6 1769 170.0 521 4810 170.0 700 170.0 624 170.0 050 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 001 170.0 1276 170.0 077 170.0 1417 170.0 680 164.6 1548 170.0 e00 132.7 1640 170.0 680 116.1 1646 1700 800 50.9261n 170.0 747 170.0 663 170.0 898 170.0 831 170.0 1040 170.0 884 170.0 1195 170.0 723 170.0 1346 170.0 747 187.0 1460 170.5 768 139.2 1400 170.0 766 119.3 1468 170.0 766 104.4 1468 170.0 706 641n 170.0 707 170.0 612 170.0 064 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 037 140.6 1376 170.0 858 122.3 1376 170.0 861 104.0 1378 170.0 061 91.7 1376 170.0 001 001n 170.0 005 170.0 701 170.0 1053 170.0 797 1619 1150 170.0 676 139.0 1158 107.4 CO 123.8 1158 158.6 919 111.2 1158 150.0 912 92.7 1156 144.0 005 70.4 1168 144.8 006 80.5 1150 144.5 905 831n 170.0 030 170.0 745 100.1 1051 170.0 850 137.2 1061 155.9 552 120.1 1051 142.0 646 108.7 1051 132.3 837 06.1 1051 125.7 030 80.1 1051 119.5 022 80.8 1051 119.1 021 00.0 1051 110.1 021 84 In 167.1 957 170.0 789 130.3 957 151.6 605 110.4 957 134.0 790 104.4 907 121.8 777 92.8 057 112.8 787 83.6 957 106.8 760 68.8 057 100.0 760 69.7 057 90.0 746 52.2 957 919 740 721n 128.7 804 135.2 698 107.3 804 115.2 604 91.9 804 101.3 671 80.4 004 91.4 660 71.6 804 54.1 050 04.4 004 79.0 643 63.6 004 72.3 633 40.0 804 69.0 820 40.2 804 69.0 626 781n 109.4 722 114.4 630 91.2 722 97.2 618 70.2 722 85.3 600 08.4 722 76.7 596 60.8 722 70.3 558 64.7 722 65.5 580 45.6 722 69.5 570 39.1 722 60.7 665 34.2 722 56.2 584 78 In 101.2 885 106.8 600 84.4 865 69.8 600 72.3 6855 78.6 577 83.3 685 70.6 669 66.2 605 64.5 660 50.6 486 60.1 653 422 685 04.3 643 30.2 085 61.4 537 31.8 005 607 530 lO In 85.0 615 68.0 457 64.9 515 67.6 449 47.1 515 50.1 441 41.2 515 44.7 434 369 616 40.8 428 33.0 515 37.4 422 27.6 515 33.1 413 23.5 515 30.5 407 20.8 615 20.1 459 061n 54.3 453 65.6 404 45.3 453 47.1 357 35.6 463 41.0 301 33.9 453 36.4 365 362 453 33.0 379 27.2 453 30.4 374 22.6 453 28.6 368 19.4 453 24.3 360 17.0 463 22.0 356 (061a 36.1 358 39.0 323 319 368 32.8 318 27.2 358 28.4 313 23.6 358 25.2 303 21.2 358 22.7 304 19.1 358 20.0 300 119 356 18.0 293 111 In 35.1 335 35.9 308 29.3 330 30.1 301 25.1 338 28.1 297 22.0 330 23.2 203 116 338 20.9 280 17.0 336 10.1 205 1201n 27.8 200 28.3 204 23.2 290 23.0 260 190 200 20.8 258 17.4 280 16.2 263 15.4 200 114 249 144 In 16.1 201 10.3 188 TABLE 8B AnchorCap.cIty Table (166) Anchor Cap Pettjme 0u0518tr 2.70 Commie 3.05Colx. Nobwtl4U Fned CMU PT Word Mei• AMh«Type 5510'0100 URam UP Elco 6 810100 51120001/41 Ullman 3818 Eke Macon 174' EkoURraca SS Eke 095x00007 512 Eko 01160 l UP SS Eke Ag5580afer 81050e0 2E129035) 61251081 Suva 035) 012 51434 Strew(018 • • • • • • • • • • Edge 6111000 40) 5 2.52' 1' 2-1/7 3.108 0. 2.102' 1' 2-1/2' 2' 318' 2' 0.42 054' 0.324' Em0egrnl0n)t •1914' 1914' 1.3/4' 1814' 2' 11-V4'1-1/41 1.1/4' 1.104' 1-15.4' 1-114' 2' 1.39' 1789' wales • 6 • •AxBp•0 4.75' Len O.C. / 0tanlard or 00061 CI101(99M)' Saabs 990105 450 An 000 Ds 164406 270103 290106 354 03 740105 374160 661 Rte 94606 341169 44212 660109 I 4 AraWO§ 1.121412 O.C. 131=1009a onset) Clip (1310 2) 4A Ds 700 Re N/A 11.64 11I0 N/A 380105 IUA WA WA IUA IUA 602153 a85105 112006 4Alx 3O3'RIT.E.E. Angle C11124(312 37 02 780058 680 IDs 1560105 1803 Ins 540150 680106 NIA 760163 745 104 890 Its 180200 60200 865103 112006 D -iARae° 0.45' UK 0.C. / UCep, 0.125' A1ur7,16f4) (j A 1UA N/A WA IIIA IUA IUA IUA IIIA USA IUA IUA WA ISA 143006 • 1 Arc15r/ 36116(112415). & In105Its 225 leo 445 8 5 822 04 135103 140 14 177 Re 370100 167 as 532 84 473186 170101 22106 280405 •• 2 Amnon 011.10' 14111. 06/ FCI 5956) 24000s 350 k6 N/A WA 1110 N/A 15064 NIA ISA ISA IUA WA 341103 44260 66064 MOTE:4F•I►THE OFFSEn eL•FIYUSE THE SA5511ANtyHER PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. • • • • • FIGURE 4: FIGURE 5: • • • • • •• • • FIGURE 2: a M •i •• • ••• • • •• • • • •• FIGURE 6: • • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X ( ANCHOR CAP.,,",,,,,,\ -ANCHOR CAP.,,, `MULLION CAP.,,,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUON 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 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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. 610 & 012 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 3.188' .1 F^1.250'- 255' 1.25 X 3.108' X .265' MULLION (1-1/4' VF MULLION) a t w w (0 7 1n co csi X co m ri X r0 N 1 l3 O 00 m 1 EW MULLS TO SHEETSET Si N Mo 0 O 1 (0 co O N PRODUCT IMBED as nomplyins IN Building CodewIth Florida Acceptance No Miam 6 de Product ConOnl \`13111111115///, \NY LYNN AZ'', 1,\CENsk- •...,,p No. 58705 •' * -13 -;-73% S ATC V5 A. tfNNl LER; P.E. FL P.E.# 58705 TABLE 9A Mullion Capacity Table pa) 1.2673.26 %.100 AlUm.hbe1 Mullion Opening Width (forverilcally-apamkp melons) or Opening Height (for hodzontay4pe7Wng mlllone) 506 6010 701n 000 900 1001n 1200 1401n 1600 Reetan•lar Loading Tar/Mang.8801an91/Ier La3n5 Loading Trep/Tang. LoadMO Reetsnguisr Loading TnpTOOn9. Loado9 Reolan9ular Lasdng Rap/Mang. Loading 0eelangW0 Leering Tnp7OOr•. /oaring ROelur5ubr I48440 TnpT0ne. LoedOg Rectangular Laing Trap/Mang. Loaning Rectangular Loading Tap/7hng Leafing Rectangular leering Tnp?0ang. Leering 11 1`gg 1 €l 11.1 / 11 yIII1 Id ii III i ii II 11 11 41 ipg1 2l il ii i8 11 11 la`I iA it III 2d sl III 2l 11 II /I it 1`1 2i it 111 it 11 II i8 '1t Iy1r it 4l 1pi 2l 11 111 11 it III 11 948160 420 170.0 620 170.0 435 170.0 744 170.0 478 170.0 000 170.0 608 170.0 992 170.0 519 170.0 1116 170.0 621 153.3 1110 170.0 621 127.7 1118 170.0 521 100.5 1110 170.0 621 05.1 1110 170.0 621 480 170.0 708 170.0 524 170.0 850 170.0 584 167.6 976 170.0 030 116.7 570 1700 601 130.4 970 170.0 077 117.3 976 1700 880 57.6 078 170.0 860 83.6 978 170.0 160 73.3 978 170.0 660 60.6260 1700 747 170.0 563 170.0 898 170.0 631 150.7 927 170.0 804 131.9 027 160.5 706 117.2 927 1591 609 105.5 027 158.3 696 87.9 927 150.3 695 764 027 160.3 055 85.9 927 150.3 695 540 170.0 707 170.0 812 154.5 080 170.0 891 132.5 889 153.9 883 115.5 069 141.6 600 103.0 803 134.0 880 92.7 869 129.8 654 77.3 060 120.0 652 66.2 869 128.8 652 57.9 069 1288 652 600 143.2 746 163.8 034 119.4 740 132.3 620 102.3 746 117.8 608 69.5 745 107.8 699 79.0 746 101.0 592 71.8 746 96.8 687 60.7 740 13.3 603 61.2 740 13.3 683 14.8 740 93.3 683 830 123.7 677 132.0 570 103.1 877 1132 506 08.4 077 100.4 535 77.3 077 91.4 540 66.7 877 85.2 639 01.0 677 51.0 534 61.6 677 77,0 629 44.2 877 76.7 529 30.7 077 78.7 529 680 107.0 017 114.1 630 85.7 617 97.0 610 76.9 617 08.3 509 67.3 617 76.3 500 59.8 617 72.6 494 63.9 617 08.7 409 44.8 817 84.4 485 38.4 617 63.7 482 33.8 617 63.7 482 72 0 82.9 610 07.1 450 69.1 610 71.2 440 69.2 618 86.1 432 61.8 618 08.8 426 48.1 516 64.2 410 41.4 518 60.7 414 34.6 518 40.6 408 59.0 618 45.0 405 25.9 519 45.0 405 70 M 70.5 465 73.7 406 50.7 485 62.6 398 60.3 465 54.0 390 44.1 405 49.4 304 39.2 485 469 378 35.2 485 42.2 374 20.4 466 30.3 307 26.2 406 38.5 384 22.0 465 38.2 383 75 M 66.2 447 68.0 387 64.3 441 67.7 379 48.8 441 500 372 40.8 411 45.4 366 36.2 141 41.6 360 32.8 441 38.7 354 27.1 441 540 319 23.3 441 33.1 348 20.4 441 32.7 345 00 0 43.4 332 43.1 295 35.4 332 37.0 280 30.3 332 32.5 284 266 332 28.8 280 23.8 332 28.1 276 21.2 332 24.1 272 17.7 332 21.3 204 15.2 332 188 562 13.3 332 18.7 280 06 0 35.0 201 35.0 260 25.1 291 30.3 266 25.0 291 26.4 252 21.9 291 23.5 245 19.4 201 21.3 244 17.6 291 19.5 241 14.6 291 17.1 236 12.5 201 16.8 232 1080 24.6 330 26.1 200 20.5 730 21.1 205 17.6 230 10.3 201 16.4 230 18.2 198 1110 22.6 218 23.1 197 189 218 19.4 194 182 210 16.0 191 14.1 218 14.9 108 120 In 17.9 187 18.2 170 14.9 187 15.3 167 Anchor Capacity Table (lbs) Anchor Clip Paltsms Substrate: 2.75 Um/els 3.5k Cam. NoiOO•CMU Filled CMU 17 Wood Atelet Anchor Type: 9118' Elco UBrecan 1H' Elco Macon 518- E1e0 08,9con 3118• Elco Ulusoon 1/4• Elco Ugrecon 1N• SS EIa AggiaGota 505' Elco Ullrac0n 174' SS Elco Aggre0abr 61081661 Some 035) 412 Steel Screw (01) 012 Steel Screw (06) • • • •• • • • • • Edge Wleme (1n): • 1' 2.1/2- 1' 2-172• 3.1/8• 1' 2.112- 1- 2-112 r 3.1/0' r 0.48' 0.54• 0.324• Embe4reent On). e1-314- 1-314' 13/4' 13/4' r 1460 1-114' 1-1/4' 1-1/4' 1-t14- 1.114' 2' 1-3m' 1-318• Wes • • begoterve0 4.75.600.0.C. / Slenderd or Meet Cl/17V.•): 3906. 390 b8 450 08 890 ba 10449• 270 ba 2E0100 354160 740 Re 374160 664 lb* 948160 341 Its 442108 580 lbs • 4 An/bone 1.15' M0. OC. / Mande/400r 00480 CIO (14.28 481)0. 700 lbs WA WA NIA WA 300 lbs WA NA WA WA WA 602 Ike 905186 1120tH 4 Arlc110(0 0 3' MIR. 1A. /FORAllAnglo Clips / (7 5. 34 703 Ms 7001b* 080 lbs 1560 bs 1896186 540162 55019. A mote te 748106 080106 165 216. 082 . b 88516. 112016. • •3111!1406 014' MO. /1.1431p. 1gi0.100' Atm F g. le, gib s WA 19516. WA 03 225 WA 415106 N/A 022160 WA 135186 WA 140186 WA 177186 NA 370106 WA 187106 5/9 33210s WA 473 )60 WA 170 be WA 221106 950906 b 280 . ~ :e 1 Anchor/ F -C11 . f •• 2 Anchor. ® 1.15- M0.O.C./ Fglp (110.6): 240 be 350 )60 WA WA N/A WA 190 be NA NA WA WA WA 341 Ibe 442 to 500 Pas •••••• • • •• • •••• • • • •• • •• •• • • ev•• • •••• • •• • • • • • a •0AA.Mt3: • •• • •••• • •• • • • ••• • •.• • • •••• FIGURE 4: FIGURE 5: • • • • • • FIGURE 2: •• • ••• • • •• • • • 4• • FIGURE 8: • • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„..) X (ANCHOR CAP.,,,,,,,,` =ANCHOR CAP.,,, `MULLION CAP.,,„,„,,,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 6083-T5 AND BE A MINIMUM OF .100' 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. #10 & P12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25- X 3.25' X .100' MULLION .100• U d z 0 -J 7 W m 7 h 7 z 7 4 H 0 W K F Q. 0 N yf � m 8 W a J 7 cm O X a) N X ry tY 0 M i W 0 J 7 2 8 QI N o O Z Jo PRODUCE REVISED as Bonimbing with ng tb,Alorida 4c6ep86aee No 0 4lam a ode Wodua CnshoI ��O�°d:E'NV Ml...e1) 1 P�.••• \"\CENSE •••�� 14o.58105 •A7E14/5 rt' S 7/ A. 7LYHN MIl!t'. , P.E. FL P.E.t1 58705 TABLE 10A Mullion Capacity Table pbtml) 12603.26 2.624 AWm.TUbs Minion Opening VNdth (for vert cely-spemin millions) or Opening Haight (forhodwrtalyspenning mullions) 60 in 60In Ten 801 901 1001n 1201 1401 1601 Raerrrguler loafing TreprMans. landing Reclenpular londn9 Trap/Meng. loe6n9 Raaenpiu loading TnpRdnng. Los6.g Mctnngohr LoednO T1p/7dan9. lendr• RacinguNr Loafing Trap/fi•ng. Lofting ReclengMr Lan 10 T. Triwp. Loodirg Reclenooler Landing T1pT,0n9. Losing Reclan9ulnr Loading Tmp'Tdan9. Loa6ne Rnclan5d• Leading 7tap7711an9. Loading .. u 9 is .,. a�, a �.2 I' g 0 k11 31. �,. 8a 2a .L> ill 3 .F ��4111, eF fa i" ,g„ La '' 3 i"_. ale i fa .:' u 11111151.' 3 b''. 2a 1y' a�. 3 f,..i %� 2a : 3 15.. :fl u 111, 2a $ : u 3 S.-. $2. 1:,11'' 2a .F 3t, .& P, ai 2a .& R is .f,. Y, !3 s., 2a i" �' 3a 1.. 4b. �� is '3 U 11. 3� i',.. i�. "� s.� 2a i R i 3- .i.. �� U It 28 £ u li111' 3e i.. R� t5 28 $ IL u 3 .i ug %$' 28 .F It 3s .i'-.. „i3._&1 45 i Z §'�' 1.1 9.. 8g U9 2a Mullion Length 1 421. 170.0 620 170.1 435 170.0 744 170.0 478 170.0 860 170.0 606 170.0 992 1100 619 170.0 1116 170.0 621 170.1 12/0 170.0 621 170.0 1488 170.0 621 170.0 1736 1700 621 170.0 1983 170.0 621 46In 170.0 708 570.0 624 170.0 650 170.0 661 110.0 992 170.0 630 170.0 1133 110.0 661 171.0 1276 1700 677 170.0 1417 1708 680 170.0 1700 170.0 630 169.7 1919 1/0.0 680 116.5 1979 1700 680 50.625 In 170.0 747 170.0 663 1700 696 170.0 631 170.0 1618 1701 604 170.0 1196 170.0 723 170.0 1316 1700 747 170.0 1494 170.0 766 170.1 1703 170.0 761 162.6 1977 170.0 766 133.6 1877 170.0 766 041. 170.0 797 173.1 612 170.0 556 170.0 691 170.0 1116 170.0 764 1700 1276 170.0 603 1700 1434 170.0 037 170.0 1557 170.0 956 166.4 1769 170.0 061 134.1 1769 170.0 561 117.3 1769 170.0 161 60 in 170.0 885 170.0 701 1700 1063 170.0 797 170.0 1740 170.0 876 170.0 1417 170.0 944 161.1 1511 170.0 996 145.1 1511 170.0 1033 120.8 1611 170.0 1363 103.6 1611 1701 1063 90.6 1511 170.0 1063 63 in 170.0 930 110.0 746 170.0 1116 1700 860 170.0 1702 170.0 940 168.6 1370 170.0 1015 139.2 1370 1700 1078 126.3 1370 164.0 1082 104.4 1370 165.9 1072 19.5 1370 155.3 1070 783 1370 165.3 1070 66In 170.0 974 170.0 769 1701 1169 170.0 903 166.6 1240 170.0 1002 1362 1248 168.6 1013 121.1 1248 147.1 1000 101.9 1248 139.0 189 90.8 1245 130.4 979 77.1 1248 129.0 975 68.1 1218 129.0 975 721. 167.8 1049 1700 078 139.9 1049 160.2 892 119.9 1049 132.1 076 105.9 1039 119.1 860 932 1049 109.7 648 03.9 1049 102.7 639 69.9 1049 94.3 025 69.9 1019 912 020 62.4 1049 91.1 120 76 in 142.7 811 149.1 822 118.9 911 126.0 855 101.9 011 1112 791 09.2 941 100.0 777 19.3 941 91.7 768 71.4 931 85.6 767 69.5 911 77.6 744 51.0 941 74.0 737 44.6 911 73.3 736 78 in 132.0 894 137.8 713 110.0 891 116.9 767 04.3 894 102.4 753 62.6 891 91.9 740 73.3 694 64.1 730 66.0 894 71.3 721 65.0 891 70.7 707 47.1 894 67.0 701 41.3 894 66.1 698 901. 85.9 671 88.7 696 71.6 671 74.9 615 61.4 671 65.3 670 63.7 671 68.2 666 47.7 671 62.9 668 43.0 671 4813 661 35.8 871 43.1 639 30.7 671 39.7 531 26.9 671 37.9 628 961 70.0 590 72.6 627 69.0 690 61.4 511 60.6 690 63.4 609 44.3 690 47.6 602 39.3 690 43.0 491 36.4 590 39.6 481 29.6 690 34.7 477 26.3 690 31.6 469 22.1 590 29.8 461 1011 49.7 468 608 421 414 466 42.8 414 35.5 468 37.1 408 31.1 466 32.9 402 27.6 466 29.7 396 24.9 466 21.1 391 20.7 466 23.6 382 17.8 466 21.2 376 16.6 466 19.6 370 111 In 45.8 441 46.7 400 302 441 39.3 393 32.7 441 34.1 307 28.6 441 30.2 302 25.4 411 27.2 376 22.9 441 24.9' 372 19.1 441 21.6 363 16.4 441 19.3 356 14.3 441 17.8 351 1201n 36.3 376 30.1 344 30.2 378 31.0 339 26.9 370 26.8 334 227 378 23.7 329 20.1 378 21.3 326 11.1 376 19.6 321 16.1 378 16.7 314 1441 21.0 262 21.2 212 17.6 262 17.0 239 15.0 262 16.3 236 Anchor Capacity Table (lbs) Anchor Clip Patterns • • • • Sutel5l0 2.76C1¢tie 365 Cat. 001517 MU FNkt0545 PTWao2 Mete 2716'6170 Lamm 5/4' Mos 81178500 a16'EOo UBmta1 9'1C Elco Wren U4'EkoUNton V4'SS Elco 40g1071.05 U18'E8o UM/anon or ss Elco Ag5.89160 010 Mees Screw (05) 112 Steel /Wen (05) 812 Steel 8576005) Edge 0161an5e (n) 1' 2.1/2' 1' 2-112' 3110' 1' 2.112' 1' 2-172 r 3155' 2' 0.40' 0.54' 0.524' • Embolism 7�51)t .1974' 13/4' 1354' 13'4' 2' 1.114' 1.1/4' 1-174' 1-1/4' 1.114' 1-1/4' r 1.50' 130' Yaks • 7fainr;® 4.79' BMR O.E. PSle •d or O1el CI 199 P p 3 Ile 300 m1 499 05 600 Cs 1644 Os 27009 263166 851 Os 740116 374165 664 lbs 046106 34111 442165 660 We nchas®1.16'941 O.C. /Sten6lm(aghel)CBp(F. 2) 401155 700116 N/A IUA 11/8 5558 36006 WA 5078 IUA IUA WA 68201 885106 112306 4ArtM153. 3' M. 11.0•7•1011361 An/leaps toy 4 780104 70006 MO Its 156006 1006166 54004 580156 NM 760186 74605 883506 189213 68206 888106 112006 • 800r•Ms010.54'5401.O.019/UClp. 565.100' Atum..Flg. 45 198 WA 11/8 WA N/A 11/8 IBA N/A tUA WA WA IBA 11/A I1/8 960106 • 1 Arttor/ F 105 0s 225 09 445 W en NS 135161 145 0s 177 50 370116 187 Os 33283 473 M3 170 /Ds 221 to 280166 J. _ • 2 Mann 64%.15' MM O.C1 F 4 • 1�p�Ms its 350 Res WA 7UA N/A N/A IgD 06 N/A N/A N/A ISA WA 311166 442168 060 0s • • POURS 3: • • •• • •• • ••.• • • • ••• • •w• • • •••• FIGURE 4: FIGURE 5: • • • • •• • • • 1• • FIGURE 8: • • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,)X ANCHOR CAP.,,,,.,,,, = ANCHOR CAP.,,, MULLION CAP.,,.,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 6083-T5 AND 8E A MINIMUM OF .100' 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. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25' X 325' X .624' MULLION 6 N m U a CO 04 04 tD X N M X 113 IV 1 1 1 uj W 2 0 1 2 Of N co So V' O O Yco S1 PRODUCT RBVISBD BF::6RIwhb the Florida Aaaep>N ..,, r,. Paolo it qk) 01 4-16 Mltml�de Produce 1170.11/D No. 56705 * ' p STATE OF W\ 0. ",, ONAL E� A. L' 4011 1ItteR, P.E. FL P.E.# 58705 .. '--- .- . Mullion Capacity Table (Ibs)R2) 1260394 a .624 Alum.Tube Mullion Opsning 129564 (brawl ceryspalning myons) or Opening Haight (brho6)zodetyspanNng 469116009) 50 M 601n 707n 10 M 60 in 100 M 1201n 140 M 160 M Rectangular Loading Tnp/7rlang. La9OMg Ractanpdr Loafing TnpRrrang. Loafing Rectangular Loading Tnp/rdang. Loafing R.c50.9ubr Loakeg Tra5Tdeng. Loading 0.61.6gutar Loafing Rap/Nang. Loafing Rad ngutr Leading Trapl76ang. Loading Rectangular Loading Tnp/Tdan9. Leckie Radngular Loa Mg Trep'Tnang. Leafing Reclan0Wr Loafing TN/Ming. Loading .' t it sa .F la 11iji �a .t R I- .f_ baa <a .?• U It /a .F^ Ba U fa .E o AV Ia .t,. el Uv 51 ka f s V 111.11'111151 3 f., as U as i a u£ 2 5.-. to U .1a i u 3 €,. is. as f i U al 9 '8,. lag 0 if, as .9 Y altlay5lsy1 f .1_ 16 U ::a F 1 2. .F sa O as t a U 2a rJ.. Al V fa .t £ ay la F' to qo ti 4a & U al 2 x la 11 as t c U alt 3 •�,. ita U 8a .L' & el 3c '�.. u u ala as t€,. � 4 ga u alal1 .ka .F I le .t.. sax Ea f V al 3 .,. �a II ra _ Mullion Length 42In 170.0 620 170.0 435 170.0 744 170.0 478 170.0 968 170.0 606 170.0 992 1100 619 170.0 1116 1700 621 170.0 1240 170.0 621 170.0 1408 170.0 621 1100 1735 1700 621 170.0 1983 170.0 521 401n 170.0 700 1100 624 170.0 050 170.0 504 170.0 992 1700 630 178.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 110.0 690 170.0 1700 170.0 600 170.0 1993 170.0 680 170.0 2287 170.0 600 60.625 M 170.0 747 170.0 643 170.0 196 170.0 631 170.0 1046 170.0 654 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.1 766 170.0 1793 170.0 766 170.0 2092 170.0 766 170.0 2391 170.0 766 5410 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 1700 764 170.1 1275 170.0 903 170.0 1434 170.0 837 170.0 1594 170.0` 654 170.0 1913 170.0 161 170.0 2131 170.0 661 550.2 2103 170.0 861 60 in 170.0 085 1700 701 170.0 1063 170.0 797 171.0 1240 1700 878 1700 1417 170.0 944 170.0 1598 170.0 996 170.0 1771 170.0 1033 170.0 2126 170.0 1063 149.3 2167 170.0 1063 129.0 2163 170.0 1063 631n 170.0 930 170.0 745 170.0 1116 1700 860 110.0 1302 170.0 040 170.0 1418 170.0 1015 170.0 1573 170.0 1016 110.0 1159 170.0 1122 166.9 2060 170.0 1169 134.6 2060 170.0 1171 117.7 2060 170.0 1171 66 In 170.0 174 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1558 170.0 1186 170.0 1153 170.0 1155 170.0 1640 170.1 1210 143.0 1966 170.0 1276 122.6 1966 170.0 1206 1012 1966 171.0 1206 721n 170.0 1053 170.0 178 170.0 1276 170.0 1009 170.0 1419 170.0 1126 170.0 1700 170.0 1226 154.1 1734 170.0 1315 138.7 1734 169.0 1306 115.6 1731 155.9 1361 99.1 1734 160.4 1362 86.7 1731 160.2 1362 741n 170.0 1122 170.0 937 170.0 1316 110.0 1000 161.6 1566 170.9 1209 117.1 1656 165.2 1285 131.1 1556 151.6 1266 117.9 1656 141.3 1251 91.3 1655 121.3 1229 54.2 1656 122.3 1219 73.7 1156 1211 1216 7818 170.0 1161 1700 967 170.0 1301 170.0 1116 1651 1477 169.3 1246 136.4 1477 152.0 1224 121.2 1417 139.1 1206 109.1 1477 129.6 1191 90.1 1477 116.0 1169 77.9 1477 110.0 1155 61.2 1477 109.3 1164 90in 142.0 1110 146.6 966 118.4 1110 123.9 968 101.0 1110 101.9 951 01.8 1110 06.3 936 79.9 1110 17.6 122 71.0 1110 00.7 910 69.2 1110 11.3 891 60.7 1110 66.6 079 44.4 1110 62.7 570 96 in 117.0 975 120.3 012 97.6 976 101.5 066 03.9 975 813 642 73.2 976 70.6 629 46.0 976 71.2 117 68.0 976 664 807 48.8 916 674 709 41.9 976 62 3 776 36.6 976 49.3 767 108In 052 771 84.0 616 65.5 771 70.1 805 60.7 771 61.3 674 51.4 771 54.3 664 46.7 771 49.0 665 41.1 771 44.9. 947 34.3 771 30.9 632 294 771 36.0 621 25.7 771 32.4 612 1111n 76.7 730 77.3 661 63.1 730 65.0 660 64.1 730 56.3 640 47.3 730 49.9 631 42.1 730 45.0 622 37.9 730 41.11 614 31.6 730 35.6 600 27.0 730 31.9 509 23.7 730 28.6 681 1201n 69.9 624 61.0 669 49.9 624 51.2 560 42.0 624 44.3 552 37.6 624 39.2 644 33.3 624 76.3 637 30.0 624 32.2 631 26.1 624 27.7 619 21.1 621 24.0 609 18.7 624 22.6 601 144In 34.7 433 35.1 400 20.9 433 29.1 395 24.0 437 264 390 21.7 433 224 385 19.3 433 20.0 381 17.3 433 10.2 376 TABLE 11R Anchor Cape Ily Table (Ib.) Anchor Clip Patfjma •• Substrate 270 Carrels 5.60 Cast. Rem MU FI0ed CMU PT W000 6100 Anchor 3/16' Elm Mato 154'ace 061008 5116.6(5094'x9000 UNec0n 3/16' Eke UplKat 1/4'Eko062900 Aggleaaa 69e'Ek0 057001 1/4' SS Elco AgreGna 810 Steel Screw(GS) 812 Steel Sues (05) 012 Steel Screa505) • • / • • • • • • Edge d6tarce In) 1' 2-92' 1' 2-402' 5116' 1' 2.1/2 1' 2-97 2' 3-1/8' 2' 0.18' 0.54' 0.324' BUXOM 0 •15/4' 134' 1314' 14'4' 2' 1-174' 1-94' 1-110' 1-94' 1-174' 1-1/0' 2' 13'8' 13'8' vanes 1 • !Anibal0 4.75 Min O.C. / Slararld a Met Cbgiobs) 31% lbs 390106 493 IQs 86080 1644 66 27066 28010u 354 69 740 Re 374103 864 lbs 94666 341106 442 106 66064 0 4 Archon% 1.15'.101 O.0 /2 1;.��,�1►1(,a Ofaet)Clp('Pig 23 de 199 70069 IIIA WA WA I/OI 38098 ISA ISA ti/A TVA WA 6132169 565108 1120 156 Vitus 0 3' 6�n:Z. n l'7 4P A70b/a701k(R9 3) NV 159 780 66 690 60 1560 80 180869 640100 560 Its NIA 760106 746166 00086 1802 68 68260 065 66 1120 66 • • •4Arctnn 00.54' Min. O.C./0.079,050.100' Aeg•(10.4) INA NIA NIA IUA NM 1729 WA NIA ISA 117A WA tUA NIA ISA 1267 Its • • 1 Arc tor/ FLi9(E0s6p 998a 796 10556 226 Ms 44560 822706 73568 140 64 17766 370106 167463 332703 473106 170169 22156 28016 • 2 929700 0 1.15 611n 0.CJ Fqp 0:19 6y 240756 350 MB 11/A ISA WA 17/A 10066 WA WA ISA WA WA 311166 44266 56069 • FISURE 1: • • •• • •+•• • •••• • • • • •• • • • • • • ••• •• • • • : tItIM 3: • •• • e ••• • •• • • • ••• • •9•• • • •••• FIGURE 4: FIGURE 5: • • • • • FIGURE 2: •• •• •• • ••• •• • • •• • ••• • • ••• •• • • • •• • FIGURE B: • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,„)X ` ANCHOR CAP.",,,.,,,,\ -ANCHOR CAP.,,. MULLION / USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R 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 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) UNEAR 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 21-23. HOLES TO 8E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 0.66. ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF .100' 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. #10 & 012 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1.25' X 3.94' X .624' MULLION 2 0 J D 2 m 0 2 Z_ D F Z N 0) ceW U a.. to N !s km 0 1'0 ID 6 U pZ rn co co } O 0 8� Y 3 0 42. PRODUCTRBVISOJ) BuBding Code �Florida Acceptet709No 0.0010 D)' M70M lade Pro,uu ,0770) \\ \ \ \ 11.YNN 1111 /1: '• No. 58705 tr .2-1. !S • S ATEO %'•... FC 01210.•' G,��: !//71111111111 A. LYNN MILLER, P.E. FL P.E.# 58705 Mullion Capacity Table Qbaffts) Anchor Cap Patterns • •al. • • horlaantalirsparllions) Opening Width (for patrIrr rams) or Opening Height (leWRg mullions) Oslo 00 In 7010 83in 901n 10010 1201n 1401n 160In 2X40.26 Alum. Tube Mullion Reotengda 7lapllaan9. Loosing 004005004! Loading Trap166ns Loadng Rectagula Loading Trep/Blag. Lead,* Ralan•3.0 Losing 110411 ang. Loadng Rafa096a Leading TcapfMen9. Loafing Redangdar Losing Tap/Nang. Lowing Rectangular Loading Trep'11 10. Losing Rectangular Leering Trap/Mang. Loading nutmeats Loadng llep/I6ana. Loadn9 111.666 8 11 a ' 11 0.46' �� 11 $ b1 11 1 1 � !I � 11 �' t S /1 � b 11 .� 1 / I � §g �� a lei lJ MJipn Cepsoly (hu) a h 11 11 11 9{ 51 a 1 _,. $ d� ,., 1 ¢ 111 _ a b i $. 11 _ a I 11 iE li 111 _ ia 4421636 9 • A 4210 170.0 820 700 170.0 170.0 435 524 170.0 170.0 744 850 170.0 170.0 470 664 170.0 1700 680 092 170.0 170.0 808 630 170.0 170133170.0 992 170.0 619 661 170.0 1700 1116 1276 170.0 170.0 521 677 1700 170.0 1240 1417 ,170.0 1700 621 800 170.0 170.0 14961 1 170.0! 060 170.0 170.0 1735 1083 170.0 1700 621 880 170.0 170.0 1903 2207 170.0 170.0 521 680 (CD 170.0 600261n 170.0 747 170.0 683 170.0 890 170.0 631 1700 1040 170.0 ..,.19710".671.7331717.0 664 177.1-11-1-5 2844 69 170.0 723 1700 1345 170.0 747 170.0 1494 1700 768 170.0 1793 170.0 766 170.0 2092 170.0 766 170.0 2391 170.0 758 64In 170.0 797 170.0 012 170.0 956 170.0 691 170.0 1116 170.0 764 1700 1276 170.0 083 170.0 1434 170.0 837 1700 1694 170.0 868 170.0 1913 170.0 861 170.0 2231 1700 861 170.0 2650 170.0 881 801n 170.0 805 070.0 701 170.0 1083 170.0 797 1700 1240 170.0 676 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 .170.0 1033 170.0 2125 170.0 1063 170.0 2476 170.0 1003 190.8 2680 170.0 1063 83 N 170.0 930 1700 745 170.0 1110 170.0 850 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1873 170.0 1078 170.0 1059 170.0 1122 170.0 2231 170.0 1189 166.7 2553 170.0 1171 145.9 2653 170.0 1171 661n 170.0 974 1700 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1658 170.0 1009 170.0 1753 170.0 1165 170.0 1046 170.0 1210 170.0 2336 170.0 1275 161.9 2437 170.0 1288 132.9 2437 170.0 1206 72 M 170.0 1063 1700 078 170.0 1276 170.0 1009 170.0 1480 170.0 1126 170.0 1700 170.0 1220 170.0 1913 170.0 1316 170.0 2125 170.0 1397 1450 2164 170.0 1408 124.8 2164 170.0 1629 109.2 2184 170.0 1530 781n 170.0 1122 1700 037 170.0 1340 170.0 1080 170.0 1670 1700 1209 170.0 1794 170.0 1322 186.1 1960 170.0 1421 149.6 1960 170.0 1506 123.8 1060 161.0 1640 108.1 1960 164.0 1535 92.9 1960 162.7 1531 761n 170.0 1151 170.0 987 170.0 1301 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 152.7 1661 170.0 1474 137.4 1881 183.1 1500 114.5 1881 147.3 1473 902 1861 139.6 1459 66.0 1861 137.6 1454 906, 170.5 1320 170.0 1144 149.1 1388 156.0 1219 127.0 1308 136.0 1196 111.8 1398 121.9 1570 05.4 5390 110.2 1162 69.5 1398 101.6 1147 74.6 1390 69.8 1122 83.9 1396 82,7 1103 55.0 1398 78.9 1008 06 In 947.4 1229 161.5 1006 122.0 1220 127.3 1070 1050 1220 1112 1061 02. 1220 96.9 1044 81.9 1228 69.4 1020 73.7 1220 02.4 1016 81.4 1229 722 993 62.7 1229 65.9 077 46.1 1220 62.1 867 100In 103.5 971 105.0 077 66.3 971 69.0 862 14.0 071 77.2 640 88.4 637 67.5 971 61.8 826 51.8 971 56.5 016 43.1 971 49.0 798 37.0 071 44.0 782 32.4 971 40.8 771 111 In 05.4 010 97.3 832 705 919 011 019 60.1 919 70.9 806 60 919 02.9 704 63.0 919 54.7 764 47.7 910 61.6 774 39.7 919 44.0 766 34.1 010 40.2 742 20.0 910 37.1 732 1201n 76.5 764 76.8 716 62.9 740 0.6 705 630 766 55.8 695 47.2 708 49.4 680 41.9 780 44.4 677 37.7 706 40.5 666 316 793 34.9 663 27.0 786 31.0 641 23.6 700 28.4 631 144 In 43.7 648 44.2 604 28.4 648 37.0 400 31.2 640 31.0 401 27.3 640 20.2 485 24.3 648 26.3 478 21.8 648 220 474 18.2 648 19.6 484 15.8 646 172 455 13.7 648 15.6 443 ------- An horCapacity Tabla(Iba) Anchor Cap Patterns • •al. • • 506411919. 2.90 Canada 38Canc. Reba CAU Filed GUN PT Weal Mid &16'Etc o Uttracrn �l4•EXOUIaacOn� 6416' Elco114' Ultra U0raon 3.15. EIro UBrsm V4 Elm Clans 05 Elco AggreO•a 5116. Elco Uttra0On 1l4. SS Elco A83fe6eta 810 Sled Screw (136) 0123141 Scree (G5) 812 Steel Scree (G5) Edge asiance(n) r 2-Vr 1" 3.116' 1• 2 -Ur 1• 2421 r 3.181 r 0.46' 054 0.324• • Emle0nen16r1) 13/4' 1414• 1674 r 1-164• 1-114• 1-114' 1414• 1-1147 16/4^ r 1-56' 1-527 vales 5 2 Amines 464.78- MK 0.C.411919098 Of Offset CIp (Mg 162)14 111:01155 390 Its 460 817 1644 65 270 Ds 260106 364165 740190 374190 864190 916190 341115 4421636 660166 6 4•B•h•346 2.69. 14116 O.C. 15100ee15 (a Of gel) C13116691135 7410165 7`40190 EDO D9 14651 68' 1424 65 ISA 5 83 4 1100 695190 1170 886106 IBA 682105 055163 1120 De 0 6Archa/s�®1.71"Mtn 0.C/ 1 Onset)COp(.4). BO;Ds Qt 75665 "'.'• ILIA IIIA 706 Re 1100 799103 IIIA 1170 NBA 100264 132766 1600166 i" 03' IAR C. Angle Clips ((F19 57 i1111" 7 60 -705119 460 Ds 1560168 1890 60( 583166 WA 760104 748169 88010s 189216e 68263 805166 1120 65 I • • • • • 8 AntM0 ®3' 1.16. .C.1(21215 Area Ceps gelg (§7 1141IDS 1170190 1900109 2340106 2844 69 0 Dg 040 3e IIIA 1140 66 112263 ' 1313 lbs 2886190 10221116 1327 Se 1663 De 31005515 01.34.1210. O.C. /1)016, Into .125. Aam•O4 M *NA WA NIA NIA IIIA WA IBA 11/A 1450 WA WA 1410 IIIA IBA •6Archus di0.64'MN.0.C./UC0p, into .1266 Alun. 8) NIA 1BA NIA 11/A IIIA 1100 11/0 11IA 11/0 64/0 IUA WA IIIA 11)0 21 190 2Mclmi#l1f04A'fh 0.07 FC0p � lean 370les 31560 743 Its 712 Re NIA 200la NIA 310103 NIA - 440163 I/O 34165 442 Re 060106 3Areh�3Q 3,R' 1.11t06./1.11t06./ F4614.10.1•• 64 625106 370 D4 073106 IIIA 11/0 363166 N/A 300105 NIA IBA 830 611163 664 Re 840 are NOTE:#OR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLW • •••• PIERRE 5: • • • • • • • • •4 • •••• .° • ••••• FIGURE 4: • • • FIGU •• • • • • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10. 11 11 • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. CI)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) x ANCHOR CM.,,,,,.,,,,\ -ANCHOR MULLION CAP. ,,,,6,/ 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 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 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 .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. 910 & 412 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. .250' 2' X 4' X .25" MULLION 113 N km 8 0 rn J N X X O 00 c0 1 5 8gO O g z co O rn PRODUCTRBVISBD as 9omplyisi6 wi h the Plaids Building Code Acocptano9No •' �S.,6Q�' &Pimlic7Date 5414rnf a. a Product Control �c •(ILYNfV 759/� l N ,.... �(cc -' �ICENSF '•. 4' 71 '. No. 58705 4-7si i s • CCI; co- SlAT „ ...A�� A. LYNNI14 LLER, P.E. FL P.E.# 58705 TABLE 13A Mullion Capsolty Table Obi/le) 2 X 6 X .26 Num.Tub9 Mul80n OpeningWRIth(for vertically -sparring mullions) orOpening H9pht (for holizortely-opar9irgm146ore) 501n 00In 70101 OOIn 80111 10010 1201n 14010 1001n R•elenpAer Loading llepfilerip. Lo.ing Recto War 0547009 Trap/Mang. Loafing Recingulr Loo'JnO Trepll0.n0. 088649 Rectangular 004070 hap/hang. 106008 R.cWger Imam hap/king. Lowing 060Mn7lhr Loving Trap/Mang. Ladng Rectangular Looing Trap/Mang. L•edng Rectangular Losing Trsp74Mng. Loafing ReeteMellnr Laing Trap/Mang. Loafing g II 3.0/0' E,. asa E E., asa 0.324' • Em 1 4' al. 1-3/4' -II 2 is a iI 1-174' 14747 1.1/4' 147 1.3/6 AaI Lades2116ehde asa e1 1e.. as 450 W iia 1844184 i 280100 li 740100 v,. 1147 a.. as i .§ i 42 M 170.0 620 170.0 435 173.0 744 170.0 478 170.0 868 170.0 608 170.0 002 170.0 619 170.0 1110 170.0 521 170.0 1240 170.0 521 1700 1400 170.0 521 170.0 1735 170.0 521 170.0 1963 170.0 621 401n 170.0 708 170.0 624 170.0 650 170.0 584 170.0 062 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 877 170.0 1417 170.0 080 170.0 1700 170.0 080 170.0 1003 170.0 600 170.0 2257 170.0 600 500251n 170.0 747 170.0 503 170.0 806 170.0 631 170.0 1048 170.0 084 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 758 170.0 1703 170.0 758 170.0 2092 170.0 756 170.0 2301 170.0 756 54 M 170.0 707 170.0 812 170.0 956 170.0 691 170.0 1115 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1504 •170.5 850 170.0 1013 170.0 801 170.0 2231 170.0 881 170.0 2550 170.0 861 60In 170.0 885 170.0 701 170.0 1053 170.0 797 170.0 1240 170.0 870 170.0 1417 170.0 ON 170.0 1594 170.0 896 1700 1771 .170.0 1033 170.0 2125 170.0 1003 170.0 2470 170.0 1063 170.0 2833 170.0 1063 83 M 170.0 030 170.0 745 170.0 1110 170.0 850 170.0 1302 170.0 940 170.0 1400 170.0 1015 170.0 1673 170.0 1078 1700 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2603 170.0 1171 170.0 2075 170.0 1171 001n 170.0 974 170.0 769 170.0 1159 170.0 603 170.0 1384 170.0 1002 170.0 1650 170.0 1000 170.0 1753 1700 1155 170.0 1646 170.0 1210 170.0 2330 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1200 721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1406 170.0 1120 170.0 1700 170.0 1220 170.0 1913 170.0 1315 170.0 2125 170.0 1367 170.0 2550 170.0 1408 170.0 2975 170.0 1529 170.0 3400 1700 1530 701n 170.0 1122 170.0 937 170.0 1340 170.0 1080 170.0 1570 1700 1200 170.0 1704 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2692 170.0 1620 170.0 3140 170.0 1064 170.0 3580 170.0 1705 701n 170.0 1151 1700 987 170.0 1301 170.0 1118 170.0 1011 170.0 1250 170.5 1042 170.0 1380 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2763 170.0 1700 170.0 3223 170.0 1777 1700 3003 170.0 1706 90 M 170.0 1328 170.0 1144 170.0 1594 170.0 1328 170.0 1840 170.0 1495 170.0 2125 170.0 1053 170.0 2391 170.0 1703 170.0 2650 170.0 1910 170.0 3166 1700 2125 156.0 3413 170.0 2273 130.5 3413 170.0 2301 901n 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1083 170.0 1822 170.0 2267 170.0 1704 170.0 2550 170.0 1052 170.0 2633 1700 2008 180.0 3190 170.0 2330 137.1 3199 188.8 2470 120.0 3199 1561 2420 1081n 170.0 1694 170.0 1400 170.0 1013 170.0 1047 170.0 2231 170.0 1870 170.0 2550 170.0 2078 184.0 2701 170.0 2271 140.3 2781 101.8 2333 123.0 2701 140.4 2281 106.8 2781 125.9 2234 02.7 2781 1180 2100 111 in 170.0 1830 170.0 1454 170.0 1988 170.0 1700 170.0 2203 170.0 1932 170.0 2621 170.0 2140 151.9 2832 1820 2245 130.0 2632 148.4 2216 113.8 2632 128.4 2165 07.8 2632 115.1 2126 65.4 2632 106.3 2098 120 61 170.0 1771 1700 1586 170.0 2126 170.0 1859 154.4 2252 159.9 1091 135.1 2252 141.4 1064 120.1 2252 127.2 1036 108.1 2252 110.1 1915 901 2252 99.5 1872 77.2 2252 68.0 1638 67.0 2252 81.4 1808 1441n 123.1 1504 1280 1445 104.3 1504 106.1 1425 89.4 1584 01.5 1407 762 1584 80.7 1390 09.5 1584 72.3 1373 82.0 1584 05.7 1355 52.1 1504 50.0 1330 44.7 1564 49.2 1305 36.1 1584 44.4 1283 TABLE 13B • • • • • • Anch& Clip Patterns f thibelnle:• • 2.76 Concrete 3.58 Cana Hctbw CMU Fled CAO/ PT Woad Motel • Am'h1;rD'�• 1: y�' Elm Ulaecon 1/4' Ela 1.111/mon1.111/monU*Moon3118' 316' Elco Ek0l35ae0n 171' Eke UlSaen 1/4' 88 Eloo A900004101 5/18' Eloo *Mc* 1/4' 00 Eko AppreGelaf 010 Steel 301.6 (G5) 012 Steal 801'6(05) 012 51m1• Screw (05) • Edge alunaepn): r 2.1/2• 1' 21/7' 3-1/4' 1' 5172" 1' 2.112' 2' 3.0/0' 2' 0.48' 054' 0.324' • Em 1 4' 1-Y4' 1-3/4' 1374' 2 1-1/4' 1-114' 1-1/4' 1-174' 1.1/4' 1.1/4' 2' 1.3/6 1-3/0' Lades2116ehde @ 4.75' Min. O.C. / Synderd or Offset 007 U' . be 390 lbs 450 W 890 be 1844184 27015. 280100 354 5. 740100 374168 684154 94815. 341 Its 442106 66018 41 Ash00. 04.er M0.O.C. / Standard Mr Offset Clip (Fig. 31 78018 780110. 900 be 1780 ibe 323218 54040 54018 708 Ne 1480110. 74818 127254 1898164 84218 885150 1120 75. •48@114R@1.71'MIn.O.WM4L41d(or Obit) Clip (F4.411 000018 140018 101018 259518 WA WA 04018 WA 106518 WA WA WA 138318 177018 2240100 4 Anchors @ 3' MIR O.C. R2) 2413Angle Oleo RN. 50 7801M 700 be 880 be 1580164 1898 Its 540 be 58015. N/A 780160 748 be 88015s 1592164 88215. 885164 1120150 • • :Authors @ 3' MM. .6•1(2) 247 Angle Cope P(F16.1F' 15e14 15801be 130018 312018 3702164 10801M 112018 NIA 152018 1496 be 176018 3784 18 138318 117018 221018 • • •13/(pcipas @ 1.6Min O.C. / (2) 2y' ANfle Clip. / (111.y:• V0014 2100 l8 144018 376014 WA WA 1320 b. N/A 150018 WA 601 WA 204518 265418 330018 4 meets 311.34' 5157.3,%t4 lqiag. .125' AloedFlo. Sp ISA WA WA WA WA WA N/A WA WA WA WA NIA WA NIA 1430 Ws 6 8 Anchored@ 0.64' Min. 0.at/ UC11p,1•0.125' Aum. Q .l).• • WA N/A N/A WA WA WA WA WA WA WA WA WA WA NIA 2861 b. Anchors 48 4.60' 69•. 0.CJ 7-057 (F10. 104 300164 390 Cs 45056 890 15. 161614 27014 28014 354 be 740 0,. 37414 83814 94814 341 100 44214 56014 • w 4 Archers @771' MM. 0.C./ F-Ctip Fe 113• S9s10e 70014 505 6e 1208156 WA WA 47014 WA 533 b. WA .WA WA 682164 54514 112014 (ItaTj:jQIITHE OFFSET CI+P•USE THE 41•4F pn1 R PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP • • • • FIGURE 1: FIGNRI311 • FIGURE!: • • •w ••4 •4 • • FIGURE 5: • • • • 0• •• • •• 6• 4 • • FIGURE 8: • • • • FIGURE 4: • • • • • • • • • FIGURE 8: FIGURE 7: FIGURE 9: FIGURE 10: • • • • • • 11 FIGURE 11: ANGLE CLIP (FIGURES 5-7) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,)X(ANCHOR CAP.,,,,,,,,, _ANCHOR CAP.,, `MULLION CAP.,,„,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN 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 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. .250' 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 808375 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. 310 & 312 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 2' X 6' X .25' MULLION CT -RESISTANT ALUMINUM TUBE MULLIONS e -km PRODUCI'REVISED as complying whh Rio Florida Duildl0l Code Acceptance No 8.000' Miami Dode Predua Comm \\\N Oa( LYNN Al/(/�'�i�. ` T1 •° No. 58705 P .. S ATE FtoR A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 14A Mullion Capacity Table ((bane) 1.28' x 2.11" X Tgb. M611 Opening Width (far111r6ca5y-speMrg mullions) or Opening Height (for hodz4rdelyspaMrg rnt9Mena) 501n 601n 701n 801n 901n 1001n 12011 1401n 16011 Ra01a11(paer 1.0848 Trap/Mang. Loading Redergulal Loading Tsai:Mang 10.41,9 Rectangular Loading Tre[YMeng. Loadlro Reclargular Loading TapTlano Loading Rectangular Loadng TrapiPlarp. Loading Rmtaroolar Lading Ta5Tdaro. Loading Rectangular Loading Trap/Triad. Loading Redarot8ar L.00dI g Trop nano. Loading Raetanpular Loading TapITnang Loading 1 1 _ 1 i 1 ii 1 1 1 I 1.914' I I I I A I I I I 1 ii I ii ii I il ii I II 1 .ii i I ii A il _ I I ii 1 ii _ 11 ii ii I I ii ii _ 1 ii I il _ I I ii ii _ I I ii g a i 421n 144.2 628 187.0 428 120.2 528 1480 419 103.0 628 138.9 414 90.1 526 1346 411 80.1 528 134.1 411 72.1 526 134.1 411 80.1 526 134.1 411 51.5 626 134.1 411 451 528 134.1 411 - 481n 98.6 403 1080 333 80.6 403 94.7 325 89.0 403 68.4 320 004 403 01.4 317 63.7 403 70.1 316 483 403 788 314 40.3 403 78.6 314 34.6 403 78.8 314 30.2 403 78.6 314 50.026(0 82.3 362 91.0 301 886 362 79.3 294 688 382 71.6 269 61.6 382 87.2 286 457 362 81.6 204 41.2 382 '83.8 283 34.3 3822 836 Zai 29.4 382 636 283 26.7 362 83.6 283 541n 87.8 318 74.1 267 586 318 64.2 261 48.6 318 57.7 258 42.4 318 63.5 253 37.7 318 50.8 250 33.0 318 49.6 249 20.8 318 49.1 248 24.2 318 481 248 21.2 398 49.1 248 801n 49.5 268 63.1 219 452 268 46.7 214 35.3 258 40.7 210 309 258 37.2 207 27.6 259 34.0 204 24.7 258 .334 203 20.6 258 32.2 201 17.7 258 32.2 201 15.5 268 32.2 201 83 Si 427 234 458 200 356 234 38.1 195 30.5 234 34.7 192 267 234 31.8 189 237 234 29.4 188 21.4 234 280 184 17.8 234 286 163 15.3 234 266 183 134 234 28.5 183 6851 37.2 213 38.4 183 31.0 213 33.7 179 26.5 213 29.8 178 23.2 213 27.0 173 20.8 213 25.1 170 196 213 287 189 15.5 213 72.2 107 13.3 213 22.0 168 11.8 213 22.0 168 721n 28.6 179 30.1 165 239 179 25.8 152 20.4 179 22.6 149 17.9 179 203 147 15.0 170 18.7 145 78 In 24.3 1e1 25.4 140 20.3 161 21.8 137 17.4 181 19.0 135 182 161 17.0 133 78 M 22.5 152 23.6 133 188 152 19.9 131 181 162 17.6 128 Anchor Cap city Table (lbs) Anchor Cap Pattama 800911810. 2.70 C01ka316 3.96 Pak. Ho8a8 CMU FIOM CMU PT Wood 1.18• Archer 1y, S'16•Eko Ulllecal V1'E10o U61mm 6l16'Eko Ullman9l16'EkoUBraeM 1!1'Eko Ullncm Or 53 Eko 4096681. 51(5'ERo Ullman 04.83 Elm Ag9r008or 8(061ed Scow (G5) 412 SON scree (G5) 812 Sled 58106(G6) Etta Dl1tarcaen) 1' 2-1r21 r 2-1/2" 3.1/0' 1- 2-112. l• 2-1/21 2• t 3-116' 7 049• 0.61• 0.324• E10be906lt 8n) 1.914' 1.3(61 14141 1314' 7 1-114' 1.114' 1.1141 1-54' 1-1/4' 1-1/411 7 1-3161 196 wiles 4 Arcinn ®3' Min. C.C.! (2) 2t5Argle /lips / pig 1) 780(16 780 ba 660118 15901b, 1686118 643 IA 560103 WA 760 lbs 74886 MO 10a 1822 0e 662 MIs 865 to 1430100 • •• • • • • • •••• • • • •• • • • • • FIGURE 1: •• • • • •• • •••• • • • •• • • •• • • • • • • • • •• •• • • • • •••• • • •••• • • • •• • • �• ••• • • •• • • ANGLE C • CLIP MUST BE USM INAIRS. • • • •••• TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP )x / ANCHOR CAP.,,,,,,,,,\ ANCHOR CAP.,,,, MULLION CAP.,,,,,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN 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. 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 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. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. F-1.268'-1 F125* T 1.28' X 2.11' X .125' MULLION (INTEGRAL FIN MULLION) S�' o 0 �YN6 IL Z .C° ' W 0 Lu J W 5 0 ( co G� O P- `3c 2 a -J z tog k 2 U Z r ZH Csi 7 Q N C Q x Z (172X °o8 X Y 4 2 1O O a. PRDuu lJLI RBVIs5U m come 6 with the F19118& adlag0oda , - //''�� ,1 Acceptance No 9k ® tprane ..L"1rL' f Jw.LrT )fy 10t Miami Redact Contra .00111111/4/ / 00111111/4/7 aN� LYNA, !fie �/ ▪ No. 58705 >'4 ATC %• &T •. F (V` S/ONAI Es\ ' 1l4IIII1111,,. A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 15A Mullion Capacity Table ((befit') 3.26" 30 BAMUL Opening Width (for eertically-ap6Mrg mUllons) or Opening Height (for h/3r17u19elyspanirg rmiI4ons) 50In 601n 701n 001n 90 M 1001n 1201n 1401n 190 M Reelen9u1nr Loading Trepl8lang. Leering Reolnn46er Laing Trep/fdeng. Lowing Rectangular Leading Tbp/inang. Ladng Reclenoder Lotting Tnp(lO50 Loading RMM/updv Loading Tnp/Mrg. Learing Reclangd.r Laar g TropI70.ng. Loading Redwoods/ Losing Trap/Wang. toedno Rectangular Lading Tap(TdenO. Losing Rectngular Losing Trap/lrlen0. losing 2.112' III 3.110' III 0.48' III 0.324' III OW 111 1-3/4' III 7 III 1-144' g1 OM' hi 1.144' III 1.340 • Ig o des III III 450140 III 1700186 III 200104 III 740140 hi 7201be a fi • J76 g76 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 898 170.0 600 170.0 992 170.0 610 170.0 1110 170.0 621 170.0 1240 170.0 621 170.0 1486 170.0 021 170.0 1735 170.0 621 149.1 1710 170.0 621 481n 170.0 700 170.0 624 170.0 850 170.0 684 170.0 902 170.0 630 170.0 1133 1700 661 170.0 1275 170.8 077 170.0 1417 170.0 480 152.2 1622 170.0 600 130.6 1522 170.0 660 114.2 1622 170.0 600 00.62511 170.0 747 170.0 583 170.0 528 170.0 031 170.0 1044 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 1042 1443 170.0 756 136.9 1443 170.0 758 117.3 1443 170.0 756 102.0 1443 170.0 766 04 M 1700 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 100.4 1353 170.0 037 144.3 1353 170.0 856 120.3 1353 170.0 061 103.1 1353 170.0 081 00.2 1353 170.0 861 60 M 170.0 885 170.0 701 170.0 1063 170.0 791 167.0 1210 170.0 870 148.1 1218 170.0 944 120.9 1218 159.8 938 1111.9 1218 152.1 024 97.4 1218 140.1 Oq 63.5 1218 148.1 013 73.1 1210 146.1 913 43 N 170.0 930 170.0 745 170.0 1116 170.0 650 160.2 1160 180.8 033 131.4 1160 153.0 941 116.6 1150 141.9 898 105.1 1160 134.2 865 87.6 1150 128.7 871 76.1 1160 136.2 670 65.7 1160 126.2 670 68In 170.0 974 170.0 789 152.4 1048 155.8 964 130.0 1048 146.6 061 114.3 1018 133.1 850 101.6 1048 123.4 839 91.4 1046 118.6 830 74.2 1040 109.4 821 65.3 1046 106.2 818 57.1 1048 108.2 816 721n 140.8 880 147.9 784 117.4 880 128.0 744 100.6 860 110.8 734 080 880 100.0 722 76.2 800 12.0 712 70.4 880 06.2 703 50.7 800 70.2 523 60.3 080 70.5 688 44.0 1100 76.4 680 M 119.7 790 125.1 090 09.8 790 106.4 878 66.5 790 93.3 683 74.0 750 831 652 88.5 790 79.9 643 59.0 700 71.7 635 40.9 750 04.1 044 42.0 790 62.1 819 37.4 790 61.8 817 M 110.8 750 115.5 657 02.3 750 98.1 644 79.1 760 80.9 632 682 760 77.1 621 61.5 750 70.0 012 65.4 750 66.7 605 48.2 750 50.4 604 39.0 750 50.2 580 34.6 760 65.6 588 90 In 72.1 583 74,4 600 60.1 663 82.9 491 61.5 583 54.5 523 45.1 663 46.9 475 10.1 683 44.4 466 36.1 663 401 402 30.0 503 36.2 402 26.8 563 33.3 445 22.6 663 31.0 442 9019 69.4 495 81.1 443 405 4115 61.6 435 42.4 495 44.8 427 37.1 495 391 421 33.0 496 36.1 416 29.7 405 33.2 409 24.0 495 29.1 400 21.2 495 26.6 394 10.6 495 25.0 390 1001n 41.7 391 47.8 353 34.8 391 35.0 349 20.0 391 31.1 342 26.1 301 27.6 337 23.2 391 24.0 333 209 391 221 328 17.4 391 19.7 321 14.0 301 17.6 316 111 M 36.4 370 30.2 335 32.0 370 33.0 330 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 310 10.2 370 201 312 10.0 370 18.1 305 120 M 30.4 317 30.9 289 25.3 317 28.0 281 24.7 317 22.6 230 19.0 317 19.0 278 15.0 317 17.0 273 144 M 17.6 220 17.8 203 • •• • • • An her CepadtyTable (lba) -• • • • • • • Anchor Cep Paneling •••• • • • Sua6lnl4 • • 2.7k Concrete 3.5k Cora. Nollon CMU Feted CMU PT Woad Melel •Y18'Eko Andwr"Ifps: • 3111�EkaUPoaea 144'Ek6Ulkeca Ulbaca 31f8'EkoUlOacon I/1'EkoUaraoa 1/4'SSElco 06pre0ator 5/10. Elco UMecon 144'138Eko Ag9,e0.Mr 810 Steel Sew, (05) 012 Steel Screw 105) 612 Steel Screw•(05) • Edge 014191000 (In1. 10 2.1/2' 1' 2-172' 3.1/8' 1' 2-1/2' r 2.112' r 3.110' 7 0.48' 0.54' 0.324' ErabeMil,ttl�l. OW 5.2J' 1-3/4' 13/P 7 1.144' 1-144' OM' OM' 1-1/4' 1.144' T 1.340 • 1.300' o des • • 2 Anchors ®5• Min. 0.C. (2)2x5 Angle Clips / R•,•. 1):gerba 390Iba 450140 590 Se 1700186 270 are 200104 354 as 740140 374140 7201be 946140 341 lbs 442166 560 gm • • •4ie9h8ra 0 3.5' Min Q)ait3 Angle Clips / (FIs 4 i3(ype 79018. 790140 11170 Na 2525104 540 Ito 5601bs N/A 1120106 748lba 880Ib9 1892166 882152 805106 1120 •s 8 Anchors I§ 2.71' MI9O.C. / $) 2618411919 Clips /C o. 3141120140 1120 Mu 958166 2248106 2254 Me WA 840140 WA 1059139 WA 1320166 WA 1022109 1327104 1850140 • • • • • FIGURE 1: •• • • •••• • • • • FIGURE 2:• • • • FIGURE 3: • • • 4 • • •• • •••• • • •• • • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 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 606375 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. 810 8 812 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (� )X ANCHOR CAP.,,,,,,,,,\ ANCHOR MULLION CAP.,.,,,,,,,' USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 30' BAY MULLION 8 N 03 ce 0 03 (O 1 N Ao O O kO 'RODUCT REVISED .0 audyin9 w911 the Flo nu6dlog Coda 4,4 AcccpIwrco No .J9rH9'-' de 01 ' 014 Miami rade Pr Cohtrol \ 11)11111111/,// \`�,��o:0.1.5:05Mie,i,QCT..•'•1CF'••. tC'D .' �c 7::: ;nO�.. ST, TZ0r ;'(j '','S"ONn . `a ' A. LfNNIM(LL'R, P.E. FL P.E.B 58705 Mullion Capacity Table (Ibeeta) 3.26" 46 AL BAY MULL Opening Width (for vertica6y-9parrim mtiloos) or Opening Haight (for horinwtey-9parrMg miAcne) 50(n 8010 701n 80h OOIn 1001n 1201n 1401n 10010 Rectangular 1-91 ••• TrepWTdenO. Looting Rectangular Lowing Trap/Mang. Loading Rectangular Loafing 1(00711100. Looting Recorp40r Looting hapfTMnp. Lo001g ReclnO401 Loading 7.1919.. 10.1009 R,cIengdar Waring Trap/Mang. Loading Rectangular Loading Trepliden9. Lowing Rectangular Lowing Tr1yideng. Latina Rectangular Wring Trap/Wang. loetirb _t 11 ih 711 h 11 1 it II 11 1 it I 11 1 it I 11 1 it I_ 11 it I 11 1 it I_ 11 it I_ 11 11 _ 11 I it I 11 I 11 _ it i _ II is _i it ii II is II 11 1 =o II II 1 io II 1 g 0 7 Z 4215 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 002 170.0 510 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 180.3 1871 170.0 521 4010 170,0 700 170.0 524 170.0 850 170.0 5E4 170.0 902 170.0 030 170.0 1133 170.0 001 170.0 1276 170.0 877 170.0 1417 ;170.0 600 163.7 1037 170.0 880 140.3 1037 170.0 000 122.8 1837 170.0 880 50.6251n 170.0 747 170.0 503 170.0 898 170.0 631 170.0 1048 170.0 584 170.0 1195 170.0 723 170.0 1345 1700 747 170.0 1404 170.0 758 147.1 1552 170.0 758 120.1 1552 170.0 756 110.4 1552 170.0 750 6110 170.0 707 170.0 812 170.0 058 170.0 691 170.0 1118 170.0 764 170.0 1275 170.0 003 170.0 1434 170.0 037 155.2 1455 170.0 856 120.3 1455 170.0 061 110.0 1455 170.0 801 07.0 1455 1700 861 601n 170.0 555 170.0 701 170.0 1003 170.0 707 170.0 1240 170.0 070 157.1 1309 1700 914 130.7 1309 170.0 096 125.7 1300 183.5 904 104.8 1300 157.1 982 60.8 1300 157.1 002 785 1300 157.1 002 83h 170.0 030 170.0 745 170.0 1116 170.0 850 1620 1247 170.0 040 142.5 1247 104.5 903 120.7 1247 152.6 005 114.0 1247 144.3 052 95.0 1247 138.2 036 81.4 1247 135.7 935 71.3 1247 135.7 935 06 h 170.0 074 170.0 789 170.0 1189 170.0 003 145.4 1190 153.7 955 120.9 1100 147.9 045 115.4 1190 130.5 020 103.0 1190 128.4 914 60.0 1100 119.5 096 742 1190 110.1 603 84.0 1190 118.1 693 721n 101.0 1010 1800 877 134.7 1010 744.0 880 115.4 1010 127.2 842 101.0 1010 114.7 028 80.8 1010 105.0 017 60.8 1010 98.9 007 67.3 1010 00.0 705 57.7 1010 87.8 790 50.5 1010 87.7 789 781n 137.4 906 143.6 702 114.0 908 122.0 775 06.1 908 107.1 781 65.9 006 06.2 749 78.3 000 88.2 738 60.7 008 02.3 720 57.3 000 74.7 710 49.1 000 71.2 710 42.0 008 70.0 700 7010 127.1 081 132.5 754 105.0 001 112.5 730 00.0 001 00.6 725 790 981 85.5 713 70.6 051 01.0 703 03.0 001 75.4 094 53.0 861 00.1 001 45,1 061 04.5 075 30.7 001 63.7 65, 001n 02.7 046 85.4 574 50.9 846 72.1 504 59.1 040 02A 554 51.7 846 56.1 545 40.0 84e 50.0 537 41.4 646 47.0 630 34.5 648 41.5 510 20.5 646 30.2 511 25.0 646 36.5 507 98In 682 Seo 70.1 500 58.0 566 59.1 499 40.7 508 510 401 42.6 568 45.8 403 376 608 41.4 476 34.1 568 35.1 470 20.4 560 33.4 459 24.3 588 30.5 452 21.3 566 287 447 10010 47.9 449 40.0 405 39.9 449 412 399 34.2 449 35.7 393 20.9 449 31.7 387 26.0 410 28.0 282 23.0 449 20.1 377 20.0 449 22.7 358 17.1 44g 20.4 361 15.0 449 10.9 356 111 In 44.1 425 45.0 305 36.0 425 37.0 370 31.5 425 32.0 373 27.0 425 29.1 387 24.5 425 20.2 382 22.1 425 24.0 356 18.4 425 20.7 350 15.8 425 16.8 343 1201n 34.9 384 35.5 331 20.1 304 20.8 326 24.8 364 25.0 321 21.8 304 22.8 317 19.4 304 20.5 313 17.5 384 18.7 309 14410 20.2 253 20.4 233 18.0 253 17.1 230 • •• • • • An • •• hor Capacity Table (We) • • Anchor Cap PatleRltl • • • • • Suaseetik • 2.7k Cancels 3.5k Cana. Meow CMU Fated CMU PT Wool Mehl • Anchor lea • • 3114' Elco IaOacan Ur Eno Ullman 5/18' Eke Ultimo. 9118' Elea Ullman VI' Deo Maw. 1/4' SS Elco ApereGater stir Eton Ueracon 1/4' SS Eta A9prehttor 610 Steel Screw (05) 112 Steel Scher (05) 512 Steel Screw WM • Edge 0111.1/58 My 1• 2-1/2' 1' 2.112 3-118- 1' 2.1m 1' 2.1/2' 2' 3-1f 2' 0.4r 0.54' 0.324' EmbeAn l 1.314' 1-314' 1.311' 2' 1-1/1' MN' VW' 1-1/4" I-114' 1-15,' 2' 1-3/8'13'8' wase • 2 Anchors ®5' Min 0.C.../(2) 255 Angle Caps / b- 1 : •590 390 (01 450190 89010. 170010, 270 05 280 045 354 be 740 (4 37415, 720101 04615, 341 ba 44285 5130 1b • • goliMp Wa ®3.r Mln Wei W ars Angle COPS / rho 4 45.e 78014 790 (5, 187014 252515, 540 be 56014 WA 112014 74814 88014 1892 Ilas 802150 80514 1120 arc 6 Anchors O 271' Mln00.C. / 0) 2 00U•e Cepa /W10. 3y •112014 112014 950 (4 224814 2254 ba WA 84014 WA 105914 WA 132015, WA 102214 132714 188014 • • • IGURE 1: • • • •• • • • • a • 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 26 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 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC) 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 606345 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 .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 010 & 512 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPP 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 13 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. 45' BAY MULLION PRODUCT I ttvi nca l5 complying with the Florida Building C4441Acceptarec 7Dotfe MI. i1^•.pl0duc4 Control lj 1111111111,71 \\‘` pNV L7NN 40'11/, �. JCENSF '•.F4' i No. 58705 • TIC • STATE IS ' ,5 FT '%S'ONAt ' " A. L'H4. MILLER, P.E. FL P.E.# 58705 ---� t.000' 2.0 .125' .125' r X 2' X .125' MULLION 6063-T6 ALUM. X -SECTION .376' MIN. -I 1.000' )-- 2.� 'X2 X .375' MULLION 6063-T6 ALUM. X -SECTION STANDARD CUP i I i 8063-T6 ALUM. 2.000' 4 X -SECTION .125' 2 5.500' CUT HERE TO _ CREATE F -CLIP, SEE r DETAIL F, SHEET 4 .375' MIN. 2.750' 1.000' I--- .375' 1' X 2.75' X .376' MILLION 6063-76 ALUM. X -SECTION 1--.125* 2.125' U -CUP 6083.78 ALUM. X -SECTION .125'111 i .740' f-- 2 .338' MIN. • •••• • • • • CENTER OF At•� • c • STA ARO CLIP .„ 8 TB ALUM. HOR HOLE MUST. • • • PVIEW IF" • WITHIN THE D BOUNDARY. SEE *SHEETS 5-17f 9i•T&E ANCHOR 0.C• • • • DISTANCE•MAXRYIM 4NCHOR HOXE • • • • •DIAMETER: A01•HOR DIAMETER *x1.10 • • • • • • •18116•• • MIN. • • a • •••• 5.50T • • .375' MW. .125' .740' OFFSET CLIP 6083-T6 ALUM. TOPVIEW 11 -CLIP 608318 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST UE WITHIN THE GASHED BOUNDARY. SEE SHEETS 6-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER * 1116'. F-1.000''•1 1' X 2.76' X .650' MULLION 8063-T6 ALUM. X -SECTION .125' 1' X 3.125' X .6' MILLION 6063.76 ALUM. X -SECTION 2X5 ANGLE CUP 8083.70 ALUM. XSECTION 5.000' .375' MIN. t- I --1.250'--I 3.188' J i 0 / .125' 285' t 1.25 X 3.188' X .285' MULLION 606346 ALUM. X -SECTION 2X5 ANGLE CLIP 5063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR 110LE DIAMETER ANCHOR DIAMETER Mull Dimension (sheet X) POT Part# Mullion Std. Clip Offset Clip U411p Angle Clip 1" X2" X.125"(5) 66605 666113M 6661118M 668243M 686511M 1" X2" X.375"(8) 666006 666114M 6881119M 686244M 666512M 1" X2.75" X.376"(7) 66607 668115M 6661120M 668245M 666513M 1" X2.75" X.850" (8) 66608 666116M 6661121M 686246M 666514M 1" X3.125" X.500'(9) 86837M 6661116M 6661114M 868242M 666515M 1.25'X3.188" X.265" (12) 68641M 6861117M 6681113M 666241M 686516M 1.28" X2.11" X.126" (18) 89370 WA NIA WA 686517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 6-20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A F--1.286' 1.28' X 2.1? X.125' MULLION 6063-T6 ALUM. X -SECTION Dimension Value (in) For Mullion: A 1.625 B 2.854 1 X2' X.125' Aluminum C 0.895 Tube MulSon D 0.740 A 1.125 B 2.404 1 X2 X.376' Aluminum C 0.635 Tube Mullion D 0.490 A 1.875 8 3.000 1'X2.75"X C 0.757 .375 Aluminum D 1.118 Tube Mullion E .450 Min. A 1.312 1-X2.76'X B 3.000 .650' C 0.476 Aluminum D 0.836 Tube Mullion A 2.000 B 2.637 1' X3.126" X .600' Alum C 0.863 Tube Mull 0 1.137 A 2.625 B 3.262 1.25' X3.188' X .265' Alum C 0.682 Tube Mull 0 1.762 1.28' X2.11" X A 1.813 .121' Alum Tube Mull gji g N N O �m J LLI 2<a o at CO 0 1- D Z co co O < • 2 Z Wyti 3 • EA Z < z co go t- o z < m-2.00 0 PRODUCTRBVISBD 01 complying wIlb the Florida Building Cede Acceptant,' N •.... •,Mato Mlamrbade Product Control LYNN/�1,„ ��,.•�tCENSS �'•6F� i No. 58705 ST TE OF �. i -S •, LORIO • �� A'. LY N MOJB!rt, P.E. FL P.E.# 58705 4.000' 4.000' .125' 125' 1XX4 MULLION 6063-T6 ALUM. XSECTION 3.250' 1.250' -.I .820' F� t 1.25' X 3.25' X .10T MULLION 6005-T5 ALUM. X -SECTION .125' 1.000' .375' .100' • • • • .125' r X 4' X .375' MULLION 6063-T6 ALUM. X -SECTION 1'X4' X .375' 'r -MULLION 606346 ALUM. X -SECTION 1.250' 1.250' 3.94" 3.250' .100' • •• • 2.1131' • •• 1.37T .624- -.1 .820• I-- 1.25' X 3.25' X .6224' MULLION 8005-T5 ALUM. X -SECTION • •3!''tQLLION • 6063•T13UM. •. - FG • • • • • • • • .228'J-.-.�BT'•i• RJIVES: ••• • • • • • • 7•'125'• • ••••• 3.250"45. BAY MULLION 8418!-•6•lUM. • XSECTI8N •••• • -.1.820' 1.25' X 3.94' X .824' MULLION 6005-T5 ALUM. X -SECTION 1.877" 3.469' .100' .125' .125' STANDARD CLIP 6063-16 ALUM. XSECTK3N .376' MIN. 2.875' F 3.125' 5.500' CUT HERE TO _ CREATE F -CLIP. SEE DETAIL F, SHEET 4 .125' .375" I - r -- -- ---�t-4- For Mullion: I I III 3.887 r , -4- 1.000 /CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. .375" MIN. 5.500' STANDARD CLIP 8063-T6 ALUM. TOPVIEW r125 ' �� I 2.125' U -CLIP I 6063-T6 ALUM. X -SECTION -.11-.125" 2.00' 2X5 ANGLE CLIP 608376 ALUM. X -SECTION CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1118'. .375' 2.250" • 228.-/- 28' 1 -.98? -1 • •• • • •)Ne1.01TO BE DRIL{FPOt4THE FIELD NIAWINa DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. • • 2) SEE SHEETS 5-20IFiR SlJGGESTED. APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .125" .740' OFFSET CLIP 6063-T6 ALUM. TOPVIEW U -CLIP 608346 ALUM. TOPVIEW TABLE C CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1I16'. 5.000' MIN. Dimension Value 8n) For Mullion: F 3.887 1'X4" X 0 1.000 .125' H 2680 Aluminum I 3.000 Tulle Mullion F 3.187 1'X4' X o 0.767 .376' H 2.430 Aluminum 1 3.000 Tube &I' F 2.250 1.25" X3.25' G 0.750 X.100' H 1.500 Allminum 1 3.250 The Mulion TABLE C CONT. Dimension Value (In) For Mullion: F 1.938 1.25" X3.25' 0 0.600 X.624' H 1.438 Aluminum 1 3.260 Tube Mullion F 2.626 1.26" X 3.94' O 1.126 X.624' H 1.500 Aluminum I 3.250 Tuba Mullion F 2.813 30" Bey Mul F 2.875 45' Bey Mul .375' MIN. 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW Mull Dimension (sheet /I) POT Pe11I Mulllon Std. Clip Offset Clip UCllp Angle Clip r X4' X.125' (10) 69384 066111M 6681122M 866241M 666518M 1" X4' X .375'(11) 68610 886112M 8861123M 666242M 866519M 1" X4' X.375' T (11) 66653 666112M 6861123M 8813242M 666519M 1.25' X3.25" X.100' (13) 20160 6661127M 6061124M 6862410M 6865115M 1.25" X3.25' X.624' (14) 20181 6861128M 6801125M 6682411M 6665118M 1.25' X3.94' X.624" (15) 20162 6661117M 6661120M 666241M 666517M 30 Degree (19) 86649 WA NIA N/A 6665110M 45 Degree (20) 68850 N/A N/A WA 6665111M 1 O M 10 A 1 u Z 01 co O V ¢O 8 1 co O 114 ''RODUCT REVISED u complyiryy wall Abe 'laride Bnffdleg Cods 44...110.0 Acp�lmla No _ , /�dfc, >.. Baa• � off/Ii" 4 N's‘ ��y (11 YNN l4fj,;' // 10ENS.''•.•'P 'h No. 58705 A. LYuI(IIMILIgt, P.E. FL P.E.# 58705 TABLE E Mull Dimension (sheet #) PGT Part# Mullion Std. Clip U-CIIp Angle Clip 2" X4" X.25"(16) 66602 668261M 668271M 6665112M 2" X8" X.25" (17) 66604 666262M 688272M 6665113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .250"- • • • • • 250' • • • • • • •• • 4 0 0 0 2' X 4• X .25" MULLION 8063-T6 ALUM. X -SECTION • •• • • • • • • • • • • 6.000'•• •• • • .251 • • �•9• S••2,•� 2tx • n0N L •••••• • •• • • • • • .376' MIN. .375' MIN. 125" STANDARD CLIP 6083-T8 ALUM. X -SECTION 5.500" CUT HERE TO .378 `MIN 3.500' CREATE F -CLIP, r- SEE DETAIL F, SHEET 4 rI l 1 -- - I — ----- 7- 3.4' L_ CENTER OF ANCIIOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". 3.500' 5.500" STANDARD CLIP 6063 -TO ALUM. TOPVIEW • CUT HERE TO CREATE F -CLIP, 375' _ SEE DETAIL F, ,MIN. F SHEET4 i 4.688' 5.438' --I 1—.125• i I 2.125' 1.490"i U -CLIP 6063-T8 ALUM. X -SECTION .125" r 375" 3.438' U CLIP. 8083-T8 ALUM. SED FOR 2' X 4' MULLION, SHEET 16 TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.20 FOR THE ANCHOR O.C. - DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1118'. .375' 5.438' STANDARD CLIP U -CLIP 606346 ALUM. 6063-T8 ALUM. TOP VIEW USED FOR 2' X 6' MULLION, SHEET17 TOPVIEW 2X5 ANGLE CLP 6063-T6 ALUM X -SECTION 5.000• 3.438" _.375" MIN. .375" f MIN. 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6003-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER .1/16'. 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW PRODt11.+ 1d1Vl: Rn =lying vrIth the Florida Code 4 �,jiJ tDhLc �-�_��i' s4L5M t st oMrol O11� ,�0LYNN 4f,,,��(.F P�ocEN3F -p i No. 58705 _ .375' _ - MIN. _ q• ,„ ,•(� '•.,FCORIOP'••' rj. "''S,''ONA\- F�?,. A. LYNN MILER, P.E. FL P.E.# 58705 • EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS IN HEAD 72' MUL ION LENGTH SEE FENESTRATION PRODUCT'S APPROVAL\ SEE DETAILS, SHEETS 7.3 SEE DETAILS, SHEETS 24 NO ANCHDRS al W WDOW SILL 32'I1-- 32- --i F—WIDTH (60 PSF) X ( 636 LBS ` 524.9 LBS (MAY BE USED TO QUALIFY 610 STEEL SCREWS FROM TABLE 4B) OPENING WIDTH 72.7 PSF 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 7T AND THE OPENING WIDTH IS 32"+32+1' .65'. REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULUON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.0/-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 2.75' X .375' MULLION (LENGTH o 72", OPENING WIDTH = 701 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' MULLK)N (LENGTH • 72", OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF *1--72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 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) 612 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) 612 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD 8E 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 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. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. TH OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USE TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: EXAMPLE 2•. MULTIPLE MULLIONS VERTICAL MULUON LENGTH a OPEMNG • 14,6F1HEIGHT• • • trot? •• • • • • • _SEE OXTAILS. SHEETS 2. • —SEE 4 DETAIL E, SHEET3 • • • •••• • •• • • • • • • • SEE • • • • DET4♦L. • • - • • • _ S.EETS • - •• • /-•2i•••• /II •__ ___L MULCLENGTH �MU&&IIT 4' OPENING WIDTH FOR VE7 IMI1 II! • • • •• • • • • • ••• • • •• • • • • •••• • • • • •••• THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.3/8'. THE OPENING REQUIRESA DESIGN PRESSURE OF +50.0155.0 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 13 36'+36"+1" .73'. REFERENCING SHEET 25. 711E 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/-55.0 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 = 801 MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS .1.15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250' MULLION (LENGTH = 108", OPENING WIDTH = 80') HAS A DESIGN PRESSURE OF +/-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 MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+38'+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"*35-1/2"+2'=73'). 2) USE TABLE 12B 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 MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST 8E TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE STANDARD CUP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2' 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' MULUON, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32'+72L+2' =108". REFERENCING SHEET 25. THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2' X 4" X .250' MULLION (*LENGTH = 42", OPENING HEIGHT =120') HAS A DESIGN PRESSURE OF +/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 12B 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 CUP WERE TO BE CENTERED WITHIN THE 8"; CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/18" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 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 126 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 ISA 612 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULUON DESIGN PRESSURE*: +/-84,7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; 41-170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +1-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF 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. N y E N km O m 1 0 a 8 1 3Z 0`) N 0 O N 1 'RODUCTRBVISEO complyln9 with the Melds 3u0dI g Code A Aottptwns Na.,_ Plato ,1111111 illi, / \\\\` ANY LYNN A• • * ° No. 58705 u ` • ATE OF : 'j ;SS�ONA� : A. LYNN MIOLEI3,� P.E. FL P.E.# 58705 1 • •• • •• • • •• • •• • • •• •• t SH/DH EXAMPLES OF RECTANGULAR LOADING: SH/DH LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED SH/DH t SH/DH - 4/ SH/DH 4— SH/DH -'1" -' Z LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS 71 t • �(•}Q�•••• � — SH/DH I/// SH/DH -'1" -' LJ . r LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED • •• er• Wit// •� g•• • •••./ • ••• J// • �(•}Q�•••• • • • s • •1 I NING•O • D60R • • • • • • ..../••- DO •• l.. ••• • I/// • 1 •• LOAO!1 F VEIWICAL MULLION ANEL OF HINGED eeOD SOT CAPTURRD i."_. C ORED •••• • • • • LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MILLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION LOADING OF (2) HORIZONTAL MULLIONS PW 1 \t I , LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: LOADING OF HORIZONTAL MULLION 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. PRODUCT REVISED w complying with the Florida luIIding Cods 41 AaepW CO NO• MP) LSI I I I II ••, �oNV LYNN r//",,� •.'\?GENSg • •.••P • • • ic.' NO.50705 ' E. . j(a�fIS'LI/ 'STATE A. LYNN MILLE12. P.E. FL P.E.# 58705 • • Florida Building Code Online Busmes of s �o Hada pepartment Busi nes Professi Regulation DCIS Home wrr.<eii m.n'v dpu'rat,l,I; . Ji Or IM. J�gg.�kE-Wii I Log In 1 User Registration 1 Hot Topics Product Approval USER: Public User FST t rr --r submit Surcharge i Stats & Facts 1 Puy,l'sah rs 1 tat GCT$ Sra Nap, 1 i mi•c 54arcb Page 1 of 4 pcadurt Aoomval Hee. > Product or Annllcitlon Sw.rch > Aoollmtion Lista Application Detail FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representadve Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Therma-Tru Corporation 118 Industrial Drive Edgerton, 01-143517 (419) 298-1740 rickwOrwbldgconsu lta nts.com Vivian Wright rickwO rwbldgconsultants. com • • •• • • • • •••• • • • •• • • ••• • • • •• • • • •••• •• • • • • • • •••• • •• •••• • • • • •• •• •••• • • • • • • • • • • • • • • •• • •••• • • • •• • Certification Mark or IJsting National Accreditation & Management Institute Ryan 3. King, P.E. 21 Validation Checklist - Hardcopy Received Standard ASTM E1300 TAS 201, 202, 203 Method 1 Option A 03/10/2016 03/10/2016 03/13/2016 !par 2004 1994 • • • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx... 4/15/2016 Florida Building Code Online Sum 1 of Products Mode!, Number or Name a. 'Traditions" Page 2 of 4 Description 3'0 x 6'8 "Impact" Steel Single Door - inswing or Outswing (X Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14991.1 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. (Note - Glazing meets ASTM E1300-04) Certification Agency Certificate FL14991 R2 C CAC 14991.1 NAMI CERT.odf • rance Contract Expiration Date In Instructions FL14991 R2 II INST 14991.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14991 R2 AE EVAL 14991.1.odf Created by independent Third Party: Yes 14991.2 b. 'Traditions' 3'0 x 6'8 "Impact" Steel Single Door with Sidelite - Inswing or Outswing (XO or OX Configurations) Limits of Use Certification Agency Certificate Quality Assurance Contract/Mr/Non Date • 03/31/2026 • • • Installation Instructions • • • • FL14991 R2 II INST 14991.3.odf • • Approved for use In HVHZ: Yes FL14991 R2 C CAC 14991.2 NAMI CERT.odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A Impact Resistant: Yes 03/31/2026 FL14991 R2 II iNST 14991.4.pdf Design Pressure: N/A Installation Instructions product particulars.(Note - Glazing meets ASTM E1300-04) Other: See INST 14991.2 for Design Pressure Ratings, any FL14991 R2 II INST 14991.2.odf •••• additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E,.43409 • • • • • • product particulars. (Note - Glazing meets ASTM E1300-04) Created by Independent Third Party: les Evaluation Reports • • • • • • • • • • • FL14991 R2 AE EVAL 1499112edf • • • • • Created by Independent Third ,' es • 14991.3 c. 'Traditions" 3'0 x 6'8 "Impact" Steel Single aoor wjth Sldelif es.lnsyring or Outswing (OXO Configuration, • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14991.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product paruc ulars.(Note - Glazing meets ASTM E1300-04) Certification Agency Certifi • • : • • • • • FL14991 R2 C CAC 14991 3iMANIERT.odf• •••• Quality Assurance Contract/Mr/Non Date • 03/31/2026 • • • Installation Instructions • • • • FL14991 R2 II INST 14991.3.odf • • Verified By: Lyndon F. Schmidt, P.E. 48409 Created by Independent Third Fifty: ?es • • • : • . Evaluation Reports • • • FL14991 R2 AE EVAL 14991.3.0df Created by Independent Third Party: Yes 14991.4 d. "Traditions" 6'0 x 6'8 "Impact' Steel Double Door - Inswing or Outswing (XX Configuration) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14991 R2 C CAC 14991.4 NAMI CERT.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other: See INST 14991.4 for Design Pressure Ratings, any FL14991 R2 II iNST 14991.4.pdf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars.(Note - Glazing meets ASTM E1300-04) Created by Independent Third Party: Yes Evaluation Reports FL14991 R2 AE EVAL 14991.4.0df Created by Independent Third Party: Yes 14991.5 e. 'Traditions' 6'0 x 6'8 "Impact" Steel Double Door with Sidelites - Inswing or Outswing (OXXO Configuration)configurations up to 8'0 in height) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14991.5 for Design Pressure Ratings, any additional use (imitations, Installation Instructions and product particulars.(Note - Glazing meets ASTM E1300-04) Certification Agency Certificate FL14991 R2 C CAC 14991.5 NAMI CERT.odf Quality Assurance Contract Expiration Date 03/31/2026 Installation Instructions FL14991 R2 II INST 14991 5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14991 R2 AE EVAL 14991.5.odf Created by Independent Third Party: Yes 14991.6 f. "Profiles" 3'0 x 6'8 "Impact" Steel Single Door - Inswing or Outswing (X Configuration) • • http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx... 4/15/2016 Florida Building Code Online Limits of Use Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14991.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars.(Note - Glazing meets ASTM E1300-04) Certification Agency Certificate FL14991 R2 C CAC 14991.6 NAMI CERT.odf Quality Assurance Contract Expiration Date 03/31/2026 Installation Instructions FL14991 R2 II INST 14991.6.od( Verified By: Lyndon F. Schmidt, A.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14991 R2 AE EVAL 14991.6.od( Created by Independent Third Party: Yes Page 3 of 4 14991.7 g. "Profiles' 3'0 x 6'8 "Impact' Steel Single Door with Sidelite - Inswing or Outswing (XO or OX Configurations) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14991 R2 C CAC 14991.7 NAMI CERT.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other. See INST 14991.7 for Design Pressure Ratings, any fL14991 R2 1I INST 14991.7.odf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars.(Note - Glazing meets ASTM 81300-04) Created by Independent Third Party: Yes Evaluation Reports Evaluation Reports FL14991 R2 AE EVAL 14991.10.odf FL14991 R2 AE EVAL 14991.7.odf Created by Independent Third Party: Yes Created by Independent Third Party: Yes 14991.8 h. 'Profiles' 3'0 x 6'8 'Impact" Steel Single Door with SldelibIsi jr`swing or Outswing (OXO Configuration) • • • • •••• Limits of Use Approved for use In HVIIIZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 14991.8 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars.(Note - Glazing meets ASTM E1300-04) Certification Agency Certifitgtp• • ••• 1LNAMI R2 C CAC 14991.8 MI T,odf• • • Quality Assurance Contractit pretion Data• • • 03/31/2026 • Installation Instructions fL14991 R2 II INST 149914ibef • Verified By: Lyndon F. Schmidt, 0.X•43409 Created by Independent Thing P �rqr� Yes Evaluation Reports • • FL14991 R2 AE EVAL 14991!B.odf• Created by Independent ThIrd ety}yi es •• • • • • • •• •••• • • •••• • • • • 14991.9 1. 'Profiles' 6'0 x •6'8 "Impact" Steel Doubre Door -Inswing orikrtawing (XX Configuration) • • • • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14991.9 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars.(Note - Glazing meets ASTM 81300-04) Certification Agency Certificate: •• • • • • • FL14991 R2 C CAC 14991.9 NAMI CERT.udf • • • Quality Assurance Contract Expiration Date 03/31/2026 Installation Instructions FL14991 R2 II INST 14991.9.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14991 R2 AE EVAL 14991.9—odf Created by Independent Third Party: Yes 14991.10 j. 'Profiles' 6'0 x 6'8 "Impact' Steel Double Door with Sideiltes - Inswing or OutswIng (OXXO Configuration) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14991 R2 C CAC 14991.10 NAM[ CERT.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other: See INST 14991.10 for Design Pressure Ratings, any additional use limitations, installation Instructions and FL14991 R2 II 1NST 14991.10,sdf Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars.(Note - Glazing meets ASTM E1300-04) Created by Independent Third Party: Yes Evaluation Reports FL14991 R2 AE EVAL 14991.10.odf Created by Independent Third Party: Yes 14991.11 k. 'Profiles' 3'0 x 8'0 "Impact" Steel Single Door - Inswing or Outswing (X Configuration) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14991.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars.(Note - Glazing meets ASTM E1300-04) Certification Agency Certificate fL14991 R2 C CAC 14991.11 NAMI CERT.odf Quality Assurance Contract Expiration Date 03/31/2026 Installation Instructions FL14991 R2 11 INST 1499 L,11,od( Verified By: Lyndon F. Schmidt, P.E. 43409 Created by independent Third Party: Yes Evaluation Reports • • • • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx... 4/15/2016 ' • Florida Building Code Online Page 4 of 4 FL14991 R2 AE EVAL 14991.11.odf Created by Independent Third Party: Yes 14991.12 1 1. "Profiles" 3'0 x 8'0 "Impact" Steel Single Door with Sidelite - Inswing or Outswing (XO or OX Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14991.12 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars.(Note - Glazing meets ASTM E1300-04) Certification Agency Certfficete FL14991 R2 C CAC 14991.12 LI. Quality Assurance Contract Expiration Date 03/31/2026 Installation Instructions FL14991 R2 11 INST 14591.12.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14991 R2 AE EVAL 14441.17"p f Created by Independent Third Party: Yes 14991.13 m. "Profiles" 3'0 x 8'0 "Impact" Steel Single Door with Sidelites- Inswing or OutswIng (OXO Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14991.13 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars.(Note - Glazing meets ASTM E1300-04) Certification Agency Certificate FL14991_R2 C SAC14991 13 NAMI._CERT.ndf Quality Assurance Contract Expiration Date 03/31/2026 Installation Instructions FL14991 R2 II INST 14991.13.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports • • FL14991 R2 AE EVAL 1499f.13fddf • Created by Independent Third Party: Fes •••• • • •••• • ••• • • • 14991.14 n. "Profiles" 6'0 x 8'0 "Impact" Steel Doubte•Door+Inswing or Outswing (XX Configuration) •••• • • • Limits of Use Certificetfon Agency Certificate• • • •• •• • • Approved for use in HVHZ: Yes FL14991 R2 C CAC 14991..a MIERT.odf Approved for use outside HVHZ: Yes Quality Assurance Contract:fpira on Det" •••• Impact Resistant: Yes 03/31/2026 • • • • •••• Design Pressure: N/A Installation Instructions • Other. See INST 14991.14 for Design Pressure Ratings, any additional use limitations, installation instructions and FL14991 R2 II INST 14991014.Dif • Verified By: Lyndon F. Schmlet, P.E. 43409 • • product particulars.(Note - Glazing meets ASTM E1300-04) Created by Independent Third Party. Yes • Evaluation Reports • • • FI 14991 R2 AE EVAL 14991.0 odf •• •••• • • Created by Independent Third Party: Yes • • • 14991.15 o. "Profiles" 6'0 x 8'0 "Impact" Steel Double Door with Sidelites - Inswing or Outswing (OXXO Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: NIA Other: See INST 14991.15 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars.(Note - Glazing meets ASTM E1300-04) Certification Agency Certificate FL14991 R2 C CAC 14991.15 NAMI CERT.odf Quality Assurance Contract Expiration Date 03/31/2026 Installation Instructions FL14991 R2 II INST 14991.15.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14991 R2 AE EVAL 14991 15.od( Created by Independent Third Party: Yes i :: 1540 North Monroe Stmet. Tann/Neel-1.32399 prone: B5D-487-1824 The State of Florida i6 an AA/ff0 employer. Lesiz inIt 2007.2013 cite of Florida. •• fnvacv St ternent :: gCCeSSUati-Stid&Dent :: goo) Under Florida law, email addresses are public records. If you do not want your Mail address released in response to a public -records request, do not sand electronic men to this entity. Instead, cornea the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an small address r they have 0411.111e 1111110 provided may be used for official c0mmurllgtion with the licensee. However email addresses are pubik record. If you do not wish to supply a personal address, please provide the Department with an emal address which can be made available to the public. To determine M you are a licensee under Chapter 455, F.S., please click )lege.,. Product Approval Accepts: 112 EM RAE acruriis'o1r 1RR'" CreditSAFE • • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx... 4/15/2016 R W B C R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Vdrka, FL 33393 Phone 113.659.9197 Florida Bond otPmMdosal Engle= Certificate orAulhoriatian No. 9813 /'ror/rtcl LIVrlrinliolr Repoli Retort ,Vo.: 1Y.-1.991./ Mile: Fchrrrrrrr h. 2015 Product dategory Sub Category Manufacturer Product Name Exterior Doors Swin PsaD�oor Asaembees Therms Tru Corporation 115 Industrial Or. Weirton, OH 43517 Phone 419.293.1740 "Traditions" Steel Door InewtnglOutswing "impact" Scope: This is a Product Evaluation report issued by R W Budding Consultants, Inc. and Lyndon F. Schmidt, P.E (System ID # 1998) for Therms Tru Corporation based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Conte and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product iniad herein • • •••• • • Limitations: • • • •• • • • • • 1. This product evaluation drawing has been developed in compliance with the 5th Edition (2014) Florida buCode (Fhb structural' requirements inducing the "High Velocity Hurricane Zone" (HVHZ).See the Certification Agency Certilic ate t r s, sped ons an8 ratings. •••• •• • • • • • • • •••• • •• 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base materifA to beyont rJ dressing • : , • • Or stucco. •• • • • • • • • •• •• •••• a When used in the "HVHZ" the opaque door complies with section 1626 of the Florida Building Code and dees•not require as impact •• • • • • resistant covering. • • .• 4. When used ih areas outside of the "HVHZ" requiring wind bome debris protection, the opaque door co.Qplieg Mth Section 1609.1.2 of• the FBC and does not require an impact resistant covering. This product meets missile level `D' and includes Wind Zone 4s defined, in ASTM E1996 and Section 1809.1.2.2 of the FBC. • • • • • 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -14991.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 meet water infiltration requirements for "we'. 8. Inswing configurations and outswing configurations using item #31 do not meet the water infiltration requirements for the "HVHZ" shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. When used in the liVF¢', steel must be protected as specified in FBC Section 2222 6 10. See drawing FL -14991.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. ETC 01-741-10622.0 2. prawlna No. No. FL 14991.1 3. Calculations Anchoring Test Standard TAS 201, 202, 203-94 Prepared by RW Building Consultants, Inc. (CA 59813) Prepared by, RW Bulking Consultants, Inc. (CA 59813) Sheet 1 of 1 Testing' Laboratory ETC Laboratories s V : 3 STATE OF �,�1,^may••cCpR\::',.••‘(-2 '�$ Lyndon F. Schmidt. P.E . us, ........ 'iy`•~ FL PE No. 43409 aro S/©i,i;..L� %%- `�,'tc+'iig84L,.0 243/2015 ,tip"n a urri,� •gCH4Uf/�j1,,` No 43409 � 'Lyndon F. Schmidt, P.E. • BMW( Joseph L Doldan, P.E Sinned & Seated by Lyndon F. Schmidt, P.E. E N S 4f� Signed S Sealed by �r • :W • • NOTICE OF PRODUCT CERTIFICATION ENNiisimmer CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI005312.01 R1 03/22/2012 Structural Therma-Tru T-052-1 03/02/2016 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.corn to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 "Traditions Series" • " •.•. • • w In -Swing & Out -Savin .' : • Opaque Wood Edge Sfl4?Dbor • •••• .• • • • •• • • Configuration: °X • • • • • ..•. •• •• •••• • • . . ' • • Frame: W-953mm(37.5") 1:1-208SLnm(8211) •• • •••• Panel: W-915mm(36") H-2013mm(796.3511 : SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure = +67/-67 psf Large Missile Impact Rated Qualities Configurations: X Product Tested By: ETC, Inc. Report No: ETC 01-741-10622.0 Expiration Date: March 312026 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 • • OP • • • • •.a•• • • .•OM•• • • ••O.• 1 • ••G• ••••••• • • • ••o•• • • ••Ms•• THERMA ITRU THERMA TRU DOORS 1 1 t3 INDUSTRIAL DR., EDGERTON, OH 4351 7 'TRADITIONS" STEEL DOOR INSWING / OUTSWING "IMPACT" GENERAL NOIB 1. The product anchoring diowkp has been devek ped h compliance with the 3h Editor 120141 Florida Suldkp Com {PBCJ including the "High Velocity Hunicone Zone" !VIVRE). See to Certification Agency Cerellcate for rices, specllcallors and ra nis. 2. Product anchors shaft be as Fisted and spored as shown on detab. Amina embedment to base mohdd shaft be beyond woe dressing ashram. 3. When used in the HvH2" the opaque door conies with Section 1626 of the 14C and does not require an Impact resistant covering_ 4. When wed In areas outside of the "mfr. requing wind bane debt prateclbn, the opaque door carpet with Section 1609.12 of the FBC and don not recuke an Inpacf r ahtont coverrng.11* product meats mksle levet 9Y and Includes Wind Zone 4 as defined in ASTM E 1996 and Seclbn 1609.1.22 al the FfC. 5. For 24 stud framing comhucion. anchoring of Reese units shut be the sane as that shown for 2x buck masonry conduction. 6. Site conditions that deviate from the details of this drawing rsgkhe further engineering analysts by o Scorned engineer or registered mated. 7. Outsw ig configurations wing coastal sit Rem 039 meet water Motion requirements ta1HVHr. 8. Inswing configurations and oukwig cannguraions using se Item #31 do not meet the water Initiation requirements for the i Mit and shat be installed only In non-hobioble cram or at habitable bealons protected by on overhang or canopy such Rqt the angle between the edge of canopy or overhang to se k less Ran 45 degrees. 9. When used h the TWIT steel rmgt be protected as TAKE OF COM*1i slid OESCJUTHON 1 iy'piaal elevations, design pressures & general notes 2 Door panel debt 3 Habas cross sectors 4 Venial oras sectors 5 Buck and frame anchoring - 2X hack momrey ceretxuction 6 Rome anchoring - IX buck mmasy conduction 7 NI of Maeta's L Component •• •• • • • • • •• •• • ••• • • • • • • •• • • •• • • • 37.5 MAX. OVERAa WIDTH ig 'Cr e 4� v e _ nc, • •' • Si'i FR1 INSWING •• • • • s, • 37rn" x 112:.00' +67.0 -67.0 ounwiNG Iw/Slow -67.0 • .jft�es$otc • • • • - — �.5ITx10.50" +670 -67.0 • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • nae 03/13/ 2 soar: N.T.S. SS Si JK eaec err LFS mmomw FL -14991.1 swR _..L or Z DOOR PANEL WIDTH CD El 2 'qK ODOOR PANH •• ••• • • • • • •• • • • • O101 RAIL •• •• • •• ••• •• • • • •• C11420ESIRI • ••• • ••• • • • • • • • • • • • NOTE DOOR MOOD COPA T: PIPIPer4=dt2� • • • • • • • • •• • • • • • • • •• • • • • .. - ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR INTERIOR C)Hoo1OMA[ CROSS SECTION OLATa;;1i3111E EXTERIOR INTERIOR OVERTICAL CROSS SECTION 11 8 L we 03/13/ 2 SCPth N.T.S MIL eft JK i CM m LFS I DM= NBA C FL -14991.1 N 0 ...t 01,1 • 0 1 1 a 0 0© 0 I!7Y 111110 0 NYE�. •• •.• 0 ..••• c••• a••IIc•••. • • • O• • CSINK • • • • TfYP.) INTERIOR EXTERIOR N • �OYbNllgulaI�Si TION • • • • nswl� • • • • • • • • • • •• • • •• • - -• • •• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o00 0 Q � A nig 0 -mm 0 0 0 INTERIOR EXTERIOR I-1/4' MI. EMIL ErYP.) OHORIZONTAL CROSS SECTION Shown w/IX R bbvck 0 INTERIOR EXTERIOR 0 (Do 0 1 . f AiL ©0i 0 rag0 I� 0 Q 0.15' CSNlK [MI. . HORIZONTAL CROSS SECTION inswing carilguraflon o r Ie it -KA potoi 1 Ill ith Pi I-I/e MIN. MP.) P.) .. 0 z • •m 03/f 3/ 2 N.T.S M••. MI JK ar LFS MUM 1104 FL -14991.1 INTERIOR EXTERIOR C)vsnrc.m. CROSS SECTION Inswkpconllguaflon OVERTICAL CROSS SECTION Shown w/lXsubbudk INTERIOR EXTERIOR •• ••• •• • • • •• •• • • • • • • • • • • • • • • • •-• O4 VERTICAL CROSS SECTION Oulswkpwe gamer notes, sh eet 1 for WIC" whate►kNlhofon receiremen °VERTICAL CROSS SECTION O penial nate& sheet 1 for iiVHT worse itittrellen ev bee 03/13/ 2 =AL N.T.S wR. ee JK OLI LFs ORNRIE III FL -14991.1 • • • • • • • 000 • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • alma 7 1i N 0 Clan. 1 I EIfCKANCHORING SJAMl CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comes maybe atgusied to rraintahn the min. edge distance to mortar Joints. 2. Concrete anchor locaNans noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to marlar johsts. addttfonal concrete anchors maybe required to ensure the MAX. ON CENTER" dimension aro not exceeded. 3. Concrete anchor table: . .. _ ViJe�'4. R�►KI!ii - 7 i.: Y7 r_..2_7.-..... • MY z 114• • 1.04,,• • • 1• • • • • 4' Hoo • ULTRACON 1 j r 1-1/4' 1• -- 4" W0O0SCREWtar •Nta : •• • • 1. Maintain a ZMnhrxnn td8 edge •GStCnce.4 et'sd d *once, d! oLc Wood screwy to preventtree slAtI Rt a(4°4 • • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RIAMEANCHORING Masonry 7X buck conshue*on ,,... P. 44e Pi it. iv giis rk la Alt N:si ig MNG!JAN1 I G! DEM .10 vim 03/13/ 2 sc•c. N.T.S. Inn. JK ow. •r &*3 aw•i m w.: J H A DlA0IQ TD1FAIL Fir -14991.1 gar a 7 r a 0 1 a j 1 VIM JAMN FRAME ANCNOIING Masonry IX buck ccrelrucl on CONCRETE ANCHOR MOLES: 1. Concrete anchor Coca foes at The comers maybe adjusted to maintain the min. edge distance to mortar jatnfs. 2. Concrete anchor tocanons noted as MAX. ON Ced1ER'must be adjusted to mafntatn the min. edge distance to mottarJoints, additional concrete anchors moy be required to ensure the MAX, ON OBER' c nenslon ore not eurceeded. 3. Concrete anchor table: .., .A05icT MN, nn �A 1 O* •T •-rtr• ar u At m • r / I -f t •: 1NA1117NRY 't' lF y7f4i i1W , r WCONe 3/1�T' 1-1/3" 1. MainlC9r1 a tete/mum • • • • • • • 9dgei arcewl'eeddrywxe, d1'o.c. • • spacing of wood saew• fe present file stlIng diet ere • i •• • . • __• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MCC JAMB MICAaDEAD.OLTDEAtj, j tttrraWAIL R Id unc 03/13/ 2 sort N.T.S 3 VC COM 116 JK a•. w, IFS MOMS FL -14991.1 mW B or _Z_ 0 3 1 ■ 0 WLL OF MATERIALS REM DESCI11t11ON MATEIIAL A IX BUCK SG> -055 WOOD B 2X BUCK SG k 055 WOOD C MAX. I/4'SHIM SPACE WOOD D 1/4" X 2.3/4' PFH ELCO CONCRETE SCREW STEEL E MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" X 1-3/4" TIW CONCRETE SCREW SEL G 3/16 X 3-1/4" PFH ITW CONCRETE SCREW y1EL H 1/4'x3-1/4'PFH RWCONCRETESCRBV STS I 1/4"X2-I/4'PRI RW CONCRETESCREW STEL .1 1/4' X 3-3/4' PFH 1TW CONCRETE SCREW STEEL K 010 X 2 PFH WOOD SCREW Sim. L 010X 2-7/2 PFH WOOD SCREW STEEL 7 SHORT REACH COMPRESSION WEATHER-5TRIP FOAM 8 TANG REACH COMPRESSION WEATHER-STRIP FOAM 9 4"X4"HINGE .197'THK. STEEL 10 010X3/4" PRI WOOD SCRLgN(HINGE TOFRAMEj g 11 010X 1" PFH WOOD SCREW STEEL 17 PASSAGE LOCK - KWIKSET SIGNATURE SERIES StEL 19 HEADER JAMB (SG )= 0.42) WOOD 20 SIDE JAMB ISG'- 0.42) WOOD 21 DEADBOLT - KN7KSET SIGNATURE SERFS (780) STEEL 27 LATCH STRIKE PLATE STEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. / WOOD 32 DOOR BOTTOM SWEEP PVC 33 SEI.F ADJUSTNG SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD -DOOR AWM- 40 STEEL DOOR - SEE PANEL DETAL SHEET FOR DETAILS - 41 DOOR SKIN: 25GA. (.118" MIN. Fy - 27,630 PSI MIN.) STEEL 42 TOP RAIL COMP. 43 LATCH SIRE WOOD 44 HINGE STILE WOOD 45 BOTFCM RAIL. • • • • • • • • • • • COMP. 46 POLYURETHINEFOAM �/SF•1'•914. •C{NS • • FOAM • •• ••• • •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • ••• • . • • • •• • • • • .. . •• •• • • • ." - •- —0911 ••.. •.•• • • •.. •• • •• •• •.•• • •• • • •• • • • •••.•• ..• •. . • • • • ••. • • • • • •• •• • • . 436" (DO Jant4310E 4 220* 4.62.5. -1 r + al KW MCI WTlfnM=LOW MOM L OSELFAOJUSRNG SADDLE77111JVWD 4i A z an 03/73/ I.E.rN.T.S. JK DIM PS 2 Ott m LFS mine 1914 FL -14997.1 oar zes2_