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WS-14-962Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 212278 Permit Number: WS- 5- 14-962 J Inspection Date: June 25, 2014 Inspector: Rodriguez, Jorge Owner: CHRISTINA MARIA CABALLERO, rwor AC =nI IADnn ADDICTA Job Address: 1431 NE 103 Street Miami Shores, FL 33138 -2625 Project: <NONE> Contractor: HOME OWNER Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132050310160 Building Department Comments REPLACEMENT OF 3 DOORS AND 14 WINDOWS INSTALLATION OF STORM PANEL WHERE DOORS REMAIN REPLACEMENT OVER HEAD GARAGE DOOR InfractJo Passed Comments INSPECTOR COMMENTS True Passed Inspector Comments __ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 June 25, 2014 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 1431 NI F t(D�1r RECEIVED MAY 12 2014 FBC 2010 Permit No. Master Permit No. /V 96d ROOFING City: Miami Shores County: Folio/Parcel #: I I- 3 a QS e31 ®) c 0 Miami Dade Zip: �j r Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): L ®S /- (U?. -I 7—A Address: P 4 1 r.► E. 1 e--8- s-1- Phone#: C (35) 49 = — Sc. a City: tai S:31-1.2›v--- State: Tenant/Lessee Name: Phone #: Zip: :33 Email: r_ -1 s ,? ®a,- po s+ i CONTRACTOR: Company Name: C'X6 ©s �'° �� Phone #:( 2- ) `VI Address: f 4 3 t ry t City: 1--Al i :5=4,e. Vn State: Zip: Qualifier Name: /'ti- Phone #: �- State Certification or Registration #: P� ,7;‘ Certificate of Competency #: Contact Phone#: 3"5? 49 - a 13 Email Address: Cs' 1A DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 1 Gam £ 00. ®d Type of Work: DAddition DAlteration Description of Work: o-F 5+2> 6 V c',i Square/Linear Footage of Work: DNew I/c-AO, GS Ot7Y S -1G' 0/P.�3 -a, i� 3 C) n(-1_5 Color thru tile: ,tStRepair/Replace DDemolition •I f LlJ * *********** *** * ******* *** **** x****** Fees ************* *****42* x** ** * *** ***********a * ** Submittal Fee $ 5- 0 ' 06 Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 4 -1 2 L� E" A Bonding Company's Name (if applicable) ' S' Bonding Company's Address "'-'/'`;' City IQ/', State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City ~' /`s° State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AtFIDAVIT: 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. Owner or Agent The foregoing instrument was acknowledged before me this /a Signature Contractor The foregoing instrument was acknowledged before me this day of 4 / ,20 by (Of /d5 /9 rrie84.. , day of ,20,by who is personally known to me or who has produced# 6.301c2_ who is personally known to me or who has produced 7 3 l0 / ^D As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Prim My Commission * *** * ***** *** APPROVED BY X.00G- Notary Pink State of Florida Joanna M FeNciano My Commission FF 08275 o' Rr Expires Expires 01/12/2018 3 NOTARY PUBLIC: Sign: Print: My Commission Expires: ****sk***sk*********** *s k8+ *+ k*+ kik******A :Na*sk******** +****sk**sHsRN: **st ** Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT] NAME: L O S i2.2- l Ham— DATE: 5 (CI / 1 LI ADDRESS: 1 `i 3 1 ^) = 1 O3 S f iv' 1 A-rti 51ie .2-'1/4'5 Ft 3 3 I S Do hereby petition the village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction le complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial r` 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial e ' 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial Tj 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial CA- 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial Sar- 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial �T 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:/ Mrww. mvfloridalicense .com/dbor /qro /cilbMdex.html Initial 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: '4i is-) r3 1035 T" vnr A";5"2 E.5 FL 33/3 Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial "'4 1 Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this / day of , 20 . By a/' /Of 'l fr "e / c,_ who was personally known to me or who has Produced there License or » .636 / S-`,7 as identification. OWNER NO R Ploitw Joanna Public State of M Feliciano f Florida ' My Commission FF 082753 ov Expires 01/12/2018 „ `s Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 5/20`/9 Permit No: tAl3 4 -`769 Structural Critique Sheet fl Page 1 of 1 tAA 0,6 •) 4L11. 4 ,it.-,JL; ., 81,1q- .03L-4 ' et%) 0%4, g` 2. x C( ;c.% 4 to v.r eA D4 122 STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mehdi Asraf Miami Shores Vuiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MAY 22, 2014 Permit No: WS 14 -962 Building Critique Review 1ST REVIEW 1. This property is located in a exposure category D, Calculations provided are for a exposure C. 2. The calculations should reflect the address of the property. 3. Provide the garage door and shutter information on the same plans as for the windows or submit separate application for each. 2ND O5 -23 -14 See structural review comments. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. Miami Shores Viiiage Building Departmen 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MAY 12, 2014 Permit No: WS14 -962 coPY Building Critique Review 1. This property is located in a exposure category D, Calculations provided are for a exposure C. 2. The calculations should reflect the address of the property. 3. Provide the garage door and shutter information on the same plans as for the windows or submit separate application for each. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. MiamiShores Viiiage Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: ) — 14' 2 DATE: stpe1 v cos /1.92 /e.774 Contractor VCOwner Architect Picked up 2 sets of plans and (other) Address: 1 3 1 J % l ®3 S' /.O aes FL ..?17,s- From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permuting process. AQwledged by: PERMIT CLERK INITI RESUBMITTED DATE: PERMIT CLERK INITIAL: judgment and knowledge of local/regional wage scales can provide additional guidance to determine reasonable labor rates for professional trades (Le. electricians, plumbers, block masons, framing, HVAC). SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE ITEMS To BE INCLUDED (Please check off each line) ALL STRUCTURAL ELEMENTS INCLUDING: [ ] Spread or continuous foundation footings and pilings [ ] Monolithic or other types of concrete slabs [ ] Bearing walls, tie beams and trusses [ ] Wood or reinforced concrete decking or roofing [ ] Floors and ceilings [ ] Attached decks and porches [ ] Interior partition walls [ ] Exterior wall finishes (e.g., brick, stucco or siding) including painting and decorative moldings [(Windows and doors [ ] Re- shingling or re- tiling a roof [ ] Hardware ALL INTERIOR FINISH ELEMENTS, INCLUDING: [ ] Tiling, linoleum, stone or carpet over sub - flooring [ ] Bathroom tiling and fixtures [ ] WaII finishes (e.g., drywall, painting, stucco, plaster, paneling, marble or other decorative finishes) [ ] Kitchen, utility and bathroom cabinets [ ] Built -in bookcases, cabinets and fumiture [ ] Hardware ALL UTILITY AND SERVICE EQUIPMENT, INCLUDING: [ ] HVAC equipment [ ] Repair or reconstruction of plumbing and electrical services [ ] Light fixtures and ceiling fans [ ] Security systems [ ] Built -in kitchen appliances [ ] Central vacuum systems [ ] Water filtration, conditioning or recirculation systems ALSO: [ ] Labor and other costs associated with demolishing, removing or altering building components [ ] Overhead and profit ITEMS To BE EXCLUDED Plans and specifications Survey costs Permit fees Debris removal, (e.g., removal of debris from building or lot, dumpster rental, transport fees to landfill and landfill tipping fees), clean -up (e.g., dirt and mud removal, building dry out, etc.) Items not considered real property such as: throw rugs (carpeting over finished floors), furniture, refrigerators, appliances which are not built -in, etc. OUTSIDE IMPROVEMENTS, INCLUDING: Landscaping Sidewalks Fences Yard lights Swimming poolskspa Screened pool enclosures Sheds Gazebos Detached structures (incl. garages) Landscape irrigation systems Docks and Davits Seawalls Driveways Decks ITEMS REQUIRED TO EVALUATE YOUR APPLICATION APPLICANT MUST SUBMIT ALL OF THE FOLLOWING (please check off each item): 1. Completed and signed application for substantial damage /improvement review (included in this package). 2. Elevation certificate if property is located above base flood elevation. ' 3. Property Owner's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 4. Contractor's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 5. Estimated Cost of reconstruction /improvement form (included in package) and all required backup. Include subcontractor's bids and itemized cost lists (see footnote on Cost Estimate Form). 6. This checklist. 7. Copy of construction contract. If the owner is the contractor, submit all subcontractor bids to document the cost estimate. SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW Property Address: f q 3,I '�� • v I "� l '� d J` �;� Property Owner's Name: Property Owner's Address: 1 "- 3) c'' 1 Property Owner's Phone Number: • 5 Li cis SG, Contractor's Name: Contractor's Address: Contractor's Phone Number: Flood Zone BFE (Excluding garage or carport) Check one of the following: Lowest Floor Elevation [ ] I am attaching a State Certified Appraiser's report, valuing the structure at: I am not attaching a State Certified Appraiser's report and I accept the use of the valuation of my property that has been recorded by the County Property Appraiser's Office. SIGNATURES: Property Owner: Date: S / //i Contractor: Date: SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE Property Address: Contractor's Name: PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT 1 3 .i' ,ior. 101 i �► �'. Property Owner's Name: Citif Property Owner's Address: - , Property Owner's Phone Number. �`os M (A tS / I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will retum the structure at least to the "before damage" condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF /Of? C/C— COUNTY OF /f Of i e . Before me this day personally appeared ,GJit+ Z , who, being duly sworn, deposes and says that he /she has read, understands, and agrees to comply with all the aforementioned. -c• nditions. Property 03 ne s Signature Swom to and subscribed before me this day of ,c'/.it , 20-• otary Public State of My commission expires ifti, ggf Notary Public State of Florida Joanna M Feliciano d� My Commission FF 082753 �,pd' Expires 01n2/2018 Cost Estimate of Reconstruction / Improvement Application Date S Number Address I r~ l`" c f ,"uAh", 3 3 r z This cost estimate of reconstruction /improvement must be prepared by and signed by the contractor or by the owner if the owner acts as the contractor. Owners who act as their own contractors must estimate their labor cost at the current market value for any work they intend to perform. Sub - Contractor Bids Contractor or Owner Estimates Bid Amounts (see note "D ") 1. Masonry 2. Carpentry Material (rough) 3. Carpentry Labor (rough) 4. Roofing Insulation and Weather -strip erior Finish (stucco) . Doors, Windows & Shutters 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets (Built -in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical & Light Fixtures 16. Concrete 17. Built -in Appliances 18. HVAC 19. Paint 20. Demolition & Removal 21. Overhead & Profit Mated* Costs Labor Costs f q3i C7'.3 r- m1,4/,1 5 �rGc�� F(- 33 ITYr SCOPE OF WORK: REPLACE ALL WINDOWS REPLACE 3 DOORS ADD 3 HURRICANE PANELS COPY REPLACE 1 OVER HEAD GARAGE DOOR 1 Hurricane Panel by Florida Strom 12' x 7' (sliding door to remain) 1 Hurricane Panel by Florida Strom 8' x 7' (french door to remain) PGT Winguard 1 Horizontal Roller HR710A (109-1/4 "x38-3/41 PGTWinguard 1 Horizontal Roller HR710A (261/2°x28°) FD101H (27ux82 -3/8 °) 1 Hurricane Panel by Florida Strom 12' x 7' (sliding door to remain) POT Winguard 1 Horizontal Roller HR710A (71 °x44°) PGT WMguard 1 French Door FD101H (274/2 °x81.1/41 1- - -m POT Wingd 1 Single Hung Window SH700 (26/2'x3$ 4/81 PGT Winsuard 1 Hor&ontal Roller NR710A (1061/4Hx98 -3/41 SWING DOOR 7O REMAIN PGT Wiaguard 1 Horizontal Roller HR710A (534/8"x368/8") PGT Horizontal Roller H5710A (3rxs4/81 1 POTWinguard Z Casement Windows CA740 (261/2x744/41 1 Sectional Garage Door Clopay Model 94 Hurricane Approved 16' x 7' 2 More Windows par magma pW7EI1H 1 Double French Door (26-1/2n74 -1/41 P010114 (7n4101 PGTWIngutud 1 Hodsontal Roger HR710A (S9- ij9")1d44 /81 POT Maimed 1 HortlonW Roger HR710A (534/8°x405/81 PGTWinguard 1 Horiztnttal Roller HR710A SCOPE OF WORK: REPLACE ALL 'WINDOWS REPLACE 3 DOORS UJS I4-q6 RECEIVED MAY 12 2014 BY: COPY N POT WM/guard 1 Horizontal Roller HR710A (100-1/4"308-3/41 PGT Winguanl 1 Horizontal Roller 1111710A otwinar) FRENCH DOORS TO REMAIN ING DOOR TO REMAIN PGTWiaguarci 1 French Door (27"xilFinallH2-3/8°) PGT Winguard 1 Horizontal Roller HR710A (71x451 POT Winguard 1 French Door FD101H (27-1/2°,611-1/4") I. r ,r‘t,rt O LI" ' t ENIMENMj -C" POT Winguard 3. Single Hung Window SH700 (26-1/2"x383/11°) SWING DOOR TO REMAIN PGITWinguard 1 Horizontal Roller HR710A (53-1/8"x38-3/r) 1 CA740 (26-1/2x74-1/41 MST Winguard 2 Casement Windows 2 Picture Windows Pbtf701H (26-1/2204-1/4) PGTWinguard 3. Double French Door FD101H (72x801 PGT %%milord 1. Horizontal Roller HR710A (53-1/8°K.50-5/8") PGTWinguard 1 Horizontal Roller HR710A (53-3/8"x50-5/8") PGT Winguard 1 Horizontal Roller HR710A (59-1/8fix38-3/8") SCOPE OF WORK: REPLACE ALL WINDOWS REPLACE 3 DOORS PGT Winguard 1 French Door FD101H (27 "x82 -3/8 ") SUDING DOOR 10 RG SLIDING DOOR TO REMAIN FRENCH DOORS TO REMAIN PGT Winguard 1 Horizontal Roller HR710A (71 "x45") PGT Whiguard 1 Horizontal Roller HR710A (106 - 1/4"x3 -3/4 ") PGT Winguard 1 Horizontal Roller HR710A (26 -1/2 "x26 ") PGT Winguard 1 French Door FD101H (27- 1/2"x81 -1/4 ") PGT Winguard 1 Shtg1e Hung Window SH700 (26 -1/2 "x38 -3/8 ") SWING DOOR TO REMAIN PGT Winguard 1 Horizontal Roller HR710A (106-1/4 "x38-3/4 ") PGT Winguard 1 Horizontal Roller HR710A (53.1/8 "x38 -3/8 °) PGT Winguard Horizontal Roller HR710A (37 "x38 -3/8 ") PGT Winguard 2 Casement Windows CA740 (26- 1/2x74 -1/4 ") 2 Picture Windows PGT Winguard PW701H 1 Double French Door (26- 1/2x74.1/4 °) FD101H (72 "x80") PGT Winguard 1 Horizontal Roller HR710A (53- 1/8°x50.3/81 PGT Winguard 1 Horizontal Roller HR71DA (53 -1/8 "x50 -5/8 ") PGT Winguard 1 Horizontal Roller HR710A (53 -1/8 °x38 -3/8 ") 1431 N.E. 103rd Street, Miami Shores, FL 33138 Height of Building: 96" SCOPE OF WORK: REPLACE 14 WINDOWS (ALL) 10 REPLACE 3 DOORS ADD 3 STORM PANEL SHUTTERS REPLACE 1 OVERHEAD DOOR 9 11 17'10" Master Bedroom 4 5 32'11" 7 8 7'4" 5'1" Master is Bathroom t- -18'8" Family Room Kitchen 12 •••• • • • •••• • •• • .. • •.•• • • • •. • •••••• • • • • •••• •••• • • • ..•• •.•• .. • • • • • 0 •• •• • •• • ••• • . • • • • • • • • • • . ••• •• • •••• • • • ••• • Living Room 1217"--1 et Dining Room Garage 21'9" 1 Bedroom 1 Bedroom 2 -!�'i a 21' r„Lv imoI%) wren 16 15 l rf3l s''F !03 ST ribtoi, 501°0 EL 33138 SCOPE OF WORK: REPLACE ALL WINDOWS REPLACE 3 DOORS ADD 3 HURRICANE PANELS REPLACE 1 OVER HEAD GARAGE DOOR TVFD MAY 15 2014 C 1 Hurricane Panel by Fl12ida Strom CILPireGTViinnehguard 12' x Door (sliding door to o remain) FD101H IJJ ,x124/8") cm) 1 Hurricane Panel by Florida Strom 12' x 7' (sliding door to remain) 1 Hurricane Panel by Florida Strom 8'x7' (french door to remain) PGTWbnguard 1 Horizontal Roller HR710A (108.1/4 °x48.8/4 ") PGT Magoon! 1 Horizontal Rohr HR710A (264/2"491 PGT WInguard 1 Horizontal Roller HR710A (71 "x45°) PGTWinguard 1 French Door FD101H (27.1/2°x81.1/41 POT Winewrd 1 Single Hung Window SH700 (26.1/2"x38 -9/81 SWING DOOR 10 REMAIN PGT Winguard 1 Horizontal Roller HR710A (591/8°x9&9/81 PGTWinguard 1 Horizontal Roper HR710A (105- 1/44x98 -3/4 °) POT Wingumd 1 Horizontal Roller HR710A (37"x884/e1 1 Sectional Garage Door Clopay Model 94 Hurricane Approved 16' x 7' PGT Winguard 2 Casement Windows CA740 (26. 1/2x744/41 2 Pi urs Windows PGT Winguard PW701H 1 Double French Door (28-1/2*74 -1/41 FD10111 (72 °x01 POT Winguard 1 Horizontal Rohr HR710A (591/8"x50.5/8 ") PGT Winguard 1 Horbonal Roller HR710A (83- 1/8°x50.5/88) PIT Wdnguard 1 Horizontal Roller HR710A (534/8"c118 -3/8°) 1431 N.E. 103rd Street, Miami Shores, FL 33138 BUILDING HEIGHT DIMENSION: 96" REFERENCE ON PLAN QTY MANUFACTURER TYPE MODEL # WIDTH HEIGHT WIND PRESSURES NOA # 1 1 CLOPAY OVERHEAD DOOR 94 16' 7' 12- 1204.11 2 1 PGT WINDGUARD HORIZONTAL SLIDER HR710 53 -1/8" 38 -3/8" 11- 1114.04 3 1 PGT WINDGUARD SINGLE HUNG SH700 26 -1/2 38 -3/8" 11- 1013.14 4 1 PGT WINDGUARD SINGLE FRENCH DOOR FD101 27" 82 -3/8" 12 -0516.02 5 1 FLORIDA STORM STORM PANELS 12' 7' 12- 1210.01 1 6 1 PGT WINDGUARD HORIZONTAL SLIDER HR710 71" 45" 11- 1114.04 7 1 FLORIDA STORM STORM PANEL 8' 7' 12- 1210.01 8 1 PGT WINDGUARD SINGLE FRENCH DOOR FD101 27 -1/2" 81 -1/4" 12 -0516.02 9 1 PGT WINDGUARD HORIZONTAL SLIDER HR710 26 -1/2" 26" 11- 1114.04 10 1 FLORIDA STORM STORM PANEL 12' 7' 12- 1210.01 11 1 PGT WINDGUARD HORIZONTAL SLIDER HR710 106 -1/4" 38 -3/4" 11- 1114.04 12 1 PGT WINDGUARD HORIZONTAL SLIDER HR710 106 -1/4" 106 -1/4" 11- 1114.04 13 1 PGT WINDGUARD HORIZONTAL SLIDER HR710 37" 38 -3/8" 11- 1114.04 14 1 PGT WINDGUARD HORIZONTAL SLIDER HR710 53 -1/8" 38 -3/8" 11- 1114.04 15 1 PGT WINDGUARD HORIZONTAL SLIDER HR710 53 -1/8" 50 -5/8" 11- 1114.04 16 1 PGT WINDGUARD HORIZONTAL SLIDER HR710 53 -1/8" 50 -5/8" 11- 1114.04 17 1 PGT WINDGUARD DOUBLE FRENCH DOORS FD101 72" 80" 12 -0516.02 18 2 2 3 PGT WINDGUARD PGT WINDGUARD PGT WINDGUARD CASEMENT WINDOWS PICTURE WINDOWS IMPACT RESISTANT ALUM TUBE MULLIONS CA740 PW701 26 -1/2" 26 -1/2" 2.661 X 3.25 74 -1/4" 74 -1/4" (EXTRUDED CUT TO SIZE) 12- 1218.09 13 -0502.03 13 -0815.05 /y3i 6- /O35r fri / Sfie,2 33 /3r RA,MMS ENGINEERING, I.C. Kd =.85 2100 W76 ST., HIALEAH, FLORIDA FLORIDA BUILDING CODE, 2010 Robe,/ S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -10 MIAMI DADE COUNTY DESIGN WIND LOADS (LBS /SQFT) FOR 175 . MPH WIND ZONE interior & Exterior Zones (4 &5 -r Walls) Positive Pressures • CATEGOfl1' ]0[ 1gt1U]OGriINGS Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT Effective Wind Area (or, Tributary Area) in Square Feet Height •(Maximum) 10 20 30 40 50. 60 1.00 0.95 0.92 0.89 0.88 0.86 15 48.9 46.7 45.4 44.5 43.8 43.2 20 51.3 49.0 47.6 46.7 45.9 45.3 25 53.2 50.8 . 49.4 48.4 47.6 47.0 30 55.1 52.6 51.2 50.1 49.3 48.7 40 •57.9 55.3 53.8 52.7 51.9 • 51.2 50 60.3 57.6 56.0 54.9' 54.0 53.3 • 60 • 62.2 59.4 57.8 56.6 55.7 55.0 Interior Zone (4 - Walls) Negative Pressures Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT Effective Wind Area (or Tributary Area) in Square Feet • 40 Height (Maximum) 10 20 30 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -53.1 -50.9 -49.6 ' -48.7 20 -55.6 -53.3 -52.0 -51.0 -47.9 -50.3 • 25 -57.7 -55.3 -53.9 -52.9 -52.1 • . 30 -59.8 -57:3 -55.8 -54.8 -54.0 • • 40 -62.9 -60.2 -58.7 -57.6 -56.8 •• 50 -65.4 -62.7 -61.1 • -60.0 60 -67.5 -64.7 -63.0 -61.9 -59.1 •; -61.0 -47.4 51.5• • e -5511 • ... - 56:1.- • -554 • • ...... -6Q•2 ._ •. . Exterior Zones (5 - Walls) Negative Pressures Exposure D For the 175 mph Wind Zone • .• • •• • • • • • WITH .6 A13JUSTLIENT. • • • • Height (Maximum) Effective Wind Area (or Tributary Area) in Square Feet ... • 10. 20 30 40 50 60 -1.40 -1.29 . -1.23 -1.19 -1.15. -1.13 15 -65.5• -61.1• -58.5 -56.7 -55.3 -54.1 20 - 68.7° .25 -71.2 -64.1 • -66.4 -59.4 -57.9 -56.7 =63.6 61.6 -60.1 -58.8 30 -73.8 -68.8 -65.9 -63.8 -62.2 . -60.9 40 -77.6 -72.4 -69.3 -67.1 -65.5 • -64.1 50 -80.8 -75.3 -72.1 -69.9 -68.1 -66.7 60 -83.3 -77.7 -74.4 -72.1 -70.3 -68.8 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is ., but nokless than 4% of least horizontal dimension or 3 ft. (h = mean roof height y OF AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLATEOO S. 1. • • • • • •.•••• o • • • DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR-710" Aluminum Horizontal Sliding Window - L.M.L APPROVAL DOCUMENT: Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by POT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Mile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after it 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.&81ange in the materials, use, and/or manufacture of the product or process. Misuse of this 149te al an endliittment of any product, for sales, advertising or any other purposes shall automatically term ibis NO. ,Fafure to comply with any section of this NOA shall be cause for termination and removal 0f1. MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/bera/ • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade. testy, Flprit ,and followed by the expiration data may be displayed in advertising literature. If any Imo► of the 140A is displayed, then it shall be done in its entirety. • • • •. • •. INSPECTION: A copy of this entire NOA shall be provided to the user by tbe.orufacturer, or its distributors and shall be available for inspection at the job site at the request of the Buuilcann Official. • This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pager E 1i ,E-2 anI' 11, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. •••• .. • .... • Cir ix:i!..i= ist1.! ail APPROVED NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 • • • • • • • • • • • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA's No.'s 07- 0815.09 and 06- 0405.06)' 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F FL - 5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted wider NOA No. 07- 0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202 -94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F rL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TA$.202;94 3) Water Resistance Test, per FBC, TAS 202-94 .° • • "' . 4) Large Missile Impact Test per FBC, TAS 2Qt;94. • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 2311-94 6) Forced Entry Test, Type "C" sliding windows Grade 10t•••• . • • per FBC 2411 3.2.1, TAS 202-94 and-per ASTM .F 842 -04 • • • Along with marked-up drawings and installation diagra4•:oi D;OX; •aluhinum horizontal sliding window, prepared by Fenestration Testing, liEgiatori, Ir}c., Test • • Report No. FM-4859, dated 03/08/2006, signed and : seAldi by. Edjnundo Largaespada, P. E. •.• • •(Submitted under NOA No. 06- 0405.06) • • ` • •' •. • • E -1 Jaime D. Gasco P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 PGT Industries. Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by POT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08- 0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04 /17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/25 /11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller; P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015- 27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11- 0630.02) •• • • • • 5. Laboratory compliance letter for Test Report No. FTL -5330, Zssaed by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed ,4X Aarlos' pnda, • • •••• .... • • • . *••••° • • .. . • •• •• • •• • • . I . • P.E. (Submitted under previous NOA No. 07-0815.09) E -2 • • • .... • • Jaime D. Gaston, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16,2012 1 GT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SVBNIITFED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL -4858 and FTL -4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I. ", approved on 08/18/2011 and expiring on 12/21/2016. E -3 • . • • .... • .. .• • •. .• • • • • • • .. • • • • • • ...• ...• • • .... .... • .. • • • • • • • .... • .. • • • . • • • • •••• • • Jaime D. Gasc nn, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16, 2012 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 6/16° LAM CONSISTING OF (2) UTES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 618° LAMI CONSISTING OF (1) UTE OF 9B° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. C. 6/18° LAMI CONSISTING OF (2) LITES OF 118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. • D. 7118° LAMB CONSISTING OF (2) LITER OF 3/18° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E, 718° LAM CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) UTE OF 3/18° HEAT STRENGTHENED GABS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER F. 7/18° LAM CONSISTING OF (2) LITES OF 3/18' HEAT STRENGTHENED GLASS WITH AN 480 DUPONT BUTACITE OR SAFLIDUKEEPSAFE MAXIMUM PVB INTERLAYER. G.13/18° LAMI 10: (1) LITE OF 1/8° OR 3118° ANNEALED ( MIN.) GLASS, 6/18° OR 318° AIR SPACE AND 6/16° LAM CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER H.13/18° LAM 10: (1) LITE OF 1/8° OR 6/'18° ANNEALED (MN.) GLASS, 6/18° OR 3/8° AIR SPACE AND 6/18° I AMN CONSISTING OF (1) LITE OF 1B ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. L 13118" LAMI IG: (1) LITE OF 1f8" OR 3/18° ANNEALED (MIN.) GLASS, 6/18° OR 3/8° AIR SPACE AND 6/16° LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERIAYER. J. 13/1' LAM IG: (1) LITE OF 1/8° OR 3/18° ANNEALED (MIN. ).GLASS, 3/16° OR 1/4° AJR SPACE AND 7/18° LAM CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEYJKEEPSAFE MAXIMUM PVB INTERLAYER. K.13/13° LAMI IG: (1) LITE OF 1/8' OR 3/16° ANNEALED (MN.) GLASS, 3/16° OR UV AIR SPACE AND 718° LAM1 CONSISTING OF (1) UTE OF 3/18° ANNEALED GLASS AND (1) LITE OF 3M8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 1.13/16° LAM 10: (1) UTE OF 1/8° OR 3118° ANNEALED (MN.) GLASS, 3118° OR 1/4° AIR SPACE AND 7118° LAM CONSISTING OF (2) UTES OF 3116° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXMEEPEIAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: QX, ?Ls 2O 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130042. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4868, FTL -4869 AND FTL4330. ELCO TEXTRON NIA: 040721.01, 0318.06 ANSI/AFSPA NDS-2005 FOR WOOD CONSTRUCTION • • / A V I V : 8ESIGN NUA! • S. THIS PRODUci HAS B8IiN BEUNgV 8T0•(LY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY Q HURRICANE ZONE ( H V H E ) . • • • • • • • D •• ••• •• • • • •• 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED 1.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. NOA DRAWING MAP SHEET GLAZING DETAILS............ 2 DESIGN PRESSURES.......3 ELEVATIONS... .. ................ 4 NORM. SECTIONS.-- 5 CORNER DETAIL......... 8 ANCHORAGE..„ .............»8-11 Oft 40H7R1 ~Sp aft JR. SWIM • IWO* Mr • FJf 4/1807 *MOW MOB •IBCi040•ME CHOSE • • ADDEDKi IMP TONE its•tY•30i41ME• AOD•F124 0I aLt • 0NO78074d•Mf417E$7D4 4TE0/l. • D • 1Pn4BSd• • 0 • B J.J. r• •• • WO TECHNOLOGY ()ENE NOKOMIS, FL 647/5 P.O. BQX 1619 NOXOMI9. FL 34174 GENERAL NOTES ALUM HORIZONTAL ROLLER WINDOW t AC°T ear 4m• Eeva••s •.° 407740 NTS 11 d 11 I 412740 E I�IIII IIIIry * . No. 887 op Of ,FLORt S S l 1''' 1 `,; �e ` N A. L11#1 PE ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 1/2" NOM. GLASS BITE ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5 /16° NOM. 6/1611 LAMINATED GLASS aEXTERIOR INTERIOR [� ALL SECTIONS) -a- 3116° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16° LAMINATED GLASS 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/P ANNEALED OR HEAT STRENGTHENED GLASS 6118° LAMINATED OR 318' AIR SPACE 1B" OR 3118" ANNEALED OR TEMPERED GLASS 13/18" NOM. • • el LAM A(34 gia SR& LAMI • • • . • 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/18° OR 1/4° AIR SPACE 1/8" W 3/16" ANNEALED OR TEMPERED GLASS 0 13/16° NOM. 13116° LAMI IG GLASS W/ 7/16° LAMI • • • • • •• ••• •• • • • •• FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. tisielja DON .u. 1 Moo Ms* MOM mow •u. • FA 4/18/0 stewd4 7bi•0ae •et• X••bde • NO MOW fl B T • ��e. "� ADDED WIC A F:701140 TEMPIREE: Xw•° • • . • • • • Se N01B64N8E1463+ • • • J.Lee ilk xi I • •• • m7o7EmNOLOGYOXIVB NOKOMIS, FL 34'd79 P.O. BQX 1818 NOXOWS,PL34274 GLAZING DETAILS ALUM, HORIZONTAL ROLLER WINDOW, IMPACT Team I Full 12 . 11 I r 412740 E P.EA 8970• ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• • • TABLE 1. XOX (1/4,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) C 0 FOR INSTALLATION IN THE HVHZABOVE 30 L s► HAVE A a TEMPERED L0.GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED' WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 383/8" 48" 80 818" 54" 60" 63" 84" A,B,G,H +80.0 -60.0 +60.0 -80.0 +80.0 -60.0 +80.0 -80.0 +60.0_ -80.0 +60.0 .430.0 +60.0 -80.0 +60.0 -60.0 98" A,B,G,H +80.0 -80.0 +60.0 -80.0 +80.0 •60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +5&8 -88.8 +56.2 -56.2 106 318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +80.0 -60.0 +80.0 -81.0 +60.0 -60.0 +55.2 •55.2 +52.3 -52.3 108" A,B,G,H +81.0 -60.0 +60.0 -60.0 +80.0 -00.0 +60.0 -80.0 +60.0 -60.0 +80.0 -60.0 +54.8 -54.8 +51.7 -51.7 111" A,B,G,H +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +80.0 -81.0 +89.5 -59.5 +53.8 -53.6 +50.9 -80.9 UP TO 111" C,I +60•0 $O.D UP TO 111" D K,L +75.0 -75.0 TABLE 2. XOX (113,1/3,18) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 83" TO 88 7/18" A.B.C. 0,H,I +80.0 -80.0 TO 86 7116" D,E,F' J,K,L +78.0 -76.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 36" 38 3/8" 48" 60 8/8" 64" 60" 83" 60" A,B,G,H +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -78.0 +75.0 -75.0 +75.0 78.0 +75.0 -75.0 1 66" A,B,G,H +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +78.0 -75.0 +75.0 76.0 +78.0 -75.0 +76.0 -75.0 +78.0 -75.0 _ +75.0 -75.0 +69.6 -69.6 +65.2 �.2ISED 74" A,B,G,H +76.0 -75.0 +75.0 75.0 +75.0 -75.0 , +75.0 -75.0 +78.0 75.0 +75.0 -75.0 +68.1 -68.1 +83.8 -63.8 canasyinvithommorido UP TO 74 " C,D,E,F, 1,J,K, L +75.0 -75.0 ,,.,,.,14* 1:r . t'ai' ,: ;,::.. GLASS TYPES: TEST REPORT FTL -4858 (XO)Q, FTL -4859 (OX& XO) AND FTL -5330 " f" 'M'�14ii A. 5/16" LAMI - (1/8" A, .080,1/8" A) B. 5/16" LAMI - (1/64A0.890,10 IIS) • • • C. 5/18" LAM! - (2/8" HS, .480 :1981 H�) : : : D. 7/16" LAMI - (3!18" A, ..Oi90,i3/'I.8" 1) :: •: E. 7/18" LAMI - (3/18" A, .080, 3118" Hu) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS G. 13/16" LAMI 10-1/8" OR 3/18 °A (MIN.), 6/16" OR 3/8" AIR SPACE, 5116" LAMI - (1/8"A, .090,116°A) H,613/16" LAMI IG -1 /8" OR 3/16"A (RAIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) C 13/16" LAMI I0-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8918, .090,1/8"HS) J.•18116" LAMI 1G -1 /8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" IAMI - (3118 "A, .�, 3116"A) r13/18" LAMI 13 -1/8° OR 3/16 "A (MIN.), 3118° OR 1/4° SPACE, 7/16" LAMI - (3/16"A..080, 3118°HS) L 13/16" LAMI 13 -1/8" OR 3/18"A (MIN. , 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .060, 3/16118 ���N,1 �•`.• �04....HS:e 4/ '''i 0.; ' '' ••• • = • A ,.' p1� `'�u! +'•��p ' �t0E O : ' �`;i '''' `S'S/ONA�- �'`.�`• a iiitai Lt �.E REA 08705 10117N ,... ,,.. • • 1070 TECHNOLOGY calve Norcaaw.� ass NOKOMM �3�4zra _ DESIGN PRESSURES MOM* .,•,_, roc4•nve6 :, ;, w- , >..;. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K 4/48/07 C ..:,• wragPA_1swerrawaUPDAWPA81 mom OPe I Visibly Baur a omrm ►pro mm aum 1"0016 I Nrs I 3 m 11 I 4127 -10 E *7 ••• • a • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • s• •• • • • •• •• ••• • • a ••• • • 110" MAX WIDTH I.F. FRAME - -=1 111" MAX WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 41.1.1.1.1.14 ••• • • • If •ss • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • INTERIOR MAX. VENT DLO EXTERIOR I-- MAX. FIXED DLO --I MAX. WIDTH (FLANGE FRAME) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. HEIGHT FLANGE FRAME INTERIOR I — MAX. FIXED DLO --I MAX. VENT DLO MAX. WIDTH (If. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) •• • • •• • • • • • *SECTION C"C • • SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) INTERIOR IFIGT 14sibly Better PRODUCT RSVP ,7.14:4:4,4, %o No.58705 (VERTICAL SECTION, I.F. FRAME) • Q )0. a SECTIONS -39• 16.4... STA EOF ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ��SS�o+vA�;��'� rovi't0 /tip 6 a 11 "1"‘ 4127-10 S. a� .e, ae HEAD ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L I DW( 4 D8SQUP' ION MAT'L PGIW DW(8/ RIlWI DFSCRIPT1ON I AVL I P0IW p 1 4102 A FIANCE FRAME HEAD 6063 T6AL 612237 66 BASS 13116° IAMIIG1J8°A IN 3/8°AIRSPA 5/16° IAM! (I/8°A. .090PVB I/8°A 2 4025 SASH STOP ANTI LIFT CLIP) 6063 -T5 AL 617244 67 13/16° LAM! IGI/0A 3180 AIR SPA 5/16° LAMI WA .090 PVB 1/8° 3 #8X3/4PILPANHEAD 783444 68 13/16° LAMI 10•/8°A 3/8° A1RSPA� 511601AM11 .090 U8' 4 4053 SASH STOP COVER SASH 6063 -T5 AL 69 139W LAM! 10.3916° A Qb41N. 5/160 A]R SPA 5/160 LAMI WA .090 P WA 4136 PIANOS FRAME SILL 6063 -T6 AL 64136 70 13116° LAM! I03/16°A IN. 5/16° AIRSPA 5/160 LAMI 1/80A .090 118° 6 4137 SII.LADAPTOR 6063 -TEAL 64137 71 13116° LAM!IO- 3116°A q.41N 5/16° AIRSPACE, 5/16° LAMI ll0HS .090P 1/8°HS 7 4131 ROLLERTRACIC 6063 -TEAL 64131 72 0 13/160LAMIIQ1/8°A IN U4 °AIRSPA 7/16°LAMI 6°A.090 3/16°4 8 71298 WEEPHOLB(DVFR POLYPROP. 71298 73 13/16" IAM! 111 18°A IN. 1 /4° AIR SPA 7/16• IAMI 6°A .090 3916 10 1626 4002 4134 4135 A ADHBSIVEOPEN CELL FOAM PAD FIAN(iEFRAMEJAMB OAS OASKEf FORMAIN FRAMESILLJCNNf 6063 -TEAL 7PAD1826 612225 74134W/K 74 0 13/16° LAMI IGl/0A IN. 1/4° AIRSPA 7/16° LAMI 16°HS .090 3/16°HS 12 75 1 3/16° LAM!IO.3/I6°A 3/16° AIRSPA 7/16° LAMI (3/16°A, .090 3/16 °A 13 76 13/16° LAMII63/16 °A . 3/16° AIRSPA 7/16° LAMI 16°A .090 3/16° l4 90 91 ° 1014 •16 Th 13!16° 1AM!IG3/16°A 3/16° AIRSPA 7/16° 1S 1.000 QUAD 3MS 781 A LAMI 3( !FRAME & VER S(7iEFdV Coi wmuK YW/RINCN 16°HS .090 3105-HI4 AL POL1tFROP. 3/16° 4110 O SCREEN ADAPTOR 6063 -T5 AL 641100 17 4054 B FIXEDMEFFLNORAIL 6063RD -TEAL 6494A 92 1631 iCORNFdtKEYW/OUTRJN(B POLYPROP. 19 4066 WSTP .187 X 230 FIN SEAL 640660 93 1073 SCSI SPRINO STS'. 21 4105 SASH TOP & BOTTOM RAIL 6063 -TS AL 612940 94 180d SCREEN SPLINE -.13S INA. FOAM 22 1683 WSTP..2S0 X 270 BA FIN SEAL 616830 9S 1695 SCREEN SPLINE -.135 DIA. HARD FM PVC 23 225-1 ROLLERHOUSINO &GUIDE 4211205) 96 ISCREEN CLOTH 24 226 BRASSROLLPIRWHBELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP (3ADE POLYPROP. 44128N 32 4006 1235 D SASHMEEPINORAIL WSTP ,.170X .270 EAQI, FIN SEAL 6063HS -TEAL 64006 675160 2.710 33 35 1096 SWEEP LATCH D1 CAST 71096 36 1016 #8 X .625 PH. PLO SMS 7858 37 4126 SASHSIDERAIL 6063 -TEAL 64126 38 1683 WSTP .250 X 270 BAQI, FIN SEAL 616830 Z82 7070 BULB WEATHERSTRIP .187X.275 67070K 40 LIFTRAILCOVERCAP 74078 °C.° LORR 41 4139 LP.PRAMEHFAD 6063 -TEAL 64139 4� IF. FRAME HEAD 42 4140 4141 I.F. FRAMESiL LF. PRAMEJAMB 6063 -T6AL 6063•T6 AL 64140 64141 �� aNfeiaB U 1 1' 43 Ii 50 GLAZING SILICONE, DOW 899, 995 CRi ALEN 51 1224 VIlVYL(gAZINOHEADBULB 6TP247W 5l 1225 VINYLCRAZINGBEADBUlB 6TP241K 2764 53 4039 B 1AZINOBEAD- 5/16° 6063 -TEAL 64039B 54 4044 4222 B A (YAZAIOBEAD -5/16° W /(SRILLKIT C8r4ZINOBEAD-7l16° 6063 -TEAL B063TSAL 644703 64712 J �S5 56 98S C GlAZINOBEAD -7/16° W /RILL KIT 6063 -T5AL 6985 4067 (1[AZINOBEAD- 13/16° 6063 -TS AL 64067 IF. FRAME JAMB 60 5/16° LAMI 1!8° A • . 1 i✓8° HS #4141, 1-re rJJ . * No.687705 -'0 %�Q 'i��'� '•. FIORIOP. ���• r ss •'...... ' 'rr „� ONAI.. air _ 61 63 ° • 7/16r 16 Pt l>S A 71 I6° 3/16° HS I.F. FRAME SILL 64 65 ° 7/16° LAMI 3/16" .090 PVB, 3/16° HS 42 84140.6053 -TB 0.t 4 fNAlY�7P78 • 1070 86278 no �c,me Kataa.s.PL86476 i Be�7 PARTS LIST Emu _ ALUHL HORIZONTAL ROLLER IMPACT 9 D 7011 . -YAl - • Px poi 4a:s4s • • • • • . • Jd 7Bt7?0 Nrs 8 11 4127-10 I E � FLANGE FRAME HEAD #4102A, 6083-T8 .490 �F-- 1.as1�1 2 SASH STOP #4026, 8083-T8 21 SASH TOP & BOTTOM RAIL #4133, 6083-TO .050 1.098— }..--T •• ••• •• • • • wean aw /WA= II • 1g'n' 11a JJL FA FF.K • 44 44b .8Q1W/1: 16 eD o,c • • C) FLANGE FRAME SILL #4138, 8083-T8 O HORIZ. ROLLER TRACK #4131, 8083 -T8 •• • •• *y 1.081 �+-- 32 SASH MTG. RAIL #4008D,8063HS-T8 37 O FRAME SILL ADAPTER #4137, 6083 -TO 17 FIXED MEETING RAIL #40848,T6 SASH SIDE RAIL #4128, 0003-T8 1-.060 T578 .060 1.1197 GLAZING BEAD 7/18" BEAD, 7718° #4222A 6083 T6 #9860, 8083-T8 (USED WI GRILL KIT) .738 O SASH STOP COVER #4093, T6 I• 2.764 T 1.383 .J_ 13 FLANGE FRAME JAMB 64002A, .878 i.0981 —I O GLAZING B I , 5118° #403913, 808246 883 ILLto T-- -x-1.7 GLAZING BEAD, 13/16" #4087,8063 -T9 griatalANGE • ma&Arrarliestomir 11. • • • • • • • 1070 TECHNOLOGY DRIVE NOK, FL 942717 MO. BOX 1120 NOKOMIS, F.$42?4 EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT /,•dA.B 167!10 Hal �7 . 11 I 4127-10 I E Pt°WIda lididla8 No i:71' -i. 44 0f6 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • ANCHOR QUANTITIES, XOX (114112 -114) WINDOWS GLASS TYPES A,B,C,O W ANCHOR TYPE 2,3. WOOD 2, CONC TABLE 4 GLASS TYPES D,E,F,J,KL 1, CONC & SUBSTRATE ZONES ZONES ZONES 2.3, WOOD ZONES 2, CONC ZONES 1, CONC ZONES W5400W SIZE HEAD & SILL b( v HEAD & BILL HEAD & SILL HEAD& 921. HEAD & SILL HEAD & SILL 63.128x 38.378 48.E 60626 84.000 00000 123.000 1 +0241 +2x+1 2 1 +02 +1+02+1 2 1 +02+1+02+1 2 1+02+1 +02+1 2 1+02+1+02+1 2 1+02+1 +02+1 2 1 +012+1 +02+1 1 +02+1+02+1 1 +02+1+02+1 1+02 +1 +02+1 1 +C2 +1 +0,2+1 3 1+02+1 +22+1 3 1+(2+1+03+1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02+1 3 1+02+1+02+1 3 3 1 +02+1 +02+1 3 1+03+1 +02+1 3 1 +02+1+02 +1 3 1 +03+1+(2+1 3 1+0.2+1+02+1 3 3 1+02+1 +03+1 3 1 +02+1+02+1 3 1 +02+1 +02+1 3 1 +02+1+02+1 3 1+02+1+02+1 3 3 1+02+1+0+1 3 1 +02+1 +02+1 9 1+02+1 +02+1 3 1 +03+1 +02+1 3 1+02+1+(2+1 3 3 1+02+1+02+1 3 1112+1+03+1 3 1+02+1 +03+1 3 1 +02+1 +22+1 3 1 +03+1+03+1 3 60.000* 38.378 41.000 80.1 84.000 80.(80 63.00 74.000x 33.378 48.000 60).625 84,000 60.E 63.000 1 +02+1 +02+1 1 +22+1 +C2 +1 1+02+1 +42+1 1+02+1 +02 +1 1 +02+1 +02 +1 1 +02+1 +02+1 1 +02+2+02+1 2 1 +02+1+22+1 2 1+02+1+02+1 2 1 +C2 +1+02 +1 2 1 +02+1 +22+1 2 1+02+2+02 +1 2 3 1 +02+1 +02+1 3 1++(2+1+02+1 3 1 +C2 +1 +C2 +1 3 1+03+1 +02+1 3 1+(2+2+02+1 3 3 1 +03+1 +02+1 3 1 +22+1+02+1 3 1 +02+1 +02+1 3 1 +03+1+(x+1 S 1 +02+2+22+1 3 3 1+02 +1+02+1 3 1 +02+1+02+1 3 1+02 +1 +02+1 3 1 +22+1 +02 +1 3 1 +42+2+2+1 3 3 1 +02+1 +C2 +1 3 1402+1+02+1 3 1+02+1 +02+1 3 1+(2+1 +02+1 S 1+03+2+03+1 3 1 +122+1+02+1 3 1 +02+1+03++1 3 1+02+1+02 +1 2 1 +(2+1+(2+1 2 1+12+2+02+1 2 1+02+2 +02+1 3 21 1 +02+1+02+1 3 1+02+2+03+1 3 1 +02+2+02+1 2 1+02+2+02+1 2 1+02 +2+22+1 1+02+2+03+1 1 +02 +2+42+1 1 +03+2+03+1 1+12+2+42+1 3 1+22+1+(2 +1 3 1 +03+2.03+1 3 1+02+2+02+1 3 1 +0x+2+02+1 3 1+02+2+42+1 3 3 1 +02+1+42+1 3 1 +42+2+02+1 3 140.1 +2+03 +1 3 1+02+2+02+1 3 1 +0242+02+1 3 3 1 +22+1+(2+1 3 1+02+2+22+1 3 1+02 +2+02+1 9 1 +02+2+02+1 3 1+03+2+03+1 3 3 1+02+1+02+1 3 1+22+2+02+1 3 1+02+2+422+1 3 1 +02+2 +02+1 3 1 +03+2+22+1 3 3 111x+1+03+1 3 1+03+2+03+1 84.000x 38.376 48.000 80.020 84.000 60.E 03.000 100.376x 38.376 43.000 60.628 64.0 MOOD 03.000 111.000x 38.378 X000 03.100 amo° :10Hy(,j tummy iwt JAI F 1+02+2+02+1 1+02+2+03+1 1 +02+2+02+1 1+(2+2+02+1 1+C2 +2402+1 1+02+2+02+1 1402+2+42+1 2 1+02+3+02+1 3 1+02+3+02+1 3 1+02+2+02+1 1+22.2+03+1 2 1 +03+2+02+1 1 +03+3+03+1 3 a 3 3 3 3 2 1 +02+2+22+1 3 21 1+C3+2+09+1 3 1 +02+2+02+1 3 1+03+2+03+1 3 1+42+2+02+1 2 1 +(2+2+02+1 2 1+(2+3+(2+1 2 1+02+2+42+1 1 +03+2+03+1 3 3 1 +02+2+22+1 3 1+02+2 +(2 +1 3 1+03+3+03+1 3 3 1 +02+2+03+1 3 1112 +2+02 +1 3 1 +22+2+42+1 3 1+02+34223+1 3 1 +03+2+02+1 3 1+02+2112+1 3 1+02+2+03+1 3 1 +0.2+2+42+1 1 +04+3+04 +1 3 1 +02+2+02+1 1 +423+2+03+1 3 1 +03+2+03+1 3 1 +(2+2+02+1 S 1 +04+3+04+1 3 1+02 +2+02+1 3 1 +C3+2+C31 3 1+03+2+03+1 3 1+03+2+22+1 3 1 +04+3+04 +1 3 1+02 +24(2+1 2 1 +02+3+02+1 2 1+22+3+(2+1 2 1 +02+3+22+1 2 1 +02+4 +02+1 2 1+02+2+02+1 3 1 +03+3+03+1 8 1 +C3 +3+03+1 3 1 +02+3+003+1 S 1+03+4+03 +1 3 1+03+3+3+1 1+22+3+22+1 1 +03+3+02+1 3 3 2 1!i+34C311 +3+G•3t, +03+3+03+1 3 3 1 +02+2+22+1 1+02+2+02+1 1+02 +2+02+1 4+�42�+�8�+�04+42+5+01+1 1 142+3+41 1+2++44.1 t +034+43+1 1+C2+2+422+1 3 3 3 1 +03+3+03+1 1 +03 +3+03+1 1+04+3+04+1 3 3 3 1+03+3+03+1 1+03+3+03+1 1+04+3+04+1 3 1 +03+3+03+1 3 4 1+C3+3+C3+1 1 +C3 +3+03+1 3 S 1+03+4+03+1 1404,+4+04 +1 1+04+4+04+1 3 3 3 3 1 +04+3+04+1 3 1+04+3+04+1 4 1 +04+3+04+1 3 1+08+4+03+1 3 2 1+03+3+02+1 341•03+3+03 +1 • fisbF itIAINWVE 1HOAN ' • ADDEF:9 CIF T�w+s0FrNOM • r i todzEtals TDA CAP. ADA •• • 2 3 1+02+3+02 +1 1+03+3+03 +1 3 3 1 +02+3+02+1 1+x+3+03+1 2 3 1 +03+4+02+1 1+03+4+03 +1 2 3 46 1 +03+3+03+1 3 1 +03+3+22 +1 3 1+03+3.02+1 3 1112+4+03+1 3 3v13(343+03+1 3 1+03+3+03 +1 3 1 +03+3+03+1 3 1+04+4+04 +1 3 •161+04 +3+04 +1 3 1+04 +3+04 +1 4 1+03+3+03+1 3 1+04+4+04+1 3 3 1 +04+3+04 +1 3 1+04+3+04+1 4 1+04+3+04+1 3 1+03+4+08+1 4 FJC 1090 TECHNOLOGY DRIVE . PI. 34275 P.O. EQx 1829 1402 0143. Fl. 34274 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -114' ELCO 884 CRETE -FLEX 3 - 612 STEEL SCREWS (GS) 2. GLASS TYPES: A. W1S° LAMI - (1Ai A,.090. W A) B. 6118° LAMI - (114° A „080,18° HS) C. FAB” LAMI - (1/8" HS,.080,1/8° HS) D. 7116° LAMI - (3/16 A..080, 3/18° A) E. 7118" LAMI - (3/ 18° A,. a0, 3118" HS) F. 71W LAMI - (3/16° H$..000, 3116° HE) (3.13116" LAMI IG • 118° OR 3/18°A MN.), 8118° OR 318° SPAN, NW LAMI - (118° A,.090, WA) H. 13118" LAMI *0 -118" OR 311r A ( MIN.), 6/12' OR 348" SPACE, 8/18° LAMI - (1/8° A.090, 118° HS) I. 13118° LAMI 10 -18" OR 3118° A (MIN.), 8118" OR 328° SPACE, 6116° LAMI - (1/8° HS,.090,1/8* HS) J. 13118° LAMA 10 -18° OR 3118" A (M1*&), 3118" OR 1/4° SPACE, 7/W LAMI - (3/16"A,.080, 31W A) K. 13118° LAMI 10 -18" OR 3116" A (MIN.), 3/18° OR 1/4° SPACE, 7118° LAM - (3418° A,.030. 3/18° H8) L 13118° LAMI 10 - 118° OR 3118" A (MIN.), 3116" OR 1/4° SPACE, 7118° LAMI - (3/18° HS„090, 3116" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 28 314" MAX FROM CORNED. JAMBS: 9° MAX. FROM CORNED AND 2212° MAX. 0.0. TABLE KEY: 112+4 +c3+1 3 1..,-- ANCHOR QUANTITY PER JAMB A FOR INSTALLATION IN THE HVHZ MOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 9- REF. f E HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANC:HOIIS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHOR AT FIXED SECTION. (12) ANCHORS TOTAI. AT HEAD AND SILL (3° MIN. 0.0. ANCHOR SPACING) 26 3l4° rt-x. F+—S° MIN. O MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 126 3/4° MAX. _1_ . 1 1111 I r X O X j MTG. RAIL, TYP. -- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Vbl*,8atter ANCHORAGE SPACING, XOX (14-1/24/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT KR710 [NMI 8 d 11 r".8*. 4127-10 1E P.E033708 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • ••• • • • • • • • • • •• •• • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE S GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE) & SUBSTRATE 2,3, WOOD 2, CONC ZONES 20. 1, CONC ZONES 2,3, WOOD ZONES 2, CONC ZONES 1, CONC ZONES WINDOW 812E w v 1 ig 37.000 x 38.376 48.000 50.625 54.000 80.000 63.000 1 +02+1 2 1+C2 +1 2 1 +02 +1 2 1 +02+1 2 1+02 +1 2 1+02+1 2 1+02+1 3 1+02+1 3 1 +02+1 3 1+02+1 3 1 +02+1 3 1 +02+1 3 1+02 +1 3 1 +02+1 3 1 +02+1 3 1 +02+1 3 1 +02+1 3 1 +02+1 3 1 +02+1 3 1 +02+1 3 1+02+1 3 1+02 +1 3 1+02 +1 3 1 +02+1 3 1 +02+1 3 1 +C2+1 3 1 +03+1 3 1 +02+1 3 1+02 +1 3 1+03 +1 3 1 +02+1 3 1 +132 +1 3 1 +03+1 3 1+02+1 3 1 +02 +1 3 1+03+1 3 48.000 x 38.375 48.000 50.825 54.000 60.000 63.000 53.126 x 38.376 48.000 50.625 64.000 maw 1+02+1 2 1 +C2+1 2 1 +02+1 2 1 +02+1 2 1 +02+1 2 1+02 +1 2 1 +02+1 3 1 +132 +1 3 1 +02+1 3 1 +02+1 3 1+02 +1 3 1 +02 +1 3 1+02+1 3 1 +C2+1 3 1 +03+1 3 1+02 +1 3 1 +132 +1 3 1 +03+1 3 1 +02+1 3 1 +02+1 3 1 +03+1 3 1 +02+1 3 1 +02+1 3 1 +03+1 3 1 +C3+1 3 1 +02+1 3 1 +03+1 3 1 +03+1 3 1 +02+1 3 1 +03+1 3 1 +03+1 3 1 +02+1 3 1 +03+1 3 1 +03+1 3 1+02+1 3 1 +03+1 3 2 3 3 3 4 4 3 3 3 4 4 4 3 4 4 4 4 4 74.000 x 38.375 2+02+2 3 481000 3+011+2. 4 :50.826 Ifctiau 4. 848000.1+133+2: 4 •r'0.008•2+C3+? 4 63.000 2+03+2 4 1 +02+1 1 +02+1 1 +02+1 1+03+1 1+03+1 00.000 x 38.376 48.000 60.E 64.000 63.000 1 +03+1 1+02+1 1+02+1 1 +03+1 1+03 +1 1+03 +1 1 +03+1 88.000 x 38.376 48.000 00.626 54.000 80.000 63.000 2+0x+2 2+0x+2 2+03+2 2+03+2 2 +133 +2 1 +03+1 2 1 +02+1 3 1+03+1 3 1 +03+1 3 1 +03+1 3 1 +03+1 3 1+04.1 2 2+02+2 3 2 +03+2 3 2 +03+2 3 2+03+2 3 2+04 +2 3 2+04 +2 2 2+02+2 3 2+03+2 2 1 +02 +1 3 1+C2+1 3 1+02 +1 3 i 1 +03+1 3 3 2 3 3 3 4 4 3 3 1+03 +1 1 +03+1 1 +02 +1 1+02+1 1+03+1 1+03+1 1 +03+1 1+03 +1 2+02+2 2 +02 +2 2 3 3 3 4 4 3 3 3 4 4 4 3 4 1 +02+1 1+02+1 1 +02+1 1+02+1 1 +02+1 1 +03+1 1+02+1 1 +132 +1 1 +02+1 1 +02+1 1 +03+1 1 +03+1 1 +02+1 1 +02+1 2 1 +02+1 3 1 +C3+1 3 1 +03+1 3 1 +03+1 3 1 +133+1 3 1 +04+1 2 2+C2+2 3 2+03+2 3 2+03+2 3 2+03+2 3 2+04+2 3 2 +04+2 2 2+02+2 3 2+03+2 2 3 3 3 3 2 3 3 4 4 3 1 +02+1 3 2 +03+2 3 2+03+2 4 1 +02+1 1 +C2+1 3 2+03+2 4 2+03+2 4 1 +C2+1 1+03+1 3 2 +04 +2 4 2+03 +2 4 1 +03+1 1 +03+1 3 2 +04 +2 4 2+03+2 4 1 +03+1 2 +02+2 2 2+02+2 3 2+02+2 3 2+C2+2 •2, Clj+21: 3. 12.03+2 4 2 +03+2 4 2+02+2 3 2+03+2 3 2+03+2 3 2+04 +2 3 2+04+2 2 2+02+2 3 2+03+2 2•(3+2. 3.2+C3+2 4 2+03+2 4 2+02 +2 2itC'Jo22 . 3 2+04+2 4 2+03+2 4 2 +03+2 +1 +C3+1• 3.1+C4 +2 4 2+03+2 5 2+03+2 3 2+03+2 3 2+04+2 3 2+04 +2 1 +03+1 3 2+04+2 4 ,2+04 +2 6 2+03+2 Amato •r• a,bhm J.L 4 10,174t. B i aiwa�n�s� S�/pB A • JR � 1: D A 0. T006 Q:00FTNC7E stoo FX 6107 FJG " • r 4 2+04 +2 4 4 4 3 4 4 4 4 6 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCCNS 2 -114° ELCO 884 CRETE•FLEX 3 - #12 STEEL SCREWS (08) 2. GLASS TYPES: A. 8118" LAMI - (118° A„080,1/8° A) B. ow LAMI - (U" A,.093, 1/8° HS) C. 8118° LAMI - (1 /8° HS,.080, 1/8" HS) D. 7MB' LAMI - (3/18"A,.010, 3H8°A) E. 7/18" LAMI - (3H8° A,.080, 3118" HS) F. 7/18° LAMI - (3/18° HS,.090, 3118" HS) G. 13/18° LAMI 1 -118° OR 3/18° A ( MIN.), 808° OR 318°SPACE, 8118° LAM - (118°A,.090,1/8"A) H. 13/18° LAMI 10.1Ai OR 3118° A (MIN.), 8118° OR 318° SPACE, 6/18" LAN - (1/8° A,.090,1/8" HS) I. 1316" LAMI 10 -1/8' OR 3/16"A (MIN.), 6/16" OR 3/8° SPACE, 6118° LAMI - (1/8" HS „010,1/8" HS) J. 13/18° LAMI 10.1/8' OR 3/18°A (MIN.), 3116" OR 1/4° SPACE, 7/16" LAMI - (3116" A,.090, 3118"A) K.13/18° LAMI 10 -1A7' OR 3/18° A (NON.), 3/18' OR 114° SPACE, 7/18° LAMI -(3H8"A,J00, 3/16" HS) L. 13116° LAN 10 -1/8° OR 3/18° A (MIN.), 3/18° OR 114° SPACE, 7/16° LAM - (3H8" HS,.090, 3/16° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIAGSNSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. 011 EACH SIDE OF FETING RAIL CENTERLINE. 183/4° MAX. FROM CORNERS. JAMBS: B° MAX. PROM CORNERS AND 22 1/2° MAX O.C. TABLE KEY: O I2 +03+2 ! 3 1» - ANCHOR QUANTITY PER JAMB �+�le3- MAX A FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0- L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. A ER OF (3)ANCHORS ▪ R QUANTITIL CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FOXED SECTION. (7) ANCHORS TOTAL Al' HEAD AND S&1.. (3° MIN. O.C. ANCHOR SPACING) MIN. 9° REF. 1 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Oe VALSW• ETOANCHOROAR •• • AAA 1010 TECHNOLOGY DRIVE NOKOMIS,PL34898 MAW 1820 NOKOMIS.PL34274 InGTANCMORAGESPACING. OX AND X0 WINDOWS nm ALUM HORIZONTAL ROLLER WINDOW, IMPACT oft Baas N r 10 11 j 4127 -10 I E PEA 8 700 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • ••• • • • • • • • • • •• •• • • MIN. 3.4 KSI CONCRETE Ix WOOD BUCK, NOTE 3 13/4° MIN. E.D. TYP. ' w : ' ••i s NOTE 1/4' MAX. SHIM 2x WOOD BUCK, NOTE 3 CONCISE WOOD ANCHOR, NoTE.1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 3/8° MIN. 1 HS" MAX. SHIM WOOD ANCHOR, NOTE2 1 3/8° MIN. 1/4" MAX. SHIM —1 CONCRETE ANCHOR, NOTE 1 1/4 MAX. SHIM 1 1/4° PAN. (1.8 KSI CMU) OR 1. • • PER NOTE 1 • ' ' (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS EMBEDED 13E° MIN. OR 1/4° SS4 CRETE -FLEX EMBEDED 1314° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4°. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (08) OR 1/4° W34 CRETE-FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. 1x W000 BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO 501.10 CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112* THICK OR GREATER. INSTALLATIOI TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERUII. SHALL BE A MINIMUM STRENGTH OF 6083-78 AND A MINIMUM OF 1B" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHAU. BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESK 3N PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 2x WOOD BUCK NOTE 3 1x WOOD BUCK, NOTE 3 DETAIL E • 1 3/4' E7fIERICR RI �% •o. MIN. E.D (HE & SILL DETAILS A, B, C, D, tH & H) DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS INTE OR (JAMB DETAILS E, F & I) MEM NA LING .131 DIA. MIN. x 21/2' NAIL AT CORNERS AND 8° O.C. TYPICAL DETAILS 0, H & I. DETAIL H (HEAD) 1/4° X. SMAHIM PRODUCT =VIM es complying tirePb7Wa Cob Asceptosa No NAILING ' 1 • !•, ,�� •( 1 3/4° MIN. MpW3.4WCAl' •,1••• •' •E.D.WM, •`A• s•o ° • ,• ,. CONCRIVE p• ••�[•• • • iai�WD ~ •• • • •••BUCII1• DETAILD TYPICAL FLANGE FRAME SILL SECTIONS SEE NAILING DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS ••• • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • `,``NA Y LYNN % "',„ f * ' No.58705 %* • pr o . 8TA ALYYlN16/41 P.E. P.0.0 0006 MIAMI•DADE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami-Dade County) and/ or the MIS (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" thawing Aluminum French Door w/ wo Sidelites' APPROVAL DOCUMENT: Drawing No. 11005 -1, titled Series "Alum. French Door 8t Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, di .state, model/series, and following statement: "Miami Dade County Product Control Approjveld;, unless 4fierwise noted herein. MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www miamidade eov /development/ • • • .. • • RENEWAL of this NOA shall be considered after a renewal application has been adiand there has been. • no change in the applicable building code negatively affecting the performance of tjit 'prtlduct. .••••• • TERMINATION of this NOA will occur after the expiration date or if there has i a revision o change• ' • . in the materials, use, and/or manufacture of the product or process. Misuse of this, jVQf•as an pndgfsement of any product, for sales, advertising or any other purposes shall automatically teiaiuste this N04. 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-Dille Comity, 'Florida, ant followed by the expiration date may be displayed in advertising literature. If any "portion of. tl• •. t. NOA ie displayed, then it shall be done in its entirety. • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11- 1013.22 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. APPROVED NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 Page 1 • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact ", sheets 1 through 10 of 10, dated 02/22 /07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. B. TESTS L Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC 2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. (Submitted under previous NOA No. 07- 0629.10) 2. Glazing complies with ASTM E1300-02/ 04 • • •••• • • • • •• • ... • • . • • ▪ • • • • • D. QUALITY ASSURANCE • •. • • • • • • • • i 1. Miami-Dade Department of Permitting, Environment, and regulatory • *Affairs) • ; • • . (PERA). • • •• •• •• . •. • • •• E. MATERIAL CERTIFICATIONS . .. • 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont QeNepnours;8rf oti, Inc. for their "DuPont Butacite® PVB Interlayer" dated 09 /08 /1 ?,aatpping on 1W,1/16., 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Sallek•and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. Jaime D. Gaseon Product Control Section Supervisor NOA No. 12- 0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E -1 • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FM-6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FM-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to POT Industries, for their Series "FD -101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I. ", approved on 11/23/11 and expiring on 10/18/12. ... • • • • • ..•. • • • •• • • • • .• • • • • ..•. • • • • • • ..•. ••.• •• • • • •• •• • • .• • • • • • • • • • • • • • • • • •. • •••• • Jaime D. Gascon, P. E Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E -3 ••• • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • •• •• NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) comptift ',BD., yet• NO 1 .'..c 6.02 1.7013. ' pi ' as 1. GLAZING OPTIONS: ,,,,, A. 318` LAMI NOM. (.4021 CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. 8.3/8° LAMI NOM. (.4027 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. C. 7118" LAMI NOM. (.488°) CONSISTING OF (1) UTE OF 3/18° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3H8" HEAT STRENGTHENED GLASS. D. 7/18" LAMI NOM. (.4881 CONSISTING OF (1) LITE OF 3/18° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE tka. 107 J OSOWS I ate- cresidpsbrg NOTES AND GLAZING DETAILS Titke ALUM. FRENCH DOOR & SIDE UTES, IMPACT p MAXIMUM PLUS (1) UTE OF 3118° HEAT STRENGTHENED GLASS. GLASS PLUS AN PVB NOA DRAWING MAP A E. 13/18° LAMI Id NOM. 08401 CONSISTING OF (1) LITE OF 3/18° TEMPERED GLASS, 1/4" AIRSPACE, (1) UTE OF 1/8' HEAT STRENGTHENED .090 INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET 11005-1 GENERAL NENE pURATiOS........., NOTES............ 1 GLAZING DETAILS........... 1 DESIGN PRESSURES...... 2 ELEVATIONS..... 3 VERT. SECTIONS 4 5 HORIZ. SECTIONSPARTS UST.............. 6 EXTRUSIONS.......... 8, 7 ANCHORAGE8-10 A A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND QLA88 TABLES ASTM E 1300-04. 3. CONFIGURATIONS: X(O n XO, o6 XXO, O)0(, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1P % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LMAITED TO STEEL 111 W 0 § Q H WN t- Z SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: ATEST REPORTS FTL-4984, 8212 & 8884; ELCO ULTRACON NOA: 11.0408.01,12- 0128.0 ANSUAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY g HURRICANE ZONE (HVHZ). 8. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: GLASS ABBREVIATIONS AN. m ANNEALED HS. = HEAT - STRENGTHENED TP. • TEMPERED o i A A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET b), ,8 REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., BHT. 2. REFER TO TABLE 2, BHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. ® CD ce i `� N m11 A g iipt, 9P2° GLA33 BITE illAll 1Pi OLA88 BITE , I 1111 1/2` GLASS BITE PR "Ze ® ix ( d T s%TF,�QR CD IiXi'mma cp 3/18` AN. OR 0 3H8` HS. GLASS 1!8° H8. GLASS ' NOM. L � 1B° AN. OR HS. GLASS .090 PVB INTERLAYER ( DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 3/8" LAMI CD 1/4° AIRSPACE 11i � 3/18°�1g. • • • • • • GLASS GLA9�- INTERLAYER • • • • • • UTACITE OR ( • • • EPSAFE ' 3/18" HS. 308" TP. GLASS GLASS .090 PVB INTERLAYER ```010 i i a /t /i��i � J� 'X,..... .., !� /,�'. t9 a - 01 n • w_ t;... Q= �J'' Oo ! Z • s I O` a., �,y., ; ��,` d ''., ( ..... ;..",;c `` • • • • • • • • • • MAXIMUM) 3/8° NOM. GLASS STACK Nom, • • •7/16• LAMI (DUPONT BUTACITE) 7/18" NOM. GLASS STACK NOM. 13/16" 13/98" NOM. GLASS STACK LAMI IG • • GLAZING OPTION A OR $, NAT@ 1; • • • • G .AZINS OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • •• •• TABLE 1. APPROVED (FOR DOORS REINFORCEMENT X WIDTH DESIGN PRESSURES FOR ALL CONFIGURATIONS 8, 0)0(0 UTE PREVAILS) CONFIGURATIONS: W/ SIDE XX WIDTH X, XX, 0, OX, X0, OXO, )0(0, 0)0( UTES THE LOWER DP FOR THE DOOR OR SIDE IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, 0, C, D OR E HEIGHT 68 - 793/4" 7° - 833/4" 87 3/4" 91 3/4" 8° - 953/4" 3° 371/2°16° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 1 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +87.6 -87.6 +84.2 -64.2 383/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E 363/4" +75.0 -76.0 +76.01 -75.01+75.0 -75.01+75.0 -75.0 +75.0 -75.0 TABLE 2. APPROVED (THE LOWER REINFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY, A CONFIGURATIONS: DP FOR OX, X0, OXO, X00, 0X0 & 0X00 THE DOOR OR SIDE UTE PREVAILS.) IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 96 3/4" 2° 251/2" 4° 47 314" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 - 49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 - 54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -48.5 +44.3 -44.3 29 1/2" 65 3/4" +51.7 -51.7 +48.8 -48.8 +48.1 -46.1 +43.8 -43.8 +41.8 -41.6 26 31 1/2" 60 593/4" +49.0 -49.0 +48,2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 331/2" 54 63 3/4" +43.1 - 43.1 +43.1 -43.1 +41.6 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE OWIDTH GLASSTYPESA,B,C,DORE 103/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 123/4" +75.0 -75.0 +75.0: 75.0�15.00.45.0 'las •35,0• +75.0 -75.0 19" +72.4 -72.4 +88.5 '% .5 *454 - 5.Q 4'61.2.181.9.:59.0 -59.0 21 3/4" +64.5 -64.5 +61.0'11.0° +87.8 117.8 4 +551) tee +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44,7 -44.7 +42.6 -42.6 381/8" +35.2 -35.2 +42 -3tr +35.21154 '+435.2 ;35„? ,33$.4 -34.4 38 314" +34.0 -34.0 +34.4 -34:0 +944 *-34.11 '34) ) 30 -34.0 • • • • •• • NOTES: 1. GLASS TYPES: A. 3/8° LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8° LAMI (1/8" HS, .090 PVB, 3118" HS) C. 7/16" LAMI (3/18° A, .090 PVB, 3/16" HS) D. 7/18° LAMI (3/18° H8, .090 PVB, 3M8° HS) ® E. 13116" LAMI IG (316" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVS, 3/16° HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 731/2" MAX. OXO WIDTH =1091/2° MAX. XX0/0XX WIDTH = 107 3/4° MAX. OXXO WIDTH = 143 3/4° 3. SINGLE DOORS 33 5/8° WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 8. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OX0 WITH GLASS TYPE A 30° WIDE x 90" HIGH SINGLE DOOR WITH 29° SIDE LITES DESIGN PRESSURE = +87.81.87.8 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 88" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE = +70.4/ -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 873/4° HIGH SINGLE DOOR WITH 26° SIDE LITES DESIGN PRESSURE _ +43.81.43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 833/4° WIDE x 80" HIGH DOUBLE DOOR WITH 26° SIDE LITES DESIGN PRESSURE = +43.1 1.43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 8 FOR REINFORCEMENT DETAIL PRODUCT RENrV. " m oom thga•LL ". °•.' mcBuirtawoOt ¢' Q�j opro"NO�n W QQ',eN•• Q N G 0 e- 0 1 i5 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • RENEWED G1(,O� eseomplykevahtbo aetratneaav % 731f2° MAX. 1 38 °ter 1i!° MAX �— 143 3/4° MAX. SEE NOTE 3 y.— ► mAx SEE NOTE 3 e I // Eli 0 95 We E{ // IE i a k f // 1E E{ 1 1 ! I // 0 iiii, EF Z INAC i / / IE o flessafpforr ELEVATIONS Titles ALUM. FRENCH DOOR & SIDE UTES, IMPACT // I E d I I !3 ,I re,o 40 CHANGES THIS SHEET 4 co SEE NOTE 4 ox OR XO SEE NOTE 4 OXO SEE NOTE 4 SEE NOTE 4 Oxxo SEE NOTE 4 CO �Z 38 314° MAX 3i° MAX. 371/2° 71 314° MAX. 24 8118° MAX. C MAX. DLO (TYP) // Il 1 ! i o I ri N Q 11. 1 ill I2y '11 (! ' • • • • 84 MAX HT. TYP. i j ! I f 4 •INAOT • • j ! ; I li 86 314° A o 318° C1 MAX. (TYP•) I a i DLO DOOR 64316° MAX. (TYR) ') D� ID itli- pp y$ e fl�F DLO HEIGHT = HEIGHT -11 318" DLO WIDTH = DOOR WIDTH - 121818° DLO WIDTH 'XX' =DOOR WIDTH/2- 11618° SIDE LITE �,r` a�',,,,, �� i�,....•.,�iV ��� ��2�. :4' T spy % j��n V r •••5 2 ~` �` :?gy •, y` , ! '' ..........••' d �i,, yy 0 . ` 'i,�r r r r r pR �o. DLO HEIGHT = HEIGHT - 11318° I �i(l�l;�i�� A NOTES: x •• ••• • Mi DLO WIDTH o WIDTH -31♦8° ••• :.' 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10./// EH 2. FOR HORIZONTAL AND VERTICAL SECTIONS 8p§ SHEETS 4 AND 6. % 3. SIDE LITES OVERLAP 7C AND IOC DOOMS BY 3T4;WHEN TO MICR O' 'D OXO' 7000', 'OXX' AND 'OXXO• CONFIGURATIONS. B 4. REINFORCEMENT LOCATION FOR SIDE+Q fPE TO MX)OR CTiONS (S E 1 �1F�I IIJtf B ITV SHEET 2). 5. CLEAR OPENING FOR % AND IOC DOORS 1s Fovea": IJC goers; WIDTH• 5.846) 4100 DOOR = DOOR WIDTHI2. 4.079) • • • • • • •• • ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • ••• • • • • • ••• • • es comptOns__,_witmh°146446 E�i` EXTERIOR INTERIOR 0 INTERIOR ® t - I.• 0O0r MAX. 2 re -s N O a E o ® EXTERIOR [PI Syi1_ 1 iti _l II I {, 0 AT HEADAIAMB AT SILL/JAMB 6 3 CLEAR- COLORED SEALANT ® zit -ILL-- �! o MAX. MAX. MAX. SIDE LITE HEIGHT k________ DLO !11 1 DOOR 010 HEIGHT Ili 6 � I i 1 )'7 • e S1 • • • : ••• • • • .•„ c� SL VIEW G -G CORNER ASSEMBLY W 3 z W g' ° 4 ` ,'moo'*., ,.'r) e '%y4% . p o „,.. .ihu18Ili t� lab It. P G 7 f DOOR SiCT.d SL SECT. B-B ^ VERTCAL :• • ; • ; ; • •; ; ; VERTICAL • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • ••• • • • • • ••• • • PRODUMBNEWRD >m complytte ata tIm Flortde 1Z.O51fo. x SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) • • •• • • • • •• • • • SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY • • • • • • • • • • • • • • • •• • • • • • • • •• • SL SeCT. HORIZ. (DOWN/ IDE•LI,TE) • • • • MAX SL WIDTH ---01 INTERIOR EXTERIOR LmAxi DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) F °z rn Np I QN 0 u_ Oin 0 1' 1 .1 00 111111111 '2 z .. : �al.``s J 0 / "T 4 . I 11��111 ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM DWG 0 POTO DESCRIPTION ® ® A t ® & ITEM DWG 0 POTO DESCRIPTION 1 9438 60411 FRAME HEAD 60 9200 6920D SIDELITE HEADER 2 1010 60300 WSTP.,Q -LON .190 X.376 HIGH 81 921D 8921 SmEUTE SILL 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 62 9188 60381 SIDELITE JAMB 4 955 7955X FLUBHBOLT STRIKEPLATE 83 1166 781 PQA 08 X1.000 QUAD PN. SMS 6 938 7938X 2 PT. LOCK STRICEPLATE 84 988 7898 HEAD GASKETS (STOCKING) 070998) 6 958 7958A FRAME HEAD STfIKEPLATE BACKING PLATE 89 999 7999 SILL GASKETS SSTOCKING 070899) 7 7832X12FPXP 08.32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH 88 934A 61641M SIDEUTE JAMB ADAPTER 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 67 012 X 1.000 SHEET METAL SCREW 9 898 70998 GASKET (BETWEEN HEAD & FRAME JAMB) 70 712853( SETTLING BLOCK, 3/32" X1/4" X 1' W/PSA, 85 +/-5 DURO. 10 952A 6533016 FILLER HEAD ADAPTER 71 712671( SETTING) BLOCK, 1/18" X1/2" X1' WIPSA, 85 +1.5 DURO. 11 11000 61100014 OUTSWING THRESHOLD 72 4222A 64222 BEAD. 7/18" 12 1870 871870 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY032011) 73 988 8988 BEAD, 3/8" 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 74 48978 84087 BEAD. 13/16" 10 14 11001A 411001A ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) 89 6DURAKI4 1/4" DURASEAL 10 SPACER 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 91 6TP248 BULB, THIN (USED IN EXTRUDED BEAD) 16 11003A 4110031 ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 92 988 84988 BEAD, INTERIOR 20 9161) 80380 FRAME JAMB (OUTSWING) 93 1224 61P247 BULB, THICK (USED IN EXTRUDED BEAD), 85 +/ -1 DURO. 21 1010 60300 WSTP.,Q -LON .190 X.375 HIGH 94 GLAZNO SILICONE, DOW 889 OR 983 22 8808 68808M REINFORCEMENT, 1.000 X2.750 X0.650, 8081 -18 95 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS 23 1140 78X112PSATS O8 X 1.500 PH 80 A T/S 98 G , 3/8" LAMI - 1/8" HS, .90 PVB, 3/19 H$ 24 1048 71048 JAMB SCREW COVER P 87 GLASS, 7/18" LAMI.3/16" A, .89 PVB, 3/16" HS 28 '930 41721N STRIKE PLATE INSERT 98 GLASS, 7/18" LAMI.3/16' HS, .90 PVB, 3/16" HS 28 1118 710X34PFA 010 X.750 PH. FL. SMS 89 GLASS, 13116° LAMI IG - 3/16" TP, 1/4" AIRSPACE, 1/8" Ham, .90 PVB, 3/18° H8 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 103 OFF -THE SHELF IDEAD BOLT LOCK 30 31 9100 911E 6910 6911 DOOR PANEL, TOP & BOTTOM RAIL DOOR PANEL, BIDE RAI- f .360 .086- 611-1-7 , OUTSWING THRESHOLD • CHANNEL COVER 6969-T6 {.� 32 917 7FRMO HINGE EXTRUSION 810X.828 PH. FL SMS 33 1178 71058FP W,B 34 913A 6037341 TRUES CLAMP 35 1130 6TRODA 5116.18 THREADED ROD 38 690 7990NUTA 6116-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT 08 X.75 PH. FL TEK J 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 40 1023 879240 WSW. .167 X.250 HIGH, FINSEAL 41 928 41720 SLIDE 13OLT ASSY. (INACTIVE PANEL ONLY) 42 1145 761C12FPAW 46 X.500 PH FL SMS TYPE BUS 43 1212 7P3000 SILL DUST PLUG (INACTIVE PNL)) 44 9839 6983 DOOR PANEI. ASTRAGAL 1(OUTSWING) 45 9846 6894 DOOR PANEL ASTRAGAL 2 (OUTSWING) 48 1213 6Q200K W$TP.,Q -LON X HIGH 2.750 • I 47 928 74UBLOK .189 .200 LOCK,�IP /1y4SY. (41]07 $.4i708) • • i 1 1.000 --t ��'<t� �i • • ,,/ i� 2194 48 1139 7834F _* 86 760 PH. 14- S44 �� iii om • ;$ - n S ^ i, � � 1).10:41 J 3 $ y.1? ''.73(), - .4, • '�. ...tnttp�O`` 49 89 982 FD2PTAY 8R180F8 • 2 P LOCK /�Y•' • . • • RU B R SLEEVE �� 126 81 930 41721 S PL'1MERT1IAACTIVE PANEL) • • �-� TUBE MULL (�) � ' -" 806346 % 82 931 7FRSPX DEADBOLT STRIKE PLATE 63 1118 710X34PFA 010X.760 PH FL SMS 64 957 709571 DLE REV , • • • • 65 1118 710X34PFA • 11101X.750:HFL8818 • • ••; : : • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � c.080 - - 1• rR r1.750 4.728 r1.7501 YT1 4.628 -r- � 4.676 4.728 --11 I 1 .082 !I! .082 4.726 .082 250 I O WEATHER 37 CHANNEL STRIP 8083 -T5 6083- P1.375 2 (/� 4. 0 15 a P I � I 6 U a. a. tc J 0 N 09 IZ U I.1- 0 4.100 4.100 062 3.000 ( 4.000 4.876 II 8 �' 4.100 4i 0 DOOR FRAME 2.125 JAMB 6063•T8 128 • DOOR PANEL DOOR PANEL 3O T T6 TTOM RAIL 31 TT5 O 1+-1.900-•-i Ijj DOOR PAN INTERIOR ASTRAGAL 6083 -T5 y t}rj Reesker ADDED PART # 74 DOOR PANEL EXTERIOR ASTRAGAL 8083 -T5 -+ •1.678 O HINGE 32 6083 -T6 0 LL O i� }_.� +I I� -.626 t/! 3.856 3.111 126jj1 1 I l J I .760 .ObO �p 3,000 ��p� .1-72 ® .683 ILL .: 1.400 !` L MO .883 b� P FILLER n T. 1 1 3/8° GLAZING BEAD 73 8063 -T6 72 I E 060 TRUSS CLAMP HEAD ADAPTER 8063 -T5 �-- 7/18° GLAZING BEAD �83T8 N s4 1 O �3.000� 3.100 -►� --.1 1.�2 F+- • et j I � O 10 GLAZSJO BEAD SL JAMB 74 6063.76 6� 8083 -T8 121 v- 1.478 1.479 . 1111 1. 1 ate .076 •050 HEAD 8.085 8469 5212 ;A FRAME 1 8083 T8 0 - 2.980 ` •• • • • • • • .076 . ••� 4.688 _� • 080 tttttlllliti `.•••� � �M;�,,, `Q-• ✓ • W Jr _ � &Q� `�`;y`°� uJ \7445,...... � '• Ol��ti J�. ,'� °�YiiiiiIllitt ``` AO --Thl • • • • • 1.489 • • •• • • • • • • • : : 759 • � � V V .079 489 r;-1_11 J • rtr• •••-f- Fes- 3.100 -►I 3.000 • ••• • • • s • SL JAMB ;J; =soma THRESHOLD • • • 9L HEADER. • • • SL SILL $6 ADAPTER 11 6083•T6 • • • • { l p • • • 61 •6 �3 -T8 • • • . ti J �-• -. .• • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAD I ZONE "C" 1 SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD }—ZONE "ZONE "F " "ZOEEI HEAD HEAD I ZONE "D "ZONE "D" 1 JAMB ZONE "A" JAMB ZONE W r ZON EI "D" ZO N EI"D" SEE TABLE 4., SHT. 9 HEAD HEAD r— ZONE "D"-1— ZONE "F" HEAD 1ZONE "E" I JAMB ZONE 13' JAMB ZONE "B" HEAD HEAD I ZONE "Cr ZONE E" I A JAMB ZONE W ZONE ,ZONE' "D" 4 ZONE E" ' SEE TABLE 5., SHT. 9 SEE TABLE 8, SHT. 9 HEAD HEAD HEAD HEAD HEAD ZENE i 1—ZONE " ZONE "F "ZONE "F " "Z E" I SILL SILL SILL ILL ILL a SILL , L SILL SILL ( SILL SILL ZONE ZONE sl ZONE ZONE ZONE "E" ZONE "F" "E" • 440/NE•D "• • ZNE "F" • • "E" A "E" ZONE "F ZONE "F" "E" • SEE TABLE 7., SHT. 9 • lSEL•TA8LE7. 6Hli 9 • • SEE TABLE 7, SHT. 9 • • ` • • • • EXAMPLE OF ANCHORAGE FOR A 71 3/4" x 83 3 /4 "'XX' DOOR, • WITH 19" x 83 3/4" SIDE LITES (SEE SOLUTION AT RIGHT) •• ••• •• • • • •• NOTES: 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPAQING A,1 QQLLOWW" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS CALL): 131/4" MAX. FROM CORNGRS ANUS MAX.V.Ci , • • • HEAD & SILL OF DOORS: 6" MAX. FRO ERS, 9" MAX. €ROMnASTRAGA. C.1N'� 4 AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FR )M OROE,RS`AN :243/ ' MAX. . O.C. • • • • 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURAT1ON AaPVE THR AFE,t% THE APPROPRIATE TABLES ON SHEET 9. = MINIMUM JAMB ANCHOR LOCATION. = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3 -7 ON SHEET 9. EXAMPLE ANCHORAGESOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 • (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. • • ANCHOR LOCATION FOR EXAMPLE ABOVE A PRODUCT RENEWED ea complying with the Florida �ry Ff� �t Building Code 3 vL= 02.. Acceptance No 10mita(oxDamy y�„yZ,CJ17 It lam/ Dade Product Control w LT Z O O < N Deseripforg ANCHORAGE, ELEVATIONS Q 0 O It a 5 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ••• • • • • ••• • • • • • • • • • t • • • ••• • • • ♦ • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT RENEWED TABLE 3. X DOORS ® TABLE 4. XX DOORS ®, (ALSO X DOOR OF XO & OX) TABLE 6.0 SIDE LITE le TABLE 6. XO & OX L TABLE 7. OXO, XXO, OXX & OXXO APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (05) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. GLASS TYPES ANCHOR TYPE & SUBSTRATE A, 8, C, 0, E GLASS TYPES ANCHOR TYPE &SUBSTRATE A, 8, C, D, E GLASS TYPES ANCHOR TYPE &SUBSTRATE A, 8, C. 0, E GLASS TYPES ANCHOR TYPE & SUBSTRATE A, 8, C, D. E GLASS TYPES ANCHOR TYPE & SUBSTRATE A, 9, C, D, E 2,3, WOOD 1,2, CONC 2,3, WOOD 1,2, CONC 2,3, WOOD 1,2, CONC 2,3, WOOD 1,2, CONC 2,3, WOOD 1,2, CONC DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES POOR WIDTHS "X" - 25.50 TO 37.51 LOAD ZONES DOOR W D1T1S LOAD ZONES "X" • 25.60 TO 37.50 Q m x W 2 n x X; P(- JAMB "A° X - HEAD/SILL "C" X - HEADISILL"F" (USE W I TABLE 7.) "XX"- 47.75 TO 71.75 < m XX - HEAD/SILL "DMUSE.._ I ALSO W1 TABLE 6.) _ a- m 'x i rX - JAMB "A" XX - HEAD/SILL "D"(USE ALSO W/ TABLE 6.) XX - HEAD/SSILL "F' (USE W / TABLE 7.) "O" - 10.76 TO 36.76 m 4 o ' 0 to m 0 �_ �' o' X" - 25.50 TO 37. "XX - 47.75 TO 71.75 , m a 0 u d4 0 G ' i 2 m 0 lo B. 0 T 2 m - m 0 o _ yd' x - JAMB "A" - -� 0 - JAMB 'B" X -JAMB A' ANCHOR QUANTITY LOAD ZONE TABLES WIDTH x HT. WIDTH x HT. WIDTH x HT. SIDE LITE 7fl x HT. SIDE WIDTH 5 NT. 25.50 x 79.75 83.75 87.75 91.75 95.75 5 2 7 4 2 3 47.75 x 79.76 83.75 87.75 91.75 95.75 4 3 6 4 2 3 10.75 x79.75 83.76 87.75 91,76 96.75 4 1 4 1 10.75 x 79.7. 83.7.0 87.7 91.750 95.76 4 2 2 0 2 2 0 2 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH 4 2 4 2 4 2 4 2 4 2 4 2 ,21_2_, 42 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR W1DTII 10.75 x 79.75 83.75 87.75 91.7- 95.76 4 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH I 4 2 USE ANCHOR QUANTITIES FROM TABLE 3.OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4 2 5 2 7 4 2 3 6 4 7 4 2 3 4 1 4 1 4© 4 2 6 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 2 4' 2 27.50 x 79.75 83.75 87.75 91.75 95.76 6 2 7 4 2 3 61.76 x 79.75 83.76 87.75 91.75 95.75 5 4 7 4 2 3 12.75 x 78.75 83.76 87.75 91.75 95.75 4 2 4 2 12,75 x 79.750 83.75 87.7.0 81.75 95.76 2 0 2 2 - 2 2 12.75 x 79.75 83.75 87.7• 91.75 95.75 Q Q 4 2 2 2 4 2 6 2 7 4 2 3 6 4 7 4 2 3 4 2 4 2 4 2 5 2 7 4 2 3 5 4 7 4 2 3 4 2 4 2 4 2 6 2 7 4 2 5 5 4 7 4 2 3 4 2 4 2 4 4 4 2 6 2 7 4 2 5 6 4 7 4 3 5 4 2 4 2 4 2 29.60 x 79.75 83.75 87.75 91.75 95.75 5 2 8 4 2 3 55,75 x 79.75, 83.76 87.75 91.75 95.75 5 4 7 4 2 3 19,00 x 79,75 83.75 87.76 91.76 96.76 4 2 4 2 19.00 x 79.758 83.7 87.7 91.750 95.760 3 3 0 3 3 3 3 3 3 3 6 3 19.00 x 79.75 83.7• 87.7 91.75 95.7• 4 3 qi 4 a 2 6 2 8 4 2 3 5 4 7 4 2 3 4 2 4 2 fl 3 8 2 8 4 2 5 5 4 7 4 2 3 4 2 4 2 4 6 2 8 4 2 5 6 4 7 4 3 5 4 2 4 2 4 3 4 2 6 2 8 4 2 6 6 4 8 4 3 6 4 2 4 2 4 3 4 2 31.50 x 79.75 83.75 87.76 91.76 95.75 5 2 8 4 2 3 69.75 x 79,76 83.75 87.75 91.75 95.75 5 5 8 4 2 3 21.75 x 79.76 83.75 87.75 91.75 95.76 4 2 4 2 21.75 x 79.750 63.768 87.75 91,750 95.76 21.76 x 79.7• 83.75 87.75 91.7 85.76 4 3 4 2 6 2 8 4 2 5 5 5 8 4 2 3 4 2 4 2 4 4 2 6 2 8 4 2 5 6 6 8 4 3 5 4 2 4 2 5 3 3 4 2 6 2 8 4 2 5 6 5 8 4 3 5 6 2 4 2 4 2 7 2 10 4 2 5 6 5 8 4 3 5 5 2 4 2 5 3 4, 2 33.50 x 79.75 83.75 87.75 91.75_7 95.75 8 3 8 4 3 3 83.75 x 79.75 83,75 87.75 91,756 95.75 5 5 8 4 2 3 27.75 x 79.75 83.75 87.75 91.75 95.75 5 2 4 2 27.75 x 79.75 83.7 87.75 91.75 95.75: 5 3 II 3 3 • 3 3 27.75 x 79.75 83.75 87.75 81.756 95.75 fl 3 3 4 2 8 3 8 4 3 5 8 5 8 4 3 5 5 2 4 2 4 2 6 3 8 4 3 5 6 5 8 4 3 5 5 2 4 2 5 3 4 2 7 3 _10 3 10 4 4 3 5 3 5 5 8 4 3 6 8 6 2 2 4 4 2 2 6 3 3 4 3 7 8 10 4 3 5 4 3 36.50 x 79.758 83.75 87.75 91.75 95.75 37.50 x 79.75 83.76 87.75 91.76 95.75 6 3 8 9 8 4 4 3 5 3 5 87.75 x 79.76 83.76 87.75 91.75 96.75 6 5 8 g 8 �•�I 4 3 •S 5 •5 •5 38.13 x 79.76 • • 8175 •• 8875.7 •4375 •• 99.75 • 6 3 4 3 36.13 x 79.768 83.7. 87.7 91.7. 95.7 4 6 4 7 5 Q 5 7 5 36.13 x 79.75 83.75 87.75 91.7• 95.75 6 4 4 3 g• 3 4 3 8 4 4 4 3 3 8 3 8 4 3 5 15 8 $1 13 3 4 3 7 5 �1111urrlrr /j \`‘ 1 'N iii ,+c ... ......... �i�%. ``� �' • ? •' r: .' �' •i S,: 6'. i' a _ g c W a: 4-�y = z: ` Y: p_ 2 j' p o q N 4:' (ij\ i % .y•7 Z 111333 "` ,�Uj\ Ja J' �0,� •' .• i 7 3 10 4 3 5 7 6 101,.1 • .3 .5 r• - j 3 4 3 7 5 4 4 3 3 7 6 3 10 3 8 4 4 3 5 3 5 j 1 4Q+4 •3. • 5 7• 3 4 3 7 5 71.75 x 79.75 83,75 8 5 8 4 3 3 93• 5 (5) • 5 • • 36.75 x 79.75 83.76 • 6 3 4 3 36.75 x 79.75 83.7.0 87.755 91.7. 95.7 6 4 4 6 7 5 36.75 x 78.76 83.76 87.75 81.75 95.75 6 4 4 3 6 3 8 4 3 5 6 6 9 4 6 3 4 3 8 4 4 3 7 3 10 4 3 6 87.75 8 45. •9 4 87.573 4 3 7 5 4 3 7 3 10 4 3 5 9.5i 6. 10 4 3 •5• • • 94.75. 7••Z 4 3 ©5 4 3 7 3 10 4 3 5 • 95675 6. 10 04 •3 5 . eE jq; 7: 4 3 7 5 4 3 • • •• s • • • • • • • • • • • • • /'"'111111% '>.; ••• • • • • ••• • • • • • • • • • t • • • ••• • • • ♦ • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCK, NOTE 2 L 1 3/8" MIN. 3.4 KS MIN. CONC. 44: EXT. 1X WOOD BUCK, NOTE 2 — 1/4" MAX, SHIM WOOD — ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4' MAX. SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK, NOTE 2 1 314" 1 I MIN E.D. I MIN E.D. I • 1 3/4" TYPE 2 —1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) —r 1/4" MAX. SHIM - 3/4" MIN. E.D. 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8" MIN. EXT, 1/4" MAX, SHIM - WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1/4" MAX. SHIM :1- 1 %ICI ....• 1 3/4" MIN. E.D. , :---1- -.!....*.*'' • _i_. t 1.5 KB MIN. CMU OR 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 ....... CONC. ANCHOR, NOR 3, OTE 1 NOTE 1 EXT. NOTE 3 EXT. lei WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 1/4" MAX. SHIM r1 /4" MAX. _ WI ..... ..-.„- : 1 3/8" TYPE 1 IIIIIMI MA ., 1 3/4" TYPE 2 2X WOOD BUCK, NOTE 2 -4 SIDE LITE SILL (WOOD) CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 1 2 OR 3, EXT. NOTE 1 • 1 3/4" 1 3/4" MIK E.D. EXT. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1/4" MAX. SHIM ---1 14.1116110 MIN. E.D. WUI ( 1 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1.5 KV MIN. CMU OR 3.4 KSI MIN, CONC. 1 3/4" MIN. E.D. DOOR JAMB (WOOD) DOOR JAMB (CONC) 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DALIFtbURMUlp art.% mukMPDAVE MONTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMM DigjAIVEfRIM CE4ER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, 05 (TYPE 3) OR ELCO 1/4" SS4 CRELE-FLRXIPANICHORSIEMBENIOD 1 318" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAW /2-“Cle liWyBLIKtAPILIOPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION 0 T E STRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGti OF MILL THAI NOS' TIGHT Tel THE SaJBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REDWI6ED ETWEEN AND0WOODISUSSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • 1 3/4" 1 MIN. E.D.r. 3.4 KSI MIN. CONC. f DOOR SILL (CONC) IX WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 NB" MIN. 3.4 KSI MIN. CONC. EXT. --al MIN. E.D. SIDE LITE SILL (CONC) 1/4" MAX. SHIM 3/8" TYPE 1 1 3/4" TYPE 2 • • • • • • • • • : • .• • • • . • • • • • • • • • • • PRODUCT RENEWED as complying widt the Florida Building Code d:4 02. Acceptance No Expi.paii Date Miami Dada Product Control 0 0) 1— u) 0 UJ w (1) De `c."' < ckd CS LL 5 0 ‘1 y„, 4./ ...-1/\>>'s . , ••• • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • ••• • • • • • • 0 • • le • 4 • •• •• ••• • • M IAM MADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County 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 'PW 7011720/ 820" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD- 720 -820, titled "Series Fixed Window Installation Guidelines ", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami — Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and they kits been no change in the applicable building code negatively affecting the performance of this prAduct. •••••• TERMINATION of this NOA will occur after the expiration date or if there has been a revisigntrchange in the materials, use, and/or manufacture of the product or process. Misuse of this'N3A'as an efltlor *meet• of any product, for sales, advertising or any other purposes shall automatically terlAint e this NOR. Failure: to comply with any section of this NOA shall be cause for termination and removal•of NbA. • •••••• • ADVERTISEMENT: The NOA number preceded by the words Miami —Dade. County, JJoritla, and.. ; .. • followed by the expiration date may be displayed in advertising literature. If moo 'portion 406 NOA is displayed, then it shall be done in its entirety. MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315 -2590 F (786) 315 -2599 www. mia midade.sov /econom y • • INSPECTION: A copy of this entire NOA shall be provided to the user by the Atanufkatutit. or its' distributors and shall be available for inspection at the job site at the request of thekt}i4ditg Official.� • This NOA revises and renews NOA No. 11- 1110.15 and consists of this page 1 and evidengg p tges E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 Page 1 • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD- 720 -820, titled "Series Fixed Window Installation Guidelines ", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS I. 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 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL. -7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL -3850, dated' 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with F& 2010, prepared by manufacture, dated 04/29/13, signed and sealed by. Anthony i• • Miller, P. E. 2. Glazing complies with ASTM E1300 -09 • •• • •••• • .• •• • D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resoufeep•tER).: •. •. ••.• •••• • • • • ••.. ••.. E -1 • . • • • • • • .• • • •••• •. • • •• • • • • • • • Jaime D. Gaseoh,1'. E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas Interlayer" dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR- 14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers Tension of 1600 PSI. c) ASTM D39513 Test Methods for Rubber Property—Compression Set for 22 HRS 158 °F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL -7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL -3835 and FTL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS • •••• • 1. Notice of Acceptance No. 11- 1110.15, issued to PGT Industrreslortheirpertel,"PW- 701 Aluminum Fixed Window - L.M.I." approved on 02702522 and etpii ng oh . • • 02/19/14. E--2 .... •••• • . • .... .... •• •• • . • .. . • • • •. • • . • • • • •. • •... • • •• • • • • • Jaime D. Gascon,F-. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 • GENERAL NOTES: SERIES 720/820 IMPACT- RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH2). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI -DAOE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM 090 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, W000 SUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD 85 SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) MAX. 114' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM 01300-09. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 91300-09. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 334/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANC6I46RS 6486 COME INTO CONTACT WITH OTHER DISSIMILAR•MATERIALS • SHALL MEET THE REQUIREMENTS OF THE FLORIDA • BUILDING CODE FOR CORROSION RESISTANCE. • • • 9) REFERENCES: TEST REPORTS FTL -3835, 385,817212;6 • • ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AFBPA NDS FOR WOOD CONSTRUCTION - (2005) AND ADM ALUMINUM DESIGN MANUAL • (2005). • • 10) THE 720 SERIES USES A PVB INTERLAYER, THE 826 • SERIES USES AN S0 INTERLAYER. THE nom. 820 SERIES MAY ALSO 8E REFERRED AS THE 701 SERIES. • • • • •• • • 48" TIP- TO -T1P WIDTH 47' BUCK WIDTH -.- ..- 44.1/4' VISIBLE LIGHT WIDTH -.- B. SHEET 8H 8' MAX. A ° SHEETS 12' MAX. O.C. 6' J 4 MAX. SHEET _.A SHEET 8 96' BUCK HEIGHT 92- /4' VISIBLE LIGHT HEIGHT C SHEET7 1r MAX. O.C. 98" TIP TO TIP HEIGHT 1 He— 12' MAX. O.C. 8' MAX. TYP. FLANGED FRAME ELEVATION (TESTED UNIT). GUIDE TO SHEETS GENERAL NOTES 1 ELEVATIONS 1 GLAZING DETAILS 2-5 DESIGN PRESSURES 2-5 INSTALLATION, FLANGE 8 INSTALLATION, EQUAL -LEG 7 INSTALLATION, INT. FIN A 8 INSTALLATION, INT. FIN 89 CORNER ASSEMBLY 10 EXTRUSION PROFILES 10 PARTS UST 10 • • • • • FIGURE 1: 1r O.C. MAX. f 48" BUCK WIDTH --ee- -„� 45.1/4' VISIBLE LIGHT WIDTH D, SHEET7� SHEET 7 DESIGN PRESSURE RATING IMPACT RATING VARIES. SEE SHEETS 2-5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 6" MAX. - C SHE ET7 48' BUCK WIDTH 45-1/4" VISIBLE LIGHT WIDTH F, SHEET 8 8, SHEET 9 �+-- 2' MAX. E, SHEET 8 0, SHEET 9 96" BUCK HEIGHT 93- /4' VIS BLE LIGHT HEIGHT )e-- 12' MAX. 0.0. TYP. EQUAL -LEG FRAME ELEVATION (TESTED UNIT) 2' E. SHEET8 G. EET 9 5" MAX. O.C. 93- /4' VISIBLE LIGHT HEIGHT 96' BUCK HEIGHT F. SHEET 8 ^` H, SHEET 9 t.*"'.- 5" MAX. O.C. TYP. FIN FRAME ELEVATION (TESTED UNIT] SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK S12E FROM THE TABLES ON SHEETS 24, ANCHOR SPACING TO BE 6' MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. Ir O.C. MAX// 8" MAX. • 'SG "•IDUFCNTIP SE80!WGIIS ITERLAYER 8Y 8.!. DUPONT • DEINEMOURB 8 CO., INC.* • • • • •• • PRODUCT RENEWED as complying with the Florida Building Code Acceptance Dee w Z 0 5 O g 8 LL •11/ .0000 woes \t- (11YNN141/1 * $oo. x -8705 �O '�- TA7E F�� ' %,,,SIGNAL / /IIIIIIII' A. LYNN J1MUAER, P.E. P.E58706 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • • • • • • • • • • Description Shoot 9 T 7718' Teml 04 M..190' PVB - 3/18" HS) 2 •i it1 fern' HS.... PVB - 3/18 "HS) 2 1.1 8' I. 101113/115" 7116" A4.3/18' An ..000" PVB - 3/18" HS) 3 4 1.1 /t8" Lemt. 10 (3/18" 7.7/16' Air - 3/16" HS -.090^ AVE .3/18' HS) 3 5 7/18" Laml (3118' An • .090' SG • 3/16" An) 4 6 7/18' Lem? (31'1.,6••' HS -.090' SG • 3/16" HSI 4 . 41 1,1/ 1CLaml. y( 3/1a'Ty1It6�AM- 3118'HS- .080"SG- 3118 "1111) 5 • 'SG "•IDUFCNTIP SE80!WGIIS ITERLAYER 8Y 8.!. DUPONT • DEINEMOURB 8 CO., INC.* • • • • •• • PRODUCT RENEWED as complying with the Florida Building Code Acceptance Dee w Z 0 5 O g 8 LL •11/ .0000 woes \t- (11YNN141/1 * $oo. x -8705 �O '�- TA7E F�� ' %,,,SIGNAL / /IIIIIIII' A. LYNN J1MUAER, P.E. P.E58706 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ABLE 2: 7/16' LAMINATED GLASS STACK .090' PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS 3/18' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY Q 11 -7/8' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT ' FROM THE TIP - TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 3: ' Window Design Pressure ( +F, psf) for Glass Type 1 Lang Side 611) 67.718 72 76 80 84 88 92 08 100 104 109.112 6 t. m 30 +140 +1.80 +1.80 +1.60 _ +180 +1.80 040 +140 +1-W 080 +180 32 +1-80 +1 -80 0-80 +/•60 +/80 +I -80 +1.80 0.80 +143 +1.80 +1-80 34 + / -80 +1.80 +1.80 +1.80 +/40 +1-60 +1.80 +140 0.80 +1 -79.8 +1.79.4 38 0.80 +180 0 -80 080 +/80 +/ -80 0.79.7 +i- 77.2 +/-75.1 +1.73.4 +1 -72.2 38 0.80 +/-80 +180 +180 +140 +/- 78.1 0.75.2 +/ -725 +670.3 +1.88.5 +186.3 40 +/80 .+/ -80 +140 +1.79.0 +1.77.3 +4143 +/.71.3 +147.9 +145.1 +143.4 +141.8 42 0.80 +1.80 +1.80 +1 -77.4 +144.3 +1.713 +/ -68.2 +/ -84.7 +141.6 +1. 59.8 048.2 44 080 +1.80 +1. 78.9 0.75.4 +1 -72.i 0.889 045.6 +/-822 +/49.7 057.5 4 -80 46 +180 4 -80 0.77.2 +/- 73.8 0- 761 086.8 +1415 +/ -003 +147,7 48 +1-80 46 +/ -80 +/ -79.3 +1 -75.8 +/ -71.9 +1-68.3 084.9 041.5 +/ -58.2 t 48 50 +1.80 +1-77.5 +1.74.1 +1-70.3 048.7 +1.811 +1-591 52 0- 791 0 -75.8 +1-72.4 +146.8 +1.65.1 +1.61.5 067.5 54 +1.774 +1.73.8 +405 +147.3 +143.5 +1- 73.5 4495 58 +/- 75.8 0.72 0.688.8 +/ -85.3 +1-79.6 +1 -78 +471.8 58 +1. 74.2 0. 70.3 086.8 +1.80 4 -80 +1.77.5 +/ -73.8 80 +1.727 +146.7 +145 58 +1 -80 +1- 79.4 4.75,4 62 +671.2 +147.1 60 +1.80 4 -77.6 +1.73.5 - - - 84 +14417 +1 -86.5 82 +/80 +/ -75.8 • • • . 88 +1.663 • 64 +/ -788 4.74 • 87.718 +1.87 • • 66 +1.77.2 7/16' LAMINATED GLASS STACK .090' PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS 3/18' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY Q 11 -7/8' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT ' FROM THE TIP - TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 3: ' Window Design Pressure ( +6, psi) for Glass type 3 Lang SRN (In 87 -718 72 78 80 84 88 92 98 100 104 109 -112 30 +140 +680 +1-80 +1.80 +180 +/80 +1-80 +.80 +680 +/ -80 +/ -80 32 +160 0480 +1.80 +180 +740 + /-80 + /40 + /40 +143 +180 +1.80 34 +/ -80 0.80 0.80 040 +140 040 +1.80 +/.80 +1.80 +1.80 0.80 38 +/-80 +1 -80 +1 -80 +140 +480 +1.80 +1 -80 + / -80 +1.00 080 +1 -80 38 +1.80 0.80 .1-80 +1.80 040 +1 -80 +7-80 +1-80. +1. 79.4 0 -78.4 +1.74.3 40 +/-80 ./.80 +140 +1.80 +180 +1 -80 +1 -80 0.787 +1-73.5 +1 -70.9 +149 42 41-80 040 0.80 +140 +180 0.80 4 -77 +6731 +189.6 486.9 046.2 44 + / -80 4 -80 + / -80 +1.80 +140 +1-77.8 +1.74.1 +1. 70.3 487.6 +143,9 48 +1-80 + /.80 +680 +1-80 +1 -79.2 +/ -75.4 +1- 71.7 4481 +185.1 t 48 0 -80 0 -80 +1.80 4 -80 +1 -772 +/- 733 469.5 445.8 50 +1.80 4-80 4.80 0. 79.4 +/-75.3 +1 -71.3 067.5 g 52 +7480 +680 4-80 +7 -77.7 +1- 73.5 4495 54 + /.80 + /.80 +1-79.6 +1 -78 +471.8 58 +1.80 4 -80 +1.77.5 +/ -73.8 58 +1 -80 +1- 79.4 4.75,4 60 +1.80 4 -77.6 +1.73.5 - - - 82 +/80 +/ -75.8 • • • . • • • • • • 64 +/ -788 4.74 • • • 66 +1.77.2 • •• • • • • ••• • 87-7/8 +1.74.9 • • • • • • • • • 5/8' GLASS BITE EXT� GLASS TYPE 1 1.1/16' NOM. GLASS STACK 3116' TEMPERED GLASS 7/18' AR SPACE USED AT CURVED FRAME MEMBERS ONLY 4$ 11 -7/8' 0.C. MAX. NOTES: • • • • • • • • 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT ' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. • ••• ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • 4 SHORT SIDE _7_._. �- - -• LONG SIDE -a 1+--- LONG SIDE '- SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16' LAMINATED GLASS STACK 3/18' HEAT STRENGTHENED GLASS 3/16' ANNEALED GLASS .090' PVB INTERLAYER EXTERIOR GLASS TYPE 3 6/8' GLASS BITE 0 SHORT SIDE SHORT SIDE J LONG SIDE ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •••• ••• • • • ••• • • PRODUCT as Y BP Florida Raise Code 2 n, 0 Aeoegtence No +.4.1 Expindop Miami 664 Product 7c50 T j a "SW 8 6Op80 �0LL111.YNN1 /7 // *1 No. 58705 ' • STA E '/ s S /ONAt. E,,.`• '111111IIIII A. LYNN MILLER P.E. P.E.• 68706 • NOTES: BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP - TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND 1E70 THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/18' LAMINATED GLASS STACK 090' PVB INTERLAYER 3/18" HEAT 3/16" HEAT STRENGTHENED GLASS y STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY ®11 -7/8" O.C. MAX. 1.1/18" NOM. __ GLASS STACK 3/18" TEMPERED GLASS 7/16' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 411 11.7/8' O.C. MAX GLASS TYPE 2 •• ••• • • • • • •• • • • • • •• ••• •• • • • •• • • • • EXT • ••• ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • •• • 7/16' LAMINATED GLASS STACK -3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 5/8' GLASS BITE GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. T SHORT SIDE 1 T- SHORT SIDE H.- LONG SIDE f+- LONG SIDE -+-' W000CT RENL'WSD •.omplytlng.AU. dln Pioddx '^ M/1r V 2`,1^�j fD a 2 G. osa0 0 0 aN 0410 0 LL 0 M Wag Pg Z cauas \`� •y10ENS .. 4it /i •. 7iC 'k No. 56705 gyp, SAC FS • 14 ',SS ■ONA\- E A. LYNN MILLER, P.E. P.E.468705 ••• • • • • ••• • • • • • • • • • • • • • •w• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Window Design Pressure (+l-, psf) for Glass types 2 8 4 Long Side (In) 67.7/8 72 76 80 84 88 92 96 100 104 109 -112 112 116 120 124 128 132 138 140 144 .6 its m 30 +140 .1.80 +I.80 + /.80 + /-80 + / -80 +14(1 +1.80 +1-80 +/.80 * /.80 +1.80 +1 -80 ./-80 +f -80 +140 +1 -80 +1.80 +1-80 •I.80 32 4.80 +1.80 +/•80 + /-80 +480 .1.80 '.1.80 .480 .1.80 +1-80 .1.801 .140 +1-80 +/.80 -1-93 .1.80 +1.80 + /-80 + / -80 34 ..480 .1-80 +1 -80 . /-80 +/-80 +/-80 N-00 +1.80 + /.80 +480 +1.80 +/ -80 + /-80 */ -80 +1 -80 +1.80 +/ -80 36 + / -80 +/ -80 +/ -66 +/.80 + /.80 + /.80 *1.80 +/ -80 . /-80 +1 -80 .1.80 .1.80 + /-80 +1.80 +1-80 +1.80 38 + / -80 +/.80 + /.80 *1.80 + /.80 ./.80 .1.80 ./ -80 * / -80 +/-80 +/-80 +/S0 +1.80 +1-80 40 +f -80 +1.80 +/-80 + /.80 . / -80 +/ -80 +/.80 + /.80 +/-80 + /.80 +f-80 +T-80 42 + /-80 . 1-80 +1.60 +/-80 +1.80 ./ -80 . /-80 */-80 ./-80 +1-80 +1.80 44 4-80 + / -80 .J-8f1 +1 -80 +1.80 .1.80 •/ -80 H•80 +1.80 +t -� 46 +f$0 . / -80 . /.60 .160 480 +f 80 +IAO +18(1 */ -BO 46 + /A0 +1.80 +1.80 + /40 +480 .1.80 +/ -80 +480 50 +1.60 +480 +/-80 +480 + / -80 +1.80 ./.80 52 ./.80 +1-80 +1 -80 +1-80 ./ -80 *479.1 54 . /-80 . / -80 . /-80 a1 -80 H -78.6 56 .1-80 * / -80 + /-60 .1.79.1 58 .1.80 H -80 - 60 .1.80 0-80 +1 /-79.79. 3 62 H-80 *1-80 64 . /-80 +/.80 86 ./ -80 67.7/8 0-80 NOTES: BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP - TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND 1E70 THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7/18' LAMINATED GLASS STACK 090' PVB INTERLAYER 3/18" HEAT 3/16" HEAT STRENGTHENED GLASS y STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY ®11 -7/8" O.C. MAX. 1.1/18" NOM. __ GLASS STACK 3/18" TEMPERED GLASS 7/16' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 411 11.7/8' O.C. MAX GLASS TYPE 2 •• ••• • • • • • •• • • • • • •• ••• •• • • • •• • • • • EXT • ••• ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • •• • 7/16' LAMINATED GLASS STACK -3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 5/8' GLASS BITE GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. T SHORT SIDE 1 T- SHORT SIDE H.- LONG SIDE f+- LONG SIDE -+-' W000CT RENL'WSD •.omplytlng.AU. dln Pioddx '^ M/1r V 2`,1^�j fD a 2 G. osa0 0 0 aN 0410 0 LL 0 M Wag Pg Z cauas \`� •y10ENS .. 4it /i •. 7iC 'k No. 56705 gyp, SAC FS • 14 ',SS ■ONA\- E A. LYNN MILLER, P.E. P.E.468705 ••• • • • • ••• • • • • • • • • • • • • • •w• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i 1 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 1 P.O. BOX 1529 NOKOMIS, FL 34274 (941)- 480 -1600 FIXED WINDOW INSTALLATION GUIDELINES igl 4/12/13 DESIGN PRESSURE TABLES 3 lJ ROSOWSKI PW-820 ll NTS 111 4 OF 10 1,?, 11 MD- 720 -820.1 l�l 72 • 80 84 88 92 98 100 4111 '440 000S ``�L1111111///// ` \.A.�ON"( LYNN 99./.4„ i,i ,• 4lCEN34. .F"P *' No. 58705 _ : , . ' ( �., STATE F • 44/x ,' IONA. g",.° / /1/411111,, A. LYNN MILLER, P.E. P.E.4/ 56705 ?power RENEWED m co.np1Y4n8 with I idu Cotto o Acooptesam No I Y.11,r 5 L TABLE 5: 7/16• LAMINATED GLASS STACK .090' SG INTERLAYER 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY 11-7/8' 0.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT • FROM THE TIP - TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN - FRAMED WINDOWS. TABLE 6: Window Design Pressure ( +1-, psf)forGlass Type 6 Lang Side (in Lang Side (in 87.7/8 72 76 80 84 88 92 98 100 104 109-1/2 . ti 2 w 30 +901.125.4 +90/.120 +901.115.5 +93.111.5 +93- 108.5 4901.106 +901 -1045 +90/ -103.5 +90-102.5 +93.100.7 +90197.9 32 +901-116.9 +93.110.8 +90/ -105.3 *93 -101.6 +90/-98.7 +901.95.7 +93 -92.3 +90/90.6 •93 -90.3 +489.9 +1.89 34 +90/-108.9 +93 -103 +901.988 +93 -95.1 +9331.8 +1.86.2 +1.84.4 +481.5 +1.80.1 ./.79.8 +/.79.4 30 +941.102.6 +93.97.1 +93 -928 +1 -98.9 +/ -85.5 */ -82.6 +1 -79.7 +/ -77.2 +1 -75.1 +143.4 +4•722 38 +93 -994 +90/- 92.2 +1-897 +483.2 +1 -80.7 +1 -78.1 +1 -75.2 +1 -725 +4.70.3 +/48.5 ./.88.3 40 +93 -94.6 +1.88.2 +1 -82.8 ./ -79.8 +477.2 +/.74.3 +1 -71.3 ./ -67.9 +/45.1 +/83.4 +1 -01.9 42 +901 -91.3 +11347 430.7 .1-77.4 *1 -74.3 +141.3 +1 -682 +184.7 + /-81.6 +1- 59.8 +1-582 44 +/88.3 .1 -82.4 +1 -78.9 ' 75.4 +-72.1 +/-689 +1-65.6 +1-022 +/59.7 +1 -57.5 +/ -89.1 40 +1 -85.4 *1.80.8 .1 -77.2 +1-73,6 +/.70.1 +/ -688 +463.5 +7 -60.3 +157.7 +93.98.5 +93.91.3 48 +1.827 +1.79.3 +1 -75.8 +1 -71.9 +/ -68.3 +/ -84.9 +181.5 +158.2 4 48 +93.93.5 50 ./-80.9 .1 -77.5 .1.74.1 +1-70.3 *186.7 44-83.1 +1 -59.7 0 50 52 +/.79.1 +1.75.6 +1 -72.4 +1 -88.8 +485.1 +1 -61.5 E 64 +1.71.4 +/.73.8 + /•70.5 44.67.3 4.63.5 +1.89.5 56 +1 -75.8 +1 -72 +4-68.6 +1.65.3 44.76 +1 -71.8 68 +1.74.2 4 -70.3 +1.86.8 '/81.4 ./ -77.5 +/ -73.8 60 +1.727 +1887 +1-65 +/ -83.8 +/.79.4 +1.75.4 62 +471.2 *147.1 60 +1.821 .4-77.6 +/.73,5 64 4.69.7 */ -85.5 82 +/.80.4 +/ -75.8 - _ • • • • • • 86 +/ -86.3 64 '•78.8 +474 • • 87 -7/8 44.67 • 68 +1.77.2 • 7/16• LAMINATED GLASS STACK .090' SG INTERLAYER 3/16" ANNEALED GLASS 3/16" ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY 11-7/8' 0.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT • FROM THE TIP - TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN - FRAMED WINDOWS. TABLE 6: 5AY GLASS 8/78 EXTERIOR, GLASS TYPE 5 1.1/16" NOM. GLASS STACK 3/16' TEMPERED GLASS 7/18" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 11 -7/8' O.C. MAX. NOTES •• ••• •• • • • •• ) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT • FROM THE TIP - TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AID EQUAYrkEe WINDO 4 QO NOIUSE WITH Fll1- FRAME WINDOWS. • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • i SHORT SIDE 1 SHORT SIDE 1 �-+-- LONG SIDE -- ' TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. _ 7116' LAMINATED GLASS STACK - -3/16" ANNEALED GLASS - 3/16" ANNEALED GLASS .090" SG INTERLAYER 5/8" GLASS BITE 1 TERI GLASS TYPE 7 SHORT SIDE SNORT SIDE LONG SIDE ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Window Design Pressure ( +6, psf) for Glass Type 7 Lang Side (in 67.718 72 76 80 84 88 92 98 100 104 109 -1/2 30 +93.130 +90/ 130 +93-130 +93.128 +9 1 -122.6 +90/ -119.8 +93.1181 +93.117 +901-115.8 +901 -112.7 +93.109.9 32 +901.130 +93- 25.1 +90/-118.9 +93.114.8 +901.111.5 +93.108.1 +93-1043 +901.102.4 +90/ -102 +93.101.4 +90-99.7 34 *901.123.1 +93 -1104 +90/ -111.7 +93 -107.5 +901.103.8 +93 -99.7 +93.95.3 +90492.1 +93.90.5 +490 4.89.6 36 +93 -110 +90.109.8 +93.104.8 +93.100.5 +93 -966 +90493.3 0-93 4.87.3 +144.9 +482.3 ./-81.2 38 +93 -111.2 +93404.2 +93.97.9 *901 -94 +901 -91.1 4.682 4 -84.9 +/- 61.9 4.79.4 4.76.4 *1 -74.3 40 +907-108.9 +9399.6 +90.93.4 +90/90.1 0-87.2 *1484 +480.5 *1 -767 +1115 */ -70.9 .149 42 +93 -103.2 +9335.7 +90191.2 +/87.4 */84 + /.80.6 *1.77 +1.731 +149.8 +1 -66.9 44.85.2 44 +901.99.7 +93-93.1 +/ -89.1 +/ -85.2 +141.4 44 -77.8 +474.1 0.70.3 +187.5 +1 -63.9 .E 46 +93.98.5 +93.91.3 .137.2 +7.83.2 +1 -79.2 +1 -754 +1-71.7 +188.1 '/85.1 4 48 +93.93.5 +1.89.6 ./-85.4 '.81.2 +/ -77.2 +/ -723 +/-49.5 +1.858 0 50 +93.91.4 +147.8 +1 -83.7 +/ -79.4 +1 -75.3 4 -71.3 +/ -87.5 E 52 +/ -89.4 +/.85.5 +/ -81.8 ./. 77.7 +/ -73.5 +1.89.5 'n 54 +147.6 +/.83.4 +1.79.6 44.76 +1 -71.8 56 +1456 '/81.4 ./ -77.5 +/ -73.8 58 +/ -83.8 +/.79.4 +1.75.4 60 +1.821 .4-77.6 +/.73,5 82 +/.80.4 +/ -75.8 - _ • • • • • • • • • • 64 '•78.8 +474 • • • • • • • 68 +1.77.2 • .• • • • • : • • • . • 87.7/8 +04.9 • • • • • • • • 8 5AY GLASS 8/78 EXTERIOR, GLASS TYPE 5 1.1/16" NOM. GLASS STACK 3/16' TEMPERED GLASS 7/18" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 11 -7/8' O.C. MAX. NOTES •• ••• •• • • • •• ) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT • FROM THE TIP - TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AID EQUAYrkEe WINDO 4 QO NOIUSE WITH Fll1- FRAME WINDOWS. • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • i SHORT SIDE 1 SHORT SIDE 1 �-+-- LONG SIDE -- ' TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. _ 7116' LAMINATED GLASS STACK - -3/16" ANNEALED GLASS - 3/16" ANNEALED GLASS .090" SG INTERLAYER 5/8" GLASS BITE 1 TERI GLASS TYPE 7 SHORT SIDE SNORT SIDE LONG SIDE ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT • FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINOOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE ANO EOUAL-LEG WINDOWS. DO NOT USE WITH FIN - FRAMED WINDOWS. 7/18' LAMINATED GLASS STACK .090' SO I4TERLAYER 3/18' HEAT 3/16' HEAT STRENGTHENED GLASS ■gy STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY el) 11 -7/8" O.C. MAX. 5/8' GLASS BITE EXTERIOR a 14/16' NOM. GLASS STACK 3116' TEMPERED GLASS 7/16' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 11.7/8" O.C. MAX. •• ••• • • • • • •• GLASS TYPE 6• • • • • • • • • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • 111 7116' LAMINATED - -- GLASS STACK 3/16' HEAT STRENGTHENED GLASS 3/16' HEAT STRENGTHENED GLASS •090' SG INTERLAYER 5/8' GLASS BITE EXTERIOR G] 22 21 GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. SHORT SIDE SHORT SIDE -�-- -- LONG SIDE LONG SIDE SHORT t..._ SIDE SHORT SIDE LONG SIDE Byoo r de d i RODUCV RE� mPt .1 Ronda 01 P7 e42. W z w 5 0 g z_ 11� L4. *9/) 2 cc -7 umolq MOO 'oN 0410 0 LL 0 9) 100+0 2,531- N seises Q��••.• ,10ENSF'•••FiP ` No.58705 '7 (03 - fil �NAt. 1)1 IniOE�. A. LYNN MILLER, P.E. P.5.1 58705 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • Window Design Pressure ( +1., psi) for Glass Types 8 & 8 Long Side (9) 140 144 67 -7 /8 72 76 80 84 88 92 90 100 104 109412 112 116 120 124 128 132 136 ,-. 8 1 to 30 +900 -130 +90 -130 +907130 +901 -130 .90 -130 +90 -130 +907133 +90 -130 +90.130 +907130 .907133 +907130 +901 -130 +001 -930 +901 -130 +90/.130 +90/ -130 +901430 +901430 +901 -130 32 +90/430 +90/ -130 +607130 +90/ -130 +90/ -130 +90 -130 +901.130 +007130 +901.130 - +901.130 +90.130 +901.130 +90 -130 +907130 +90 -130 +90.130 +907130 +90/ -130 +907130 34 +90 -130 +901.130 +90.130 +901.130 +901.130 +90 -130 +90 -130 +90/.130 +901.130 +90/430 +90.13D +907130 +90.130 .90.130 .90/-130 +90 -130 .901-130 36 +90 -133 +90 -130 +90/ -130 +90 -130 +907130 +907130 +907130 +901 -130 +901 -130 +90.130 +90713) +901 -130 +901 -130 +90/.130 +901 -130 +901430 30 +90.130 +001 -130 +907130 .00 -130 +90 -130 +901 -130 +900.130 +900 -130 +900 -130 +907130 +90.133 +900.130 +007129.2 +901427.3 40 +90 -130 +900.130 +907130 +90/.130 +90.130 +90/ -130 +90 -130 +904130 +907130 +90128.8 +90.123.2 +90/.122 42 +90 -130 +901 -130 +90 -130 +901 -130 +907130 +907130 +90/-130 +90/-129.3 +90.123.2 +90.119.7 +90.116.4 44 +90 -130 +901-130 *90-130 +90 -130 +90 -130 +90 -130 +90 -130 +90 -124.5 +907119.4 +90/.115 46 +90 -130 +907130 +90 -130 +90/ -130 •90 -130 +907130 +99' -126.9 .90-120.5 +907115.3 48 +90 -130 +90 -130 +90 -130 +90 -130 +90430 +907129.7 +90 -123 +904105 50 +901430 +907133 +901-130 +90-130 +90-130 +907126.2 +99.47119.5 52 +90/ -130 +90.130 •90.130 +90 -130 +907130 +88.84123 54 +907130 +90430 +90 -130 +907130 .98.8-120.1 56 +90 -130 +907130 +90/.130 +894/ -129 58 +90 -130 +90.130 +90 /.130 60 +90430 +901.130 +69.81.129.3 62 +90430 +90 -139 64 +90 -130 +90.130 66 +901-130 6777/8 +907130 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT • FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINOOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE ANO EOUAL-LEG WINDOWS. DO NOT USE WITH FIN - FRAMED WINDOWS. 7/18' LAMINATED GLASS STACK .090' SO I4TERLAYER 3/18' HEAT 3/16' HEAT STRENGTHENED GLASS ■gy STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY el) 11 -7/8" O.C. MAX. 5/8' GLASS BITE EXTERIOR a 14/16' NOM. GLASS STACK 3116' TEMPERED GLASS 7/16' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 11.7/8" O.C. MAX. •• ••• • • • • • •• GLASS TYPE 6• • • • • • • • • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • 111 7116' LAMINATED - -- GLASS STACK 3/16' HEAT STRENGTHENED GLASS 3/16' HEAT STRENGTHENED GLASS •090' SG INTERLAYER 5/8' GLASS BITE EXTERIOR G] 22 21 GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. SHORT SIDE SHORT SIDE -�-- -- LONG SIDE LONG SIDE SHORT t..._ SIDE SHORT SIDE LONG SIDE Byoo r de d i RODUCV RE� mPt .1 Ronda 01 P7 e42. W z w 5 0 g z_ 11� L4. *9/) 2 cc -7 umolq MOO 'oN 0410 0 LL 0 9) 100+0 2,531- N seises Q��••.• ,10ENSF'•••FiP ` No.58705 '7 (03 - fil �NAt. 1)1 IniOE�. A. LYNN MILLER, P.E. P.5.1 58705 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • INSTALLATION TYPE A 0 EDGE DISTANCE 2X WOOD BUCKSTRIP - -- OR FRAMING, SEE NOTE 2, THIS SHEET WINDOW BUCK HEIGHT TIP -TO -TIP WINDOW m 0 EXTERIOR EMBEDMENT 1 T L1/4' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11.7/8' O.C. MAX. EDGE DISTANCE INSTALLATION TYPE C • EMBEDMENT {�. 114' MAX V SHIM O INSTALLATION TYPE B 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET EMBEDMENT ila i ;II l'�e •I•AVt tAtA 1 V`A1`V`- AUV61PY _rrrerrly, _ 1 EDGE DISTANCE EXTERIOR CONCRETE/CMU PER ANCHOR REQUIREMENT HEIGHT VIS BLE #12 SELF-DRILLING SMS MS LIGHT (05), SEE TABLE 8, \ ' TABLE 8: HEIGHT • THIS SHEET \\ WINDOW BUCK •�1u1 it tQ>:_t� I,1 I HEIGNT- INSTALLATION I zala" M METHOD d INSTALLATION ANCHOR UNDERADATH THE / BEADING EXTERK)R MIAMI-DADE APPROVED MULLION ',6 21 O 3T FRAMING O STEEL STUD. ": SEE SUBSTRATE PROPERTIES, © , ems, TABLE 8.TH15 SHEET / 1/4' MAX SHIM -�� MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. ��— `\\ It, - % SEE NOTE 2, THIS TSHEET 4 •• • • • •• �. 9 ..• Ilw • .. •CONCRBNE KR EMBEDMENT •. •• • i • ' •ANtlHOR • INSTALLATION NOTES_ L .• " i'•, • • • w••HE, /!unma1• • • • • • • - • • 1 USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. m it LE LIGHT WIDTH = VISIBLE WINDOW BUCK WIDTH - 2 -3/4' WINDOW BUCK WIDTH TIP TO -TIP WINDOW WIDTH 4 HORIZONTAL SECTION A -A CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Subelrale Mtn. Edge Distance Min. Embedment Max O.C. S•acin•. #12 or #11410 38 Screw .. Soot .m Ina _ -) •/ _• -r: t ' Aluminum, 8083-75 min. 3/8' 0.083' • 12• A38 Steel 318' 0,083' • 12' Steel Stud, Or. 33 min. 3/8' 0.045' (18 Oa) • 12' #12 or #14 Steel Screw (05) P.T. Southern Pine (80.0.55) 9/18' 1.3/8' 1? Aluminum, 8083 -75 min. 0.083" • 12' A38 Steel 318' 0.083' • 12' Steel Stud, Gr. 33 min. 3/8• 0.045' (18 Oa) • 12' 114. 410 83 GelaFUx Ungrouted CMU, (ASTM C-90) 2.112' 1 -1/4' 12' Concrete (min. 3.35 keg) 1-314' 12' 1/4' Steel Ullneon Concrete (min. 2.85 kei) 1' 1.3/4' 12' Concrete (min. 2.85 kid) 2-1/2' 1.3/8' 12' Ungrouted CMU, (ASTM C-90) 2-1/2' 1 -1/4' 12' Grouted CMU, (ASTM 0-90) 2-1/2' 1-3/4' 12' 5118' Sleet Ulirecon Concrete (min. 3.5 kd) 1 -1/4' 1-3/4' 12" Grouted CMU, (ASTM C-90) 2.1/2' 1 -3/4' 12' INSTALLATION �+ EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE AND EDGE DISTANCE PER TYPE B • • • • • • •SUBSTRATE, SEE TABLE 8, }HIS SHEET VERTICdI. SEC�'ION B -Q' ; ; • • • • •- • • • •• • • • •• • • • • • • • • • • • •• • 2. W000 BUCKS DEPICTED ON THIS SHEET AS "1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. W000 BUCKS DEPICTED AS '2X" ARE 1 -1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IP APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. PROOUCI'RBNEWED axc y a ththe Florida Building Miami I3 do P°odt d Control �zq M zif 0700 W 2 C O 5 8 LL NY 1 4 .0J0 a 0 5 Z 5 OM0 0 LL 0 CO t50iS 0 /I!/ WOO 00/05 \` \\ NI * No 58705 7. ar STA EOF •��� ,;SS'ONAL A. LYNNMILLER, P.F. P.EJ188705 • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE DISTANCE .. OR FRAMING. SEE TYPE G TYPE F — " NOTE 2, THIS SHEET _ EMBEDMENT INSTALLATION 1X W0008UCKSTRIP, - -- -f --- EMBEDMENT SEE NOTE 2, THIS SHEET Isiwww•wiomi EMBEDMENT L (� 1/4• MAX i SHIM TYP. ANCHOR TYPE, EMBEDMENT AND TYPE E EDGE DISTANCE PRODUCT RENEWED O�� 2 03 6tgii�IkA �Q �20.i. i Acceptance No M bade Product M ` • b ;,l u , • •., • . -� . - EDGE DISTANCE PER SUBSTRATE, 1 1 , 0 SEE TABLE 9. THIS SHEET ,..,,,,,.�a i t)—ro��i 1 1 EDGE �� DISTANCE ,., ,,.I. 2" -7-11111 . Lto, — WINDOW BUCK O LSH MAX LJ-�' -: �F� 1i! �, i� II, a�i � SHIM TYP. ANCHOR TYPE. DISTANCE PER SUBSTRATE, 0 EMBEDMENT AND EDGE SEE TABLE 9, THIS SHEET USED AT CURVED Q FRAME MEMBERS ONLY tt, v '. .... ' IN EXT 1 ; �° 11 EXTERIOR 1.01 Q 11 s� t 1-718' 0.0. MAX. O b CONCRETE/CMU WINDOW BUCK WIDTH- 2.3/4' REQUIREMENT WINDOW BUCK WIDTH re ( CONCRETE /CMU PER ANCHOR HORIZONTAL SECTION C -C REQUIREMENT N O M A °z LL to U- a 0 (W.3 O 4 > co 0 ti c p 0 . 0. Z 'd` W w j () OZ 1= g to LL EQUAL -LEG INSTALLATION PiJ ROSOWSKI ^B Q N d D/A0 0 It- 0 r 1iiD4S Z Lei n HEIGHT — 1/4" MAX. SHIM •- ••+ -•- #12 STEEL / //% SELF - DRILLING SMS (G6). SEE THIS TABLE EET \ ` ''UM INSTALLATION VISIBLE HEIGHT = WINDOW BUCK HEIGHT • 2-3/4" �� A Alai-MI I TABLE 9: Anchor Substrate Min. Edge Distance MM. Embedment Max O.C, Spacing #12 or 814410 SS Screw P.T. Southern Plne (S0 =0.55) 9/18" 1-3/8' 12" / Al % __.__ "- Aluminum, 608376 mM. 318' 0.083' • 12' A38 Steel 316• 0.063' • 12' TYPE__ .. EXTERIOR steel Stud`or. 33 min. 3!8' 0.045' (18 Gs) • 12' #12 or 8Na18orew (O5) P.T. Southern Pine (SG =0.65) 9/18' 1-3/8" 12' _ or' f Aluminum, 808375 min. 3/8" 0.063" 12" A38 steal 318' 0.083'' 12' ® '9' Steel Stud, G. 33 318' 0.047 Ga)' 12" ./iii// MIAMI -DADE APPROVED MULLION (SEE L FRAMING NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. 0 SEE SUBSTRATE PROPERTIES, I TABLE 9,THIS SHEET 1 /4' 410 SS CroteFlex min. Uri/platted CMU, (ASTM CAD) 2-1/2" (18 d -1 /r 12' Conerete (min. 3.33 MS 1' 1.314' 12' • 1/4' Steel Ullrecon Concrete (min. 2.85 kaf) 1' 13/4' 12' ( � © COMM* (min. 2.85 ks1) 2.1/2" 1.318' 12' �yr "�• %Imputed CMU, (ABTM CAD) 2-1/2' 1 -1 /4' 12' 1 r•' I �,, 1 1 1M" MAX SHIM Grouted CMU, (ASTM 090) 2.1/2' 1-314' 12' O i 5/18' Steel UBrecon Concrete (min. 3.5 kal) 1 -114' 13/4' 12' 1 :�1 Grouted CMU, (ASTM 090) 2.1/2' 13/4' 12' �� "MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. . -Iiii T 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET en 'osop seues 1 ' \00 , 1 r // \`"' '...C:41 / :*. CENT 'i No.58705 .%Y _ ? % 0 '• �" -1/ %. '., STA • Cd i •'• 4, i 'n ,,• Flo ION •`\.- \. . /� ...• , ' / /Str /�N�� 1� .\\` A. LYNN MILLER P.E. P.E.6 68105 EMBEDMENT • • ••CONCREITE . • • • , • • '•' '. , ..•, •. ,•. •: • • PER •AN, • • M(STAlLAT10N NOTES_ •RE"1 ' MEN? . • • r • 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. "1X'. • •. • • • ° ° INSTALLATION 2. WOOD BUCKS DEPICTED ON THIS SHEET AS ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2'. 1X WOOD BUCKS ARE "2X' TYPE F DISTANCE TYP. ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNTT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS ARE 1 -1/2' THICK OR GREATER. AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING • • • • • • • ._ • VERTI�iQI. SECTION qi0 SU3STRATE,SEPTADiES THIS SHEET JURISDICTION. • • • • • • 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • • • • • •• • • • •• • • • • • • • • • • • • • • s 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE —ail EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE I 0 WINDOW BUCK HEIGHT 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET _rt• 111111 'P1111, EXTERIOR a MIS 8LE LIGHT HEIGHT WINDOW BUCK HEIGHT - 2 -3/4' V INSTALLATION TYPEJ 0 EDGE EDGE DISTANCE DISTANCE USED AT CURVED FRAME MEMBERS ONLY 11 -718" O.C. MAX. 1 1111 ill OINNOMMimairamm 1+ ' • A E dE tS r • _.•- ..__.__ •.__._.� • :1 • • e 1/4" MAX SHIM EMBEDMENT INSTALLATION TYPE J. 1/4" MAX SHIM INSTALLATION TYPE K EDGE DISTANCE — 3 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLES!), THIS SHEET I EMBEDMENT 1/4" MAX. SHIM �+-- . INSTALLATION TYPE L #10 STEEL SELF-DRILLING SMS (G5), SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP ! EXTERIOR OR FRAMING, SEE - ..._.._._ n NOTE 2, THIS SHEET "G• [114" MAX SHIM MIAMI -DADE APPROVED MULUON (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET INSTALLATION NOTES :, VISIBLE LIGHT WIDTH WINDOW SUCK WIDTH • 2.3/4' — WINDOW BUCK WIDTH HORIZONTAL SECTION E -E TABLE 10 EXTERIOR Anchor Substrate Min. Edge Distance Max. O.C. Spacing 24/2" x .113" Box Nell P.T. Southern Pine (SO =0.55) 5/16" 5" 2 -V2' x .131' Common Nall P.T. SWuthem Pine (90#0.55) 3/5" 8" 24/2" x .145" Rooting Neil P.T. Southern Pine (80 #0.85) 3(8" 5" #10 x 1" Steel Screw' P.T. Southern Pine (90#0.83) 1/2" 6 0093" Aluminum, 6063 -T5 min. 5/16' 8' 1/15" A36 Steel 5 /16" 5" 0.045" (15 Oa) Steel Stud, Or, 33 5/16" 5' • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • — EMBEDMENT • • P. IQNCMOR'VP*. EMSEI7MENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. AND ED%E DISTANCE P6R• SUBSTRATE, SEE TABLE 10, THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1•1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X° ARE 1.1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING VERTICAL S6GTION F¢• JURISDICTION. • • • P • • • • • • ••• • • • • • • • • 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHAH BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. • • • • • • • • P • • 6 • • • • • • • • • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • •• • PRODUCT R.ENBWED complyh,8 with dm Florida Building Code Aaoptoece No BIb Miami Dade 'POLL M oho •oN 0410 Z 0 LL ,asap e0 05 ,z,0' \}CENS' '•., P '' * No. 58705 ST E SSIoNA\- ``'� A. LYNN HILLER, P.E. P.E.# 08706 ••• • • 0 • ••• • • • • • • • • • • • • • 000 0 • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE INSTALLATION YPE M —"•-I INSTALLATION TYPE M -- INSTALLATION `— DISTANCE EMBEDMENT NOTE 2, THIS SHEET FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY 86 NO • MORE THAN B'O.C. TYPE N •. FOR THIS INSTALLATION ANCHORS MAY . NO C, I TROD ONLY, • MORE THAN 8`O.C. `��..''•• ..� EMBEDMENT gH '•••••••_,..i..2......11:.„ + "i "" EMBEDMENT s., ww• 11 V " 1X WOOD BUCKSTRIP, SEE PRODUCT RENEWED es comp)yb� with rho Building Cods • " Aaaptence No ` �`�: B,gi.?. . /HiLT " ,1q / "�� t} 2X W000 BUCKSTRIP NOTE 2, THIS SHEET � OR FRAMING. SEE W �^ �°�- . 0 Li'1- I Ill I 1 ! t_1/4" MAX © SHIM II NOTE 2, THIS SHEET 7VP. ANCHOR TYPE. EMBEDMENT AND — "` 4 Iy1�l ( )11 EOOE DISTANCE PER SUBSTRATE, J' _- -- --�- _ SEE TABLE N, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, T � " . , y • 1 •.. EXTERIOR �,:��et� © �_ SEE TABLE 11, THIS SHEET EDGE USED AT CURVED _.. 29 FRAME MEMBERS ONLY DISTANCE •n„Air, f � r{ I �: a • - •.; f EDGE DISTANCE •• a III 11����1 1UILI <-7 V- a 11- 718" O.C. MAX. r ` i CONCRETE /CMtI _ -.. ._..�._._.._.. .-..- - --_.__ ___. ___ -_-- -- ••: ,: PER ANCHOR REQUIREMENT ' s � CONCRETE/CMU 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, Ft. 34274 (941)480 -1600 FIXED WINDOW INSTALLATION GUIDELINES I$1 4/12/13 FIN INSTALLATION m`fJ ROSOWSKI ' —tl R P- 0/10 0 LL 0 rn Ps4S 1n z R ti ' t WINDOW BUCK HEIGHT CO Q VISIBLE LIGHT WIDTH • 4 I PER ANCHOR REQUIREMENT 1/4' MAX. SHIM I�'- " "�v WINDOW BUCK WIDTH - 2314" I1 EXTERIOR VISIBLE 2;• ••J .w .r� 4�/ INSTALLATION TYPE 0 % WINDOW BUCK WIDTH HORIZONTAL SECTION G -G LIGHT HEIGHT • WINDOW BUCK H 23 qT • FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAYBE NO • MORE THAN 6' 0.0. / ' TABLE 11: / Anchor Substrata Min. Edge Distance Mln. Embedment Max. O.C. Spacing #12 STEEL '= U11' 0, \II'...: 1 i, #12 or #14410 SS Screw P.T. Southem Pine (SG -0.55) 9/16" 1.3/8" B' Aluminum, 806345 min. 318' 0.083" 6" A36 Steel 918" 0.069 6' SELF- DRILUNG SMS Steel Stud, Gr. 33 min. 318' 0.045' (18 Ga)' 8' `� (G5), SEE TABLE 10. z,2"_ --- ---- -- �• #12 or 614 Steel Screw (G5) P.T. Southern Pine (SG •0.55) 9/16' 13/8" 8" THIS SHEET 0 TYP. ANCHOR TYPE, �I EMBEDMENT AND EDGE Aluminum, 808 &T8 min. 9!8' 0.083• • 6' ► . , A38 Steel 318' D.089" 8" u. awl Stud, Gr. 33 min. 318' 0.045" (18 Ga) • 6" 1XTERIOR 114' 410 33 CreleFte Ungrouted CMU, (MTM 0.00) 2.112" 1.1/4" 1Y O 1HP ", DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET Concrete (min. 3.35 Kai) 1" 13/4" 12" 114" Steel Macon Concrete (min. 2.85 kei) 1" 1-3/4' 12' r• N . u� r�ii MIAMI -DADE APPROVED MULLION 1W MAX SHIM (� {BEE SEPERAN ALUMINUM, Controls (mtn. 2.85 kid) 2.1 /r 1-3/8' 12" c t UngroN� CMU, (A3TM C-W) 2•tlr 1.1/4' . t2" -,.� f STEEL FRAMING OR STEEL STUD. OR S Grouted CMU. (AM C-90) 2.1/2' 13/4" 1r INSTALLATION B: �� SEE SUBSTRATE PROPERTIES, 5118" Steel U5necon Concrete (min. 3.5 log 1.1/4' 1314" 12" Mil •esa0 swag ..-- TABLE 11,THIS SHEET Grouted CMU. (WM C40) 2.1/2" 1-914^ 12" TYPE.N. ' r - ''�•- /`- C IX WOOD BUCKSTRIP• MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. ET ..) C�r�l. tit 1 i l l \\∎•\I�Ny LYNry .1.' ",,�, , a��••',,A,EN4. "'•,'t C' - �'h• '�' No. 58705 • _ ='0 ', r✓`- tY Z % 11 '•, 7 1 I [ ;S 1 LL1 "..s.0.,,,, , •, STATE OF . , 41.z. )i� .,.LORIOP.. \\• ., SS 'ii, ��NAI A. LYNf4 I11 . RE. P.E. # 88705 1 i EMBEDMENT • ... •,4:NOiE2.TtN:6 •te: •• •' ., .• ``"�.'M, 'a •:a • • • . : ' • ' • :. •- • ; r T •'r • • .4 • . ! a • • e INSTALLATION NOTES: ••• • e • • • 1, USE ONLY ANCHORS LISTED ON TH1S SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS. • • • • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "IX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2 ".1X WOOD BUCKS ARE "2X" ° ° OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS ME 1.1 R' THICK OR GREATER. EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING DISTANCE • • • • • • • • 0 JURISDICTION. f • • • • • • • • • • • • • • • • • 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAaSE'4IldN EI.4 : : • • • • : • • • • • • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • PRODUCT RENEWED no complying with the Florida nvilding Cu4o Arceptxc-c No Enphettgti Eht9. ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90' CORNER FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT TABLE 12: --- EQUAL -LEG FRAME FLANGE FRAME ANGLED /CURVED FRAME ASSEMBLY ASSEMBLY DETAILS FOR FIN FRAMES 90' CORNER FRAME ASSEMBLY ANGLED/CURVED FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT EQUAL.LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS Item # POT Part 0 Description Material 1 42630 Flanged Frame Alum. 6063.16 2 4286 Equal -hg Frame Alum. 6083.15 3 4256 Integral Fin Frame Alum, 6063-T5 4 4265 7/18" Lami. Glass Beating Alum. 8063316 6 4264 I.G. Glass Beading Alum. 8083-15 60 4270 Installation Fastener Cover Alum. 608345 Sb 4224 Installation Fastener Cover Rigid PVC 10 70589C Gasket (at 90° corer joints) Polyethylene 11 Vinyl Bulb Weatherstrip • • • • • = Ft 0110,4DQto' 69,4.1 13 Dow 899, GE 7700 Silicone or Equiv. • • • • • • r 20 Setting Block, Mono. 3/16" x i/16" x"4: Njtoprjne, )urn 85+1 Netirine, Ciro. 8940 21 71704AK Setting Block, I.G. 3/161 - 3/321A• 22 WRAK716 7/16" DuraSeal Spacer 29 86 x 1 -1/4" FH SMS Stainless Steel 30 78IPQX 08 x 1" Quad PH St • • wails' steel d ••• • • • • • •• • • •• • • • • • • • • • • 2.784' .084' — +,-lL.— 1 1.875" j 1.000' 3__ r,a.00s .500' FLANGE FRAME #42530,6063 -T5 .082' •• • • • • •• • c • • • • • • • • •• • • • • • •• • .676' _...,.Ij..- ....050. 7/16" LAMI I.G. GLASS OGLASS BEADING 44266, 6063 -15 #4254, 6083 -15 1.376' .500' .438' MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 062' I 1.375' 1- 47 1.125' . FIN FRAME 1(4256, 6063 45 .094' OEQUAL -LEG FRAME #4285, 6063 -15 .348" .875" r-- -�yh"'— .050• .062' — +-�I^— .oso.meae' .077' 1..037" r. .050• INSTALLATION ga FASTENER COVER #4270,6063 -T5 ••• • • • • 055 • • • • • • • • • • • • • ••• • • • • • • • • • • 0 • • • 0• •• • t • •• •• 050 • • • 000 • • •.� . 41111L1 wind Dade Prauet 0•Itrol-) 03 17100 Y' ton 88 Bet 0S STATt:OF� '' ,S/ONAL, A. LYNN MILLER, P.E. P.E.5 58705 DEPARTMENT OP REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 "CA 740" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD- CA740 -LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. , bearing the Miami —Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an aixlorsement of any product, for sales, advertising or any other purposes shall automatically te;mit}at; 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 Tounty, Itloficl'a, and followed by the expiration date may be displayed in advertising literature. If anyggrtion of jog NOA i displayed, then it shall be done in its entirety. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315 -2590 I, (786) 315 -2599 www. miamidade.aov /economy • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user brite Inanuffetpre or its • : • • • distributors and shall be available for inspection at the job site at the request of the'Buiilding Offlciat • This NOA consists of this page 1 and evidence page E -1, as well as approval docu ieni lientioned ilbove. • • The submitted docuunentation was reviewed by Manuel Perez, P.E. • • •' • MIAMI•DADE COUNTY APPROVED • .• •• • •••• • • •••• NOA No. 12-1218.09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page 1 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD- CA740 -LM, titled "Casement Window Details -- LM & SM ", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlaso Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS • • • • • .... • • • 1. Statement letter of conformance, complying with FBC 2010; dated Detrt;Mber 10, • 2012, issued by manufacturer, signed and sealed by Anthony 1: ' p i'1iller, P.E. • • 2. Statement letter of no financial interest, dated December..1,J, 2012,,, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.F • • •.' '....' 3. Proposal No. 12-1499 issued by Product Control, dated Jitly6'1; 201p • sigped by : • • Manuel Perez, P.E. G. OTHER 1. None. E -1 • • • . • • • Manuel ' r Product Control Ex mi r NOA No. 12- .09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 • • GENERAL NOTES: SERIES 740 IMPACT- RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CAGE, INCLUDING THE HIGH VELOCITY HURRICANE 201E (HVH2). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND -BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI -DAOE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KS1 PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1 -1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT 15 INSTALLED DIRECTLY TO SUBSTRATE. W000 BUCKS DEPICTED AS 2X ARE 1.1/2' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOAOS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST 8E SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 91300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADB CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/31 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL- 7085, 3579. 3580, 3724; 9100 ULTRACON NOM; 9100 CRETEFLEX NOA; ANSI /AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE ,: Glass o" • • • • • • • steel 1 5/16" Lami (1/8 An - .090" PVB 71j8 An) .: • : : • Ir :5 • 2 7/16" LamI (3/16 An - .090" SGP - 3M8 An) •8 3 7/16" Lami (3/18 HS -.090' SC3,.03/16 OM • • • • • •7 • 4 7/8" Lemi. IG (1/8" An - 7/16" Air - 1/8" An - .090" PVB - 1/8" An) 5 5 7 /8" Lemi. * (1/8" T - 7/16" AM- 1/8" An - .090' PVB - 1/8" An) 8 6 7/8" Lemi. IG (3/18" An -1/44" Air - 3/16" An - .090" SOP - 3/18" An) 9 7 7/8" Lams. IG (3/18" An - vi. Air - At 'IS - .04%0P -.3/111: HS) . 7' • 8 7/8" Lemi. IG (3/16" T - 1/4•AII.3/16' n - .090" SSP - 3M6' An) • 9 . 9 7/8" I.emi.1G (3/16' T - 1 14.Ak! 3/18'1 5 - .E90'!SGP - 3/18"415), • • • •• DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 37' WIDTH 25.476' MAX. 0.0, IF WIDTH 15 UNDER 33.476' (HEAD & SILL 4' MAX. _� �r —► S, SEE SHEET 2 69' VISIBLE LIGHT HEIGHT (DLO) 1 4" MAX. -T • WIC WORMED SACK I� GLASS STACK � V EXTE 1•' ANNEALED GLASS .890' DUPONT 8UTACIT9 P88 110' ANNEALED GLASS 11/16' GLASS BITE GLASS TYPE 1 no -NOM. GLASS STACK 7/18• ARSPA 110•ANNEALEO OR TEMPERED GLASS EXTERIOR HT 8110' LAMINATED GLASS STACK 110' ANNEALED GLASS 7118' LAMINATED SS GLASSSrAa( STACK 3/18' ANNEALED OR NEAT-STRENGTHENED CLASS P, TERIOR .090' OUPONTSGP 3/10" ANNEALED OR NEATSTRENOTHENED OLA83 4 11/18' GLASS BITE GLASS TYPES 2 & 3 NS' NOM. GLASS STACK .090' DUPONT BUTACITE P88 1AV ANNEALED GLASS 1/4' AIRSPACE 3110' ANNEALED GLASS E> _11a 11/16' GLASS 817E e �I ,4.1/2" MAX. O.C. IF WIDTH tS 33.476" & OVER (HEAD & SILL) 30' VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES 'ELEVATION GLAZING DETAILS INSTALLATION ASSEMBLY TUBE DETAILS ANCHOR SPECIFICATIONS CHOR QUANTITIES 014 PRESSURES EMBLY DETAILS/BON 1 2 3 4 4 5-9 10 • • • LL L1111111147 e�•' L.ICENS�c'•.. F�f+ : *: No. 58705 ' * a 37TH STA OF • ;° <OR■OP, •''G,' ' ",, ONAI. '/////111,"' A. LYNN MILLER, RE. P.E.O 58705 31 GLASS TYPES 4 & 5 NOM. GLASS STACK 1 /4' AIRSPACE 3/18' TEMPERED GLASS 7119' LAMINATED GLASSSTAcI( 3IW ANNEALED OR HEAT-STRENGTHENED GLASS .090' DUPONT SOP 3/18* ANNEALED OR HEATSTRENOTHENED GLASS 11/18" GLASS 817E GLASS TYPES 6 & 7 7/18- LAMINATED '�— GLASS STACK 3118' ANNEALED OR EAT STRENGTHENED GLASS .090' DUPONT SOP 3IW ANNEALED OR NEAT-STRENGTHENED GLASS 1/16" GLASS BITE 1. GLASS TYPES 8 & 9 Revised By: Dole: Revision: Revised By: Dote: Revision: Approved as complylog with I49 Florida oldie �. C„' Date NOAB 1 MjaRI Ride Product, r B ;..rY,,�'.%r.. A / 7 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Description: J Drown By ROSOWSKI GLAZING DETAILS 17llo CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Dote: CERT. OF AUTH. 129296 Series/Model: CA -740 Scold: Sheet: NTS 1 OF 10 Growing No. MD- CA740 -LM Rev: ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • ••• • • �._. ._._._ _._ _____ _. \ \ / \ / 1 / / / (._. 4 �X. A, SEE O.C. 2 6' MAX. O.C. .re HEK AM(f_ WIC WORMED SACK I� GLASS STACK � V EXTE 1•' ANNEALED GLASS .890' DUPONT 8UTACIT9 P88 110' ANNEALED GLASS 11/16' GLASS BITE GLASS TYPE 1 no -NOM. GLASS STACK 7/18• ARSPA 110•ANNEALEO OR TEMPERED GLASS EXTERIOR HT 8110' LAMINATED GLASS STACK 110' ANNEALED GLASS 7118' LAMINATED SS GLASSSrAa( STACK 3/18' ANNEALED OR NEAT-STRENGTHENED CLASS P, TERIOR .090' OUPONTSGP 3/10" ANNEALED OR NEATSTRENOTHENED OLA83 4 11/18' GLASS BITE GLASS TYPES 2 & 3 NS' NOM. GLASS STACK .090' DUPONT BUTACITE P88 1AV ANNEALED GLASS 1/4' AIRSPACE 3110' ANNEALED GLASS E> _11a 11/16' GLASS 817E e �I ,4.1/2" MAX. O.C. IF WIDTH tS 33.476" & OVER (HEAD & SILL) 30' VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES 'ELEVATION GLAZING DETAILS INSTALLATION ASSEMBLY TUBE DETAILS ANCHOR SPECIFICATIONS CHOR QUANTITIES 014 PRESSURES EMBLY DETAILS/BON 1 2 3 4 4 5-9 10 • • • LL L1111111147 e�•' L.ICENS�c'•.. F�f+ : *: No. 58705 ' * a 37TH STA OF • ;° <OR■OP, •''G,' ' ",, ONAI. '/////111,"' A. LYNN MILLER, RE. P.E.O 58705 31 GLASS TYPES 4 & 5 NOM. GLASS STACK 1 /4' AIRSPACE 3/18' TEMPERED GLASS 7119' LAMINATED GLASSSTAcI( 3IW ANNEALED OR HEAT-STRENGTHENED GLASS .090' DUPONT SOP 3/18* ANNEALED OR HEATSTRENOTHENED GLASS 11/18" GLASS 817E GLASS TYPES 6 & 7 7/18- LAMINATED '�— GLASS STACK 3118' ANNEALED OR EAT STRENGTHENED GLASS .090' DUPONT SOP 3IW ANNEALED OR NEAT-STRENGTHENED GLASS 1/16" GLASS BITE 1. GLASS TYPES 8 & 9 Revised By: Dole: Revision: Revised By: Dote: Revision: Approved as complylog with I49 Florida oldie �. C„' Date NOAB 1 MjaRI Ride Product, r B ;..rY,,�'.%r.. A / 7 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Description: J Drown By ROSOWSKI GLAZING DETAILS 17llo CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Dote: CERT. OF AUTH. 129296 Series/Model: CA -740 Scold: Sheet: NTS 1 OF 10 Growing No. MD- CA740 -LM Rev: ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • ••• • • INSTALLATION OPTION 1 EDGE I N DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 EXTERIOR a EDGE DISTANCE EMBEDMENT CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. BUCK WIDTH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. EDGE DISTANCE V4" MAX SHIM ATTACHED TO FRAME SILL ATTACHED TO VENT SILL 812 STEEL SELF - DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. ATTACHED 70 FRAME JAMB ATTACHED TO VENT SILL EMBEDMENT VISIBLE LIGHT WIDTH (DLO) ATTACHED TO VENT JAMB WINDOW HEIGHT VISIBLE LIGHT HEIGHT (DLO) JAMB HARD- WARE BUCK HEIGHT ATTACHED 70 FRAME JAMB ATTACHED TO VENT JAMB ATTACHED TO FRAME JAMB OPTIONAL ADDON FLANGE 911 HEAD, SILL & JAMBS NOTES: 1) USE ONLY SUBSTRATE - APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. SEE DETAIL Al, BELOW 2) ALL WOOD BUCKS LESS THAN 1 -1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1.112" THICK OR GREATER. IX AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, MAXIMUM SHIM THICKNESS TO BE 1/4 ". WINDOWWIDTH HORIZONTAL SECTION A -A 10' MAX. --or- SEE DETAIL A2 BELOW NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX, FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: EXTERIOR EGRESS FORMULAS: WIDTH, WASH HINGE: W NDOW WIDTH -13-1/2 WIDTH, EGRESS H840E: WINDOW WIDTH - 7 -1/2 HEIGHT: WINDOW HEIGHT • VISIBLE LIGHT FORMULAS: WIDTH: WINDOW WIDTH • 7 HEIGHT: WINDOW HEIGHT - 7 Adddlonal Anchors Rogdwd on each Side of the Promo A5'8mdy 'Ma (FAT) i.. LL Window Wdthh Anchor Typo A 8,050 1, 17' -22.9' 0 0 23" - 28.9• 0 1 28 "a 1 1 Window Anchor Type H•WWM A 8.050 17' -22.9" 0 0 23' • 2 &9' 0 1 28•a 1 1 • 1X WOOD BUCKSTRIP, SEE NOTE 2, • HIS SHEET. -8141" MAX SHIM ttt U l 111 /,,r „N‘ N\00.. LYNN 41/#7',/ 4 .• 410ENS6.. "•, No. 58705 * J �G a rip T, OT 834E °d o✓� - FZORIDP,•''G' '''' %9/ONAL I �` A. LYNN roILLER, P.8. PEI/ 88706 Revised By: Rovision: Approved no oomplylug with Rio Florid Uoldls; Code Vale r 2, NOA8 ASV 15. Afbilo1 D de ' odru$ INSTALLATION OPTION 3• INSTALLATION ANCHORS THROUGH 1X SUCKSTRIP INTO MASONRY. CONCR PER AN I ptiIRE ••..,i• - ..;.Y..• • • • • • • • • • • V RTIC BE €TION B -B • • EMBEDMENT • ll • • ..1.. • • ••• sed By: Revision: 1070 TECHNOLOGY DRI N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT, OF AUTH. #29298 Description: CROSS SECTIONS & INSTALLATION Drown By: J ROSOWSKI 116,: CASEMENT WINDOW DETAILS - LM & SM arias /Model: CA -740 Scale: NTS Sheet: 2 OF 10 Dote: 08/08/12 Drawing No. MD- CA740 -LM Rev ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • CASEMENT (X) WINDOW HEIGHT I \ I WINDOW WIDTH 740 SERIES CASEMENT EXTERIOR WINDOW (j FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE VOIR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 6.0, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED "DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS', 4) DIMENSIONS SHOWN ARE TIP•TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE • TABLES. • 6) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED" • (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL. ANb JAMBS OF YOUR WINDOW. • • 8) INSTALL AS PER THE ••• INSTRUCTIONS ON SHEET 2. • • •• CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) f •�-- FIGURE 1: 10", SEE NOTE 7, THIS SHEET ���� �� _� � C \ N4 Anchor TWA 740 I !4 SERIES A�4EM FRAME Y SERIES CASEMENT CASEMENT TUBE WINDOW WINDOW 10', SEE NOTE 7, THIS SHEET MIN. #12X1'SMS — THROUGH INSTALLATION HOLES 740 SERIES CASEMENT WINDOW EXTERIOR FRAME ASSEMBLY TUBE HORIZONTAL SECTION C -C 740 SERIES CASEMENT WINDOW MIN.012X 1•SMS THROUGH INSTALLATION HOLES FIGURE 2: 740 SERIES AWNING w)NOGW' D FRAME -� ASSEMBLY TUBE ►Q 740 SERIES — CASEMENT —+ WINDOW E FRAME ASSEMBLY E TUBE 740 SERIES FIXED WINDOW'`_ 'SEE PRODUCTS NOA FOR INSTALLATION SPECS EXTERIOR 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW 740 SERIES CASEMENT WINDOW FRAME -- ASSEMBLY TUBE EXTERIOR MIN. # 12 X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL. SECTION D -0 VERTICAL SECTION LE •1) DETERMINEEAON )NDIVI',UAIININDOWTYPE, SIZE AND GLASS MAKEUP. SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. • • •21 FR0? 1Et: S 518, Fr 0 E SHEI I` FORS'OUR GLASS TYPE. • •3)FI1bfADES 3 PRESSUREIRd!ATOVIABLESLABELED ' DESI GNPRESSURE( PSF) FORWI NDOWSATTACHEDTOAVERTICALFRAMEASSEM BLYTUBE• OR 'DESIGN! PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBL6' TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, ANO THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP"TO -TIP. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE 1MDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) ',SING THE TAE LABELED 'WINADWI.NOMTAME R' REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD. SILL AND JAMBS OF YCII1R WINDOW.• • • • • • • �••' • • • • • • • • • 6) STALL AS pisTHL�I SSRUCTIO14S N Sl1EE1S 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SH ET 2), AND T MIN. 12 X 1" ORS Alt TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TIRE (SEE DETAILS ON THIS SHEET), Approved as compUlc3 611h 1 0 Florida either} Cw Dale NOAM� Miami D drP By met ry Jf FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE W)DTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740•SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS 140A FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. 012 X 1' SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 6) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 82' IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO SE CUPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Roraima! on *ash Side of the Frame Assembly TOW (FAT) LL > Widow WMIh Anchor TWA A 8.081) 1T -22.r 0 (1 23' • 26.9' 0 1 28•+ 1 1 i 0- 1 1 Window Haight Anchor Type A 8, C & 0 17" -22.9' 0 0 23' -25.9• 0 1 26'+ 1 1 0) O 4 Q o '> O LL 0 0 U ii \ \\\‘‘‘‘1111 Y LYNN di //, , p l 1w� ?.•'•�,10ENSF . p i _` No. • 58705 ' * /_ 1 * - '- • tr lS f ` -,'Q, '•. 5T TE OF � �f. 1 ///',&/6, yriti A.E. P.E. 68706 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ID* • • • • • 410 • • 000 • • • ••• • • Window Anchors Required ) Window Width (in) under 23' 2545(16" 27 -3/4' 30" 334/2" 35' 37" Anchor Group Anchor Group Anchor Group AmMororoup Anchor Group Anchor Group Amber Group A 8 C &O A 8 C &D A 8 C &O A 6 C &D A 8 C &D A 6 C &D A 8 C&0 5/8" under 23" Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HNd/SB " 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2545/16* Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/Sal 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 8, Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Wad /811I 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 48' Jamb 4 4 4 4 6 4 4 6 4 4 8 4 4 8 4 4 8 4 6 6 4 HmM /Si8 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 6/8, Jamb 4 6 4 4 8 4 4 8 4 4 6 4 6 6 4 8 6 4 6 8 4 14014154 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 60' Jamb 6 8 4 8 8 4 6 8 4 8 8 4 6 8 4 8 8 4 0 8 4 Head /$8 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 83' Jamb 8 8 6 6 8 6 6 8 0 6 8 8 6 8 6 8 8 6 6 8 6 Hea0/88 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 72' Jamb 6 8 6 6 8 8 8 8 6 8 10 8 8 10 6 8 10 6 8 10 8 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 Z 3 3 3 3 3 3 T6' Jamb 8 8 8 8 8 6 8 10 8 8 10 6 8 10 6 8 10 8 8 10 6 Wad(86 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 134' Jamb 8 8 8 8 10 8 8 10 8 8 10 6 8 10 6 Head/88 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 TABLE Group Anchor Substrate Mh. Edge Distance Min. 0.C. Distance Mh Embedment Anchor Plate Required? A 1/4" steel Uliracon NobIow Block 1 6" 1 -1/4" No 614, steel SMS (05) or814, 410 SS SMS S. Phe 516" 1" 13/8" No 806 • 5 Alum. 318' 5/8' 0,050 each end & 30" A36 Stoat 3/8" 5/8' 0.050 No A653 Stud, Gr, 33 318' 518" ,035 ", 20 Ga. No 812, steel SMS (G5) or 012.410 SS SMS(1::2111111AO S. Phe 5/8" 1" 13/8" No 8063345 Alum. Ar 3 ' ud, Sr. 3 3/8' 3/8" 5/8' 050" No .• +5 ", <8. C 1/4' steel URrecon 2.85k Concrete 2 -1/2" 1.3/8' No 2.85k Concrete 1" 1.3/4" No Hollow 81ook 2 -1/2" 1 -1/4" No 812, steel SMS (G5) x812,410 SS SMS 5. Phe 5/8" 13/8" Yes 60133-45 Alum. 3/8" 1/16" Yes k't Steel 3/8" .il''1` es A653 Stud, Gr. 33 3/8' 045", 18 Ga. Yes 014, steel SMS (G5) or "4. 410 58 SMS S. Phe 5/8" 1-3/8' Yes 608345 Alum. 3/8" . 1/18' Yes 1111111132=1113 Crial^1111M111 WWII 1111H111111 1/4" steel Ultrecon *VA MINI 11 `" «ice 3,35k Concrete 1" ®� 13/4" r � No 1/4" 410 SS CreteFlex Hollow Block 2.1/2" .11511111111111051111111110.1 5"• 1.1/4" • 1.314.• No is 5/18" steel Ullmcon INIVaairlIMI MEN wirampurepimuimpimidt 2 -1/2" Yollow :hoc IMB•Block• • • • •• • • NOTES: • • • • • • • • 1) ANCHOR MUST EXTEND A MIMIMUI4 OF 38THREADS BFy IOND AjY METAL sidge•AT%y • 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. Jamb Snubber Locations GIsse Type: PV8 SOP (Types 1, 4 & 8) (Types 2, 3 & BS) 63" and No 12' max. from ass Required each end 830" max O.C. 12" max. dour 12' max. from oar 63' each end & 30' each end & 30" max O.C. max O.C, 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1, DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/18" ANNEALED SOP LAML GLASS, 1/4' MASONRY ANCHORS INTO CONCRETE, +TO/- 80 PSF DP REQUIRED, NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW ADP OF .701.10. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 0) FROM TABLE 2,8 ANCHORS ARE REQUIRED IN EACH JAMB. 0) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1, F) PER RULES ON SHEETS 2 8 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS ($EE SEPERATE NOA): A) FROM TABLE 9, ANCHORS C 8 D ALLOW A DP OF +70/ -63,1. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE 0 HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 28, 5 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. Approved as comply! Florida atdinl Date • • r Iy0A0 m1D ePrcdual 1 SAMPLE CONFIGURATIONS: 10" x...10' 4. 4 -�- -+v-I 4' F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE L 4' SIDE OF THE FIXED CASEMENT (HEAD & SILL). I. 20' ..I.. 20" 48. __ A O 1 13.25' T 4' (n O '- (6) g� 2 (n 00 ■ J 0 FQ•- w a z H w w gU gU 'l a o O r Ll 0 Z V �U x 0* 0 ovOIM .;\ ,0N 1 ENSF 9J.. $4) * ' No.58705 * :v. STAtE OF •: �/, Vl.S/Onink. F`a •. A. LYNN MILLER, P.E. PEI 68706 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • ••• • • • • • • • • • • • • • • • • •• •• *14.11.1* - //.11124/ FOR GLASS TYPES: Approved �lrompgiagwild We Florida u1- C ..e P\ DAN A. - r . ROAM WI 9 ato:aa.. TABLE - 5: 17e$lp Pressure (Pe00/r single Wln40W8, All AnohorGroups 1) 5/16" LAMI (1/8 AN - .090" PVB -118 AN) 4 7/8" LAMI. IG: 1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) ) ( ) Wlnrlalw Wtdlh - 10/-5•8 23` 26•tBJ18' 27.3/4' 30' 331/2' 35' 3T 61 sr 1 de Praha CAW/ %..,._�. .i under 23' +70/.90 +70/ -90 +70/40 +70/ -90 +701-90 +79/40 +70/40 25.151/6' +701.90 +70/40 +70/•90 +70/ -90 +70/40 +70140 +70/.90 T WINDOW HEIGHT j _l�� y ✓ 383/8' +70/40 +70/40 +70/40 +70/40 +70140 +70/40 +70/-90 +70/ -91 46' +70/40 +70140 +70/40 +70/40 +70/40 +70/90 - DESIGN PRESSURES PER GLAZING TYPE CASEMENT WINDOW DETAILS - LM & SM 50-5/8' +701.90 +701.90 +7040 +70/-90 +70-90 +70/40 +70/89.2 90' +70/40 +70/40 +70/40 +70/48.5 +70180.6 +70/-77.7 +70/-74.3 a n z U LS o2 63" +70/-90 +70/-90 +70/40 +701.84.3 +70/ -76.5 +70/-73.7 +70/ -70.1 WINDOW WIDTH 72' +70/40 +70147.2 +701 -77.7 +80/ -71.5 +S0/ -82.4 +501.60.9 +/ -59.3 78' +7040 +701.84.8 +701.76.7 +/87.3 H- 58.9 +l- 87.2 +1.55.8 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 84` +701 -90 +701 -80.4 +70/ -71.3 +60/421 +/- 54.2 TABLE 8: g $ 0 " ai 8 O Q r I-1- O LO Design Pressure (psi) for Windows Attached to s Venturi Frame Assembly Tube Window Width under 23' 2545/16" 27 -3/4" 30" Mchor Group 33.1/2" Anchor Group 35" Anchor Group 37" Anchor Group Anchor Group Anchor Group Anchor Group a: Ororn Br J ROSOWSKI 1- F y Z A B C O A 8 C &D 0 A C & D B A, C &D A B C & D B A.0 &D 8 A,C &0 under 23" .70/.90 +70/.90 +70.90 +70/90 +70/ -90 +70.90 +701.90 +70/40 +70.90 +70/-90 +70/-90 +701.90 +70/90 +70/ -90 +70 / -90 +701 -90 +70'•90 +70/40 25.15/18" +70/•90 .70/40 +7040 +701 -90 +701.90 +70.90 +70/ -90 +70/ -90 +70 -90 +70/.90 .70/ -90 +70/.90 +70•90 +70/-90 +701.90 +70/.90 +7040 +70/ -90 0 , 7-- $ Q 38318" +70/.90 +70/.71.6 +70/40 +70.90 +701 -81 +70 -90 +70/-90 +70.90 +70.90 +70/-90 +70/40 .701.90 +70.90 +70/.90 +70/.90 +701-90 +70 -90 +7040 48" +70/.73.1 ./ -57.3 +70 -90 +70/.90 +144.8 +70 -90 +70.90 +70.90 +70.90 +70/-874 +70/40 +70.90 +70/ -78.8 +70/40 +70/-90 +70/ -90 +70.88.9 +70/.90 505/8" ./ -69.3 +1.54.3 +70.50 +701.90 ./ -81.4 +70.90 +70/.90 +70/-90 +70.90 +70/833 +70/40 +70/.90 +70/.744 +70 -90 +70/•89.2 +70/.90 +70/-84.3 +70/.89.2 50" +/ -565 +1.5.8 +70.84.7 +70.90 +7-51.8 +70/41.2 +70/40 +70.75.9 .70.90 +70/ -70.2 .70.88.5 +70/-803 +/.829 +70.80.6 +70/ -752 +70/ -77.7 +70/ -71.2 +70/.74.3 83" +155.7 +1.36 +70/407 +70/-895 +/-49.3 +70/.77.3 +70.90 +70-72.3 .70.90 ./.669 +7094.3 +701.78,5 4.59.9 +70.79.5 +70/.71.8 +70 /-73.7 +/87.8 +79/ -701 FRAME 10' MAX --..-1 {-+-- ASSEMBLY TUBE n N m N m N FF a 0 a TABLE 7: Design Pressure (pot) for Windows Attached to a Horizontal Frame Assembly Tube "T-- W HEIGHT WEIGHT HEIGHT j 1 10' MAX- '-'-1 FRAME ASSEMBLY TUBE l• AODIT WNAL ANCHOR (4), • RED. _ Window Width r 84 x'+ 00. under 23' 25-15/16' 27.3!1• 30' 33-1/2' 35' 3T Anchor Anchor Anchor Anchor Anchor Group Anchor Group Anchor Group J� { _ WINDOW II ADDITIONAL �'- / ANCHOR WIDTH (4), IF RED' { z W cn w 7 m 1-- 5 a x ° 00/ - 1l // // Group Group Group Group All 80 All A9 B A, C & D A 8 C & D A 8 C & O C` +WINDOW WIDTH under 23' +70/-90 +70/40 +7040 .701 -90 +70/42.1 +70.90 +70/-90 +70.78.5 +70/40 +70-90 +70.74.3 +70/40 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 28.15118' +7040 x70140 +7040 +70/-90 +70.90 +70.90 +7086.8 +7080 e70/40 +7084 x70/-90 +7040 ` \ \111111 \ 383/8' +70/40 +70/40 •4045 40..70_00. .1.1.90 5 +1/40 s x7040 +7040 +70/.90 +70/-90 +70/40 +70/40 \�` .( l.Yhl� d9J �i `� rJN •„ .... (( 4, ,,•''„\CENSF '• ;,''I' �i : : • •'• * ;• No. 58705 Y - • �•; _ ,O '•, '$,) l� � :��'•. STATE OF ,i10-:.." i '<1.,:." ••.FCORIOP.•.• r��-: �/''sS /ONAt-,;a�s• A LYNN MILLER P.E. P4068700 48' +70/40 • +70140 • +7040 • • • +7ti1•�1• 1704 • +7Z14C +70/40 +7040 +7040 +7040 +70/40 +70/40 50-5/8' +70/40 +70/40 •+7040 • • +7 .140• 970410 p •78/40 • +780. g +70/40 170/47.7 +7040 +70/.77.7 +70/40 +70.77.7 +7049.2 +70 -74.3 +70/89.2 +701-74,3 +70/49.2 +70.74.3 60' +1040 +70/40 .. 4040 • .4.7078.1C 7.701.0.6: SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 63' +70/43 +70/40 +70/-90 +70/44.3 +70-79.5 +701.78.5 +701.73.7 +70/ -73.7 +70/73.7 +70.70.1 +701-70.1 +7040.1 72' .7040 +7047.2 +70/4 7.7 +70 -71.5 +60/42.4 +60/42.4 +6040.9 +60/409 +60/40.9 ./-59.3 +/5 9.3 +/• 89.3 76' +70/40 +7084.8 +7075.7 .167.3 +/38.9 ./88.9 +1.57.2 487.2 +137.2 +135.6 +185.6 +186.8 84' +70/-90 +70:10.4 +1 713 +809814 +•54.2 +1302 • • •. • • • .•` • • • • ••. • • • NOTES: • • • • • • • • • • 1) SEE SHEET 4 FORADOITIONAL SAMPtOCONF18URATIONS. • ■ • • • 2) BEE SHEET 4 FOR SNUBBER REQUIREMENTS. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8: Design Pressure (psq Or Single Windows, All Anchor Groups Window Width wider 23" 25. 15/18" 27-3/4" 30" 33.1/2• 35" 37' under 23" +90/-130 +901-130 +90+-130 +901-139 +90f -130 +90+ -130 +90 -130 25. 16/16" +906130 +90-130 +901 -130 +90/.130 +90/.130 +9W -130 +90-130 38478• +906130 +90/-130 +90/.130 +90.130 +90.130 *90.130 +90.130 48" +90 -130 +906130 +90.130 +90 -130 +907.130 +90.130 +90.130 60.6/8' *90.130 +901-130 +90.130 +90.130 +90/.130 +9(9130 +901 -130 +90/-130 +90 -130 +90 -130 +90/.130 +907.130 +90.130 +90 -130 83" +90.130 +907-130 +90.130 +90.130 +90.130 +90 -130 +90 -129.8 72" +90.130 *9W-130 +90.130 +90/-130 *907.129.1 +90 -122.5 +90.113.8 78" +90 -130 +90.130 +90.130 +901 -130 +90 -124,1 +90.116.7 +90.107.8 84' *90.130 +90/-130 +90.130 +90.130 *90/.11&4 TABLE 9: 1 WINDOW HEIGHT 1 • WINDOW WIOTFN SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) 7/16" LAM/ (3/16 AN - .090" SGP - 3/16 AN) Design Pressure (Psi) to Windows Attached to s Vertical Frame Assembly Tube Window Width under 23" 2615/15" 273/4" 30" 331/2" 35" 37 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A 0 C &D 8 AC &D A B C &D A 6 C & D B A,C &D A 0 C &D under 23" +701.90 +70890 +70/-90 +70/90 +70.90 +707.90 +70/.90 +701.90 +70.90 +70.99 +70 -90 +70/.90 +751.90 +75190 +701-90 +70190 +70890 +70/-90 +70/.90 +70.90 2615/18" +70890 +70890 +70890 +70890 +70890 .79.90 +70 -90 .70/.90 +70.90 +70 -90 +70 -90 +70/ -90 +70 -90 +70/ -90 +7090 +70/.90 +79690 +70/90 +70/ -90 +70890 38 -3/8" +70890 +70.71.6 +79/.90 +70/.90 +701.81 +70890 +707.80 .701.90 +70890 +70.90 .70.90 +751.90 +70.99 +70890 +70.90 +79/.90 +707-90 +707-90 +70890 +751-90 48" +701 -731 +7 -57.3 +70890 +707.90 ./.84.9 +70/.90 +70/-90 .701.90 +70890 +79890 +707.87.8 +70.90 +70890 +797-90 +751890 +70/90 +70890 +70.90 +70.88.9 .70.90 509/8" +1 -69.3 +1 -54.3 +70.90 .70/.90 +1.61.4 +70890 +70/90 .707.90 +70.90 +79.90 +70.83.2 +70890 +751-90 +707.90 +70890 +70.892 +701 -90 +701.90 +70.84.3 +707.90 80" +658.5 +/ -45.8 +709847 +7090 +851.8 +70.81.2 +70/ -90 +70.75.9 +70 -90 +79.89.8 +751 -70.2 +70690 +70880.3 +70878.8 +7990 +707.75.2 +70890 +701 -90 +70871.2 +70/-90 63" +7 -55.7 */ -43.8 +70/-80.7 +70.89.5 +849.3 +70.77.3 +70890 +70 -72.3 +70.90 +70/-85 -3 +868.9 +70.90 +70.79.5 +707.74.9 +751.90 +70/ -71.6 +707.90 .70/.865 .7.87.8 +79.90 TABLE 10: Design Pressure (psi) to Windows Attached 10 a Horizontal Frame Assembly Tube Window Widh under 23" 25.15718" 27.3/4" 30° 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Oroup A8 M al AN 8 A C&D A 8 C &D A 8 C&D under 23" +7090 +701 -90 +70/-90 .70/ -90 +707-821 +70 -90 .751 -90 +70.78.5 +701.90 +70.90 +70/.74.3 +7090 2515416" +70.90 +707.90 +70.90 +70/ -90 +70890 +70/.90 +70.98.8 +70/.90 .70/.90 +7x.84 .70140 +7(990 38.3/8' 48" 50 -5/8' 80" 63" 72" 78" +751.90 +70-90 +7(-90 *7( -90 +70 -90 +70 -90 +70.90 • 4170/ -430. p +749/ -906 +751.90• +70890 *1e/ -9111 +70890• • +/0/.110.; +7&1-9, +70893 970890 • .781-9® +70890- ` +7030'' +70f -5tT +7090 +707 -90 +70890 +70.90 +70/ -90 +70/.90 +701.90 •7(7.90 • +=0,.90 • • +70-90 +70/90 •70$90 • 40890 *751.90 w •SI0.t1.. *751-90 +70 -90 +79-90 .70090 • 40I-90 . +70140 +79/90 .75190 ' •1( -9A • +75.90 +70-90 +70890 +70.90 +751 -90 *707 -90 +70/.90 .751.90 +70-90 +70/-90 .707.90 +70890 +707.90 +70/.90 +701 -90 +70/ -90 +7090 +701.90 +701 -90 +70.90 .701-90 +70.90 +701-90 +701.90 +70.90 +701.90 +70.90 .70.90 *79.90 +70890 +70.90 +70/ -90 +70.90 +70-90 +71890 .70-90 +7(-90 +751 -90 84" +70 -90 +76890 •7•/430 .1014% .=0/.900 +741.90 • • • • • • • • • • ••• • • • • • • • • NOTES: • • • • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPL CONFOLSIATIONS• . • • • • • • • • • • 2) SEE SHEET 4 FOR SNUBBER REQUIRE ENTS. WINDOW HEIGHT 1O MAX. f FRAME ASSEMBLY TUBE WINDOW 1 WIDTH ADDITIONAL ANCHOR (4), IF RED. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. WINDOW HEIGHT L WINDOW WIDTH FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (41- IF RED, SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Approved as comply/es with the Morida htdlai) Cod Date a. •. 1 III U de Erode 8p' 2 0 40 WZp0 r�0.Y 6- Z 0 a 0 `` 1�u1UI ' \ > >\pr1V LYNN M %,: ocENs * ' No. 58705 • I$' 13 we Q STATE OF ((/ • /ISS LYN/oNA1. tE ` A. N pe.a88705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: Approved as complying with the Florida Balding ode n ' TABLE 11: Design Pressure (NO for Single Windows, All Anchor Groups 3) 7(16" LAMI (3/16 HS - .090" SGP - 3/16 HS) 7 7/8" LAMI. IG: 3/16" AN -1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS ) ( ) 9) 7/8" LAMI. 1G: (3/16" T - 1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) Widow Width idle a !a i� don,/ M 11-71[*" ` under 23' 25-16/16" 27-314" 30' 334/2' 35" 37" M510. do Prolog • • Gro) Bp` 1 under 23' +90/ -130 +90/•130 +901 -130 +90/ -130 +90/•130 +80/-130 +90/- 130 "` ' . "' 28.16/16" +901 -130 490/.130 +90/ -130 +90/ -130 +90/ -130 +90/ -130 *90/ -130 y1gNDOW HEIGHT 38 -3/9" +90/ -130 +90/-130 +90/-730 .901-130 490/430 +901 -130 +90/ -130 48" +901 -130 +99 -130 +99430 +90,130 +901 -130 *90/-130 +901430 DESIGN PRESSURES PER GLAZING TYPE nr CASEMENT WINDOW DETAILS - LM & SM I 50-5/8" +90/-130 *901 -130 +901 -130 +90/.130 +90/ -130 +90/ -130 +90/ -130 60' 63" +90/ -130 +90/ -130 +90/ -130 +90-130 +90/430 +901-130 +90/-130 +90/ -130 +901 -130 +90/ -130 +801 -130 +90/ -130 490.130 +901.130 2 0 n z Q _4 WINOOW I..--- WIDTH 72' +90/ -130 +90/ -130 +90/430 +901 -130 +90/ -130 +901 -130 +80/.130 78' +90/-130 +90/-130 +901 -130 +901.130 +901.130 +90/ -130 +901 -130 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS ANO QUANTITIES 84' +901 -30 490/130 +90/ 130 +90/-130 +901 -30 TABLE 12: .. n 04 d " C $ 0 �. O 8 ti A Design Pressure (psi) la Windows Attached to a Vertical Frame Assembly Tube Window Width under 23" 2515/19" 27.3/4" 30" 33112" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grcup Anchor Group Drown DS J ROSOWSKI i1-- Z A 8 C D A 0 C &D B A, C &0 A 8 C &D A 8 ' C &0 8 ' A,C &D A 0 C &0 under 23" *701 -90 +70/.90 470/-90 +701 -90 +701 -90 +70/1 -90 +70/ -90 - +79/ -90 479 -90 +70/-90 *79•90 +701 -90 - +7940 +701.90 +79.90 +70/.90 +701.90 +70/.60 +701 -90 +70/ -90 is 2515116" +70/ -90 +79.90 +70/-90 +70/-90 +70/.90 +70/-96 +701-90 +701 -90 +70'•90 +701.90 *7a -90 +70/.90 +79.90 +70/-90 +719 -90 ♦79.90 +79.90 +70 -90 .70/.90 470/-90 yf S Q U 0 ,i I 38.3/8" +70/ -90 +719-71.6 +70/.90 +701 -90 +70/.81 +70/.90 +701.90 +70/.90 +701.90 +70/.90 +70/.90 +701 -90 +701 -90 +701.90 +70'-90 +70/ -90 +79.90 +719 -90 +701.90 *70/ -90 *70/ -90 +70/ -90 +701.90 +70/.90 +70/-90 +701 -90 +701.86.9 +70190 *70/-90 +70/•73.1 +747.3 +70/.90 +719 -90 +1.64.8 +70/.90 +70/-90 +701 -90 +79 -90 +70/.90 +70/.87.8 k48" 00.5/8" +1 -89.3 +/.54.3 +701-90 +70/-90 +141.4 +70.90 +79 -90 +70/-90 +79.90 +70/.90 +70/-83.2 +79.90 +70' -90 +701 -90 +79.90 +701.892 +70/40 +70/-90 +79.84.3 +79.90 80" +/ -58.5 +/ -45.8 +70144.7 +79 -96 */ -51.8 +719 -81.2 +701.90 +70.75.9 +719 -90 +70/-89.8 +79.70.2 +70/ -90 +701.80.3 +79 -79.8 +701-90 .79.752 *70/40 *701.00 .79.71.2 +70/ -90 83" +/ -55.7 41.43.8 +70/.80.7 +70/89.5 4.49.3 +79.77.3 *70/-90 +79.72.3 +79-90 +70/.85.3 +1 -88.9 +79.90 +70/ -78.5 +701.74.9 +70 -90 +70/-71.8 +701.90 +701.66.5 +/•87.8 +70/•90 TABLE 13: FRAME 10' MA)/ 4�.-. ASSEMBLY I TUBE o n N `" a a o o design Pressure (pBQ for Windows Attached to a Horizontal Frame Assembly Tubo WINDOW HEIGHT y ! i `�� ? WINDOW HEIGHT -J_� 10' .. IlD FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (),IFRE0. _ ` Windmv Width or ♦ "n n o�x" `618. under23" 25- 15/18" 27 -3/4' 30" 33 -112' 35" 37' Anchor Group Anchor Group Anchof Gawp Anchor Group Anchor Group Anchor Group Anchor Grote Anchor Grove L WMDOw ADDITIONAL NCR NhDTH (4), IF )090. u F p Y z i I / // A9 A8 AN All B A, C& D A 8 C& D A 0 C 8 D under 23" +7940 +79.90 +71940 +79-90 +70142.1 +79-90 +79-90 +701.78.5 +70/.90/ +79-90 *79/•74.3 479.90 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS ANO QUANTIT ?S. SEE SHEET 3 FOR ANY ANCHORS REQU ED THE TUBE. 25- 15/)6" +79-90 +7980 +7990 +79-90 +79-90 +7940 •7988.8 +79 -90 +79.90 +79.84 +701 -90 +7940/ X711 11 t 38318" +7990 +7940 •79/� %'.98 4/W80: •79.901 *70/80 +70/.96 +701.93 +79-90 +7W.90 *79 -90 1 \>.•,rpN`(,�YNN.A / /(67'�i�� �� .a`�,.•' �,1GENSLr ''.F1Q Q•: .., * ' No. 58705 = -_ / A. � _ %'0 '• 3 (� 13 ✓11 5.- 73 STATE OF j "..,,, „..•,LORIOP• ,'. C ' ' ,,,SS / •• A/ /ONAI- ' � /jjjjj A. l NN MIL i R P.E. is 48' +7940 +7940• .7980 + • +7(880• /79�0 +719 +79 -90 +79 -90 +79.90 +79.90 +79 -90 I WINDOW �'i WIDTH I60' 50-5/9 83" +7940 *7940 +70/-981 +W'-9S • +7040• • •7940- *79-90 +79.90 +70/-90 +70/.90 +79.90 +70/40 +70/40 47940. +79 + t • 1, -90 79 ' r +7940 +70/-90 .701.90 +79-90 +79.90 +70/ -90 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET REQUIRED FOR THE FRAME ASSEMBLY REQUIRED FOR THE FRAME TUBE. +7940 +7940 +70/40 +7940 +7940 +70,90 +71940 .70/.90 +70/4) .701.90 *791.90 +70/ -90 72" *7940 +7940 *7980 *71980 *7980 +79.90 +7949 +70/-90 *70/4° .70/.•• +70/ .90 *70/-90 76" +79.90 +7940 +7940 +79.90 +7940 +79.90 +7940 *79 -90 *70/ -90 +70/ -90 70/ -90 +79 -90 84• *79-90 * ' "lillaqZ1 'till *40 *10L90 • • • • • • • • • • • • • • • • • • • .• • • NOTES: �I �$ TtON6• • • • • • + .. • • 2)g SHEET 4 FOR SNUBBER REg N • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 14: TABLE 16: FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/18" AIR -118" AN - .090" PVB - 1/8" AN) 1 WINDOW HEIGHT WINDOW 0107TH SEE SHEETS 1 & 4 FCNt WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure Stab for Windows Attached to a VwtIod Frame Assembly Tube I I Design Pressure ( pat) for Single Widows, AB Anchor Groupe Window % Mh under 23" 2545/16" 274/4' 30" 33.1/2" 35" 37" Anchor Group under 23' +70/90 +70140 +70/40 +70/40 +70/40 +70/40 +70/90 D 26. 16/16" +70/40 +701.90 +70/40 +70/40 +70/90 +70/90 +70/ -90 A 38-3/8' +70/-60 +70/40 +70/40 +70/40 +70/40 *70/40 +70/90 *70140 48" +70/-90 +70/ -90 +70/40 +70/40 +70140 +70/40 +70/40 +79140 504/5' +70/40 +70/40 +70/40 +70/40 +70/.90 *70/40 +70490 +70/40 60' *70/40 +70/40 +70/-90 +70/40 +70140 +70/48.6 +701449 +70/.90 83" +70/40 *70/40 +70/-00 +70140 +70/41.3 +70144 +79149.9 72' +791 -0 +70/40 +70/48.5 +70/41.5 +80/.70 +60/49.4 +80147.8 76" +70/40 +701-90 +707-09.3 +70/.76.7 +80/47.2 +60/85,2 +80143.3 84" +70/40 470/-90 +70141,3 +60/.70 +85/41.8 +70/40 48' TABLE 16: FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/18" AIR -118" AN - .090" PVB - 1/8" AN) 1 WINDOW HEIGHT WINDOW 0107TH SEE SHEETS 1 & 4 FCNt WINDOW ANCHOR LOCATIONS AND QUANTITIES. TABLE 16: Design Pressure Stab for Windows Attached to a VwtIod Frame Assembly Tube I I Window Width under 29' 28.16/18' 27-3(4' 30' 33-1/2' 36' 37' *echo Group Anchor Group Anoho Group Anchor Group Anchor Group Anchor Group Anoho Group A 8 C D A B C60 B A,C&D A B C & D A B 060 B A,C &D 6 A,C&D +70/43 under 23' *70140 +70140 - +70/40 ' +701-90 *70/.90 +70/ -90 +70/ -90 +70/90 ' +70/-90 ' +79140 +701 -90 +701.90 *701.90 - +70/ -90 +70/90 +70/40 +70/40 +70/-90 +70/40 25.15/18' +70/40 +701-90 +70/40 +70/40 +70/-90 *701-90 +70/40 +70/.90 +70/90 +70/-90 +701-90 +70/.90 +70/-90 +70/40 +70/-90 +70/-90 +70/-90 +70/40 +70/40 383/9' +701.90 +701 -71.6 +70/ -90 +70/40 +70/41 +70/-90 +70/40 +701-90 +70/-90 +701-90 +70/-90 +70/40 +70/-90 +70/.90 +70/-90 +70/410 +70/40 +70140 +70/40 48' +70/-73.1 +/87.3 +70/ -0 +70/40 4/44.6 +70/ -0 +70/-0 +701.90 +701-90 *701.0 +70/47.8 +79140 +701-90 +70/.78,6 +70/-90 +70/40 +70/40 +70/49.9 +70/-90 60 -5/8' +/49.3 +1-54.3 +70/ -90 +70/40 +141.4 +70/40 +70/-90 +70/40 +70/-90 +70/-90 +70/ -83.2 +70/40 +701.90 +70/ -74.6 +70/.0 +70/-89.2 +70/40 +70/ -84.3 +70/40 60' +148.5 * /-45.8 +70/44.7 +70/-90 */-51.6 +701-81.2 +70490 +701.75.9 +70/40 +70/49.6 +70 /-70.2 +7W-90 +70/ -80.3 +142.9 +70/-90 +701-762 +70/48.6 +70/-71.2 +70/44.6 63' T +1.567 +1 -03.6 +791.80.7 +70/49.5 +1.49.3 +701-77.3 +70/40 *70/.72.3 +70/40 +70/45.3 +146.9 +70/-90 +70476.5 *1.59.9 +70/.87.2 +70141.6 +701484 +147.8 +70/.79.9 TABLE 16: • • ••• • • NOTES: • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONVIMRATION81 • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS,' • • • • • • • • • • • • • • • • • • • •• • • • • • 9 • • 0.8/99 Pressure (psi) for Windows Alteehsd /0 a Horizontal Frame Assembly TUbe Window Width under 23' 25. 15116' 27-3/4' 30' 33112' 35' 37' Anchor Group Anchor Group Anchor Group Anchor Group Ancho Group Anchor Group Anchor Group AN A0 Ali All B A,C&D A 6 C6D A 6 C&0 35 wrier 23' +70/-90 +70/40 +70/90 +70/40 +70/42.1 +70/.90 +70/43 *79176.5 470/40 +70/40 +70/-74.3 +70/40 25.15118' +70/40 +70/40 +70140 +70/40 +70/-90 +70/40 +70/46.6 +70/.0 +70/40 +70/44 *70/40 +70140 383/8" +70/40 +70/.90 , j70l! • +gyp/ -94 +50/-90 • X70/-0_ . +70/ -90 +701-90 *70/40 +70/40 +70/40 +79140 48' +70140 +76/909 +70/40 9 *70/41jt +00/40 r+e4/ •+70040 • •70/40 +70/40 +70/40 +79140 +70/40 +70/40 +70/40 604/8' +7W-90 *70/40. : +7/ 90 • = TABLE 17: Design Pressure (ps0 br Single Windows, All Anchor Groups Window Wtdh under 23' 25. 15/18' 27-3/4' 30' 33.1/7 35' 37" under 23' +601.130 *951.130 +951 -130 +901 -130 +90/ -130 +951.130 +901.130 25. 15/16' +951 -130 4904 -130 +901.130 +951.130 +9w -130 +951 -130 4951.130 383/8' +901.130 +951.130 +951.130 +90 -130 +951.130 +901.130 +90 -130 48' +90/-130 +90/.130 +9x -130 +90.130 +951 -130 +951.130 +901-130 50.5/8" +9x-130 +901-130 +90/-130 +90 -130 +951 -130 +90/-130 +951.130 80' +951 -130 +90130 +951.130 +904430 +991 -130 +951.130 +951.130 63" +901 -130 +90.130 +951.130 +901 -130 +90/ -130 +9x -130 +991.130 72' +90/ -130 +90/ -130 +8x -130 +951 -130 +9x -130 +90124.6 +901 -115.7 78' +90/-130 +90/-130 +951 -130 +90/-130 +90 -128.2 +951 -118.7 +951 -109.8 84' +901.130 +904.130 +901 -130 +90.130 +90/-118.4 TABLE 18: FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/18" AN - .090" SGP - 3/18" AN) 8) 7/8" LAMI. IG: (3/18" T - 1/4" AIR - 3/18" AN - .090" SGP - 3/16" AN) 1 WIDOW HEIGHT wtHDOw WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 4pp3orc4 as complYis• with 64' Florid" 17nldtegrCwle lidtr +, , z � iVOAM� Al awl 0 de trod¢ t Coolro By m Design Presswe (pap to Windows Attached to a Vertical Frame Assembly Tube Window WIdh under 23' 25- 15/16" 27 -3/4" 30" 33117 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A 8 C D A 8 C &D 8 A,C &D A under 23" 25. 15/16' 38.3/8" 48" 50.519" 60" 63' +70/-90 +751 -80 +701 -90 +70/.90 +751.90 +751.90 +70/-90 .751 -71.6 +70/-73,1 +/ -57,3 +751.90 +751 -90 +701.90 +4 -89.3 +751 -90 +70/-90 .701.90 +70/.90 +70.90 .701-90 B +7¢-90 C A B C &D *70/-90 +751 -90 +7090 +70.90 .7¢-90 +751.90 +70/40 +70/.90 .701.91 +/ -84.8 .70/ -90 .707 -90 +751.90 +7090 +70/.90 +70/40 +7090 +70.90 +704410 .704.90 +70 -90 +751.90 .7090 +70.90 +701.90 +70.90 +751.90 +70.90 .701 -90 +7090 +701.90 +70/.87.8 +7090 +751.90 */.54.3 +701.90 +70.90 4.61.4 +70140 +7tH -90 +701,90 +70.90 +751.90 +704-83.2 .70/.90 +704.90 .70/ -90 +70/ -90 8 :7¢-90 A,C &D A B C & D +751 -90 *451.90 *704 -90 +74.93 +70/.90 +7090 *751 -90 +751.93 +7090 +751.90 +70140 +791.90 +70.90 +70/.90 +70.90 +70.842 .704 -90 +70/.90 +78490 +751.90 .70/ -90 +70/ -90 +751 -90 +751 -90 +70/.88.9 +70/ -90 +70140 +70.84,3 +751 -90 .751 -90 +1-58.5 +1.45.8 +70/ -84 7 +70/40 +1 -51.9 +70.91.2 +70/90 .70 -75.9 +7090 +70/89.6 +701.70.2 +751.90 *701-80,3 .70448.8 +751 -90 +79/.752 *701.99 +704-90 *751 -71,2 +70.90 +/ -55.7 +7.43.8 +751.80.7 +70 -99.5 ./ -49.3 +751 -77.3 +70/-90 +751 -72.3 +70-90 +7x-85.3 466,9 +751 -90 +70.75.5 +751.74.9 .751.90 +751 -71.6 4.751 -90 +701.984 +7.87.9 +70/.90 TABLE 10: under 23' Design Pressure (pat) for Wtndowe Attached to a HodxaOal PISMO Assembly Tube Window Width under 23" 25. 15/16" 27-/4' 33.1/2' 35. 37' Anchor Group Anchor Anchor Anchor Anchor Grail Group Group Group Anchor Group Anchor Group Anchor Group A8 AN All MI 8 A,C &D A +7090 +701.90 +70/40 +70/40 +70/.82.1 .784.90 +70/40 8 C&D A 8 C &D +70.79.5 +70/40 +70/ -90 +751.74.3 +79440 25.1918' 38.3/8' 48' 504016" +70140 80' 63' 72' 78' 84' +704.90 .70 +Za.gp 57090 • 157"9.• +70/40 +7x-91r +70/40 • +704 -90 +7090 • +791-94 a .. ♦7¢90 .70140 ,101.90 a 40/48 • .791-90• 970490 • +7¢40 *7x40 +70 9 • +7(7. 7¢40' itia +751-90 +70/-90 +70/40 +70/40 +791-90 +70/90 +70/40 +751 -90 +751.90 +70/40 +70.90 *718440 040990 +00149 •751.90 +70-90 •+70/.90 +7040 4i +10,40 +lob • +7� 40 t 7oP90 : • 40/95 • +70490• •70/490 +704&8 +7040 +7040 +70/40 +70/40 +70140 +701-90 • • • • • • • NOTES: N SEE SHEET 4 FOR ADD /DONAL SAMPI: CONFPRATIOte • • • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS, • •• • •• +70/40 +751.90 +70/40 +71940 +70140 +70/-90 +70/.90 +7040 +70/.84 +70/-90 +70/.90 +751.90 +704.90 +704.90 +7040 +70/-90 +70/40 N04o +7¢40 +70/40 +794-90 *70/40 +751.90 +70.90 +70/4o +70/40 +70/.90 • • • • • +7¢43 +70/40 +70/40 .75140 +70/40 +70/40 +70140 +70140 +70/.90 +719.90 +70.90 +70/40 +70/40 +7040 +70440 WINDOW HEIGHT 10" MAX. FRAME ASSEMBLY TUBE WINO= -' 1 WIDTH ADDITIONAL ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES, SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE, FRAME 10' MAX --►� 1�- A88EMBLY TuaE I WINDOW HEIGHT L '-iWINDOW WIDTH ADDITIONAL ANCHOR (4), IF REO. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. N O 0 O N N 0 V 01111 Ctrl `■‘" 4YNM AOI�(lll��i 4• ; • 410ENSE ••.**. i * ' 040.58705 * - • STATE OF ••((7�� ii 'C' ''• F <ORtOP•''�(J��� ss O,• /ONA'. A. LYNN MILLER, P.E. P.ES 4706 ••• • • • • • • • • • • • • • •• •• ••• • • • 0 • • ••• • • • s 04 •■• • • • • • • • • • • • • • •• •• ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 20: Item Dwg. # Daswtp6on Material ASSEMBLY DETAILS " ` 1 1 f 1 124" — 1 —"-I . He 1 7002 Main Frame Head, 510 &Jamb 806348 Alum. ` 2.701' 2 7071 Anchor Plate 6089 -76 Alum ALL DETAILS SHOWN FROM THE INTERIOR � 2 919' — .125" 3 7003 Sash Top Bottom & Side Rail 60633 413 Alum. AS REQUIRED PER © 4 7008 Frame Corner Key Steil © l ,q39. i 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam t 1.15W .062" L. 7 7072 Sash Corner Gasket Vinyl Foam 1•+-- 2.784" —► 2'139' 7070 Bulb Weatherstrip .187" x.275" Flex PVC 70 .093• 10 7024 Maxim Multi -Point Lock Steel FRAME HEAD, SASH TOP, FRAME SASH 11 7026 Lock Support Plate Steel O 1 3 71 SILL & JAMB BOTTOM & SIDE ASSEMBLY TUBE 12 7014 Multi -Lock Keeper Steel CORNERS #7002, 6083 -T8 #7003, 6063 -T8 #7004, 6083•T6 13 7013 Tle Bar Guide Nylon TABLE 3, SHEET 14 7015 Tie Bar Assembly Steel or SS ^_<101, �� 1.358' 15 7028 Maxim Dyad Operator, WWe =24" Steel 2.203` 16 7027 Maxlm Dual Arm Operator, WW>24" Steel 1 1 / .040" 1,000• 17 7030 Operator Gasket Vinyl Foam l c)) .—��4�41f1'•" 18 7031 Operator Backing Plate Steel ' ' AV J I .423• 19 7051 Operator S acer8lock Nylon 095' - '083 © FIXED" 20 7032 Stud Bracket Steel / ANCHOR PLATE SCREEN FRAME A#DD30N6FLL3N7 E / 21 7033 Operator Track & Slider (Dual Ann) Steel 70 60 O 2 O O #7071,8083 TB #7006, 8083•T6 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hinge/Washable (HO), Manuf. by Truth Sleet 24 Snubber, Anti-blowout Clip Steel y V 31 Dura Seal Spacer Steel —.- .708 "+ - .523" It,.. .050' —+- 32 1713 Setting Block 5 /3Y' 5 3/16" x 1 -1/4" EPOM ; , -- 1� —`I 33 1714 Setting Block 5/32" x 7/16" x 1 -1/4" EPOM ,t/, g� /.. —.866" g I( .865" L4 T IL 1 S 35 7036 Lami Bead 8 8063 -T6 Alum 36 7042 Lam) Bead C 6083 -16 Alum. 37 7059 Lam) Bead 0 6083 -T6 Alum. 38 1224 Vinyl Bulb Wstp Flex PVC 70 / BEAD B BEAD C 39 1225 (Thick) Vinyl Bulb Wstp (Thin) Flex PVC 70 ,. 35 36 #7038, 6063 -T6 #7042, 8083 -T6 INTERIOR 50 Dow 899 Silicon8ackbedding 60 7006 Screen Frame 3105-H14 Alum. ' 61 7040 Screen Comer Key Polypropolene ;' A % V _172' I 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC Q .870' (�� " , 64 320 Screen Spring Staineee Steel �`~ 70 134 Add -on Flange F 6063 -T6 Alum. ,o" •l," f&� FRAME } '"I 1--- 71 7004 Frame AssyTube 13083-T6 Alum. .589" Approved as compl7lna MIA 14r Plolide Ootdlnl�Code Date - � r. M1Bt s Dade ue1 CCptro Y '" BEAD D 80 6832 x 1/2" Ph. Pn. Mach. Scr TYPE 8 Stainless Steel CORNERS _`. T__.__ 37 #7059, 6063 -T6 /'(► yr 81 1157 #8x 1/2" Ph. Pn. SMS Stainless Steel 82 88x5 /8 "FL Ph. SMS Stainless Steel Fl. • • • • • e8Ralnl9ss • • • • • • • • • ,1■11111r/r ```, 't\s( LYNN ,(f, ' /' /i J 1�&ENSF ' . 'A No. 58705 .• * �_ _ =`fl 3 ry l ;, lug %.p '•,• STATE : �iG` i���s FIOR�OP �G�`� ` /7779 /ONA\ -. 4 `‘' A.LYN�I�iIL�ER,P.E. P.E. #58705 Revised By Dote: Revision: 84 88 % 1" Ph. TEK! • 'tee, 11el^0%01 ate°f SletnASe Steel Stain s t SS 86 • • • #8 x 1" Quad Pn SMS• • • • • • 88 X 1 -1/2" quad Vitt • • • • y , Revised Dy: Dote: Revision: 4- N j 87 1110x 1/2" Ph. Pn. /TEK 89 010•24 x 9/16" Ph. Pn. TYPE F Stainless Steel • Description: BOM AND CORNER VIEWS Title: CASEMENT WINDOW DETAILS - LM & SM Drown 9y: J ROSOWSKI 90 81251 " Ph. Pn. TEK Stainless Steel • • • • • • • • • • • • • • • e ••• • • • • • • • • • • 1070 TECHNOLOGY DRIVE 34275 N P.O. BOX 1529 NOKOMIS, FL 34274 Dote: 08/08/12 • • • • • • • • • •• • • • • • • • • • • • • • • • Ssries/uodoi CA -740 Scale: NTS Sheet: 10 OF 10 ()rowing No. MD- CA740 -LM Rev; CERT. OF AUTH. #29296 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami -Dade County) and /or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-700" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 1 I, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. •••• TERMINATION of this NOA will occur after the expiration date or if there has Leer} n revision•at•change• in the materials, use, and/or manufacture of the product or process. Misuse of this NOA aeon entlots,ent of any product, for sales, advertising or any other purposes shall automatically termiMt fi'is NOA'.'Faiture to" comply with any section of this NOA shall be cause for termination and removal of NO ADVERTISEMENT: The NOA number preceded by the words Miami -Date. Winty, FJprid5, and.. • • • followed by the expiration date may be displayed in advertising literature. If a »y roriion ofthe NOA is. •:. •' displayed, then it shall be done in its entirety. • MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 26th Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590, F (786) 315 -2599 www.miamidade.fovtaeral • •••• • .. •• • •• INSPECTION: A copy of this entire NOA shall be provided to the user bpi Itii.i ianufactufer or its distributors and shall be available for inspection at the job site at the request of the Iuilding Offiiial •: • • This NOA revises NOA No. 11 -0405.10 and consists of this page 1, evidence pago € ;1, E-2 arj•4-3, as; well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. Z't NOA No. 11- 1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 Page 1 • •• • PGT Ind stries NOTICE OF ACCEPTANCE: EVIDENCE SUBIV.MITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing Na 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on:1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 2. Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4958 and FTL -5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 3. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo La;ggigspada, P. E. • • (Submitted under previous NOA No.07- 0322.06) • • •• ▪ : • . • • .• 4. Test reports on:1) Large Missile Impact Test per FBC, TAS 2011-14 • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS'tQ3 --94 • along with marked up drawings and installation diagram of an pjwinum's3 Le hung, • • • • • window, with fin frame, prepared by Fenestration Testing•Labaratory,.Ina, Test.: •. • Reports No.'s FTL -4649 and FTL -4723, dated 10/05 and 080 T i G5, both signed and sealed by Edmundo Largaespada, P. E. • • • • • • • • (Submitted under previous NOA No. 05- 1018.01) • •' J : me D. GYM , P. L. Product Control SecttddSupervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -1 • ..•. • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on:1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05- 1018.01) 4) Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminium single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL -4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05- 1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300 -04 (Submitted under previous NOA No.11- 0128.03) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). •••• E. MATERIAL CERTIFICATIONS • • • • • • 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont Deb1ernours U.Co , Inc. for their "DuPont Butacite® PVB Interlayer" dated 09 /08 /11,epiring on 12/11/16. • 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc.. f'f their "Sldlex and. Yancey* clear and color interlayers" dated 05/05/2011, eigr?ng on 051'lf/2016. • • • • • •. •. • .. • • • Jaime D. G43hb , P. E' Product Control Sectit85Spervisor NOA No. 11- 1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -2 • .• •... PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC -2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL -4957, FTL -4958, FTL -5063, FTL -4645, FTL -4649, FTL-4723, FTL -4947, FTL -4650, FTL -4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10 /03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07- 0322.06 and 05 -1 018.01) G. OTHERS 1. Notice of Acceptance No. 11- 0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window -- L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. •. . • • • • •••• • • • •• • • • •••• • • • • • •• • • • •••• •••• • • • • •••• •••• • • •• •• •• • • • • • •• • • • • • • • • Jatme D. G$ Y n, P. E? Product Control SectiBA Supervisor NOA No. 11- 1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E -3 • • •• • • • • • • ••• • • • • ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 6/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 0.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 6/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. A H. 13/16" LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 616' LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18" LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16" LAMI 10: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/16" LAMI 10: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) g, DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS, 8. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4845, FTL-4848, F7L -4847, FTL -4848, FTL -4849, FTL -4850, FTL -4651, FTL -4723, FTL -4957, FTL -4958 AND FTL -6083. ANSI/AF&PA NOS-2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). h ••• • • • • • •• • • • • • ••• •• • • • •• n4, R1.71 T, '41'411 ,,yyn NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8-11 18T8 TECHNOLOGY MUM NOKON& FL SUM P.O. BOX 1828 NOKOMIS, FL 84274 17STh y Bear GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT 0.1010000t rr: m e !WOO I NTS I 1 • 11 aw•x,. 4040-20 PRODUCT IU WISED as IuByCo with dm Florida ding No \+111111111,, �`.E$SE �R No 58105 1 6E A. LYWIWMU,L , P.E. FL P.E.# 58705 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • •• •• •• • • ••• • • 9 • - �j 80,81 or 82 112" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18" NOM. 5/16" LAMINATED GLASS 86,87,88 or 92 ••• • • • • •• • • • 1/2" NOM. GLASS BITE As, NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/18" WITH NO CHANGE IN DESIGN PRESSURE. aEXTERIOR INTERIOR (ALL SECTIONS) I:E3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/18' LAMINATED GLASS 1/2" NOM. GLASS BITE 1/8 "ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/18" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS r • 13/18" NOM. • • • • • 13/16 L$ Mf 13 GLASS W/ 5/18" LAMI 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED AIR SPACE 1/8" TEMPERED GLASSA 13/18" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI WPM • NO cN*OES Tla SHEET Wedgy 4LR, arc •Ar•q: F.IG ow • 04/99/11 loodoi 1W13/116 9/1/06 M,•u•: • C• • S• • CHANGED•CAR GLASS TYPE TO TEMPERED PROM HS csomw J.J. ADD IT9492leOHS LAW 1.0. MASS OSA,A)aI 5910NOTE 02/28/0 • 7 I 1070TECI NOLOGYDRNE NCt62MW, FL 94270 P.O. BQX 1629 NOKOMIS, FL 31274 gZ 14sth Defter GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT IFun 1 2 of 11 I° 4040-20 Oa PRODUCT REMISED a complying with thy PIorid" Building Coda Ex. D a ffi .4114'//". Nom do Product Coluro 1 \\‘‘. yYNN Mtz4 '1//, �� O�.•'' .NSE � * No *705 a R to N • tii; ��'��FSSIONA� ;��`�� A. LAItiMILLpI�, P.E. FL P.E.# 68708 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION 8, TABLE 1. TIP -TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 83" 86" 68" 70" 72" 74" 78" 48" A,S,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +80.0 -80.0 +80.0 40.0 +50.0 -60.0 60" A,B,M +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +79.0 -79.0 82" A,B,M +80.0 •80.0 +80.0 -80.0 +$0.0 -80.0 +80.0 40.0 +78.8 -78.8 +77.3 -77.3 +76.9 -75.9 631/8" A,B,M +60.0 -80.0 +80.0 -80.0 +79.6 -79.6 +782 482 +78.9 -78.9 +76.4 .75.4 +74.0 .74.0 UPT0631/8" C,D,E,F,G,14,1,J,K,L +80.0 - 80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION A TABLE 2. TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 315" 44" 50 5/8" 83" 72" 74" 76" 46" A,B,M +80.0 -60.0 +80.0 -50.0 +80.0 -50.0 +80.0 40.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 80" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 52" A,B,M +80.0 - 80.0 +80.0 -80.0 +80.0 -60.0 +78.9 -76.9 +70.0 -70.0 +888 -68.8 +67.8 47.8 631/8" A,B,M +80.0 - 80.0 +80.0 -80.0 +80.0 -80.0 +75.0 •75.0 +68.0 -68.0 +08.7 -88.7 +85.6 -85.5 UP ion 11r C,D,E,F,G,H,I,J,K,L +60.0 40.0 +80.• -80.0 +60.0 -80.0 +60.0 40,0 +70.0 70.0 +70.0 -70.0 +70.0 •70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED W NDOW TIP-TO-TV FRAME DIMENSIONS WIDTH I GLASS TYPE TABLE 3 631/6" 1 D,E,F,J.K,L WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. Wl SASH • 76" FLANGED AND T8' INTEGRAL PIN) 171/8" 22 11/16" 28 3116" 33 314" 36 816" 44 13/18" 803/8" 8516/16" +60.o 1 -80.0 I +80.0 I -80.0 +80.01 •80.0 J +80.0 I •60.0 I +70.0 1 -70.0 I +70.0 I •70.0 I +70.0 1 •70.0 I +70.0 1 -70.0 GLASS TYPES! TEST REPORTS TABLE 4. A. 6118" LAMI - (1/8"A,.oao,V8"A) FTL.4847, 4848, 4723, 4967 8.5/18" LAMI - (118'A,.090,1/8"H8) F1L- 4847, 4848 C. 5/18" LAMI- (1/8"HS,.090,1/VHS) F1L -4647, 4848 D. 7/16" LAMI - (3/18A,.090, 3/18"A) FTi. -4645, 4886 E. 7/16" LAMI • (3118"A,.090, 3/1611S) FTL•4846 F. 7/18" LAMI - (3/16"HS,•090, 3118"HS) F11,4846 O. 13/18' LAMI 10.1/8" T, AIR SPACE, 5/18" LAMI • (1/8"A,.090,1/8 "A) FTL -4848, 4723 H. 13/18" LAMI 10 -1 /8" T, AIR SPACE, 6/16" LAMI - (118 "A,.090,118"HS) FTL•4848 I. 13118" LAMI 10 - V8" t AIR SPACE, 5/18" LAMI • (1 /8"H8,.090,1 /6"H5) FTL -4648 .1. 13/18" LAMI 10 -118" T, AIR SPACE, 7/18" LAMI • (3116 "A,.090, 3/18 "A) FTL- 4849, 4850 K. 13/18" LAMI 10 - 1/8" T, AIR SPACE, 7/18" IAMI • (3/18 "A,.090, 3/16 "116) FTC- 4649, 4850, 4958 L. 13/18" LAMI 10 -1/8" T, AIR SPACE, 718' LAMI - (3/1818,.090, MUMS) FR.-4849, 4860 114. ¶S$ 414120 -.1%A, SIR SPA,QE,•6/18" LAMI - (1/8"A,.o90, 1/8"A)* F71. -BOBS I MEETING RAIL "X" W HT. MEETING RAIL "X" HT, . "0" MEETING RAIL PY/4 • ••• �'" •'•� • • • •NO1'SS: :t, 41NI O 444-HE La%Y SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN • • • •PRESSURE9ARE UMBFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1° FROM THE FLANGED TIP - TO-TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAX MUM. PRODUCT RIMMED as complying with the Florida Building Code Ma- apmnco DESIGN PRESSURES ALUM SINGLE HUNG WINDOW, IMPACT OM700 TITS 11 d 11 1 404040 l V ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • ••• • • • • 531/8" MAX. FLANGED WIDTH 52 1/8" MAX. I.F. WIDTH SEE DLO TABLE L SEE DLO TABLE (MAX.) L SEE DLO TABLE SEE DLO TABLE 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 B B DETAIL D VIEW (CUSTOM SASH) •NbeftS• : .• : : . • 1. h�SFQQI P AL SECTION DETAILS. F 2 SE H • DA DVIE 3.48E98HEE7€8 8 TI1ROUSH IA FWi ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. 78' MAX. IF. HEI cHT ® SEE DLO 76" MAX. TABLE FLANGED HEI " HT 20" SASH HEIGHT DETAIL B VIEW (STANDARD SASH) 76" MAX. FLANGED HEIGHT SEE DLO TABLE DETAIL E RADIUS TOP (CUSTOM SASH) C1 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 343/18" B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/18" E 52 1/4" 52 5/16" SASH LOW HIGH DETAIL SILL SILL A 341/2" 343/16" B 27 7/18" 27 1/8" C 27 7/16" 271/8" D 163/8" 153/4" E 183/8" 153/4" TABLE 5. 9R0DUlaC nw T RHEWo V nIXD e 2 t. , r rBuilding Code ida j.�16 ex ,tea: f.t F.K. A1 N 1114&Pof Oft 9/1/05 •At • •S• .IJ. NO CHANGES UM SHEET NO CM4NOE8 ISHEET • • • • • ROD W9ESRAA1 7NN.F.I VERSION, OHS NOTE & ADD NOTE4. 2/28M9 1070 TECHNOLOGY DRIVE NOKOMIS, FL $1476 136X 1629 NOKOMS, FL 84474 VIA& Reno ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT 814700 I NTS 14 a 11404020 D ��11111u1�/. ,\`` LYNN Otis °.. ���eHSF * • NO 58705 will kb ce ��5�•', STAT OF A. LYNN WII AR, P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • 0 •• • • • • • • • ••• • • • • I �-- 2.784" INSIDE ;I NOTE: MIN, (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH INSIDE MAX. VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,1 MAX. FIXED LITE DAYLIGHT OPENING 2.710" MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS A INSIDE MAX. HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING HIGH SILL HEAD JAMB •• • • • •• • ••• •• iiIiit -- 11.1!! '�� 0 . • SECTION B-B (LOW SILL SHOWN) OUTSIDE/ 2.710" I.F. FRAME 11 OUTSIDE 1 �I( m 111E 2.330" (LOW SILL) SEE NOTE ABOVE ! 16,A 1a*** D4 NOCHAN0�77SS8HE�T �et•e41e • • • • RR. NO CHANQF.81SSIHEET ROM s.IL Ate LP.•8 7WjNS4GONSOWATESALC /ENTS FN. F WMD of J. J 2 _ '7 I • ULTRALIFT ONLY 2.846 (HIGH SILL) ALTERNATE HIGH SILL ULTRALIFT ONLY PRODUCT REVISED as coropIytitg with the Plorlda Bunding Code Aecept•tce No Product Cowin SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) p • 04/01011 RaWani .0 • •M• •.4w. •8 • MAWS 1070 TECHNOLOGY DRIVE NOK0188, FL 84278 PA, BQ(111110 NOKOMIS, F i. 34274 FIGZ V&!Ab Better SECTIONS tr ALUM. SINGLE HUNG WINDOW, IMPACT HO I 5 a 11 14040.20 S14700 D 0ttltt Ili /i `,�ta�LYNNMI(�� /,, 1: ,���,•�,OgNSE'• F,p �: * ' No. 58705 1c ,�. Rio " Lry F[OR10.•c" =� '�,��``s,� (ONAS- to A. LYNN Mg16EI�'P.E. FL P.E.# 68705 ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 7TEM DW11015 1 4002A 2 1155 3 4003C 5 1826 6 4004 7 4025 6 4026 11 4029 10 1080 11 12 13 1085/1086 15 1e 1080-1 17 4083 18 4029 -1 FLANGE FRAME HEAD 58 X 1.000 QUAD PN. SMS FLANGE FRAME SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB BASH STOP SASH STOP (EGRESS) 1.125 LONG SPIRAL BALANCE, 318", 6/9 ", CO 11/16" BAANCE COVER, 318" OR 518" *8 X.750 PH. PH. 8/40 BALANCE 807TOMORACKET POO 612225 781P0A 612228 7PA01626 612227 812244 812244 SASH TOP GUIDE S8 X 1 PHILLIPS FLAT HEAD 8.811 BALANCE COVER,11he° BASH STOP COVER BASH BRACKET 19 21 4054C 23 4006C 25 1235 26 1096 58. 32X1/2 "$.O. PH. FH. TYPE F8.671. 27 1016 FIXED MEETING RAIL BASH TOO RAIL WSTP.,.1 +0 X.270 BACK, FIN SEAL BWL I ATCH $e X.625 PH. kl. BMS 68A.CVR916 7834M 78ALTBKT 42504 7SX1FPPX 60ALCVR870 64053 7ULBRKT 7832X12FPFX 640540 84006 676160 71098 7868 28 4007 30 1228 SASH BotTOMRML (LOW 8LL) 31 4006 1288 WBTP., BULB VINYL SASH 8106 RAIL 'BASH FACE GUIDE 612230 6TTP249 e12231 42501 35 1822 1062 LAM 8ETTIN0 BLOCK 3/32" X25/84„ X1" LAM 10 8E111140 BLOCK 1 "X314" X1118" 71622K 71052K 37 1224 38 1225 VINYL 01&2, BEAD BU1S (THICK) VNYL OL*L 8BA0 BULB (THIN) 6TP247WK 6TF1248K 41 40396 42 40448 44 4222A GLAZING BEAD, 5/16 LAM GLASS. GLARING 6Nb, 6/16IAM VW3RILL KR GLAZING BAD, 7 /16" LAM 640390 644703 84222 46 985C CLA2INO BEAD, 7/18" LAMIWIGRILL KIT 6905 48 4087 GLAZING BEAD, 13/16" 1&&11.0. 84067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 84072 49 4073* FRAME, I.F. HIGH 8•.L 04079 60 40740 FRAME, LF. JAMB 84074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 704009 63 1088 64 2740 SPRING, 8LL LATCH (EGRESS) ELL LATCH (EGRESS) (HIGH 8111) 78PRNO 02740 55 1014 SCREEN FRAME (HOR. 8 VER.) 61014 56 1630 ST• 131! 68 • 1074I• SCREEN CORNER KEY VWRINOS 62RF�NWOUTRINGS SCR N 71830 71631 7CA9P •• • • ••• • • • • 58 • 1124: ReEN;BAIINE -!1i5 DIA FOAM ••• •• .• • • •• 81624K NA• TECHNOLOGY DRIVE NONOLM, A 34276 P.O, $QOf 152 NON ,88, fL$4274 ITEM DWG.* POTS 60 1635 SCREEN SPLINE •.135 DIA HARD 61895K 61 SCREEN CLOTH 61818 83 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 $6 X 1.000 PH. BUGLE TBK 706X1 67 86 4051A GLAZING TAPE, 1/1$ X1/2 Me LAM SASH BOTTOM PAL (HIGH 881) 620V1510 64051 69 4050A FLANGE FRAME 8115. 611061 8X1) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 81 A 06.408 5/16" LAM, (1/8 "A.090 PV8,1/8"A) I). GLASS, SM6" Lou. (1,8%&.090 PV3.1I8"HS) 82 0.01&56, 8/16" LAN, (118" HS,.000 PVB,118"HS) 83 b. GLASS, 7/16" LAM, (1/5"A..090 PV8,118"A) 84 E. GLASS, 7/18" LAM, (1/8"&1180 PV8,1/8"H8) 85 F. GLASS, 7118" LAM, (1/8"H8,.090 PV8,1/8"HS) 86 87 G. MASS, 13/18" LAMA KG ;1AG "i, AIR SPACE, 5/16" LAMI, (1/8"A.090 PV6,HIM H. GLASS, 13/16" LAM 40; 1/8"T AIR FACE, 5440" LAM, (1/8"&.090 P S,1re"HS) 88 1. GLASS, 13/18" LAM 113; 1/8"7, AIR SPACE, 5/18" LAM, (1 /B"HS,.090 PVB,1/8"H8) 89 90 91 92 J. GLASS, 13/1r LAN 10;1/8"T, AR SPACE, 7116" LAMA. (3/16 "A.090 PV8,3 /16 "/y K. GLASS, 13/16" LAM 1G;1/8"T, AIR SPACE, 7448" LAM, (3/16"A.060 PV8,8/18"Hs) L. GLASS, 13/18" LAM 10;1/8"7, AIR SPACE, 711 8" LAJ1M. (3M6'18,.090 PV13 ,9/18"HS) 4* UI.ASS,13/15" LAM M;1/8 "A MR SPACE, 5116"1688M16"A 090 P m,1m "A) p, 0 47 FRAME, I.F. HEAD ® #4071A,8063 -T6 FRAME, .F. LOW SILL 54072 &,6083.76 PRODUCT REVISED es aomplyiu4 with die Markle Banding Cads .lssaptance No - • i • Contro FRAME, I.F. JAMB ®O 49 FRAME .F. HIGH SILL ®U 540748, 6083 -T6 54078A, 806946 (USED AS RADIUS TOP HEAD) �t %Prlbly B.rar PARTS LIST ALUM SINGLE HUNG WINDOW IMPACT 074760 NTS 8 a 11 4040-20 N "" ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • •• • • • • • • • • • • • • • • •• •• • •4 •4 • • ••• • • • • (� FLANGE FRAME HEAD �J #4002A, 8083-78 0 10 FLANGE FRAME JAMB �� // #4004, 8083-75 (USED AS RADIUS TOP HEAD) 21 FIXED MEETING RAIL #4064A,8083HD -T81 2.330 O FLANGE FRAME SILL (LOW) #4003C, 8083-78 062 .490 OSASH STOP #4025, 808345 1+-2.279—.1 JO7 oez 23 SASH TOP RAIL #4006C,6063118•76 • • • II-- •-2.984 • • • • • • • • • • • •FI.AINGE FRAMESILt•(HIGH) #4050A, 8083 -78 lOodlo itn1ttt11 �.� • O6606/P1 reso ate• 11p M .082 H1.513 --•I —.738 17 SASH STOP COVER #4053, 8063 -T5 I.F. FRAME SEALANT ALONG ENTIRE JOINT I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) LVIEW D-D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 28 SASH BOTTOM RAIL(LOW) #4007, 6083-75 68 SASH BOTTOM RAIL (HIGH) #4051A,6083.75 1.165 31 SASH S DE RAIL #4008, 8083.75 —.050 878 1.098 I •— • 1 O GLAZING BEAD 7/16" #4222,8083 -T6 .050 1.115_ --•—■1 1- c3, GLAZING BEAD, 7/16" #9850,8083.75 (USED W/ GRILL KIT) .878 1.086 1 1-" - GLAZING BEAD, 5/16" #40398,8083 -75 050 1.098-9► —+-I GLAZING BEAD, 5/16" #40448,6083.75 (USED W/ GRILL KIT) 1.097 GLAZING BEAD, 13/16" IG #4087,8083.75 9 NO CHA&PGES 71){$ SHEET tleober •C• No • NfaE8 ET 8. F.R16 se LAMA T9FNAMiCORNER ASBEM1LYTOINOLUDELF. AND 2141l OY 1070 TECHNOLOGY OR1V6 NOKOM"O, FL 34270 P.O.BOX 1520 NOKOMIS. FL M42T4 Visibly Bettor EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT Ste00 I HIf I 7 a 11 0.r■nn. 4040 -20 D PRODUCT RI:VISSD oe complyiii(��n� the ddwilh Florida Building cco d ph8woNo id P41 �; ado Product Comm' JGENSE .'•.'Q �� * W3 58105 o •'• FLOtlOP'•�� A. LVt S:LE 1k FL .E. #8705' ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • • • •a • • ••• • • • • ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE` FOR 1M FLANGED WINDOWS TABLE IL WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 of >Q U U . p� t0J 77pppp55 �SSS aQ`"U SSA r0 0 U -0:40. U U r (40 0 -Ae� 5 " 8' 0 -6,10 U "AgloN6 0 0 6 WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 112 1 j[i 1 11. 1 1 112111 1 1 1T2 1 212 1 112 1 212 1 2r221 1 221 1 22f2212 1 1 1 212 1 42 1 4 2r22(2212212 1 1 1 1 42 1 218 1 .212313 1 A'B'M 1 112 1 111 1 111 _1 112 1 1f 1 1 113212 1 1 112 1 212 1 2T2 1 212 1 2.2 1 212 1 212 _1_ -21 -2- 1 11 212 --2-1-i 212 1 212 1 212 1 212 1 213212 1 1 313 9 4 . 0 0 0 C,D,E,F,G, H,I,J,K,L 1 1 1 2 1 111 1 112 1 1 1 r2 112 1 112 1 212 1 142 1 212 1 212 1 212 _1_ 2f 2 1 212 1 4225.11i 1 1 1 1 2f 2 212 1 213212 1 1 213 1 313 1 212 1 313 1 -313 ABM • 1 Ili 1 y111 1 112 _1 1 112,112.1.212 1 1 1 _1 112.212 _1 212 1 1 212.2(2 1 212 1 212 1 212 1 1 1 213.272.212 1 43 1 212 1 273.313 1 1 212 32.000 C,D,E,F,G, H,I,J,K,L 1 1 112.- 2 1 212 1_ 111` 213 142 242 1 213 1 1 1 r 2 213213 1 1__1 212 213 1 218 _1 212 _1 213 2 1 1 313 212 313 2 3_T4 1 312 1 3f3 2 314 1 31-3- 1 4f4 1 1 2 ABM 1 1 2 1 1-12 1 2 2 1 1 2 3 1 2 1 21-2 1 -2-5 1 1 112 213 1 111 1 1 21-2"--2-1-3- 1 211-21-i 1 1 1 1 1 1 314 1 1 312 313 1 314 1 313 1 41-4 2 3,313 212 31 3 37.000 C,D,E,F,G,� H,I,J,K,L 1 ` 1 2 1 1 1 2 1 212 1 1 2131[ 2 1 213 2 213 1 _1_ 212 213 2 213 1 _2 212 213 2 213 1 213 2 213 2__1_ 2__2 314 213 313 314 _1_ 2 313 3 4 2__ 315 1 3f3 2 444 ABM 1 2 2 1 112 1 2 2 1 1 2 3 1 1 2 1 25-213 2 1 1 214 -213- 2 213 1 2 2 1 2 2 1 2 323 2 31-4 1 2 313 31-4-515- 2 1 313 2 414 212 213 2 1 3 -21-3 213 --31-4 2 3 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 112 2 212 2 213 2 21221 2 3 2 21-3 2 21-2 2 21 3 2 213 2 213 2 i-13 2 214 2 21-3 2 31 3 2 314 2 --21i 2 314 2 315 2 ill- 2 _ 314 2 41 5 . 2 31-3 2 _ 4] 4 212 A B,M 2 2 2 212 2 2 213-212 2 -211 2 -2-1-i 2 212 2 25-2-5 2 2 213 2 213 2 214 2 2 3 2 3 3 2 314 2 213 2 314 2 2 311313 2 3T4-4-11- 2 2 313 2 414 212 112 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 1(12121(2 2 2 2 213 - 2 212 2 2[3 2 213 2 21.2 2 313 2 214 2 213 2 3(3 2 '44 2 213 2 i1-3 2 314 2 213 2 314 2 315 2 313 2 314 2 415 2 -f53T4 2 314 2 2 415 2 ;Ili ABM ' 2 2 2 ill 2 2 212 2 -2-1-i 2 213 2 2 21231321421331331423333142 2 2 2 2 2 2 2 2 2 33431533344 2 2 2 ,212 212 213 48.000 PSF 79 79 C,D,E,F,G, H,I,J,K,L 2 -212- 2 2 212 2 212 2 213 2 212 2 213 _2_ 314 2 2 313 2 3 14 2 213 2 314 2 314-2-13 2 _2 314 2 315 2 311 2 3 2 -Ili 2 41 5 3 418 2 314 2 5 1-5 2 -a-11 213 3 4 315 A B,M 2 2 2 212 2 213 2 2 212.213 2 [4 2 -21i 2 313 2 314 2 218 2 1.4 2 314 2 213 2 314 2 315 2 373 2 3 4 3 315 2 3 3 2 -41-i 3 418 2 314 212 2(2 ••• • • •C,D,Ei•F,(4 5361:5; ••• • RSF 32 • •70 78 i i , 4 L : 2 ' 1 i 2: 2 - 1 2 ' 1 2 2 2 3 2 212 2 213 2 314 2 2i3343 2 2 f42f33-f4314333f4 2 2 _3 2 2 3 315 _2 3 1 - 3 2 4 4 3 418 2 314 3F 415 3 418 2 314 3 516 ••ABM• Z ill •2••2 212 2 2 2 2 9 2 212 2 -21-i- 2 314 _2_ 213 2 2 -314. 34 4 2 213 2 3 314 3+14 2 2 313 3 rte 3 3 1 5 2 3.13 2 44 4 3 415 _2 43 2 -41-5- 3 -473 _2_ 314 3 415 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS - 171/2 MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ,9 SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5 %ESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL Ell ©© (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAL PRODUCT REVISED as complying with the Florida Building Code Acceptance No i a4iatul e Product Contra 1QDil11 Oak te 9 NOCHAjOE8 TIP SHEET C NO F.K. 1070 TECHNOLOGY DRIVE N010MIA FL $427e A.O. BOX 1610 NDKOMIB. FL 34274 Visibly Better ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW IMPACT NTS 8 d11 0•••■ 4040-20 zo% 1�11t aril, y, •.4\ No *705 W SAO ' . ��o4P��: SIONP: A. LY(44 WII UL( I3; P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • • • •• • • • • ANCHOR SUBSTRATE: ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. W DOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 TYPE:---Z--.---0 M `dyN0 U Z�ZM 0 3 o ", 0 Z "UT0 U zM0 o U 2�ZM 0 0 0 0 " "0'�0" 0 zeh 0 0 Z "0 0 zpMo . 0 , 0 Z . (� ZM 0 0 `� 0 2rzMp "3 C) 0� 0 0 z�2 "U 0 0 WINDOW WIDTH GLASS TYPE 19.125 C, D, E, F, G, H,I,J,K,L 1 111 1 111 1 111 1 212.21.1. 1 1 212 1 212 1 211 1 212 1 212 1 212 1 212 1 212 1 2f 2 1 2[2 1 212 1 2[2 1 212 1 312212 1 1 312 1 31 2 1 312 1 -312 1 212 1 212 1 912 1 3J2 A,B,M 1 111 1 111 1 -1,11 1 _212 1 2j 211 1 1 1 212 1 2T1 1 212 1 212 1 1 1 212 1 .212 1_ 212 1 21"2 1 212 _1 212 1 312 1 212 212 212 24.000 PSF 79 C,D,E,F,G, H,I,J,K,L 1 1 1 I 1 1 1 1 1 1 212 1 1 1 1 1 2[2 1 212 1 21.2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 2 1 2 1 2 1 3 1 2 1 3 1 2 1 2 1 2 1 3 1 2 1 3 1 2 1 2 1 2 1 3 1 2 1 1 1 A,B,M 111 212 111 2r 2T2 212 212 212 rifi 212 21 2.212 3T2 T2 2T2 312 312_2, 2 312 3r 212 312, 1 1 1 1T1 32.000 PSF 88 77 C,D,E,F,G, 11,1,4,K,L 1 11111112 1 1 1 [2 1 1 1 ill 1 212 1 212 2 313 1 212 1 -31.-i-313 2 1 312 1 373 1 ID- 3 1 2 2 1 313 1 -.41-i 1 i -1 1 1 1 1 413 1 413 2- 2 212 413 1 473 413 1 473 312 1 312 A,B,M 111 -111 111 1 212 1 212 1 Zr 1 213 1 212 1 272 2 1 2-12 1 313 2 3-13 1 31-2 1 313 1 313 1 212 1 3373' 1 413 1 312 313 37.000 PSF 59 67 79 C,D,E,F,G1 II,I,J,K,L 1 -11T 1 1 2 1 212 1 2] 2 2 213 1 212 2 273 2 -3T-3_1 1 2 2_ 313 1 313 2 413 2 373 1 812 2 3 3 2 419 1 312 2 413 2 4f14 2 7114- 4 1 312 1 2 473 2 T 111 111 212 2 2 313 ABM 1 -1-F1 1 111 1 2 1 212 1 212 2 213 1 212 2 213 2 31 3 1 21 2 2 31 3 2 373 1 313 2 4-73 2 313 1 31i 2 3 3 2 1 2 -41i 111 212 41 3. 312 3 12 40,000 PSF 54 79 62 79 C,0,E,F,G, H,I,J,K,L 2 2 2 2 2 212 2 -2-1i 2 2{ 3 2 ill 2 -31-3- 2 313 2 -2-1-i 2 3 3 2 4-13 2 3-13 2 -45 2 -31i 2 2 2 41-4- 2 -313 2 2 2 -37-3- 2 -5T 3 2 813, 111 11 1 111 212 313 413 413 414 A,B,M '111 2 2 2 111 2 212 2 212 2 2- 12 2 2-13 2 214 2 -3-1 3 2 3T3 2 2 2 2 -31-2' 2 413 2 2 313413 2 313 2 3C3 2 473-,4 2 4 2 313 2 4] 3 2 414 2 313 111 44.000 P8F 49 79 56 79 79 H,I,J,K,L 2 121 121 1 ®2 222 222 32 3 22 � igi EMI 423 42 4 � � 824 A,B,M 121 2 1 m 2 1 222 222 2 ®3 222 323 324 323 44 423 424 AM IN 423 424 1 524 48,000 PSF 45 74 51 74 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 -2-1-2- 2 2 2 2 2 -37-i 2 212 2 3-13 2 31-4 2 313 2 313 3 414 2 -3T-3- 2 4-14 2 4T 4---3T 2 3 2 414 3 -4T4- 2 -4T-3- 2 574 3 414 2 413 2 -51-4- 111 111 111 212 A,B,M 2 1 1 2 1 1 2 1 1 2 -2T2- 2 -2T2- 2 2 2 2 2 2 2 3 2 2 2 2 2 4T4 3 4-14 2 41-3- 2 Ili 3 414 2 413 2 -5T-4- 212 313 -2-1i 313 314 313 313 414 -31-1 414 414 i -3- •• • : • • • 63125: ••• • • Oki :67..46 67 76 79 C ,EIF,C# E •2 • 2 I4,L:jinni 1 2 2 2227222 2 3 33313313414313414414 2 2 3 2 3 3 2 334441433414515413 3 3 2 3 3 2 3 514 3 515413514 2 3 •• A e M -1-171..-FT-11T-2-11-2-1i • 2 •112 2 2 2 3 2 _2 3E3 3 2 414_ 313 3 414 3 414 2 313 3 414 3 414 2 313 2 414 _3_ 514 2 413 3 514 3 5_14 2 413 _3 574 212 3j 3313 140111 NO CHVIGES TIS SHEET ICTED SY F.IG 7t29225 lteg TECHNOLOGY DRIVE NOKO/Mg. PA. egg lee ,e, a 34274 19i/b6. Boar ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX ® 3- #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX, BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. ® 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLO ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANC ICNtS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) 117 HEAD 3 JAMB ABOVE 313 MTG. RAIL JAMB BELOW MTG. RAIL RODUCT REVISED a complying with the Florida ulding Cads C (FULL DP) HEAD 2 JAMB ABOVE 212 MTG. RAIL JAMB BELOW MTG. RAIL Oradea ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT OnreaNa BMW 1 N7S1 9 a 11 4040-20 firY ••• • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • •• •4 • • ••• • • • • ANCHOR SUBSTRATE: ANCHOR TYPE: QUANTITIES — ABOVE MEETING RAIL (HEAD &JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8 7.126 22.668 2&21 21.778 33.754 39.296 44.839 50.382 55.925 -----*Cl N §ttPvaO 0 U 0 n .6-0ca v 0 §a 0fa -0�$0 "U 0 o cU 0 - `o N0 .-U U o Ny5 Nv o Nv 0 v 0 WINDOW WIDTH MASS TYPE 19.125 D,E,FJ, KL 1 1 1 1 1 �__._ 1 -.2 1 ..2._._2 1 ..._2_._2_. 1 1 1 .2._.......2._.2. 1 1 1 1 _2......a.... 1 1 2 1 3..2 1 1 ..3.. 1 3......2.. 1 1 .3. 1 3.._..3.. 1 1 _3_. 24.000 D,E,F,J, K,L 1 . ;..- 1 ...' 1 1. 1 ._2 ....2.....2.._.2_.._.2 1 1 1 1 -....2 1 _._.2_.- 1 1 1 .2..._3....3 1 1 .,23._ 1 1 .3...._2.__.3,. 1 1 1 .3. 1 3.__ 1 3 1 1 ...3_._..4.... 1 32000 0,E,FJ K,L 1 . -....1 1 _._.1__,.2 1 1 1 ._,2,...._2.._3._.._2 1 2 1 .. 1 -3._._ 2 1 1 3_ __3_.._.3_._3_ 1 1 _.2.. 1 _3. 1 4_...3_..4...._.4. 1 1 1 1 3 ...4 1 1 6 1 3 1 37.000 3 79 D,E,F,J, K,L 1 1 1 1 1 1 2 2 1 2 2 3 1 ... 2 - 2 - ...3..- 2 -3..._ 1 _.3_... 2 _ 4....3.._....3._ 2 1 2 ._.3._ 2 ....4...,..3.....,.4..... 1 2 2 -.4._. 1 ..4.._ 2 _..5...... 2 5 .. 1 .._....5.., _...4. 2 2 2 40.000 PSF 41314 79 79 79 2 79 D,E,F,J, K,L 2 2 2 2 2 2 2 2 2 2 2 2 4 2 4 2 2 2 2 2 2 2 2 2 2 2 1 1 1 2 2 2 3 3 3 4 3 44.000 PSF 79 76 79 77 79 79 79 2 1 2 2 2 2 D,E,F,J, K,L 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 48.000 PSF 78 79 70 79 79 71 79 73 76 D,E,F,J, K,L 2 2 2 2 2 2 2 2 3 2 3 4 2 2 2 5 2 4 2 5 3 6 2 4 2 8 3 b 2 4 2 8 3 -' 8 2 5 8 1 1 1 2 2 2 3 3 53.125 PSF 71 79 63 71 79 64 74 88 77 89 69 D,E,F,J, K,L 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 1 1 1 2 2 2 3 3 3 4 4 4 6 4 5 8 5 6 6 b 7 8 6 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATC: ANI E 12.778 15.776 18.778 21.778 24.778 27.776 30.776 31. 108 31"1 �1a ta alN a is S N Sl -aN WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 2 1 2 2 2 1 2 3 2 3 3 2 3 3 3 3 3 1 3 3 4 3 3 4 3 4 40.000 74 2f212 2 2 2 31213 31213 31313 41313 4 1 3 r 4 41314 •Ia •• • 2 .2j t 1.2, t 2 3 2 1 3 31 3 1 3 4 1 3 1 3 4 1 3, 4 5 1 3 1 4 5 1 3 1 4 • ♦• 648.009 • 63 72 • •2 • 41:2 • •4 2 2 3 2 r 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 • 53.126• • n • • 4 •88 66 72 2 2 1 2 2 2 2 3 3f3 4 1314 41314 61314 51315 51315 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS; HEAD - 181/2" MM. FROM CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6' MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW OA WINDOWS ARE 12 5/8" MIN. TO 38" MAX. ASTABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 8. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE ANO GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DPI HEAD JAWS ABOVE MTG. RAIL 112 2 2 2 4 ... ® TABLE 8. KEY: MAX. PSF (DP LIMITED) JAMB BELOW MTG. RAIL (FULL DPI JAMB BELOW MTG. RAIL 112 2 2 rRODU �p�jS�FiaAda �eaa c � .. 101 i4 4.. V.11111it,, F.K. 7129116 .44,1k :IL' VrikAigiiit'ilrffIlriffil 2210P 7O7OTECNNOWGVDRIVE NOKOMIS, FL 54275 P.O.BQX1029 NOKCMIS, FL 34274 EIGT w:tbb Briar ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW IMPACT NTS 10 • 11 w 4040 -20 \\\\` �.I LYNN Mk! ''iii �.•��ENS> ' •FP * .• No.58705 ' • * -0 • 1� I r /• N ��\ ' STM OF m4. A. LYNI(1I4/IILLLR, P.E. FL P.E.# 58705 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • ••• • • • • 3.35 KSI MIN. CONCRETE EXTERIOR INTERIOR ALL HEAD AND SILL DETAIL ) CONCRETE ANCHOR (SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTE 4) OPTIONAL 1x ' W000 BUCK (SEE NOTE 4) " 13/8" MIN., 1/4" TAPCON P. •1•3/4" MIN., we CRETE -FLEX 1/4" MAX. SHIM 1/4" MAX, SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE �1 WOOD ANCHOR (SEE NOTE 2 & 3)® 11/4" MIN. 1/4" MAX. SHIM CONCRETE ANCHOR. FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 3.35 KSI MIN. CONCRETE ,r,° :, OR 1.5 KSI MIN. CMU As 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4% DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" S M � _.1.1.3/8" MIN. 13/8° MIN. da 1/4" MAX. SHIM � uIItNI wawa dent NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI"DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4" SS4 (METE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 ". 2. FOR WOOD APPLICATION IN MIAMI -DADE COUNTY, USE 412 STEEL SCREWS (05) OR 1/4' SS4 CRETE-FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 412 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 122" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -75 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL. MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 412 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATION IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCWDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2006). WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4),& .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5° O.C. ••• • • • • • • • • • ••• 'Movie • 44 • WOOD FRAME • • • •', • • i 1$1•AIL F, (HEAD) .131" DIA. MIN. x 2 1/2' NAIL, AT CORNERS AND 6" O.C. 0 INTERIOR (ALL JAMB DETAILS) EXTERIOR FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 1,11141111111111 f lIttIt7,iuuuit DETAIL G, (SILL) 1/4" M SAXHIM . WOOD FRAME PRODUCT REVISED et emptying WNhdie Florida Building Cods Acceptance No 104;4114 0•000 000 • _ 1411. 040411 • C• NO F4 1ia 11 B ENO FN om ate! NO CNAYOEB ROI SHEET • 1014 TECHNOLOGY WOVE NOKOM IS. FL 34276 P.O. ego(1620 NOKOM IS, Ft 34274 14,,t* Better ANCHORAGE DETAILS 10 ALUM. SINGLE HUNG WINDOW, IMPACT almlieNa sow mnoo NTS 11 0 11 4040 -20 r 4 • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • ••• • • • • • • • • • •• •• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, Pl. 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 -LM.L APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions ", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A ", signed, sealed and dated 10/15/13 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. MIAMI• -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315 -2599 www.mla m idade.Rov /eco nom RENEWAL of this NOA shall be considered after a renewal application has been tiled 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 manufactwer'ar. its distributors and shall be available for inspection at the job site at the request of the Bgililin4Officiaf • • • This NOA revises NOA No. 11- 0922.01 and consists of this page 1 and evident .gap .E-1 aar •2: as well as approval document mentioned above. • The submitted documentation was reviewed by Jaime 1). Gascon, P. E. •• • . • .... •••• • •; t'NNCjA No. 13 08'I§.05 Expirtlelottbate: M ty 2672016 ApprovtN 1 e October 3i, 2013 • • • Pae 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 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A ", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked —up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A -1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10- 0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11--- 0922.01) D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RtR). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin 1). Brinson, • • (Submitted guider previous NOA Na. 11- 0922.01) (a "" y • • • • • • . Jgijne D. Ga G ,PP. E. Product Gbgtirpj3ection• gifisor • • • jjQA No. n-08.15.05 Expira6I Otte: 1101)1y2242016 Approv$1•12altf October 31, 2013 E--1 • • • • • • • • .• • • • • • • .. • .... • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11- 0922.01) 4. Proposal No. 10- 1070 —R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11- 0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion -- L.M.I.", approved on 12/08/11 and expiring on 05/26/16. E 2 • • • • • •..• • • • •... ••.' • • . Jaime D. Go p,P. E. Product Cbptrpj Section'.gs'isor ... HQA No..13- 0415.05 Expirptitle pate: W42,061016 Approv$LJ tt; October 3j, 2013 • . . • • • • • • • • .. • ...• • • • • • • • • • SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT- RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS ATHRU G; SHEETS 24 VERT. MULL LENGTH r--- OPENING WIDTH FOR VERTICAL MULL / ---' SEE DETAILS A -DO,H; SHEETS 24 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE L HORIZONTAL MULL LENGTH /SEE DETAILS A- D,G,H; SHEETS 24 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: SINGLE MULMQN F OPENING HEIGHT FOR N ORIZ. • • • • • • •6• • • • • • • • • J OENING WIDTH • •8INGLCsAyJL1101( • • "4FIRVERT1CALMULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS • • • • • • • • • • • • • • • • • •• • • • • • • • SEE DETAILS A THRU G; SHEETS 24 OPENING HEIGHT FOR HORIZONTAL SEE DETAIL E, SHEET3 FENESTRATION PRODUCTS MAY OF ANY TYPE. MUST BE MANUFACTURED BY POT. 1- .-- HORIZ. MULL LENGTH -1 GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS 'FREE- FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHEO TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 114" 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 (180. THEM STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1,8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE 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 -8443; ELCO ULTRACON /AGGRE -GATOR NOA'S; ANSI /AF&PA NOS FOR WOOD CONSTRUCTION; ADM- ALUMINUM DESIGN MANUAL 0) 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 POT- APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. VE MULL LENGTH SEE CORRESPONDING DETAILS FROMIROURE 1d8otiB. • • • • • • • ••• • • • • • • • • •• • • • • • • • • • GENERAL NOTES 1 ELEVATIONS 1 MULL TO 2X WOOD ................._ MULL TO 1X & MASONRY.... 2 INSTALLATION NOTES 2 MULL TO MASONRY.... ............ 3 MULL TO STEEL STUD 3 MULL TO MULL ,..........._......._3 ANCHOR SPECS.........._....__3 ALTERNATATE CLIPS ..............._4 BAY MULL INSTALLATION..._ 4 1 X 2 X .125 MULL SPECS—. ....... 5 1 X 2 X.376 MULL SPECS.. 8 1 X 2.76 X.378 MULL SPECS7 1X2.76 X.86 MULL SPECS8 1 X 3.128 X.600 MULL SPECS9 1 X 4 X.126 MULLSPECS10 1 X 4 X.378 TUBE MULL SPECS11 1 X 4 X.375 T MULL SPECS11 1.26 X 3.188 X.288 MULL SPECS12 2 X 4 X .25 MULL SPECS13 2 X 8X.26 MULL SPECS ..... 14 1.26 X 2.11 X.126 MULL SPECS15 30" X 3.28 BAY MULL SPECS,. 18 46' X 3.26 BAY MULL SPECS 17 MULLION & CLIP DIMENSIONS, 18-20 LOADING EXAMPLES. ..22 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING USING THE ASCE4 STANDARD. 2) CHOOSE A MULUON TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR 'TRIANGULAR/TRAPEZOIDAL'. 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT't FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17 RESPECTIVELY, USING 1140 MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULUON IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (188). 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 (LB8) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE /ANCHOR -CUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FP) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LB$/FI') 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 SE 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/FTs), OBTAINED FOR 1145 MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USE0 IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. PRODUCT REVISED as complying with the P10110e Building Cade - Acceptanw No Miw ct Castro \ \ \111111f1f ,C( \LYNN 4q /fpp.„„ii .�� C�� . GENSF.'..w 't* * No. 58705 D S AT FLORIOP." \: A. LYN(J I/1lU.ER, P.E. FL P.E.# 88705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) MULLION EITHER THE STANDARD OR OFFSET MULL CLIP MAYBE INSTALLED BY THIS METHOD. MULLION BEE SHEETS 10.20 FOR HOLE LOCATIONS EDGE DISTANCE FOR WOOD SCREWS .2E0' MAX FOR ALL MULUONB EXTERIOR TYP, ANCHOR ER SUBSTRATE, SEE TANGS 113-108 EMBEDMENT FRONT VIEW BUCKBTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP, ANCHOR PER SUBSTRATE, SEE TABLES 10.100 EOO81EN0 DISTANCE SEE TABLES 18 -108 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BABE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITYp ANCMOIRS AND•AULLION SIZE SNOWN.90VE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR GAPACIT *IS IMSILID PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT ANTITY AND LOQAtK)MOF•4N171OR8 MIST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING ,EETSNTR IIETILS �,•D,�ITF .R IH5 STANDARD OR INTERIOR CUP MAY BE USED. 3) ANCHOFT HEAD TYPE MAY IrE.PANHgAD, HtXHEADIM FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 1 5)FOIiMASONR ?RPPLICA1I IN*MIAMMII -DA eUNQTY, SEEMONLYMIAMI- DADECOUNTYAPPROVED ELCO BACO OR ELCO 1/ ' .S. G BGA c 4 M *I2NCHORE. • • • • • • • • •• • • • • • • • • • • • • • • • • •• • DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) TYP. ANCHOR PER SUBSTRATE, SEE SEE TABLES 18-100 CONCRETE ORCMU , DRIT • I DISTANCE, SEE SEE TABLES EWE DISTANCE 1 12.108 FOR MASONRY ANCHORS EITHER THE STANDARD OR OFFSET MULL CUP MAYBE INSTALLED BY THIS METHOD. EDGE DISTANCE FOR MASONRY ANCHORS EMBEDMENT TY?. ANCHOR PER SUBSTRATE, SEE TABLES 18.108 BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW 3 2 1" 2 Z D 0 U a 2 6 5 2 0 L 1 y*� k €� PRODUCT RRVISIOD os complying w11N NB Florida Budding Coda .F Acceptance N8 Bx0irB1i0o.Oat° 14iami Dade U• C01111D \•\ N� LIYN ........ii.. a'�, .•' ),CENS••••,Q * ' No. 58705 • • 'C s 3 � t STA TATs•� ONA1- �\� A LMNN MILC1t , P.E. FL P.E.# 68706 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) ULUON EITHER THE STANDARD OR OFFSET MULL CUP MAY BE INSTALLED BY THIS METHOD. TYP.ANCHOR PER SUBSTRATE, SEE TABLES 18 -108 EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR 7- SEE 7- / 9EE TABLE8IB•108 EMBEDMENT ., • BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE .% SHEET 1. MIN 2.7 01 CONCRETE OR CMU FRONT VIEW TYP. ANCHOR PER SUBSTRATE. SEE TABLES 18.108 EDGE I DISTANCE 8EE TABLES MIN 2.7 581 CONCRETE OR CMU 18.108 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY 1S 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. FOR mAsorey EL ULT N d ffjk CO 4" .S.i iEI�ITc MA4S�ARY ANCHOR IAMI -BADE COUNTY APPROVED • • • • • • • •• ••• •• • • • •• • ••• • • ••• • • • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • VARIES .126• MIN. DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) TOP VIEW VARIES -I—_-_ I r::INTERSE CTION FRONT VIEW 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 18-20 FOR CORRESPONDING MULLION, 012 STEEL SCREW'S, SELF- DRILLING OR PRE -DRILL MULLION AND U8E SAS MULLION EXTERIOR BEE SHEETS 18.20 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLES 18.106 DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHOR PER SUBSTRATE, SEE TABLES 16.108 SEE SHEETS 18.20 FOR HOLE LOCATIONS MULLION SIDE VIEW FRONT VIEW EXTERIOR FOR STEEL STUDS THINNER THAN 16 OA AND COMPLIANT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD- BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5.17, FOR QUANTITY OF SCREWS. SIDE VIEW EDGE DISTANCE SEE TABLES 16.108 1 1 m 1 6 d PRODUCT REVISED as complying with the Florida Building Coda Acceptance No Ex, Date ••■ VO.i. 1�. 1.6 OG alitatet - Fri/dug Ca1w ‘01111111111 \\V` LYNN 11 ON,(......... ti1 / OS/.' \. \CENSF '•��Q '- * No. 58705 ;Q•. STA E F ' •�(/ „�'css10NALLL \ \\ A. L14410,EII @L'ER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL F: FIELD - MODIFIED MULLION CLIP (F -CLIP) SEE DETAILS A-E. SHEETS 2 AND S POR INSTALLATION TO SPECIFIC SUBSTRATES. 0 0 DETAIL G: ANGLE MULLION CUP (ANGLE CUP) MULLION 0 O SIDE VIEW SHOWN WITH 1'X4'X .128' MULLION STANDARD MULLION CUP MODIFIED TO FIT FIELD CONDITIONS. MULLION EXTERIOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY 111•1111011111•11MI fD �2 r3 - I, TYP. ANCHOR SUBSTRATE, SEE TABLES 13.108 STANDARD CLIP TO BE MODIFIED IN. FIELD. EDGE DISTANCE • • F• • • • • • • PER ANCHOR • • • • NOTES FOR INS•ALLATIANFOPlIONS F: • • • • • • 1) DETAIL IS At APPerattE FdreltHE sty ORt.28•X 24'*X.125" MULLION. 2) SEE TABLES 18.108 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2) CLIP ONO, BUITAg .O NOR THIS APPLICATION. • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • 0 • • • • e • • •• • TOP VIEW TYP. ANCHOR PER SUBSTRATE, BEE TABLES 18.11B 2'X TY X.128' ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 90' OR 4Y BAY MULL d'd TOP VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 128 OR TSB EXTERIOR 2'X6' ANGLE CUP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. EXTERIOR INTO WOOD, STEEL, ALUM OR MASONRY EXTERIOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY EDGE DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTION 0 & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B-118 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 00 1 z 1 O z O R -, 'RODUCT RBVISS6 u complying wlD11118 Florida Building Coda Acceptance No 8•011FIPA n; . Pro act Comm ••• • • • 0 •00 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• • • Mullion Capacity Tebbe 8566.011) 1 x 2 0.126 Opening Width (5611 verticaky-eperrir9 motions) or Opening Height (fort wlmntely eparrilp melons) 004 601n TO 61 00 In 00119 100• 1204 1404 16001 Realrn•dr Loading T84p/711ang. Leering Rectangular Loading T.pl1Nng. wading Reoungule Loading Imp/ Mang. Loading Re0lengulr LomOng ltap/Tdhes Loading Rectangular Loadng 11e9mI405. Lending Rectan ,lr loadingg Rep/16eng. Loading Reohmgder Lading 7•p/70ang. loading Recleng,ir La.d4g 1lep/6rlg. Lading Reo1nAdr 1.08940 Trap/I2Nn9. loading III / III /11 0.48" 11 11 11 111/ 1-3/4" 81111 1.34" 7 /111 1.1/4" IIIlIIIIIIhillililil11II 14/4" 14/4" 14/4" 2` 1.3/8" 1.3/0 (ea note 4) 2 Anohom 0 4.78' Min O.C. / Standard or Offset Cap (FIE 17 300 Its 390160 46010. 89011• !Iill111 270156 2001M 354109 740156 488156 IIlt 1182 the • 424 111.0 409 '1246 372 93.2 400 115.6 315 749 408 1070 3011 69.0 406 11044 318 82.1 400 101.0 319 58.9 406 104.0 316 40.6 400 104.0 310 39.9 409 104.0 319 35.0 4011 104.0 316 451n 14.0 312 63.5 256 82.4 312 73.4 262 02.6 312 67.0 246 46.6 312 07.2 246 41.6 312 61,0 244 37.6 512 61.0 244 31.2 312 61.0 244 26.6 312 61.0 244 23.4 312 81.0 244 00.0251n 63.9 211 70.6 234 53.2 281 6137 228 4537 261 66.7 224 39.9 201 52.1 222 35.5 381 50.1 220 31.0 251 49.3 219 28.0 201 49.3 219 22.6 281 49.3 219 20.0 281 40,3 210 6411, 52.6 247 07.6 207 43.9 247 49.5 202 3737 347 44.5 100 32.6 217 41.0 106 29.2 247 39.4 104 26.3 247 26.4 103 21.9 247 36.1 193 1837 247 11.1 197 164 247 26.1 193 6019 364 200 41.2 170 32.0 203 36.4 106 27.4 200 31.6 153 24.0 200 28.0 160 21.3 200 27.1 150 192 200 25.9 167 16.0 200 25.0 166 634 33.1 161 30.3 106 27.6 161 30.3 162 23.7 181 249 149 20.7 161 24.5 146 16.4 181 2231 144 16.6 181 21.7 143 e31n 36.6 106 301 142 24.0 160 26.1 136 20.0 165 23.1 138 1637 109 21.0 134 T2 In 22.2 138 23.3 120 18.6 139 1037 116 16.9 139 17.9 I/O 761n 14.0 125 10,7 100 15.7 126 16.8 107 701n 17.6 118 18.2 104 t ��>,..- V Anchor Capacity Table (We) Anchor Cep Patterns Su561Mx 2.7k Concrete 3.03 Cann. Hollow CMU Filled 09U PiWood Metes Anchor Type: 1116" Eka Ultreoa 1M" Elea 121119089 916' Eh* lMraoa 3110" EA. U4rec0n 1l4" Eoo UOreoan 114" SS *co A09raONa! 5110 Moo UgreOa 1M" SS Elw A09re0itr 610 Steel Screw 635) 012 Steel 9rew(05) 512 Steel Screw (05) Edge Distance (In) 1" 2 -111' f 2.172' 3-7/6' 4" 2.1/2' 1" 7.1/2' 2' AAA i 2' 0.48" 0.84' 0.324' Embedment (4) 1.3/4" 1-3/4" 1.314" 1.34" 7 1.114" 1.1/4" 1.1M" 14/4" 14/4" 14/4" 2` 1.3/8" 1.3/0 (ea note 4) 2 Anohom 0 4.78' Min O.C. / Standard or Offset Cap (FIE 17 300 Its 390160 46010. 89011• 16441ns 270156 2001M 354109 740156 488156 884156 1182 the 328 88 42016. 580 Or 4 Anehots (6 1.10'1.11n. 0.0 / Standard (or Offset) Clip 310.2) 480106 700 Re WA WA WA WA 380156 WA WA WA WA N/A 852156 84019 1120130 4 Anaha. 0 6' Mln. 0.0. / 73) 216 Angle Clip. / (Fig, 3) 780 lee 780 Ito 880 he 1580 he 1898156 610 It 560166 WA 7801a 938156 860 156 2384 os 652160 840 he 1120166 2 Anon'** 0.46' Min 0.0.1 U.C(A Into i /8" Alum, (Fig, 41 WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 718 Ns 1 A00907/ F-0111, (P10. e1: 105 (be 103 I86 220 he 445118 822 Re 135156 140 f8e 177180 370166 23418. 332156 691 lee 163318. 21016. 28018. 286056.0 ®1.1A Min. O.C./ F.Clp (Eh. 83 24019 350156 WA WA WA WA 100110 WA WA WA WA WA 328161 42019 58006 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • pIGURE 2: • • • • • • ANGLE CLIP MU!' IBE OSEM IN PARS. • • • • • • FIGUR% �: • • • • I042E • • • • • CSC • • • • • • • •• ••• • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • •• • ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP,„) X (ANCHOR CAP.,,,,,,,,,,, • ANCHOR CAP.,,, MULLION CAP• a , ee USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C40. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 8083 -T6 AND BE A MINIMUM OF .128" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Oi n LU 3- D. i 1 N y x a r oP o 21 kiSeS c4 PRODUCTRFIVISBD 19 corn 13188.W4III the 62.1026 1.000" NuOdingCod* o� "'� j^"' Aocopianw Pto umq Me �■� A 0 ''504 ' 1110' -'ry 2.000" 111111111, /T 1- .126" ```\*,p0 10EN3' /19/���� , "/ i' X 2" X .126" MULLION = * : No. 58106 Z- -.116-.‘A. ST E F ;'a i�'TFf.OR10P''�jE F A. L$3N fNM LL E* P E. FL P.E.# 58706 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • TABLE 2A Mullion Capacity Table (1bs188) 1022.375 Alum. Tube MuIUon 1 1 42in 4810 50.6391n w 60 601 Lading 170.0 121.6 103.7 649 69 In 63 01 08 in 88.4 623 538 620 6W 466 321 294 170.0 1390 114.6 93,3 46.9 67.4 . 436 410 379 278 262 151.3 101.4 884 71.2 51.9 44.8 862 507 456 400 324 254 170,0 478 1192 099 808 67.5 492 410 371 328 270 240 129.7 80.0 74.1 81.0 44.5 384 002 007 Opening Width (tor 9eMCally4pel911D n116bn9) or Opening Helgbt (for 1oAmno0y- spenn)np maims) n 60 n tl 00 n 10081 120 RIo 8Owar T1ep/1deng.. R.oteng4r napner•. 1.01.,644 TmpTnero. 9sotrgmar Lodlng Lading taad06 Lo.416 Lasing Loading Loading II I II 11 II if 11 II if Thwinire Loan 1 II 458 324 204 170.0 108.7 00.6 72.7 61.2 43.6 808 403 364 302 264 241 1115 76.0 848 534 388 338 882 807 458 400 324 294 109.6 102.8 84.8 67.3 518 100.9 399 67.8 360 57.6 318 47.6 807 458 400 410 398 260 34,0 237 290 324 294 188.9 99.6 81.3 84,0 49.9 37.1 617 397 367 315 '00.8 80.8 51.8 42.7 31.1 289 267 234 662 507 458 400 324 394 168.0 080 800 023 42.0 38.2 617 308 356 314 255 232 787 50.7 43.2 35.9 260 224 602 607 468 400 324 204 In Tl 1076. LEEEMO 1889 99.0 80.0 81.8 617 396 358 313 140 Reotatp9ar Loading n TrepTdaim Loading 107 R.e/Wulr In 7766714.69. (6414 40.5 33.5 253 230 64.0 434 37.0 30.6 22,2 10.2 682 507 456 400 324 294 J ll 1080 99.0 00.0 61.8 40.6 334 617 398 368 313 253 260 68.7 882 38.0 607 324 408 28.7 400 19.6 324 188 294 1889 517 580 396 80.0 368 51.5 313 40.5 263 33.4 230 46.6 268 49.6 399 266 424 225 33.4 37.6 221 29.2 250 341 219 260 280 31.6 215 23.4 298 212 10.6 288 28.0 210 181 206 27.7 200 14.6 208 21.7 721n 380 225 37.9 890 30.0 225 32.2 191 25.7 225 28.4 188 225 226 256 185 20.0 226 781n 308 202 32.0 177 25.6 202 27.2 173 21.9 202 23.0 170 10.2 202 21.0 187 17.0 202 701n 28.3 192 29.8 188 236 102 25.1 185 202 192 22.0 182 17.7 192 197 159 157 192 001n 18.6 144 19.0 120 184 144 161 128 00n 15.2 127 156 113 23.6 15.7 18.1 182 165 157 180 15.3 14.2 225 202 192 221 180 184 183 169 155 15.0 128 11.0 226 202 192 203 167 16.2 177 12.9 180 10.9 162 10.1 226 202 192 198 170 11.3 226 180 158 9.8 202 14.4 160 A9 192 10.0 188 14,2 200 176 158 100 , Anchor Capacity Table (Ibs) Anchor Clip Patterns *Manes Z'72 Co ,orefe ' 16k Cons. )08/2W M U J F01d CMU PT Wood M481 Maur Type'., 3/16' Ela ()Mum 1/4" Etas Ulharon 6/1 @' Eko Utteeon - 3/1 @' Bice Ulhean t!4" Eko US7aaon 114" 88 Elan AggreG4or 6116' Elsa Ultracon 1/4" SB Ela Aggre04a 010 Steel eatew(G6) 612 Sten 8cow (G6) 812 8144 80rew (146) Edge Manuals 871). 1" 2.1/2' 7 2 -1/7 3.1 /8 1" 2-1YF 1" 2- 177 2' 3.1/8' 7 0.48' 0.64" 0.324" Emb0Omem i n) ® 1 -1/4" _.. 1 -114" 1.114" 1 -14" 1.114" 2' 1378" 1.3/6' (4a one 4) '•� 2 .. r4. - Min •.C. /6t. •. 21 or. .: 4 IpI 9. ) 4 Ancho•0 1117' MIn. O. C / Standard tor Obet)Cftp(F5. 2) y] =t`''I �'•7 -',N ),',I'1 a•17'1iG'7P"a L:�.._ rr 1. b. 1 ,. :: 1be ::. It* 11: 3. ; ,- 4233 ._ • 70011w WA WA WA ® 38016 WA N/A WA WA WA 06213. 8408» 1120th. 4Anchas 0 3' 61tn. O.C. / (2) 2(6 An98 CV. / (F19. 3r 750160 780134 88014 1590191 1895IDe 54014 06014 WA 76013 ono ice 880 011 238413. 882108 640 ibs 1120 01 2Anchue @ 048 Wn. O.C. / IICIIR Into 116' Alum. (Fig. 4) WA W8 WA WA WA WA WA WA WA WA WA N/A WA WA 718138 1 MOhor /FClp(Fig.5). 185138 165164 22514 445101 822134 13514 140168 11714 370154 .234/68 33210e 691174 16314 21014 280131 2 Amnon <� 1.16" Mtn. 0.4/ FCIIp (FM. 8) 350174 WA WA WA 190168 WA WA WA WA WA 22e 14 42014 56914 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • • FIGURE 3: • ••• • • FIGURE 4: • • • • FIGURE 2: • • • • • •S. • ••• A %LECLIPJSTI DESIN ••• •• FIGL1RE5:••• • AIgU12E •• • • • ••• • • • • • • • • • • • • ••• at • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • •• • ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,.," (D(?,)X% ' =ANCHORCAP.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. 17 WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED 70 QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. 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 0.85. ALUMINUM SHALL BE 8063 -11 8140 8E A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A96. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --y 1.000' H 2.000" 1'X2 X.375'MULLION tit ' d z 0 i 10 7 2 0 J R1a to X X i 1 A 1 Y y PRODUCTREV)SBD ea complying NAM Om Florida 8u0ding Code p op8004Th bf •D•'0ProductContro It1111111rt7 ‘‘" ( LYNN 4l "/, *1 No. 58705 15 i3 ��0 •'. ST TEO •' \ A. I +Nt+NWBLLLR, P.E. FL P.E.# 58706 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3A Mullion Capacity Table abate) 1 x 2.76x .376 Alum. Tube Mullion 5010 86 In Opening Width (for ve76caly-spannlltp m00006) or Opening Height (for horizontally-sparring mullions) 701n 6010 9010 100In 1201n 13010 Reoanpuler Losing Iaprtdeng. Leadng Reaanpa t Laing Trep/Tdeng. Loading Reeteryp4a Loading Trtpnxag. Losing Realenguler Laing Nap/Elam Lading R5alsngu/a Loading Trep901 en0. Loafing Reoangula Loading 10ep011690, Lading ReoanWlu Loader 15*1nag. Loading ReaangulK Lowing 7hp7rlen0. Luang tieotm646/ Lowing Loadng 11 la 1 11 421n 170.0 620 170.0 435 170.0 744 11 11 1 11 1 11 if if 11 11 1 11 11 1 11 1700 478 170.0 088 170.0 508 170A 012 170.0 610 170.0 1118 170.0 621 170.0 1240 7700 621 148.7 1301 170.0 a21 127.5 1301 170.0 521 111.5 1301 170.0 azi M10 170.0 70$ 1704 524 170.0 450 1700 6& 170.0 902 170.0 030 170.0 1133 170.0 681 151.8 1130 170.0 877 138.8 1139 170.0 060 113.9 1130 170.0 980 97.6 1139 170,0 830 86.4 1130 50E25 In 170.0 747 170.0 563 170.0 898 170.0 831 )87.8 1032 170A 684 148.5 1082 170.0 723 130.6 1032 170.0 747 117.4 1032 1700 706 97.0 1032 170.0 798 834 1032 170.0 790 7321 1032 am 170.0 797 170.0 812 181.3 007 170.0 691 138.2 607 164.7 730 120,9 007 103.6 720 107.8 907 145.0 7/4 86.8 007 141.1 710 80.8 907 140.0 709 89.1 107 140.0 709 60.6 907 60 In 141.1 735 151.5 825 117.8 735 130.3 811 100.8 735 118.0 699 80.2 735 108.2 690 738 99.5 889 70.6 736 05.1 614 58.5 735 81.0 674 60.4 736 61.8 574 44.1 735 63M 121,9 13021 670 101.0 858 111.5 557 67.0 886 9021 647 70.2 898 00,1 538 87.7 885 83.9 631 60.9 688 79.8 626 90.8 888 78.8 625 4321 868 76.6 621 36.1 888 881n 108.0 807 112.4 522 88.3 807 99.1 611 721n 81.6 010 85.8 443 600 510 434 7610 8®21 458 72.6 400 01.5 458 81.7 392 75.7 BB.S 49.6 807 85.0 301 88.2 607 77.1 493 60.9 807 71.5 480 63.0 607 87.5 401 44.2 807 63.4 476 37.0 807 03.7 474 33.1 807 474 10 64,3 428 610 610 57.0 419 46.4 610 63.3 413 40.8 610 504 408 34.0 510 45.9 402 292 610 44.4 300 25.6 610 468 84.1 43.4 468 48.8 378 30.8 458 4421 373 34.7 458 41.8 368 20.9 458 37.7 382 24.8 468 304 359 21.7 458 35.7 781n 84.2 436 87.0 361 52.5 435 608 373 49.5 436 4921 306 40.1 435 44.7 380 36.7 435 40.9 305 32,1 436 38.1 351 28.8 435 34.4 344 22.9 439 32.6 341 20.1 32.2 340 9010 41.8 327 43.1 290 34.8 38.4 285 20.5 31.0 28.1 327 20.3 275 23.2 25.7 271 20.9 327 23.7 208 1721 21.0 262 14.9 327 19.3 298 138 In 34.4 287 36.4 257 207 287 20.9 252 24.8 287 26.0 248 21.6 207 23.1 244 16.1 287 20.0 17.2 207 10.3 237 14.4 207 19.8 232 1081n 24.2 227 24.7 205 202 227 20.8 201 17.3 227 100 108 1111n 22.3 215 22.7 194 18.6 216 19.1 191 15.0 218 18.8 tea 16.1 227 10.0 196 120 In 17.8 164 17.0 187 I nMCC oM Anchor Capacity Table ( be) Anchor Clip Patterns 8u6561e: 2.7k Concrete 3.6k Cono. Mellow EMU Filled EMU PTA/Ed Metal Anchor PAW 3/15 Elea Unread 1 /4 "Elco Ullmann Nis EI6 Macon N18'Elco UtraaOn 1/4" Elea U6rewn 1/4" 88 Elan �re0ear 910' Elea Ua0con 1/4" 88 Eta° ASgrebeta 810 Steel Screw (GE) 812 Steel Straw (G5) 612 Steel Screw(05) Edge Obtana (In): 1" 21/2" 1" 21/7 3115 1" 2.112' 1" 2 -117 2' 8.1/0' 2" 0.48' 0.64' 0.324" Embedment (In) 13/4" 13/4" 13/4" 13(4° 7 1.114" 1.1/4" 1.1/4" 1-1/4" 1.1/4" 1 -1/4" 7' 13/8" 13/5 (960E184) 2 Anebor* C 470' Min. O.C.I Bandar or OSeet Clip (Mg.19 330 Its 300109 43016 8900. 1644 Its 270 Ma 280166 354109 1406.3 488Ibs 68416 11821E 828166 420 lb, 080 038 4 Anchor* 431.10' Min. O .C. / Standard for Olaet)EIIp (Fg. 27 480109 70016 WA WA WA WA 330109 WA WA WA WA WA 85118E 84016 11208. 4 Anchors M1 3" His O.C. / (2)218 Angle Cape / (Fyi. 39 780106 78016 680 as 168010* 189816 840109 580109 038 780106 038106 8800. 2384 Es 052156 840 Me 1120106 2 Malmo Q0.45 Min. 0.6. 1 UCI18 Into 118" Alum. (F1940 WA WA WA WA WA WA WA WA WA WA WA 038 WA WA 7160. 1 Anchor/ F421p(F19 59 195M s 19916 22516 44816 82216 435)6 14016 177/86 37016 03416 382106 03116 10316 21016 2308. 2 Anm.78 @ 1.15" MIn 0.CJ F4Ap (Fg. 00 2400. 35016 WA WA WA WA 190 /6 _ WA - WA WA WA WA 32816 42016 560100 NOTE: FOR TFE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDAFtD CLIP CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21, FIGURE 1: • • FIGURE 3: • FIGURE 4: • • • • FIGURE 2: • • • • • • AN011eCLIP At BE UlEt IN PARS. FIGURE 6: • • • • • FIGURE 6: ANCHOR CAPACITY ADJUSTMENT FORMULA: x ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND A4ULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND (3ROUT-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 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 A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 0. rc PRODUCT RIP/MUD as complyina x11145116 Florida Building Code Aceeelance No Ity Pm ct 00111111 1111, No, 68705 1 • "A. N AN7IIYIIRE:;;;PC4.E\. FL P.E.# 58705 TABLE 4A 1x2.76x MO Alum. Tub• Murton 50(0 40/6 MuIBon Oapsohy TAWS Onset 0pontnp Width (for v6dt6al y4paMrg mains) orOp•nig Neigh! ( hori8gtaksp9Mnt7imflione) 601a 901n 10018 120116 70116 140In R801185Wr 11apnxrq. towing Loading Rectangular Ttapmhng, Loving Loadn8 Rectangular Dap/hhrg. Loading Loving R05ting*/ Trap7111a50. Loading Loading Radm5uler Tte4Jixne. Loading loading Reelergular Trap/Mang. L54dng Loading Reolan5Wr Trap/7014g. Lowing Looting Rectangular 111111,7111910. Looting Lanka Rectenplat 1149/21889 Loading Loading 1 11 11 1 1 11 1 1 421n 4810 60.625 in 54In 8015 831n 6610 72 M 761n 170.0 170.0 110.0 170.0 170.0 151.0 132.1 101.7 004 820 708 747 701 855 830 767 830 571 170.0 170.0 170.0 1780 170.0 161.9 140.0 108.5 90.4 435 524 563 612 701 710 450 652 496 770.0 170,8 170.0 170.0 140.6 128.5 110,0 84.8 72.1 744 850 896 046 016 830 767 836 671 170.0 1780 170.0 170.0 162,3 138.0 010.8 01.0 76,0 470 564 831 001 781 894 830 540 408 170.0 170.0 170.0 170,0 425.5 1085 72.7 6. 888 902 1048 1118 018 830 757 438 71 1 1 1 gd 170.0 170.0 170.0 170.0 144.6 123.2 105,0 50.1 67.4 508 630 884 744 746 881 024 530 470 170.0 170,0 170.0 160.7 100,0 94.9 02.6 03.6 64.1 1133 1195 7130 016 630 767 638 671 110.0 1700 170.0 170.0 133.3 112.2 081 72,2 60.0 510 001 720 803 735 070 614 521 471 170,0 1100 183,8 133.9 07.0 04.4 73.4 585 45.0 it -1118 1 170.0 170,0 170.0 770.0 123.0 1044 00.1 064 064 1276 1204 1130 016 030 757 838 671 it 621 677 747 837 728 852 000 614 464 1 170.0 170,0 148.3 120.6 87.0 76.0 460 589 43,2 1240 1417 1268 1130 018 830 157 098 611 11 ,170.0 470.0 170.0 170.0 110.6 00.4 04.2 62,3 -61.8 g if 1 g 11 if 11 1 11 1 11 521 080 758 850 720 058 000 608 450 170.0 141.7 121.9 100.5 73.2 83.3 65.0 42,4 38.0 1468 1417 1288 1130 016 030 767 030 671 170.0 170.0 170.0 170.0 114.4 04.5 79.0 57.2 47.0 521 680 768 801 716 649 500 461 155.7 121,5 104,5 06.1 62.8 54.2 47.2 38.3 30.0 1020 1417 1286 1130 916 830 101 038 671 170.0 170.0 170.0 170.0 114.4 04.1 76.2 65.3 44,8 921 860 756 861 716 640 691 497 447 1380 1083 01.4 76.3 64.0 47.4 41.3 314 27.0 1620 1417 1260 1130 610 030 767 830 671 170.0 170.0 170.0 170.0 91 680 114.4 94.1 182 55.2 444 758 881 715 640 501 497 448 761n 80.0 642 63.4 474 80.7 642 10.8 406 61.1 642 62.1 60.0 642 55.7 440 44.4 542 614 442 40.0 47.5 437 32.3 42.9 420 284 612 40.8 425 25.0 542 40.1 423 901n 62.1 407 50.7 381 43.4 407 411.4 356 97.2 407 39.8 340 22.5 407 363 343 260 407 32.1 338 260 407 20.6 334 21.7 28.1 327 180 407 24.1 322 163 407 23.0 310 081. 42.0 988 44.1 320 35.8 338 37.2 314 30.7 360 32.4 300 20,8 388 220 304 23.0 108 M 30.1 283 20.0 265 25.1 263 2150 251 21.6 203 22A 247 188 203 168 244 167 111 (16 27.8 287 20.3 242 23.1 267 20.6 238 10.8 207 20.8 238 17.3 207 18.3 231 15.4 1201n 22.0 220 22.3 209 183 229 18.8 205 15.7 229 10.2 202 356 24.1 900 21.6 306 24.0 296 17.0 358 21.0 289 15.3 356 10.2 204 283 287 18.0 10.5 240 161 203 10.5 237 228 .,�« -.,, An ha/ Capacity Table (Ibs) Anchot Cllp Pa*Oeme Sutstmle: 2.7k Concrete Bak Cant. Halley CHIT PIIIOd CMU P7 Wood Meal Mohor Type: 3/122 Eke t4lnacn 1t4 "E1co Vinson 6118' Eloo 1/4raoon 3118'Ebo UlUacari tf4 Eba(h7men 1/4" 88 £6.o Agtp8Gafor 6/18" Eioo UOmcn V4' 85 Elsa Aggr0Gstor 010 Steel nasty (06) 812 8tesl ar4w(G54 012 B1ea1 Bear 01161 Edge Distance (Ink 1" 2-1/2' 1" 292 3418' 1" 21/2' 1" 2.1/2' 2' 3-1/8" 2' 0.48" 0.61' 0.324" Embedment (In ) 1.3/4" 134" 1.2/4' 1914' T 1 -114" 1 -111" 1 -114" 1 -1/4" 14/4" 1.1/4" 2' 1418' 1.318' pee naa 4) 2 Mahon 1214.75' Mtn 0.0. / Sanaer or Onset alp (F7g. 17 390 Ito 390 86 45061 800161 1014154 27016. 230188 254101 740150 468154 66406 1182 06 326 816 428 016 68011. 4Anchors a1.1a Min. 0.0.48465996 (r OIMt) C/p (71g. 2p 400154 700 ice WA WA WA WA 300/88 WA WA WA WA WA 852 Its 1. ,Iv 112015. 4 Mahon 46 5' M5 t. 0.C. I (2)2a Angle Clips! 741 31 740 ins 760 /6. 48615s 1586 /54 1896154 04016. 054188 WA 700 /be 936154 880154 2384188 052166 l"' . 1120156 2Anchrs 56 0.49' Min 0.0. I UCllp, into U8' Alum. (Fig. 47 WA WA 546 WA NIA WA WA WA WA 70A WA WA WA 718 ms 1 Mohw/ F-Da(715 69 195158 10816. 22610* 446166 822 Ito 135104 140166 177Its 370 /58 234154 32286 691616 163154 210154 260168 2 Anchors ®1.16' Mkt. CC/ FCllp(FE at 240168 350 Ids HIA WA WA WA 190166 WA WA WA WA WA 326 to 42006 580 Me NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • • FIGURE 2: • • • • FIGURE 4: • •L FIGURE 6. FIGURE 8: • • • • • • •• • • • • • • • • • • • • • • •• • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21 ANCHOR CAPACITY ADJUSTMENT FORMULA: (op.) X t ANCHOR CAP.,,,,,,*\ .ANCHOR MULLION CAP.,,,„,,,,,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING 70 AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 1820. 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 000. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.55. ALUMINUM SHALL BE 8083 -T5 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 2.750" r X 2.76' X .850' MULLION 3 2 m P z 2 % V a 2 1 'RODUCTREVISED as 60019 /yl05 wish gee Florida Building C0d0 Acceptance No '' Mani 0 Product Conn° 14011111111 ff ``111`0•( LYNN �1bZz4�ii�i 4GENSF'' -,F.0. * No. 58705 •• ST TES F •f1/w.` / /' /SSf ONAL �: A. LYNI411b11LLER, P.E. FL P.E.• 58705 000 • • • • 000 • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • Mullion Capoolty Table (lbe/h=) 1" a 3,126° x Tube Mull Opening Width (/orvenkaly- sparring mWHo.$) Or Opening Height (fa tlwlaa talywpamlrg Wilma) 6010 801n 701n 80tn 901n 10001 12001 1401n 16018 R808nedr Weans 11epITd.g. Losing Reotar /Mr 104900 Tiaylaen0, Leadns Reotenguler Loading 7180/1060, Waft Raatansder Losing 11ep'74660. Lx6ng R..9M09w 100655 7np/n7arlp• Losing NoNaNg,M/ Weans T/87+T40ng Laing R6oteNNIN. 1.00.515 11.9✓Tdan9. Loadng Re9.e60448, Lowing 7tep/Tdeng. 100600 118016101191 Loading 100517000, Loading 2 -112 2' 3.118' 2' Mullion Capacity 1 0,64• 0.324' Emb.dman9n): 144' 13/4' 1.314' 13/4' 2' 1 -1146 1 -1/4' 5 -1/4" 1.1/4' 1114" 1.1/4' 2' 13/8' 1-3/8' (.es note 4) 2 Motion 43 4,76 MIn, 0.0. / SkrldanI Clp (Fie I)• 30011. 300889 46005 59016. 16445. 270(59 280108 3545. 74015. use IM 6841bs 118251 It06 1 4210 170.0 820 170.0 430 170.0 744 170,0 478 170.0 088 170.0 506 170.0 992 170.0 519 1700 1118 170.0 521 170,0 1240 170.0 526 170.0 1488 170.0 525 170,0 1735 170.0 621 154.4 1802 170.0 621 4040 170,0 708 170.0 524 170.0 850 170.0 684 170.0 092 170,0 030 170.0 1133 170.0 681 170.0 1276 170,0 677 1700 1417 170.0 860 167.7 1577 170.0 990 135.1 1577 170.0 880 110.2 1577 170,0 680 50.6251n 170.0 747 170.0 583 170.0 898 179,0 031 110.0 1040 170.0 884 170.0 1195 170.0 723 170.0 1345 470.0 747 170,0 4404 170.0 768 141.7 1495 170.0 758 121.5 1495 170.0 756 108.3 1495 170.0 768 64 In 170.0 707 170.0 812 170.0 050 170.0 691 170.0 1110 170.0 764 170.0 1276 170.0 803 1061 1401 170.0 037 149.6 1405 1700 866 124.8 1401 170.0 801 100.8 1405 170.0 861 93.4 1401 170.0 891 0085 170,0 885 170.0 701 1700 1083 170.0 707 188.6 1150 170.0 878 138.7 1108 507.0 928 123.3 1158 1600 917 111,0 1158 140.7 910 02.6 1168 144.5 003 70.3 1168 144.5 903 08.4 1168 144.0 003 6301 170.0 030 170.0 745 159,8 1049 170.0 850 127.0 1049 155.5 880 119.8 1049 141.7 040 100.6 1049 132.0 810 95.9 1049 125.6 528 79.9 1049 519,3 020 88,6 1049 118.9 810 59,0 1049 118.0 819 in 1808 985 170.0 789 139.0 955 1613 804 119.1 056 133.7 788 104.2 055 121.4 776 02.6 055 112,0 785 83.4 955 (00.4 757 06.5 066 49.8 749 59.8 955 90.7 746 52.1 055 90.7 740 7240 128.6 803 134.9 897 107.0 803 114.0 602 91.5 803 101.1 870 80,3 803 91,2 669 71.4 003 83.9 049 64.2 803 780 842 53.6 803 72,7 032 450 803 89.8 828 40.1 803 60.7 027 7681 1002 721 114,1 020 91,0 721 919 018 780 721 86,1 605 088.3 721 780 695 50.7 721 70.1 508 64.8 721 050 670 45,5 721 690 659 30.0 721 58.0 664 34.1 721 58,1 693 7801 101.0 084 105.4 505 04.2 084 89.4 587 72.2 684 78,4 578 63.1 894 70.4 567 501 694 54.4 658 60.6 004 590 651 42.1 084 54.1 541 38.1 004 51,3 636 31.6 004 50.0 534 901n 05.8 614 67.0 400 64,8 814 593 448 47.0 614 60.0 440 41.1 614 44.0 433 36.5 514 400 427 32.9 514 37.3 421 27.4 514 33.0 412 23.6 614 30.4 400 200 614 20.0 403 9801 512 452 55.7 404 452 452 47.0 398 50.7 452 40.0 300 33.9 452 36,4 384 30.1 452 320 370 27,1 452 30.3 373 220 452 20.0 395 10.4 432 24.2 950 100 452 22A 355 108 01 38.1 367 39.9 922 31.7 357 32.7 317 27.2 307 280 912 23.0 367 25.2 308 21.1 357 227 303 10.0 357 20.9 299 15.9 357 18.0 293 13.0 357 10.2 287 11.9 367 15.0 203 111 N 35.1 338 35.8 308 292 336 391 101 25.0 338 28.1 200 21,9 338 23.1 299 19.5 338 20.8 288 17.5 336 19.0 284 140 330 180 270 12.5 338 10.8 273 11.0 330 13.8 289 12010 27.7 289 28.2 283 23.1 289 23.7 269 108 289 20.5 258 17.3 249 15.1 352 150 200 18.3 240 13.0 289 14.9 248 11.8 289 12,8 240 0.0 280 11.4 238 0.7 289 10A 232 Mehor Capsally Table (Ibs) Andior Clip Patterns 0d.1.1e: 2.78 Concrete 3.88 Cone. Hollow CAU Filed CIU PT Wood Mebi 0101-05 type: 3/18' Ebro U6xon VC E8. Utrwon sir Eko Uan9011 3/116 We. Landon 174' Eke 4100,000 1/4' SS 84.. A9gn081a 5/18'6108 ulrxon 04' BS Eke A9•a0elor 010 131e6 Saw ros) 1129teel Screw (05) 11281x1 Screw(06) Edo Wstenoe0n): 1' 2-1/2' 1' 2.1/2' 3.1/8' I" 2.112" 1' 2 -112 2' 3.118' 2' 0.45' 0,64• 0.324' Emb.dman9n): 144' 13/4' 1.314' 13/4' 2' 1 -1146 1 -1/4' 5 -1/4" 1.1/4' 1114" 1.1/4' 2' 13/8' 1-3/8' (.es note 4) 2 Motion 43 4,76 MIn, 0.0. / SkrldanI Clp (Fie I)• 30011. 300889 46005 59016. 16445. 270(59 280108 3545. 74015. use IM 6841bs 118251 326 5s 420 be 880 5. 4 Md.. 40116 Min. O,C. I Standard Clp 6'19 21 480 be 70014. NIA WA 495 WA 3801 WA WA WA WA WA 652154 640 an 11201W 4 Anchors ®3' Min. O.C. / (2) 296016. Opt (FIG, 3): 78059 78059 9905. 188010 1898 5s 6405. 60010. WA 7005s 938 be 860 b. 23641. 6921. 510 as 1120 6. 3 Mobas 8046 Min. O,C. / UCSp, Into 116 Alum. (Rp. 41 WA WA WA WA WA WA WA WA WA 11/5 WA NIA WA WA 1014 540 1 Mehra F41Ip (019.57 19556 19556 2255. 44515s 8225s 13516. 1405. 17716. 3709. 2345. 332889 5911. 1831. 2101. 29015s 201.1-0. 411 Lir Min. 0.0 I9- a(p(Fl96): 24059 3500. WA 495 WA WA 190 (88 NIA WA WA WA WA 3261. 42015s 0601. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A3 THE STANDARD CLIP. FIGURE 1: • • FIGURE 3: • FIGURE 4: • ••• • • • • •• • • FIGURE 2: • • • • • • • • •• • • ANGL LIP U7tQ IN PARS • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (D ) 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 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. 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 AST. C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.55. ALUMINUM SHALL BE 8083 -T5 AND BE A MINIMUM OF .125' THICK, STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL, 3,125' .800' 1- X 3.125' X .5' MULLION (1' VF MULLION) I Sp� O_ 2 511 2 z 2 1- d' 2 rn 1 L 1 2 1RODUCT REVISED a complying with the Florida leading Code #y 4cccplenca • 50%, - .. vffaml Dade PtoducoCo4r r-' `1111111I/i9//' 041( LYNN M/< ' ',. ` ��`.•'�ICENSE'••�F43 �� OF 58705 ' .'rug Q •'•. S • TE ' kA ` \. A. L'/IGN MIL9J6FT, P.E. FL P.E.# 58708 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 6A Mullion Capacity Table (Ibs4 2) 1242.126 Alum. Tube MUilIOf Opening Width (for verticallypa161tig mtdlons) or Opening Height (for hod2onta8ypa99rp mullions) 001n 8046 701n 601 901n 1001.. 1201n 14035 1601n Reotan*a• Itapl110.69• 0oa9rg Looting Rectangular ilaprtaen1 Lading Loading Rectangular Trap/Meng. Lading Lad% Rectangular 846/891119 Lading Laed1g Rectangular Trsp1Ttanp. Leading Landing Rectangular llap)7dang. Loading 1.00009 Rectangular Trep'MW Loading Leading Rectangular 71p/Men9, Leming Lowdrg Rect•goer Rap/Mang. Loading Lowing 11 1 11 1 11 11 1 11 g 11 11 I 1 11 421n 170.0 820 170.0 435 170.0 744 770.0 478 170.0 868 170.0 608 170.0 992 170.0 819 170.0 1116 170.0 27 I 521 1 11 11 11 11 11 11 11 g 1 11. 170.0 1240 170.0 621 170.0 1488 170.0 021 1466 1409 170.0 521 127.8 1469 170.0 621 4911 60.822 In 641n SO In 170.0 170.0 170.0 170,0 708 747 797 885 170.0 170.0 170,0 170.0 603 612 701 170A 170.0 170.0 188.7 850 080 968 1042 170.0 170.0 170.0 170.0 684 631 691 797 170.0 170.0 170.0 142.9 992 1040 1118 1042 170.0 170.0 170.0 161.1 030 064 764 832 170.0 170.0 154.4 126.1 1133 170.0 1195 1159 1042 170.0 170.0 149,7 887 723 803 816 1760 168.1 137.2 111,2 1275 1235 1158 1042 170.0 170.0 170.0 136.8 877 1589 747 837 801 140.5 123.5 100.0 1303 1256 1168 1042 170.9 170.0 170.0 130.2 400 748 806 791 130.3 117.1 102.9 83.4 1303 1235 1168 1042 170.0 170.0 175.0 126.1 800 760 001 742 111.7 100.4 80.2 71.0 1363 1236 1166 1042 170.0 170.0 170.0 126.1 690 750 881 782 97.7 07.8 77.2 82.6 1303 1235 1158 1042 1700 170.0 170.0 125.1 660 768 881 762 831n 681n 72 M 170.0 186.4 135.9 930 947 849 170.0 170.0 142.7 745 789 737 181.2 137.8 113.2 992 947 849 183.4 148.0 121.6 819 766 722 129.8 1141 910 962 647 849 144.4 430,8 109.9 799 748 760 113.4 103.4 84,9 992 047 840 131.0 117.7 964 792 762 898 1068 01.9 780 992 947 840 121.4 108,7 80.7 788 738 888 90.7 82.7 67,9 902 947 840 114.8 102.2 92.7 768 727 676 750 880 688 002 047 449 108.4 95.1 76.3 745 713 859 84.8 59.1 466 982 947 849 168.0 94.0 72.6 744 711 802 68.7 01.7 42.0 992 947 849 108.0 94.0 72.4 744 711 061 701n 110.0 782 120.7 086 983 782 102.8 880 82.0 90,0 440 72.2 806 829 64,2 74.2 620 87.8 742 49R 013 481 782 62.8 802 41.3 702 59.9 697 361 762 58.4 685 788. 1088 724 111.4 634 69.0 724 94.8 621 709 724 02.9 609 66.8 74.4 699 59A 724 681 591 60.4 724 63.4 446 724 979 617 38,2 724 64.3 087 384 724 63.6 695 6035 0819 10861 111 in 896 57.9 40.3 37.1 543 475 377 357 716 58,9 41,1 37.8 483 407 341 58,0 47.8 33.6 30.9 543 478 377 357 607 497 84.6 31.6 474 419 836 31B 49,7 40A 28.0 28.5 543 478 377 357 0.2.9 43.2 30.0 27.6 486 412 330 313 43.5 35.8 25.2 23,2 643 47.1 478 377 357 38.5 288 24.4 468 408 328 309 3021 316 22.4 206 643 478 377 357 42.0 34.8 24.0 22.0 452 400 321 305 34,9 28.7 20.1 18.5 643 478 377 357 39.6 52.0 22.0 20.1 448 305 317 301 29.0 23.9 18.6 15.4 643 478 377 357 34.9 29.1 19.0 17,4 480 388 310 294 24.8 20.6 14.4 643 478 377 32.1 25.9 17,1 430 380 304 21,7 170 648 470 30.7 428 24.2 376 1631n 20.3 306 29,8 279 24,6 309 26.1 274 21,0 308 21.7 270 10.3 308 182 267 18.3 306 17.3 283 1440. 17A 212 17.2 196 1 nun.. VO Anchor Capacity Table (Ibo) Anchor Cap Pattgme 0u8041de: 2.72 Concrete 8.541 Cana. Ho84a CMU Mad CMU PT Wood Metal M01war Type; 3116" Elea 14186000 114" Sao Ulreao0 916' Ono Ulttaea 3116" Elee Lamm 1f4" Ego Ueacoo V4' SS Ego AggreOdor 6/l ' Mao Macon 114" 804 Elea Agar40alor MO Steal 8arow(G6) 812 SRN Screw (05) 812 98001 Screw (OE) Edge Uetanaa Qn): 1' 2.112' 1' 2712' 3-1/8' 1" 2.117 1' 2412' 2' 2-118' 2' 0.48' 0.64' 0.324' Embedment Mg: 1444' 14/4' 1414' 9414' 2' 1.1)4' 1414' 1 -1 /4" 1 -1 /4' 1414' 7 -V4' 2' 118/8' 1-3/8' (sea note 4) 2 Mefgre 0 4.75' Min. O.C. / Standard alp (Mg. 1 or 2): 380161 390 be 460 Ma 890116 1844 116 2701be 2801be 264160 74010 488 bs 004161 1182 Me 328 609 420116 680 Ma 4 Mohan 02.26' MA O.C. / Standard Cap (Fig. 3): 70010 70016e 800 0e 1410 Me 852 00 WA 060161 WA 830160 NIA 880116 WA 982116 840168 112010 8 Angbaa 01.10' Min. 0.0.18tanderd Cap (F1a, 4): 88016 140010 WA WA WA WA 76010 WA NIA WA WA WA 1304 Rs 1880116 2240180 4 Mdlaa 0 3' 3561.0.C. / (2) 216 Mpa Cape (Flg. 61: 735160 7351e 90080 1700 ha 5288161 840040 56010 708116 1480116 938480 1328 Ma 2304116 892169 840 819 1120116 6 Mohan 0 3' Min, 0R. / (2) 216 Ands clips Mg. 1170161 117016 1020116 334090 2844180 810116 84016. BYA 1140180 1404161 132016 3640160 978116 128035 1480 VW 4 Anglian 0 066 MIS. 0.0. I UCllp, 6110118' Alum. (pig. 1): WA WA WA WA WA WA WA WA WA WA WA WA NIA WA 1432180 2 Anchors 0 2.35' Min.0.C.IF-alp (Fig 13): 350161 350161 28010 70810 479160 WA 280 be WA 816100 0180 440116 010 3260s 420 Rs 6601410 4 Mohan 01.16' MM. O.C.I F.43119 (Fig. 9): 490150 700161 WA WA WA WA 38010 WA WA NIA WA WA 852 )60 84010 1120168 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND AN FIGURE 1: FIGURE 2 FIGURE 6: • • �f • • •• • • FIGURE 3: FIGURE 4. 111 •• ••• •• • FIGURE B: • • •• • •• • N • ANGLE CLIP (FIGURES 488) MUST BGUS(sD 84 PAI[tS. • • • • • •• • • • • • • • • • • •• FIGURE 8 FIGURE 9 11 FIGURE 7: • • • • •• 1 • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„) X 1 ANCHOR CAP,,,„,,,,.,04 =ANCHOR CAP 'MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT I8 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, TABLE NOTES; 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/0R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. 1-10LES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 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 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 .126" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 4.000' 1,000" I-- 2 X X O t 1 k 1 A° 1 Y 126' 1' X MULLION PRODUCT REVISED us complyitni WWI (he Florida Building Code Acaptena No n Onto "1111111111 / /i/ LYNN ■`4P." bl!(/i * • NO. 587 5 * ST =VJ '•.,FCORIDP••'•�y SS�OS NA1 ". ∎ A. LYI-1N/ lMiltL R, P,E. FL P.E.# 68705 ••• • • • • • • • • • • • • 9 •• •• ••• • • • • • • ••• • • • •• ••• • • • • • • • • • • • • • •• •• ••• 9 • " ^V" Mullion Capacity Table(Iba81') 1%4X.376 Alum. Tube Opening WIdth (for vertically-spanning muttons) or Opening He ght (for horizontally - spanning mullions) 6061 4018 70In 801n 90 In 1001n 1201n 1401n 1801n Rectangular Loadrlg 7tapR4an9. Loading 8s4119galu Loading 7I5IT.*ng. Lading Raolan5ulm Lading T851708g. Loading Rectangular loafing nap1Ttang, Loading Rectangular Losing Trep/imang. Loodn9 Rwlangdar Lading Trap/Mang. Loafing R.Olupalar Ladng 17aprtdang. Lowing Reotarp460 L•dn0 Trap/Mang. tau0rp Reotangul0r Larding Trap/Wang. Lowing il 1 2' i 1. 0.324" Embedment On): 1 1404' 1.3/4" 1-104" 1 1 -104" 1 -114' 1.104" 1.111" l 1.114' tatml mow, 1-318' 1.3/8' gee note 4) 2M074n854.75611n. O.C. / Standard COp(21041 or 2). l il 460 ha 860158 1941114 210174 f l 3640, 740808 468109 804116 118200 328194 1 S 4270 170.0 620 170.0 430 170.0 744 170.0 478 170.0 866 170.0 608 170.0 992 1700 519 170.0 1118 170.0 621 1700 1240 170.0 521 170.0 1460 170.0 521 170.0 1735 170.0 621 170.0 1983 170.0 521 46 70 170.0 708 170,0 624 170.0 660 170.0 584 170.0 992 170.0 030 170.0 1133 1700 401 170.0 1276 170.0 077 170.0 1417 170.0 860 170.0 1700 170.0 680 170.0 1063 170.0 054 161.0 2024 *70.0 880 50.62670 170,0 747 170.0 683 170.0 896 170.0 831 170,0 1048 170.0 894 170.5 1105 170.0 723 170.0 1346 170.0 747 170.0 1494 170.0 760 170.0 1709 1700 744 156.0 1919 170.0 766 136.6 1910 170.0 708 4418 170.0 797 170.0 612 170.0 968 170.0 691 170.0 1119 170.0 754 170.0 12111 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 800 159.0 1799 170.0 681 137.1 1700 170.0 801 120.0 1799 170.0 081 801n 170.0 870 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 678 110.0 1417 170.0 964 170.0 1594 170.0 998 1505 1019 170,0 1032 129.8 1819 170.0 1083 111.0 0819 170.0 1003 97.2 1619 170.0 1062 631n 170.9 030 170.0 745 170.0 1118 170.0 850 170.0 1302 1700 040 1700 1488 170.0 1010 *08.1 1542 170.0 1070 141.0 1542 170.0 1122 117.6 1642 188.6 1166 100.7 1542 187.9 1167 88.1 1642 107.9 1167 661n 170.0 974 170,0 780 170.0 1169 170.0 003 070.0 1284 170.0 1002 160.8 1472 170.0 1098 142.6 1472 186.8 1148 128.5 1472 1588 1130 107.1 1472 147.8 1106 81.5 1472 148.0 1104 60.3 1472 146.0 1104 72 M 110.0 1063 170.0 878 170.0 1276 170.0 1000 160.8 1320 1662 1101 192.0 1820 140.9 1082 117.3 1320 137.8 1066 1068 1320 128,6 1040 08.0 1320 117.0 1024 70.4 1320 112.6 1013 00.0 1320 112.6 1012 7918 170.0 1122 170.0 937 140.6 1184 159.4 1013 120.2 1184 139.9 994 112.2 1164 128.7 078 09.7 1184 116.3 084 88.8 1184 107.9 994 74.8 1184 97.6 935 84.1 1184 53.1 027 68.1 1184 92,3 025 781n 1801 1124 1700 061 130. 1124 147.0 965 118,6 1124 129.8 947 103.6 1124 115.5 931 92.3 1124 105.8 018 83.0 1124 98.6 906 60.2 1124 89.0 890 69.3 1124 84.3 881 51.0 1124 83.2 878 901n 108.1 844 111.5 760 90.1 844 94.3 738 77.2 844 82.1 724 876 844 73.3 712 80.1 644 60.5 702 64.0 844 61.4 693 45.0 944 64.2 878 386 844 50.0 485 33.8 844 47.7 682 98 In 86.1 742 91,8 863 74.2 742 77.2 652 88.0 742 57.2 841 55.7 742 59.8 831 44.5 742 64.1 822 44.8 742 40.8 814 37.1 742 436 800 21.8 742 39.8 690 27.8 742 37.6 664 *081n 62.8 588 83.9 690 522.1 690 53.8 621 44.7 688 16.8 613 39.1 566 41.4 505 34.8 685 37.3 406 31.3 686 34.2 492 26.1 686 288 461 22.3 568 288 472 19.5 586 24.7 486 1111n 578 665 898 503 49.0 556 49.6 405 41.2 655 42A 447 36.0 655 36.0 460 32.0 665 34.2 473 28.8 555 31.3 487 24.0 566 27.1 457 20.6 555 24.3 449 '10.0 660 22.4 442 1201n 45,6 476 46.4 433 38,0 475 39.0 426 32.8 476 33.7 420 28.6 476 29.8 414 20.3 476 29.6 400 22.6 476 240 464 94.0 475 21.1 396 16.3 475 197 367 14.3 470 17.2 381 1441n 26. 330 25.7 305 22.0 330 22.4 301 18.9 330 19.3 297 166 330 17.0 293 MUM... Anchor Capacity Table (Ib•) Anchor Clip Patterns Substrate 2.76 Concrete 3.6k Cann. Hollow CMU Flied CNC PT Wood Metal Anchor Type: 3118' Eko MMus. 114' Eko Mason MCP Elco Ukaca 3118' Elco Macon 114' Elco Macon 114.88 Nolo ANN/Gator 6/15 Mao Wilton 114" 88 Elea AggreOator 810 Sled Serew(86) 412 Stool Screw 526t 912 Steel Screw (86) Edge aetanee Ong 0" 3.1857 1" 2.557 3.118' 1" 2.1/2" 1" 2.5/57 2' 34/8' 2' 0.48" 0.64' 0.324" Embedment On): 1-114" 1404' 1.3/4" 1-104" 2' 1 -104" 1 -114' 1.104" 1.111" 1.114" 1.114' 2' 1-318' 1.3/8' gee note 4) 2M074n854.75611n. O.C. / Standard COp(21041 or 2). 390 96 990606 460 ha 860158 1941114 210174 280806 3640, 740808 468109 804116 118200 328194 420 Ws 08011. 4 Anchors .2.29 Mkt 0.C./ Mended cup(Flg. 9): 7001be 700174 680@8 1410601 85266 WA 500608 WA 696608 WA 88060. WA 4621b. 540 be 1120808 8 Anchors ®1.15 Min. 0.C, / SI99OYO Cap (F18.4): NO lbs 1400 Ms NIA WA WA WA 7801be WA WA WA WA WA 1304168 10e01b, 22401M 4 Mcbaro ®3' 1100, O.C. / (2) 286Argt9 CIO (210. 6): 7801.64 780 Ms 800 be 1750184 3268 0. 840044 800194 705174 1480174 938116 19281.66 298408 86210s 840111e 1120 88 8 Anchors 813' Min. O.C. / (2) 208 Ansle daps 6'19. 8): 1170 be 117000 10201.61 234006 264460, 810 Poe 840100 WA 1140166 1404 Ms 1320100 9648 No 078168 12801.64 1880109 4 Anchors 180.5 MIn. O.C. I U421p, IMO 1/8' Alum. (Fig.. 7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 143210. 2 Anchors 02.28'MIN O.C. /F•Cllp (Fig 6): 950008 880170 2906• 706108 47810e WA 2801ba WA 3161.68 01110 44005e 01.66 326 be 4201.68 800168 4 An0has6D1.16 "MM. 0.C. IF•CMp(F10. 9): 480186 7001bs WA WA WA WA 300156 WA WA WA WA WA 4621149 840118 112011e NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP TABLE NOTES: FIGURE 1: • l FIGURE 5: • • FIGURE 2: FIGURE 3: FIGURE 4: t!: • • •• 1 • • • • • •• • r• • • • •• ••• •• FIGURE 8: • • • • • 4141 • •. • • C • •s FIGURE 8 FIGURE 9 • • • 00 FIGURE 7: • • • ••• • • • • • • ANGLE CLIP (FIGURES 5816) MUST BE NSEMIN PAIRS, • • •• • • • • • • • • sue• • •• • • • • • •• • ANCHOR CAPACITY ADJUSTMENT FORMULA: (op ) x / ANCHOR CAP.,,„,,,,,` a ANCHOR CAP,,, MULLION / USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE 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. --) 1.082' )-- -1 1.000" j-- 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 4,000' SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES 81-10W 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 0.85. ALUMINUM SHALL BE 8063 45 AND BE A MINIMUM OF .126' THICK. STEEL STUDS TO SE 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. �� 'X 4' X .3751' 'T" - MULLION 4.000" 375. 1 X4 "X.376 "1' MULLION z_ 2 I-^ D. iL asN 2 i <I' X PRODUCT REVISED 21 complying with the Florida BOOding Cods Acceptance No o pr. IDadeProduct Co - 'Xlif.1 qp" - S. Ito OS \�� \NO.1 LYNN 47" "i ■S.., • i,1GENS0 *; No. 58705 * 3TA Es /� 3 hf /,,S'oNAt_ E A. L�'NNIMLLLA, P.E. FL P.E,# 58705 ..• • • • • ••• • • • • • • • • • •• •• • • • s • • 4100 • 0 • 6• • 060 • • • • • • • • • • • • • •• 1• 4140 • • ^VFW V^ Mullion Capacity Table (bent) 1,25" X 9.188" X TubMnll OponIna Width (hu set tally-spanning maitre) or Opening Height (for hodzordelly8pere4np mullions) 501n 00In 778 BOW 900 40078 120M 1401n 16017 Reolsnpular 108400 1 5(5lang. L6adng Rectangular 100000 7445(11sn0. Loa Wg Reetanpllar 168070 Trap/Sten louen0 Rectangular 108000 loeOlq Rectanpu 65 106560 7r69rfdm0. Lo85nO R4c16n9407 108tlOq 7 eplTdnO. 1110079 Racla•018 11185'1,5 Trep(hta1,5. LolOn0 R0001•9r 168070 7r81001 o 1118570 Raotan•11er 1a0n9. 'aeplinen9. 240" ' 1 11 1 ii 0.324° ia i il 1 fa i ia i ia i ia i ia i i '1 (sea note 4) la i ih i la 184416' h i ia i 1l+ i la 338 4278 170.0 620 170.0 436 170.0 744 170.0 476 170.0 688 170.0 500 170.0 902 1760 516 170.0 1115 170.0 521 170.0 1240 1700 621 170.0 1406 170.0 621 170.0 1735 170.0 521 1516 1789 170.0 521 481n 170.0 706 170.0 524 170.0 850 570.0 584 170.0 002 170.0 830 170.0 1133 170.0 061 170.0 1275 170.0 677 170.0 1417 170.0 680 154.6 1646 170.0 080 132.7 1546 170.0 6e0 118.1 1540 170.0 080 50625In 770.0 747 170.0 663 170.0 896 170.0 631 170.0 1048 170.0 684 1760 1196 170.0 723 170.0 1345 170.0 747 157.0 1468 170.0 766 139,2 1466 170.0 768 119.3 1460 170.0 768 104.4 1408 170.0 706 64 In 170.0 797 170.0 612 170.0 956 170.0 891 170,0 1118 170.0 764 170.0 1276 1706 803 163.1 1376 170.0 637 148.8 1376 1700 800 122.3 1376- 170.0 001 104.6 1578 170.0 561 01.7 1376 170.0 001 801n 170.0 008 170.0 701 170.0 1083 170.0 797 166.9 1150 1700 878 1396 1100 107.4 930 123.6 1160 150.8 910 111.2 1165 150.0 912 92.7 1160 144.8 905 79.4 11000 144.8 905 69.0 1150 144.8 905 631n 170.0 030 170.0 745 180.1 1081 170.0 860 137.2 1061 158.9 602 120,1 1061 142.0 786 106.7 1051 132.3 837 98.1 1061 126.7 030 00.1 1051 119.5 822 656 1061 119.1 621 00.0 1081 110.1 821 64 M 107.1 857 170.0 799 1383 967 161.6 606 119.4 067 134.0 790 104.4 957 121.0 777 92.0 957 112.8 787 03.6 807 108.8 769 89.8 057 100.0 760 59.7 957 80.9 748 62.2 957 60.9 746 721n 1267 004 136.2 788 107.3 804 116.2 604 91.9 804 101.3 671 60.4 804 91.4 680 71.5 804 84.1 680 04.4 804 78.8 643 63.8 004 72.3 833 40.0 004 89.9 829 40.2 804 89.8 820 78 M 100.4 722 114.4 830 91.2 722 97.2 618 75,2 722 78.3 606 68.4 722 78.7 5N 60.8 722 70.3 585 84.7 722 85.5 660 46.0 722 60.5 670 39.1 722 06.7 666 34.2 722 66.2 664 78 M 104,2 665 105.8 000 84.4 685 89.6 588 72.3 666 786 677 83.3 885 70,6 606 66.2 046 64.6 680 50.8 645 00.1 653 42,2 665 84.3 643 30.2 885 51.4 537 316 665 50.7 636 601n 606 516 68,0 457 54.9 515 67.6 449 47.1 516 50.1 447 41.2 616 44.7 434 368 616 40.8 426 330 616 37.4 422 27.6 615 33.1 413 23A 510 30.6 407 20.5 616 20,1 404 08 In 642 463 55.8 404 45.3 463 47.1 397 80.8 453 41.0 391 33.9 453 364 385 30.2 453 33.0 379 27.2 463 30.4 374 22.8 463 26.0 360 194 463 24.3 380 17.0 463 22.9 368 108 M 30.1 366 39.0 323 31.0 360 226 310 27.2 300 20.4 313 23.8 309 26,2 300 212 350 22.7 304 19.1 368 20,6 300 16.9 308 18.0 207 111 M 31.1 338 35.8 308 29.3 338 30.1 301 25.1 330 28.1 297 22.0 336 23,2 283 194 378 20.5 289 17.6 338 19.1 283 12078 276 290 78.3 264 23.2 290 23.8 280 189 290 206 250 17.4 200 182 253 15.4 290 16.4 249 144 M 18.1 201 183 180 V Anchor Capacity Table tan) Anchor C8p PoOema Substrata 27k Conere10 3.6k Conc. 411016808U Filled CMU 07 Weed Metal Anchor Type: 3/10 Mee Ulllaeon 1/4" Elba latreeon 6/10 EIo0 Mown VW' Elea Ultramm 114" Elbe UOrecon 114' 6S 6Icc A99/Wator 5710' Elba Ultramm 114" 88 Else A99reista' 610 Sleet Screw (05) 012 Steel Screw (05) 612 Steel Sams (06) Edge 0.4.008 pn3 1" 21/7' 1' 2112• 3470 1" 2-112' 1" 240" 2 3-1/6' 2' 048' 0.64" 0.324° Embedment (Mk 14/4" 15/4" 1314" 1-04" 2' 1.1(4" 1.1/4" 14/4" 1.1/4" 1 -114" 1.4/4" 2' 1.3/8' 1-306" (sea note 4) 2 Ababa; 82 4.76' MM O.C. / Standard COP (7(0 1): 300 Its 300 6 8 4501• 680178 184416' 375115. 280 Ma 364108 740188 486178 68718, 1182 Mrs 326106 420150 000150 4 Anchors ®1.15 Min. O.C. / Standard Cop (FM. 2): 480 Its 700150 N/A WA WA WA 380184 WA WA WA NA WA 852150 840lbs 1120 We 4 Anchors 783' MM. O.C. 7(2)2x6 Angle CIO (578. 35 780 6, 750150 880159 1600 133 1098150 640730 080 Its WA 780108 078150 080178 2364 68 652138 04017,0 1120108 4 AnO1kre 0.45' MIA 0.0 /13411p, Into 110' Alum. (Fig. 41: WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1432168 1 Anchor / F-C1p (fig. 65 195108 195164 2211105 446150 122 M. 130150 140178 177166 370158 234178 332 Me 60180 163150 210168 280 Re 2 Anchors O 1.15' MM. O.C./ FC6p (ft 65 240168 350150 WA WA WA 058 15011' WA WA WA WA WA 328 M50 420 Ors 680150 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR FIGURE 1: • • FIG RE 3: •• FIGURE 4: FIGURE 5: • • • • • • • • ••• • . • • • • •• • FIGURE 2: • • • • fl • • • • • ••C • •• •• • •• • • • •• •- • • •• • • • FIGURE 8: • • • • • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP X ANCHOR ANCHOR CAP.,,, %MULLION CAP.,,,,,,,,,,, / USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TORN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED 70 QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. 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 8083 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.168' N- -1.260' -y 1.25 X 3.188' X ,265" MULLION (1.114' VF MULLION) RI 2 2 rd.( 2 0 J 2 A x 2 OM X N gi Q 1 1 L 1 PRODUCT REVISED as complying will+ 4ha Florida BulldIng Coda - Moaprance No By 004 •nlr0 ``110(11111 1 111 /l \1 *.( ah��' � LYNN '* No.68705 '' G t o o A. LYN 'chat k(, P.E. FL P.E.# 58705 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • 0 • • • ••• • • • • • • • • • • • • • •• •• m ,-......,- V^ Mullion Capacity Table (155e22) 2040.26 Alum. Opening Width (for ver0caly-spaming mullions) or Opening Height (for hodzontaiympanring mtUloo6) 5010 8017 701n 0017 901n 1001¢ 1201n 1400. 1601n Rooting/tar Lo8ding T8.p51aeng• loadn9 Re0ta09942 Loadng 48571097¢ Loading Reoten6alr loading Trapr11990. loading Reotan9War loafing Trep/5l20. 108470 ' RemmrWlr Loading 499378970• hang R4otan9War 108.600 10p15fmp. Lading Reotangdr 109480 4.7770878 L001110 6.058 Ular Lowing Tmp/Mang. 108dn. Rectangular loading 17ee0000. Loading 111111111111111111111112 I 3-1/8' I 0.48' II 4324' I 18/4' I 1.14' ii, 2' iii 1414' i 1-114' i 1.1/4' it 1-3/8' its (6a note 4) i i 1 45090 I 164418. i il II I li11 1(0160 I 894 013 a sa i 42In 170.0 620 170.0 435 1700 744 170.0 478 1700 888 170,0 506 170.0 992 170.0 610 170.0' 1110 170.0 621 170.0 1240 170.0 525 170.0 1489 170.0 821 170.0 7738 170.0 521 1790 1963 170.0 621 485n 170.0 708 170.0 024 170.0 650 170.0 684 170.0 092 170.0 630 170.0 1133 170.0 801 170.0 1276 170.0 877 170.0 1417 170.0 050 170.0 1700 170. 000 170.0 1983 170.0 880 170.0 2287 170.0 880 00.635 In 170.0 747 9700 563 170.0 898 170.0 431 170.0 1048 170.0 664 170.0 1196 170.0 723 170.0 1345 1700 747 170.0 1404 170.0 766 170.0 1793 170.0 764 170.0 2002 170.0 788 170.0 2390 170.0 788 54 In 170.0 797 170.0 812 170.0 996 170,0 691 170.0 1118 170.0 764 170.0 1276 170.0 803 170.0 1434 1709 837 170.0 1594 170.0 858 170.0 1913 170,0 931 170.0 2231 170.0 581 170,0 2680 170.0 881 60In 170.0 965 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 874 170.0 1417 170.0 944 170.0 1694 170.0 958 1700 1771 170.0 1033 170.0 2526 170.0 1083 170.0 2470 170.0 1063 100.0 9300 170.0 1083 63 In 170.0 930 170.0 745 170.0 1118 170.0 860 170.0 1302 170,0 010 010.0 1488 170.0 1915 1780 1873 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1100 106.7 2663 570.0 1171 146.0 2663 170.0 1171 691n 170.0 974 1700 780 170.0 1100 170.0 003 170.0 1384 170.0 1002 170.0 1688 170.0 1068 1700 1793 170.0 1155 170.0 1948 170.0 1210 1790 2330 170.0 1275 161.9 2437 170.0 1280 132.0 2437 170.0 1288 7210 5799 1083 170.0 878 170.0 1276 170.0 1000 170.0 1489 170.0 1128 170.0 1700 019.0 1220 170.0 1913 170.0 1315 170.0 2120 170.0 1367 146.5 2184 170.0 1408 124,8 2184 170.0 1629 109.2 2164 170.0 1530 78 In 1790 1122 170.0 937 170.0 1348 170,0 1080 170.0 1670 1700 1209 170.0 1784 170.0 1322 185.1 1860 170.0 1421 148.9 1980 170.0 1506 123.8 1960 105,8 1848 106.1 1080 164.0 1595 92.0 1950 162.7 1531 7611 170,0 1151 170.0 907 170.0 1301 170.0 1110 170.0 1811 170.0 1250 170.0 1842 170.0 1289 152.7 1881 170.0 1474 137,4 1881 183.1 1600 114.6 1801 147.3 1473 98.2 1881 1303 1459 85.9 1901 137.0 1464 901n 170.0 1326 170.0 1144 149.1 1308 100.0 1210 127.8 1396 530.0 1108 111.8 1008 121.3 1179 90.4 1390 110,2 1100 00.0 0308 101.8 1141 749 1300 000 1122 03.9 1398 02.7 1109 659 1398 79.9 1096 8811 147.4 1220 161.8 1099 122.9 1225 127,8 1079 105.3 1229 111.2 1081 02. 1230 949 1044 01.0 1229 09.8 1020 73.7 1229 92.4 1018 61.4 1220 72,2 993 92.7 1229 85.9 977 46.5 1220 42.1 907 10517 103.5 075 1053 077 483 971 80.0 882 74.0 071 77.2 840 94.7 071 884 837 67.6 971 01.5 826 61.0 071 500 910 441 971 49.0 790 37.0 971 44.0 762 324 071 40.0 771 111 M 904 019 97.3 832 79,6 019 910 819 60.1 919 70.9 806 10 82.9 794 63.0 919 6127 784 47.7 019 61A 774 30,7 910 44.0 760 34.1 919 40.2 142 29.8 419 37.1 733 1301n 75.5 788 76.6 718 82.9 788 64.6 709 63,9 789 65.8 895 47.2 708 40.4 888 41.9 764 44.4 977 37.7 788 40.6 068 31.5 758 34,9 663 27,0 780 31.0 841 23.9 703 20.4 831 1441n 447 648 44.2 604 38.4 655 37.0 498 312 540 31.9 401 27.3 648 202 485 242 548 26.3 470 21.8 619 22.9 474 18.2 649 19.5 484 16.0 546 17.2 455 13.7 646 16.6 449 r y 0 G Anchor Capacity Table (9559) Anchor alp Patterns 005.0 te: 2.78 Oona8.te 3.6k Canc. RogowCMU FIIIed CMU PT Woad Metal Anchor Type: 3118' E108 UBsoon 110' E co UVeoa me' 81°0 1.0000 3110 eon Mason 114' Eo0 55558¢87 -1/4" SS Moo Aggre0etr 5118'Et10 00750000 1 /4 "6SEloo A54.0etr 010 Steel 500/ 936) 012 Steel 8117.04(05) 012 sod 89,477(05) Edge gr.n08999 1' 2-557 1" 2452 3.1/5' r 2 -157 0 2.1@' 7 3-1/8' 2' 0.48' 0.50 4324' Embedment 868 18/4' 1.310 1.14' 1-3/4' 2' 1414' 1414' 1414' 1-114' 1 -554' 1.1/4' 2' 1-3/8' 1.318' (6a note 4) 2 Anchors 00 4.75" MI .0.C. / Standard Cap 210.1 or 2); 30018. 399169 45090 80618. 164418. 27535. 28016. 36416. 1(0160 486134 894 013 1182 00 32807 42015, 680 f 6 42800.08. 00 2.88' MM. 0.C. / Standard Cap (Fig. 3): 74818. 74015, 830 Ma 145610 1424166 WA 500134 WA 80610 WA 6001. WA 862193 948 be 1120930 628oham 001.71 MM. 0,C. l Standard alp 210.4)5 005156 1c280.10 768 Poe 1948 IM WA 70516, WA 70015, WA WA WA 97810 126010 160018. 4 Anchors 0 2' Min, O.C. / (2) 216 Angle 065 2tp. 63: 75056. be 60010 1580 Pow 1888134 �WA ( 010.0 66018. NIA 78010 938155. 600 Re 238415. 852 559 64015, 1120134 S Axhre 003' Mtn. 0.0. 1(2)246 Angle a0. 210.8)5 1170155. 117010 1020134 234010 2944134 Mho 64016. WA 114016. 140418* 1320169 3548 15, 97815, 125010 1400169 3 Mehra 01.34' MM. 0.C, 70142p, Into 1/04101. 21g. 7)5 WA WA WA WA WA WA WA WA NIA WA WA WA NIA N/A 4l 6 Mahon, 000.84' Min. 0.C. /UC{p,Wo 116" Afum.(R9. 8$ WA WA WA WA WA WA WA WA WA WA WA WA WA WA 21 Ibe 2 50,000.0 02.60 MM. 0.C. / 94154 (P10 Or 37018. 370 6. 318 lbs 7431. 71210 WA 200134 WA 34515, N/A 44818. WA 12010 42010 580155• 3 Anohom 01.71" Min. 0,0.1 F.51 (F19.10)7 39016e 30010 340149 75015. 045155. 270134 28010 WA 3005556 406169 440155, 11821. 32615. 420 Ms 660955 FIGURE 1: 111 FIGURE 6: • • FIGURE 2: FIGURE 3: • • • • .• • • • FIGURE & • FIGURE 7: FIGURE 8: FIG RE 9: FIGURE 10' • • rr♦ • • • FIGURE 4: •• • • • 41 ULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. 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 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR • MINERAL INSTALLATION METHODS. LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • ANGGE CUP • 4) SI 88TRATES: CONCRETE SHALL CONFORM TO AC( 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT {FIQI1RF 60.6) • • (C4(1) HALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG 01 0.56. • MUSK SOUSED • • AIYMIIUM SHALL BE 6063 -T6 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THIN( (16 • IR PPARS.• • • GLOW STRUCTURAL STEEL TO BEAT LEAST .126" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW • • • • • THREADS BEYOND THE MATERIAL. • • • • • p 2' X 4 X .26' MILLION N J a w G 7 Z 2 co co a a a CS a 1 Y 21 'RODUCT REVISED Or complying with the Florida lulldo8Cotla 2., Aco055ram No op !i1` ce y�'E7,T,: • act Conti ,085 d71Yi 1�1tt110111////i •\`'\ j0' . 1,7• M / * ' No.58705 !IS r3 .g A. LYNN MILLER, P.E. FL P.E.# 58705 • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • • ••• • • • • ••• • • • • • • • • • a• •• • • Mullion Capeolty Table (Ibeitt1) 2 K S X ,2g Mullion Opening Width (b7 verdcally-spertnirg mullions) or Opening Height (tor horizonleily- epolWrg m91lon9) 6010 00 In 7010 901n 0010 100 h 1201n 14010 180(0 Reol•rguler Loading Te58Men0, Lading Re5gngder 101111,5 Tres/Them Loedlnp 140018/9111/ L0edU• 1/eprl5 41. 1001100 Re5)009 • Laadn° T•5801e09• Loading 1468108980 Ladino 71,85816000. Lo090 Re1tanguler Losing Te5T40no. LOed'ing RecleogWer Loading 151+174810. 1019500 Rectangular toeing T105814en9 Laing Re0400988 0060150 76e9/18•9 1011100 11 II 11 I 11 1- 11 11 1 11 0324" Embedment 90 13/4' 1314" 1.914" 13/4" 7 1.1/4" 1.114" 1.114" 1 -114" 1.1/4° 1.1/4" 2' 13/8' 13/8' )eec note 4) 63010 2 Mohan Q 4.77 Mn. O.C. / Weeks] Clip (Fig. 1 or 21 39010 08010 43010 080 be 184466 270 be 24010 364100 740564 48810 68410 1182160 32810 421n 170.0 720 170.0 438 170.0 744 170.0 470 170.0 NM 170.0 006 770.0 502 170.0 019 170.0 1110 170.0 621 170.0 1240 170.0 521 170.0 1480 170.0 821 170,0 1735 170.0 621 170.0 1983 778.0 521 481,, 170.0 708 170.0 624 170.0 580 170.0 504 170.0 982 170.0 030 170.0 1133 170.0 081 170.0 1275 1700 077 170,0 1417 170.0 880 170.8 1700 170.0 880 170.0 1883 170.0 000 170.0 2287 170.0 680 00.828/1 170.0 747 170,0 603 170.0 800 1700 031 170.0 104 170.0 004 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 750 170.0 1703 170.0 750 170.0 2002 170.0 758 170.0 2301 1700 758 541n 170.0 797 170.0 912 170.6 988 170.0 001 170.0 1118 170.0 764 170.0 1276 110.0 003 170.0 1434 170.0 037 170.0 1594 170.0 856 170.0 1013 170,9 081 1700 2231 1700 861 170.0 2500 170.0 081 001n 170.0 885 170.0 701 170.0 1003 1700 707 170.0 1240 170.0 878 170.0 /417 170.0 044 570,0 1694 170.0 008 170.0 1771 170.0 1033 170.0 2126 170.0 1083 170.0 2479 170.0 1063 170.0 2833 170.0 1083 631n 170.0 030 170.0 745 170.0 1118 170.0 890 170.0 1302 170.0 940 170.0 1480 170.0 1316 170.0 1873 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1108 110.0 2603 170.0 1171 170.0 2075 170.0 1171 00In 1700 074 170.0 709 1700 1189 170.0 903 170.0 1381 170.0 1002 170.0 1650 170.0 1088 170.0 1763 170.0 1155 1700 1948 170.0 1210 170.0 2338 170.0 1278 170,0 2127 170.0 1286 170.0 3157 170.0 1208 721n 1700 1003 170.5 078 170.0 7276 170.0 1009 170.0 1408 170.0 1128 170.0 1700 1700 1228 170.0 1013 170.0 1316 170.0 2126 170.0 1387 170.0 2850 170.0 1488 170.0 2076 170.0 1529 170.0 3400 170.0 1530 In 170, 1172 170.0 937 170.0 1340 170.0 1000 170.0 1570 170.0 6208 170.0 1704 170.0 1322 1700 2019 110.0 1421 170.0 2243 170.0 1505 170.0 2852 170.0 1029 170.0 3140 170.0 1894 170.0 3608 170.0 1705 781n 1700 1101 170.0 087 170.0 1581 170.0 1716 170.0 1811 170.0 1260 1700 042 170.0 1309 170.0 2072 1700 1474 170.0 2302 170.0 1804 170.0 2763 170.0 1700 170.0 3223 170.0 1777 170.0 3001 170.0 1708 001n 170.0 1328 17E0 1144 170.0 1084 1700 1520 170.0 1839 170.0 1408 170.0 2125 170.0 1083 170,0 2391 170, 1703 170.0 2850 170.0 1910 170.0 0105 170.0 2123 168.0 3413 170.0 2273 130.6 3415 1700 2381 54/n 170.0 1417 170.0 1222 170.0 1700 170.0 1434 1700 1003 170.0 1822 170.0 2297 170.0 1794 170.0 2650 1700 1862 170.0 2833 170,0 2005 (80.0 3109 170.0 2338 137,1 3109 1860 2470 1200 3199 168.1 2420 141n (70.0 1694 570,0 (409 170,0 1053 170.0 1847 170.0 2231 170.0 1870 1700 2960 170.0 2078 1845 2781 170.0 2271 148.3 2781 181.9 2333 123.0 2781 140.4 2281 105.9 2701 1269 2284 02.7 . 2781 118.0 2100 11)1n 170.0 1838 170.0 1454 170.0 1980 170.0 1700 170.0 2201 170.0 1932 170.0 2021 170.0 2140 151.8 2832 162,3 2245 138.6 2032 1464 2216 113.8 2632 120.4 2108 07.E 2032 116.7 2128 88.4 592 1063 2048 1201n 1700 1771 170.0 1000 170.0 2125 170.0 1050 154.4 2262 169.0 1001 135.1 2202 741.4 1004 120.1 2262 127,2 1028 1061 2252 110. 1 1015 00.1 2282 09.8 1872 77.2 7252 889 1038 87.8 2272 81.4 1808 144 N 126.1 1584 1280 1445 104.3 1684 1061 1425 89.4 1684 01.6 1407 78.2 1664 80.7 1390 89.5 1564 12.3 1373 08.0 1804 06.7 1358 52.1 1884 66.0 1330 44.7 1864 402 1305 30.1 1604 44.4 1203 I r■or.r= I V Anohor Capacity Table (Ibe) Anchor Clip Patterns 80068(8 2.76 Concrete 306 Cow. Heger CM Filled CMU PTWOOO Mete Anchor rypr. 3118'Eka UHnwn 114" Elm UHrecon &16' EWE LUtreoa 3111, Elao Ullrecon 1/4 "Eko l2usoon 1/4" 88 Eko A08nOdor 8/18" Eko Unman 114" SS Eko A09(e0etor 910 Steel Sane (05) 912 Steel sow 935) 012 Steel Slew (06) Edge Eeeten 8(1,4/ 1" 2 -112" 1" 2112' 81/8" 1" 2-1/2' 1" 2-1(2' 2" 3118' 7' 0.46' 0.64" 0324" Embedment 90 13/4' 1314" 1.914" 13/4" 7 1.1/4" 1.114" 1.114" 1 -114" 1.1/4° 1.1/4" 2' 13/8' 13/8' )eec note 4) 63010 2 Mohan Q 4.77 Mn. O.C. / Weeks] Clip (Fig. 1 or 21 39010 08010 43010 080 be 184466 270 be 24010 364100 740564 48810 68410 1182160 32810 420 Its 4 00660le 08 4.87 M16 0.0 / Olenderd Glp 75. 3): 74010 78010 90010 1740 ne 5004 Ibt 558 IN 600 Ile 70810 148010 930 be 110410 238410 00810 840 (0 112010 8 Anthony 4$1.71" 10(0. O.C. / Standard Clip FIG. 47 118010 140026 101010 259610 NIA WA 94010 WA 1080 No WA NIA WA 1304 i0 1000 be 2240 be 4 Arwlwre ®3' Mln. 0.G /(2)246 Angle 0110 FI0, 67 70010 76010 8410 168010 108810 61010 68010 NIA 78010 03810 880 /be 238410 06210 84010 1120 be 5 Analogs m 71611n. 0.C. /12)296 Angle Clips 75. 9): 1880 40 1580 the 1300 Its 312010 370210 1000 Its 112010 WA 182210 1872 be 178010 472810 130410 1699010 22010 12 Anehae 01.7 Wn. O.C. / (2) 2 6 Angle Clips (Fl9. 7): 168010 210010 144010 370010 WA WA 132010 WA 160010 141.0 WA WA 1058161 282010 330010 4 Mahon 01.34" Min O.C.7 LFCUA into 9r Alum. (FIB 1: WA WA WA 041.0 WA WA WA WA WA WA WA WA NIA WA 143210 8 Anahon ® 084" Mm O.C. /1.1490 Into 1/0" Mum. F•. 0): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 24410 2 A.n06.re 49 4.68" Min 0.0. / 7.0111) 09, 1031 30010 39010 49010 00010 163210 27010 28010 35410 740/0 48610 082 Its 1182 Ole 320 be 42010 880 Its 4 Anchors 01.77 Men 0.C. / F421p (Fm. 11( 60010 70010 60610 129810 WA WA 47010 WA 533310 WA WA WA 85210 84010 112010 FIGURE 1: • • FIGURE 0: • • FIGURE 2: FIGURE 3: • • • 4 • •• • • • •• F60URE 8: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10 FIGURE 11 • •• • •• • • • • •• • • • • • • • • • • • • • u ANGLE CLIP (FIGURES 5.7) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„) 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. .250" TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATE& 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 .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 2" X B' X .25' MULLION 5.000" o_ 2 2 Z 1 0 J U W y 0 in ate complying with the Florida .BuOdlog Code Acceptance No 0 Bx�7rex� apes •:5. Mlaml Dade Frodud Comml"� \\`\\ � 15 �� 1.0) � /1 �, CENS * 680.58705 Di (0(St3 '<u , STATE . , �� ONA1. Ea 7 A. LYNN MILLER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • •• •• TABLE 11A Mullion Capacity Table (Iba182) 1.28" x 2.11" x .126" Alum Tube Mull 6015 20In Opening Width (tor vertically-spanning mullions) or Opening HeiIght (torhoriaonlalty- apanr1ng m Aon8) 706. 80 In WM 100 In 12010 14015 1601n Rectenoular Loading ro Weft 2442263884 . Lad96 7799/76406 Loading Reotengubr 1064190 12upl Triang. 10.406 Re5Kr60br Imam Tmpmlenp 108416 Reoteng8er Leading 1159111809, Loading Redier79M Loedir6 Traprtrler6, 1,58496 R60lengdia0 Loading 108896 Reolangulor Loading Top/Mang Lox9% Reoten9OIer 18.496 Tmp116m6, Loading 1 1 I 1 4219 144.2 526 107.0 428 120.2 628 1419 410 103,0 I 616 1 li 1 11 g1 i1 dg I 1 I I 1 I 138.9 414 901 628 134.8 911 80.1 520 134.1 411 721 628 134.1 411 00.1 628 134.1 411 61.5 626 1. 134.1 a 411 461 526 1 I 134.1 411 4810 018 403 1060 333 80.6 403 94,7 69.0 903 88.4 320 804 403 81.4 317 53.7 79.1 315 483 718 314 40.3 403 718 314 34.5 409 766 314 30.2 903 718 314 60.82616 823 382 91.0 301 88.8 362 793 58.9 362 71.9 289 01.6 87.2 288 45.7 382 84.8 284 41.2 836 283 34.3 362 83.5 283 29.4 382 63.5 204 217 304 836 283 54 In 87.8 318 74.1 237 58.5 318 64.2 261 48.6 318 67,7 424 318 13.5 263 37.7 318 50.9 250 339 318 49.5 249 29.3 318 49.1 249 24.2 318 49.1 240 21.2 318 49.1 24a 8010 83 In 49.6 42.7 268 63.1 219 41,2 268 457 214 35.3 255 40.7 210 309 258 37.2 207 27.6 258 34.9 209 24.7 33.4 203 20.8 268 32.2 201 17.7 258 82.2 201 185 322 201 234 45.8 200 35,6 234 581 195 30.5 234 34.7 192 28.7 234 31.6 189 23.7 234 29.4 186 21.4 28.0 184 17.8 248 183 15.3 234 28.6 183 13.4 234 28.8 183 8510 972 213 39.4 183 31.0 213 337 179 28.5 213 29.8 170 23.2 213 27.0 173 20.8 213 25.1 170 19.8 213 23.7 166 10.5 213 22.2 107 153 219 22.0 186 11.6 213 22.0 108 721n 28.8 179 3E1 155 239 179 25.8 152 20.4 179 22.5 149 17.9 179 203 147 16.9 178 19.7 145 78 In 343 191 25.4 140 20.3 181 21.8 137 17.4 181 19.0 135 182 181 17.0 133 781n 226 162 23,5 133 18.8 152 788 131 161 162 17.5 128 TABLE 11B Anchor Capacity Table (Ms) Anchor Clip Patterns Substrate, 2.78 Conore15 369 Conc. HdIowCMU FEW C140 PT Wood Meth Amber Type. 3718' Era Ulo.00n 1/4" E1oo 11800006 6118" E.00 %110905 3118' Ela Ullncon 114" 61001100000 SS Efoo Ag9re0.tor 5/16' Woo 115.505 114' 88 &co Aggm3etor 81051491 Screw (06) 812 8196 05506 (00) 812 01991 8242 (05) 2-112" 1" 24/2" 31/8" 1" 2.1/2' 1' 2 -vr 2' 3.118" Edge INeto noe O•k Embedment 64 1-314 1414" 14/4' 1414' r 1414' 14/4" 1.114" 1.1 /4" 1 -U4 1.1/4' 4 /whom 4113" 10n. O.C. / 09215Mde Cope (FT0.1)1 74019, 79016. 080186 1004 be 1046 (08 54019. 58078s NIA 760190 Mho 80016. r FIGURE 1: • • 2' 0.48" 064" 0.320 2" 1419- 1510" pee nose 4) 23949» 892 Ea 840104 173216. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 16-20, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (D)X /ANCHOR CAP. ,m,,,,,) =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. ANGLE CLIP MUST BE USED IN PAIRS. 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 0.65. ALUMINUM SHALL BE 8063475 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 .126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • • • • • • • • • • • • THE MATERbiI. • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • 1-- 1.288' -1 2.116' F.125 1.28' X 2.11" X ,126' MULLION (INTEGRAL FIN MULLION) OAS iQ PRODUCTREVISBD as oomplyfng Wilh the Florida c Acepta Coda • -3 OS Acceptance No Ex, . Minn Dedo l��dl%y LYNN \DENSE "•• G ` * No' 58705 • _ %,,/- 30„%% ',,SS /DNA. E.\`. A. LYNN MILLER, P.E. FL P.E.# 58705 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • .1 ' ^v`G , vr+ Mutton Capacity Table (Iba11t3) 3.26 "46 DEG. AL BAY MULL Opening Width (for wnicaiNepar9 'In8rml0Ona)orOpening Height (for hodaorAe9y8par5 r mUilon9) 501n 606 700n 80 54 006 10045 120 in 1400 14045 Reclangula 4.0.4410 mplltang. LoaOng Reota11•lar Loe01g 70011Thsng. Looting R.olagi4a Laceg Tmplldag• Goering Rectangular Loafing 1175m70 Lading 5(.Ias84.4 Lood5g TraWMnp. Looting Rectangular Looting Trap/Siang. Loading Rao.ngulr Looting Trap/Tdang. 18049418 Re04an04.r Loafing Trep/Tdang. Loadn9 Rectang 0.r 4.00499 TlapIMeng 199470 S 1 61/8' h 0.48" 0.84" 0,024' 1 1414" 19/4' 1.3/4' I 1 its 0.144' I 1.144" g 1 2' 1 II Nees note 4) 1 1 11 1 II 1 I 1 I 1 I 72064 11824s .3 i 42111 170.0 820 170.0 435 170.0 744 1700 478 170.0 865 170.0 500 170.0 002 170.0 519 170.0 1116 170.0 521 1700 1240 170.0 521 170.0 1400 170.0 521 470.0 1735 170.0 624 1603 1871 170.0 521 4619 170.0 700 170.0 624 170.0 450 170.0 584 170.0 092 170.0 030 170.0 1433 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 980 163.7 1837 170.0 680 140.3 1637 170.0 680 122.6 1537 170.0 680 60.62545 170.0 747 170.0 563 170.0 596 170.0 631 170.0 1048 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 758 147.1 1552 170.0 760 128.1 1552 170.0 758 110.4 1562 170.0 750 54 In 170.0 797 170.0 612 170.0 054 170.0 801 170.0 1118 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 037 165.2 1455 170.0 668 120.5 1455 1700 801 110.8 1455 170.0 801 57.0 1455 1700 861 60 in 170.0 661 170.0 701 170.0 1083 1709 797 1760 1240 170.0 970 "197.1 1309 170.0 944 1347 1309 170.0 996 126.7 1309 163,5 084 104.6 , 1309 167.4 982 69.6 1300 157.1 982 706 1309 157.1 982 83 M 170.0 930 170.0 745 170.0 1118 170.0 060 102.9 1247 170.0 940 142.5 1247 104.6 943 120.7 1247 152.0 955 114.0 1247 144.3 952 05.0 1247 130.2 936 81.4 1247 135.7 936 71.3 1247 135.7 035 681n 170.0 974 179.0 789 170.0 1160 170.0 003 145.4 1100 153.7 965 529.9 1190 147.9 945 116.4 1190 1305 929 103.0 1100 128,4 914 969 1100 119.5 906 74.2 1190 119.1 893 04.9 1100 118.1 803 Mtn 181.9 1010 409.0 877 134.7 1010 144.8 810 116.4 1010 127.2 842 101.0 1010 1147 828 39.5 1010 105.5 817 80.8 1010 9119 007 07.3 1010 909 795 57.7 1010 87.6 790 50.5 1010 97.7 751 70In 137.4 005 1439 702 114.5 808 122.0 775 98.1 906 107.1 781 85,9 906 96.2 749 78,3 906 88.2 738 89.7 006 02.3 729 57.3 900 74.7 716 40.1 906 71.2 710 42.0 908 70.8 700 781n 127.1 861 1326 714 105.9 861 112,5 738 90.8 Bat 980 726 79.4 881 86.5 113 70.8 801 61.0 703 83.0 681 75.4 604 530 881 88.1 081 45.4 001 84,5 875 30.7 631 83.7 872 001n 62.7 846 85.4 674 68.9 848 72.1 584 59.1 646 82.9 654 51.7 846 59.1 945 48.0 0417 50.9 537 41.4 648 47.0 530 34.5 946 41.5 519 29.6 840 39.2 511 26.9 048 38.6 507 9845 602 588 70.1 505 66.0 588 60.1 499 48.7 560 51.4 401 42.0 555 45.9 489 37.0 508 41.4 478 34.1 586 39.1 470 20.4 588 33.4 459 24,3 566 30.5 492 21.3 588 28.7 447 10910 47.9 449 48.9 405 39.9 440 41.2 399 34.2 449 35.7 393 ' 29.9 449 31,7 387 28.0 440 20.0 382 23.9 449 28.1 377 20.0 449 22.7 388 17.1 449 20.4 361 15.0 449 18.0 350 11145 44.1 425 45.0 356 305 425 37.9 379 31.5 425 32.8 373 27.5 425 29.1 367 ' 24.5 425 202 382 22.1 425 24.0 358 14,4 425 20.7 350 16.8 425 11.8 349 1201n 349 364 38.6 331 20.1 384 20.8 326 24,9 364 25.9 321 21.5 364 22.8 317 19.4 384 206 313 17.5 384 10.7 300 144 In 202 263 20.4 233 108 253 17.1 230 �■ J14 Maher Capacity Table (Ibs) Anchor Clip Patterns Substrate: elk Concrete 8.64 Coro, HOlI9g CMU Filed CMU PT Wood NNW Anchor Type: 3418' El50lgtrecon 114' Elso Ubacon 0448' Elco Ubaeon 3/18" Elea Chaco 144' Elea Uuscon 114.88 9109 A1gte0elor 4918' Elco tAS000n 114' 88 Sao A94008lor 810 Elea Screw 035) HII Steel Screw (05) 912 SINI Scraw(05) Edge oats= 50): 1' 24/2' 1" 2.112' 6175' I' 2.1/7' 1' 2.112' 2' 61/8' 2' 0.48" 0.84" 0,024' Embedment (45): 1414" 19/4' 1.3/4' 1474' 2' 1.144" 0.144' 1 -174' 1.144" 1474' 1.114' 2' 1348" 1319' Nees note 4) 2 Anchors 4g 5" Mi9. O.C. /(2)206 Angle 09p5 (N9. 1): 390190 390190 460190 880190 1700159 270158 280190 _ 354 085 740159 488458 72064 11824s 328186 424145 660190 4 Anchors • &6'Mn.0.C. /(2)2r8Mgle C2p8(Ng. 24 79060 75064 79060 1870133 262516. 54060 6806. WA 1120159 936185 840190 2364190 Mt Ito 84064 112060 5An158rs 62.71" Min. 0.C. / (2)2e6 M 8 Cape (Ng. 34 11201bs 1120185 950190 22496. 2254190 WA 840 ix WA 1059 80 WA 1320110 WA 976190 1240190 1889190 FIGURE 1: • FIGURE 2: • FIGURE 3: • •• TABLE NOTES; 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • 3) UL N AUQMULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HO�ES�'O BURILLEO NN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. • • • • •FIL;V)R6$ 8y0W SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • • • 4) SUSSTRATE39 CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED • CONCIETE•BEOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 808346 AND BE A MINIMUM OF .126' THICK, STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A35. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • • • THE MATERIAL. • • • • • • • • ••• •• ANGLE CLIP (FIGURE'1113) MUST BE USED IN PAIRS. • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • •• • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) x ( ANCHOR CAP.,,„,,,,,,' a<ANCHOR CAP.,,,, `MULLION CAP.,,,,,,..,I USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT I8 LOWER THAN TIC MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .126' lee gY J 2 m 2 z 2 a i 17 RODUCTRGVISSD s complying with the Plor0d5 3011dIng „S,� ',ec0pin,co N0 ._ Ion,00. 0.1~ " r s4janl r 0499 p,O4Od 4091771 11 \dill lift p�( �• • L1GEN4' * ' No.58705 • -73 ''ONAI "t`s' A. AI(1ttMA)Il tLeR, P.E. FL P.E.# 58705 5. 16 ei(. 000 • • • • 4100 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • Mullion Capacity Table (1be/R2) 3.26" 30 eAYMU1 Opening Width (for ve10oally- ep•rnire millions) or Opening N•Ight (forh67inordaly- parring millions) 501n 6014 701n 8015 0018 500In (2016 1401n 16014 Rectangular Leedag nepidang. Loving Rectangular wadn9 7repllhan0 Lading ReoWgulr wading T1ap(71609. 1.0140 8.818lgt8er 1.00159 - Trapr7114n9. Loed4g Rectangular Lading Trap9Mang. twang Rectangular 108805 Tre7(7Mn9. Loading Revieng9.6 Leanne TrsgT6mg, Loadlns R4ele59Uar 800140. Tree/Mena Ladng Rectangular 10010 Trap1Mena Losan9 2.112" 2` 9.119" 111 0.48" III 0.324` iii i ii i h i il 1 II i 11 1.114" i ilf i iii i ii i ii i 11 i II i fa. i 488159 720 me 1182106 dll 428n 170.0 620 170.0 435 170.0 744 170.0 470 1700 888 570.0 508 170.0 992 1705 619 170.0 1116 170.0 621 170,0 1240 170.0 621 170.0 1480 170.0 521 170.0 1735 170.0 621 149.1 1740 170.0 621 48 In 170.0 708 170.0 624 170.0 800 170.0 684 1700 992 170.0 830 170.0 1130 170.0 681 170.0 1276 170.0 877 170.0 1417 170.0 880 152.2 1592 170.0 680 130.6 1522 170.0 880 114.2 1622 170.0 680 50.82518 110.0 741 170.0 663 170.0 808 170.0 831 170.0 0046 170.0 854 170.0 1106 1700 723 1700 1345 1700 747 184,2 1443 170.0 750 1380 1443 170.0 758 117.3 1449 1700 788 102.8 1443 170.0 768 641n 1700 707 170.0 012 170,9 950 170.0 691 170.0 1118 170.0 784 170.0 1276 170.0 803 180.4 1363 170.0 837 144.3 1353 170.0 866 120.3 1363 170.0 861 103.1 1959 170.0 881 90.2 1353 170.0 881 601n 170,0 886 170.0 701 170.0 1063 170.0 707 187.0 1216 170.0 879 148.1 1218 170.0 044 120.9 1218 1699 938 110.9 1218 192.1 924 07.4 1219 140.8 013 93.6 1218 146.1 013 73.1 1218 144.1 913 631n 170.0 930 170.0 745 170.0 1118 170.0 860 160.2 1160 168.0 933 131.4 1160 1530 914 118.8 1150 141.9 898 103.1 1150 134.2 886 87.6 1150 126.7 871 76.1 1160 128.2 870 85.7 1160 128.2 870 881n 170.0 974 110.0 789 502.4 1048 185.6 881 130.6 1046 1488 684 114.3 1046 133.1 850 101.8 1048 123.4 830 01.4 1048 116.6 830 76.2 1048 806.4 821 65.3 1048 1082 818 67.1 1046 1092 818 7215 140.8 $80 147,0 764 117.4 880 128.0 748 1008 880 110.8 734 88.0 880 500.0 722 702 880 92.0 712 70.4 880 88.2 703 58.7 880 79.2 693 60,3 680 705 888 44.0 880 76.4 888 7810 119.7 700 1201 590 99.8 790 1004 878 66.6 790 03.3 663 74,8 780 83.0 883 66.5 700 70.0 643 60,0 790 71.7 836 49.9 790 86.1 824 42.8 790 82,1 610 37.4 700 81.6 817 78 in 110.6 750 115.5 867 92.3 750 98.1 844 79.1 750 850 632 89.2 750 77.1 821 018 760 708 812 65.4 750 65.7 605 48.2 750 59.4 594 39.8 750 58.2 650 348 750 65.5 588 801n 72.1 685 74.4 600 801 663 62.0 401 61.6 683 54.8 483 46.1 683 48.0 476 40.1 683 44.4 486 341 663 40.9 482 30.0 683 38,2 462 268 563 33.3 446 22.6 663 31.6 442 261n 59.4 496 81.1 443 49.6 495 61,5 435 42.4 495 44.0 427 37.1 495 39.9 421 33.0 405 341 415 29,7 496 33.2 409 24.8 495 29.1 400 21.2 495 248 394 188 494 26.0 300 108 In 41.7 391 42.6 353 148 301 309 348 29.9 301 31.1 342 28.1 391 21.6 337 23.2 391 24.9 333 20.9 391 22.8 328 17.4 391 19.7 321 14.9 381 17.8 318 111 In 38.4 370 39.2 335 32.0 370 33,0 330 278 310 28.8 326 246 370 26,3 320 210 370 22.8 318 19.2 370 208 312 18.0 370 18.1 306 12010 30.4 317 30.0 280 26.3 317 28.0 244 21.7 317 22.6 280 140 317 19.9 276 18.9 317 178 273 144In 179 220 17.8 203 Anchor Capacity Table (Ib6) Anchor Clip Patterns Suestm5e: 2.78 Cononte 3.614 Con. Hollow CMU FIDed CMU PTWood Metal MO Type: 0(18' 01,0 9238600 144.6000la9acan 6116' 0100 Macy 3116' FJeo Ullman 114" Ewo U9aean 11C 83 EI00 A09(800101 0(16" EICo 8898001 114' SS El0o 099006100 010 Steel Screw (06) 012 61801 Screw 335) 012 Meet strew (a5) E. 08ten0e (in : 1' 2.102" 1' 2.12' &LB' r 2.112" 1' 2.112" 2` 9.119" 2' 0.48" 0.64' 0.324` Embedment (14): 1414' 1.814' 1444' 1.214" 2' 1.114' 1.1(4' 1.114' 1.114" 1.114" 5.114' • 2' 1516' 1418" (tee note 4) 0 . 3 . 390 Los 3000. 450106 � 890106 1700106 270 08 280 bs 354 Rs 740.1 488159 720 me 1182106 328108 42010s 600100 4 Anchors 663.r 61I0.O.C. I (2) 206 Anti* gips (F19.2): 700101 780159 79066 1870 Ps 2596159 540159 080101 WA 1120 Los 096 068 680tH 2384 Ps 85210* 640101 112006 8Anchors 02.71' 808. RC. O(2)245Angle CO* (Fig, 08 : 112006 1120101 958101 224806 2264159 WA 840106 WA 105006 WA 1320161 WA 078159 1260106 1060 Its FIGURE 1: • FIGURE 2: • • FIGURE 3: • • • TABLE NOTES: • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. • • • • • • • • j100 $ 1)0 BB LRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. • • 4.• • I0 R S SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • . • ••4) SLBSJRATES•CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED • • • • • • • • COMCRITE (MOCK 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 13083-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 .126' THICK AND A30. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • is • • • 0 • • • • THE MATVtIAL. • ANGLE CLIP (FIGURP 19) MU%T BE USED It{ PAIR9). • • • • • • • • • • • • • • •• • • • •• • • • • • • • • •_ • • u • 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. te 8 a 'PRODUCTRBVISBI) 6s oomplyingwidl (08 pbr(do 73001508 Coda Acceptance No -; 751'71 �2Lo 71)110910 roduct trot '2 •54tillllilh /// . CENSB ,•F,4' • * N0, 58705 • • * ' • STATES 13 • S�ONJ)L 1 A. LYNN MILLER, P.E. FL P.E.# 58705 =▪ 'D 0041 • • • • 4100 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • 126" 2.000 " 2.000' 1 "X 2'X .126 " MULLION 6083 -TB ALUM, XSECTION ,376" MIN. .376' MIN. 2 "X2 X .378' MULLION 6063.78 ALUM. X-SECTION -« -.125" STANDARD CUP 006348 ALUM. *SECTION 3.125 2 5.500' _ HERE TO I _ CREATE F-C IF, SEE DETAIL F. SHEET 4 .126' .375" MIN. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1118". 5.600' STANDARD CLIP 8083.78 ALUM. TOPVIEW .376' MIN. • • • • 1 • • •• • • • • OFFSET CLIP .126' 8063-T8 ALUM. TOPVIEW • •• ••• • 7'w• '� • • • • •• • • • • • • • • • • • • • •• • • • • • • • • 1.000" I+ 2.760 .126' 1 "X 2.78' X .376' MULLION 6083.78 ALUM. *SECTION 0.125' • •• • 2,125' U-CUP 8063 -T6 ALUM. *SECTION -"f .740" I--- I h -.1 1.000' i+- 2.750' .125' 1' X 2.75" X .850' MULLION 508346 ALUM. 11-SECTION .338" MIN. U•CLIP } 6003 -TB ALUM. USED FOR ALL? X 2' AND 1' X 2,76' MULLIONS, SHEETS 5.8 TOPVIEW 1 338' MIN. U-CLIP 8083 -T6 ALUM. 1' X 3.126' (..500' )MULL ONL �ESHHEET 9 .338' MIN. U -CLIP 8063 -T8 ALUM. 126' X 3.188'11,28V MULL ONLY, SHEET 12 TOPVIEW -r 2.000" I- x.125" T 3.126" 1- 1.000",4 .125' .500" 1' X 3.126"X .5' MULLION 8063 -T8 ALUM. X- SECTION 2X6 ANGLE CLIP 808348 ALUM. X-SECTION 6.000' .125" .376" MIN. i 3.188' L h"- 1.260'+1 128' 1.28 X 3.188' X ,285" MULLION 8003 -T8 ALUM. *SECTION 2X6 ANGLE CLIP 6053 -T8 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1 /18'. Mull Dimension (sheet#) PGT Part # Mullion Std. Clip Offset Clip U-Clip Angle Clip 1" X2' X,125" (5) 88605 666113M 8661118M 666243M 866511M 1" X2" X.375"(6) 686006 686114M 6661119M 666244M 666512M 1" X2.75" X.376" (7) 68607 666115M 6681120M 686246M 666513M 1" X2.75" X. 850" (8) 86808 668116M 6661121M 668248M 888514M 1" X3.125" X. 500" (9) 68637M 8661116M 6861114M 686242M 868515M 1.25 "X3.188 "X. 265" (12) 66641M 6661117M 6681113M 886241M 866516M 1.26" X2.11" X.125' (15) 69370 WA N/A N/A 688517M CENTER OF ANCHOR HOLE MUST LIE •WITHIN SHE DASHED BOUNDARY. SEE • SNEEOS 607 FOR THE ANCHOR 0.C. • DISTPNCE•MAXIMUM ANCHOR HOLE •I7IAMBTERIPANCHOR DIAMETER + 1118". • • • • • • r•- 1.286'1 2.118 ,900' 1.28" X 2.11 "X .126 MULLION 0083 -T8 ALUM. *SECTION .125' Dimension Value (In) For Mullion: A 1,625 B 2.854 1" X2" X.125" Aluminum C 0.896 Tube Mullion D 0.740 A 1.125 B 2.404 1 X2 X.375" Aluminum C 0.835 Tube Mullion D 0.490 A 1.875 B 3.000 1" X2.75 " X C 0.757 .375 Aluminum D 1.118 Tube Mullion E .450 Min. A 1.312 1" X2,75" X B 3.000 .850" C 0.478 Aluminum D 0.838 Tube Mullion A 2.000 B 2.837 1" X3.128" X .500" Alum C 0.863 Tube Mull D 1.137 A 2.625 8 3.262 1,25" X3.188" X .265" Alum C 0.862 Tube Mull D 1.782 1.26"X2.11 "X A 1.813 .121" Alum Tube Mull NOTES; 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 6.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 1111 pp4 6M J W to 0 2 2 D. U O IL a 1 1 J a d� 2 N 1 RODUCT REVISED 1 s owepiyingdix\vr ild the Plorlde UuOding Co 1 3 -O;1G GG ncee �w S.7 y j. ' .,. r Oeml Dedroduct ConrroT'-�, 11,I \`��,41/ ", • LICENSE' `�frp ._"?-*7 No. 58705 * r 1513 to: ''.FCORIOA•'''' ' A. LY■NI P.E. FL P.E.# 58705 • • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• 4.000' 1,00 I' -� 1.000" I-- 126' 1 X 4" MULLION 808378 ALUM. XSECTION .125' .376' 1'X4'X.375' MULLION 805378 ALUM. XSECTION 30' BAY MULLION S083•78 ALUM. XSECTION 1'X4'X.375' 'T'•MULLION 808378 ALUM..376' XSECTION MIN. 2.000' 1 I I ,126" .126' STANDARD CLIP 608378 ALUM. XSECTION 2.876' 2 3.469' j .126' .375" .126 45' BAY MULLION 6083T8 ALUM. XSECTION NOTES•. 0' •• • • • • • 9.126' 5.600' CUT HERE TO _ CREATE F•CLIP, SEE DETAIL F, 8HEET 4 .375' 1 1 1 Mullion r Offeet Clip J IF f CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHEO BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C, DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/18'. STANDARD CLIP 808348 ALUM. TOPVIEW .126' 4� • .226'1 • I- .9�, i • • • • • •• ••• •• • • • •• 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. • ••• ••• • • • 2) SEE SHEETS 5 -17 FOR SUGGES7rE0, APPROXIMATE! HOLE LOCANIONB. • • ••• • • • • • • • • 3) SEE SHEETS 2 -4 FOAEIIERAL =PISTACLA':ONAAEVOc. • • • • • • • • • • • • •• • OFFSET CLIP 608348 ALUM. TOPVIEW 2.125' U•CLIP 8083-T6 ALUM. XSECTION U -CLIP 808378 ALUM. USED FOR ALL 1' X. MULLIONS, SHEETS 10811 TOPVIEW ABLE D CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. TABLE C -1 1.125' 2.000' 2X5 ANGLE CUP 808378 ALUM. XSECTION 5.000' .375' MIN. .375 MIN. 2X5 ANGLE CLIP 8083T8 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 547 FOR THE ANCHOR 0.0. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/18'. Dimension Value (In) For Mullion: F 3.687 1" X4" X.125" G 1.000 Aluminum Tube H 2,880 Mullion F 3.187 1" X 4" X.375" G 0.767 Aluminum Tube & H 2.430 "T' Mullion f 2.813 30° Bay Mull F 2.876 46° Bay Mull Mull Dimension (aheeti) P07 Parta Mullion Std. Clip Offeet Clip U.CIlp Angle Clip 1" X4" X.125' (10) 89364 666111M 6661122M 666241M 666518M ," X 4" X .376" (11) 68610 806112M 6681123M 66824214 886519M 1" X4" X.375" "1" (11) 88653 66611214 8681123M 686242M 686519M 30 Degree (18) 88649 Mull Dimension (aheeti) P07 Parta Mullion Std. Clip Offeet Clip U.CIlp Angle Clip 1" X4" X.125' (10) 89364 666111M 6661122M 666241M 666518M ," X 4" X .376" (11) 68610 806112M 6681123M 66824214 886519M 1" X4" X.375" "1" (11) 88653 66611214 8681123M 686242M 686519M 30 Degree (18) 88649 N/A N!A N/A 688511014 45 Degree (17) 88650 N/A N/A N/A 868511114 3 2 G a U ZO O 2 f L 1 1 0 O go 11 PRODUCT REVISED n complying with the Florida Building Coda 1F A - once No .k i? v MI Dodo LYNN * ' No. 65705 * o � so l 13 s A, LYNN MILLER, P.E. FL P.E.# 68705 ••• • • • • ••• • • • • • • • • • e • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • TABLE E Mull Dimension (sheet M) POT Part # Mullion Std. Clip U•Cllp Angle Clip 2" X4" X.25 "(13) 66802 866261M 668271M 8885112M 2" X6" X.25 "(14) 86604 868262M 868272M 8666113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 6-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) 8EE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. .250" .260" 2.000' 2' X 4' X .26" MULLION 6083.16 ALUM. X- SECTION .378' MIN. .376' MIN. 2.000' STANDARD CLIP 8063.76 ALUM. X-SECTION .128' 1.490" 3.600" 8.600' CUT HERE TO CREATE F -CLIP, SEE DETAIL F, r SHEET4 .375" MIN. 3.438' �- STANDARD CUP CENTER OF ANCHOR HOLE MUST LIE 6063 46 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1116'. 3.600" 5.500" • • •• • • • • • • ••• • • • • • • •• CUT HERE TO CREATE F -CLIP, SEE DETAIL F. r SHEET4 L_ ••• ••• • • sfA ARD CLIP • • • • It • • • TS ALUM. • • • • • 1 • • • • VIEW • • • • • • • • •• • • •• • • • • • • • • • •• • • • .375" r MIN. - 4.688" 2.126 H ■-.125" U-CUP 8063 -T8 ALUM. X- SECTION .125" 1 -.375" 3.438" U -Clip, 808348 ALUM. 2" . 4' ON : ET 1 TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 6.17 FOR THE ANCHOR 0.0. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER +1118". 5.438" U-CLIP 806346 ALUM. USED FOR 2' X 6" MULLION. SHEET 14 TOPVIEW 1 2.000" 3. 6 2X5 ANGLE CLIP 6063.18 ALUM. X- SECTION .126' 5.000" 'MIN378" . .378" MIN. 2X6 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6083.78 ALUM, WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". 6.000" r i 1 38" f--- L i - 138" / 'MIN378" . .378" MIN. 2X6 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6083.78 ALUM, WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 6.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". 6.000" 2X6 ANGLE CLIP 6063.18 ALUM. TOPVIEW 1 1 1 N ire co co 0 ;mRLIDUCr REVISED 6a complying ukh the Florida Building Code Acceptance No to Dot• MI D •e `toduci Coal \`,Vt 11f 1111t�tt', `\' SONY LYNN .375" - jY MIN. -0 etZr7----.. NAL �N A. LYtslil MILLEfZ P.E. FL P.E.# 68705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • T 1 f--- -- -- - - -- -- 138" L J _ 2X6 ANGLE CLIP 6063.18 ALUM. TOPVIEW 1 1 1 N ire co co 0 ;mRLIDUCr REVISED 6a complying ukh the Florida Building Code Acceptance No to Dot• MI D •e `toduci Coal \`,Vt 11f 1111t�tt', `\' SONY LYNN .375" - jY MIN. -0 etZr7----.. NAL �N A. LYtslil MILLEfZ P.E. FL P.E.# 68705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • EXAMPLE ; $INGLE VERTICAL MULUON NO ANCHORS IN HEAD Tr MULLION LENGTH SEE FENESTRATION PRODUCTS APPROVAL 1 1 SEE DETAILS, SHEETS 24 1 F 1 8EE SHEETS /- 24 ^J 804)40)404)818 WINDOW SILL --I I --MULL WIDTH OPENING WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH 132 -1/4 ". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.01.80.0 PSF. 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITASLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 22 +32 +1"•85'. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.01.80.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1' X 2.78' X .375' MULLION (LENGTH • 72", OPENING WIDTH • 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1 -58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8. THE 1' X 2,78' X .850' MULLION (LENGTH = 72', OPENING WIDTH • 70") HAS A DESIGN PRESSURE OF +/.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY SE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED 07636 LBS. 2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 812 ANCHORS AND THE 2X5 ANGLE GIPS WITH (4) 812 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP 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 MULUON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES MID FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DES10N PRESSURE REQUIRED WAS 480.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF we LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PSF: (80 PSF) x ( 752 7L / - 524.91.88 (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) PSF EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH L 31. VERTICAL' MULLION LENGTH A OPENING HEIGHT FOR MULUON 7 8£E ENEBTRATION PRODUCT'S APPROVAL\ —� -SEE OETAIL8, SHEETS 24 SEE DETAILS, SHEETS 24-' SEE DETAIL E, SHEET 8 SEE DETAILS, SHEETS _ Ap 24 (L__..J ••• 1 HORIL 41 36 ", HOW. • MULLLENOTH •' MULL LENGTH • OPENING WIDTH FOR `'RTICA4I4ILL •• ••• •• • ••• • • ••• • • • • • • •• ••• • • • • ••• • • • • • • • ••• • • • • • • • •f• THE BUILDING SUBSTRATE IS KNOWN TO SE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2 -3/8". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/55.0 PSF. FOR THE VERTICAL MULLION; 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE. THE MULLION LENGTH 1S 32"+724.1" =106" AND THE OPENING WIDTH 18 38"+36"1-1"•73". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 24/8' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/66.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE. USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1' X 2.78' X .376' MULLION (LENGTH • 108'. OPENING WIDTH • 80 ") MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS 415.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2' X 4' X .250' MULLION (LENGTH • 108 ". OPENING WIDTH • 801 HAS A DESIGN PRESSURE OF 484.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED tel 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 15 36'+38•+2'•74 ", NOT T3" 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 (35.1/2" +35.1/2" +2 "•73'). 2) USE TABLE 98 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE, IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (8)3118" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1/2" GIVES AN ANCHOR CAPACITY OF 1050 LEIS WHICH 18 GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 38" AND THE OPENING HEIGHT IS 32'+72' +2' •108 ". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED FROM TABLE 9A, SHEET 13. THE 2" X 4" X .250' MULLION (© 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 98 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X6 ANGLE CLIPS WITH (4) 3M8' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 L8S WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 621 LBS. • •• 14) NOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 8211.83, TABLE 88 FOR THE U-CLIP SHOWS THE ANCHOR FII1 !TY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE CH,TYPE IS A #12 STEEL SCREW, • •• • FA0)PTHL'ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: PSF FROM THE VERTICAL MULLION; +/ -170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TO CMU; 4170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DC$IGN PRESSURE IS +1.84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY 714E 0[31014 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 ACCORDANCIlWISN THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. •f • PRODUCT REVISED a: complying wilt; the Floddu G eliding Code - coo . tam No D L\\YI L.VN N •�,10EN3F't�8 i,p�: * • No. 58705 ' STA ''.S TONAL « \‘• A. LYNN MILLER, P.E. FL P,E.# 68705 ••• • • • • ••• • • • • • • • • • •• •• • • 4 • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED SH/DH � P7 SHAM 4 %OI%11 /O .�_1 VI _mot. LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/IRIANGULAR LOADING: 1 • t a' SOD LOADING OF HORIZONTAL MULLION pW LOADING OF VERTICAL MULUON LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION • • • • • • • • • • • •_• FM • • • • • LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS • ••• ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • •• • LOADING OF VERTICAL 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. *normcrREVISBD a complying with the Florida wilding Code Acoe tow No pm I �a��v I YN� ��� i :�i 7::2 * No. 58705 r. 0� �. $TAT r0 •'(4 ''/,‘7/0N- '',S/ONAL EN,''• rrrrntllt� A. LYNN MILLER, P,E, FL P.E.• 58705 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • r I P7 — SHAM ill All Ail LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION • • • • • • • • • • • •_• FM • • • • • LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS • ••• ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • •• • LOADING OF VERTICAL 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. *normcrREVISBD a complying with the Florida wilding Code Acoe tow No pm I �a��v I YN� ��� i :�i 7::2 * No. 58705 r. 0� �. $TAT r0 •'(4 ''/,‘7/0N- '',S/ONAL EN,''• rrrrntllt� A. LYNN MILLER, P,E, FL P.E.• 58705 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 199 DER. 2- gtpxgq 3.- 19 Xg9 AcoR. : t9 3P n1t 103 s Q 9.- 10, 11- 3.- 14.- 15- 16= 18_- 19- 20. 21.- 22 - 2a- 25.- Mt All tvotteS *1'3 #2 ft. 3Cs -- 6d & _(s53 FIRST FLOOR FRONT •••• • • • • •••• • • • • •. • •• • • • • • • • •• • • • • • •••••• •••• •••• • • • • • • ••.• •••• • • •• • • • • • • •• •• • •• • • • • • • • • • • • • • • •• • •••• • •••• •••••• • •. SHUTTER ETAIL INFORMATION otter Tvoe: P= Panel, A= Accordion, tAt= Wro11 -up pulation Areg= Sq. Ft. of Opening flnition of Comer Zang- 10% of feast horizontal dimension or 40% of the mean roof height, whichever is smaller. But not less than 4%of the least horizontal dimension or 3 ft. pening umber Shutter type Shutter NOA's Shutter Iegth or an Tribulation Area Ft2 Location Fastener Opening design Load Glass separation P Anchor Typeand Spacing P A w Comer Interior edge distance ( +1 ( -) Top Bottom Side Floor Build out track 1 V 12.. -)210 fit" PI I a -5 3( .7 Jts.c • �5 ;7-75 12'7 19.5 2 ✓ 11-1110 !1 ti li SI 5 (0 '' 367 3c1.1 )."75 12.7 12.5 3 t r 1 2 . 1 2 1 0 . 0 gill/ If lit r/ a.5 3(,7 113.9 ).7.5 .,Z.7 ;a . _ 4 • _ 5 = . 6 - _ 7 • --- 8 . - 9 - 10 11 . 12 • _ 13 - 14 . ' • • •• - -•- • 15 = • • • ••• ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • NMe:1114HUGHT ALL MOUNTING DETAILS ON THE PRODUCT APPROVAL AND •• • INDICATE THE NUMBER OF THE OPENING THAT APPUES NEXT TO EACH DETAIL ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAM COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NO PTANCE rida Storm Panels, Inc. 14475 N.W. 26th Avenue Opa Locka, Florida 33054 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. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 luaiddimishalimauffsmamax This product • o the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter :.Il.lr• comply with the High Velocity Hurricane PRO -- N 1.1'4'. Id �l zi_ -- Steel Storm Panel -LMI ", sheets 1 4 of 4, prepared by MCY Engineering, Inc., dated April 02, 2012, signed and sealed by Yiping Wang, P.E., on April 06, 2012, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance nutn unty Product ILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a I ; I 1 ent lal el I 1 < : I s name or logo, city, state, the ami -Dade County Product Control Approved ", and NOA number, per TAS -201, TAS- 202, and TAS -203, 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 changain the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement orally.' product, for sales, advertising or any other purposes shall automatically terminate this NdA.. allure to aalmply 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,WoWa, and followed by. the expiration date may be displayed in advertising literature. Many portion of the NOA• u aid played,• beta it shall, ... • be done in its entirety. •• • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactwselarits distribute=s and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 12- 0410.01 and consists of this page 1, evidence submitted pages E 1 and E 2 as well as • approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 012 . /Ze /3 • • • •• • •••• NOA No. 12-1210.01 Expiration Date: 01/23/2018 Approval Date: 01/24/2013 Page 1 • • • • • • Florida Storm Panels. Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1120.02 A. DRAWINGS 1. Drawing No. 024684111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L Bennardo, P.& B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02 -041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02 -007A, dated May 06, 2002, signed and sealed by Yamil G. Kiwi, P.E 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 22 ga Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002, prepared by Frank L Bennardo, P.E., signed and sealed by Frank L. Bennardo, P. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L Bennardo, P.E, signed and sealed by Frank L Bennardo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07- 0817.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS • • •••• 1. None. • .' • "" • •• • ••.• • • • . • • D. QUALITY ASSURANCE • • 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -1 • • .••• •••• • • •••• • •••• • • • • • •. • • • • • •ill •• •• H • H YAsMaar•P.E:M ' • • Product ComrQJWn# Supervj89i . • • NOA No. 12 -1WCQ1 Expiration Date: 01/23/2018 Approval Date: 01/24/2013 Florida Storm Panels. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0410.01 A. DRAWINGS 1. Drawing No. AD12 -32, titled " 22 ga Galvanized Steel Storm Panel -LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering Inc., dated April 02, 2012, signed and sealed by Yiping Wang P.E., on April 06, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Permitting Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. • • • .. • ..4.. • • .... • • • .. • • .... .... • • .... •••• • • .... .. • • • .. • E -2 Q. lVigjcar, P.d1, M.S. Product ContrgPUI3it Supert • • NOA No. 12 4%111.01 Expiration Data 01/23/2018 Approval Date: 01/24/2013 • • • • • • • • . • • • 000 • • • ... . . .. • • • .. .. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ... • • • • • • • • • • • • • • . ••• • • ••• • UAW PARK COATRAGE 14 WPANEL LORNE ,;�J GENERA. NOTES: AILOVOIEUI OMEN OP THE ANMbRBOAC= TTIWE, i1186RB1O8BpN71® POOTTPRIAND NEGATIVE DEMONPREBBURISTO OI USEDW1RINEBR MALL BB OMOOMq M OTFERSON A.D BASE N ACCORDANCENOTHEW COVERINJB000BA WEAEOE740BREED TO oroanATE PREMED FORUM NTH TREPTpMMT.MB MRCP A WRECTIONALITYPACRORKOKUBOWELOWED. 4flERWUTTERWORM MIMEO NEREIEEEOERLRMAMMER NOT PROYMEINFORMKTIONFORA8PEWRO ERB.B'MTE001 MOM FRONITHE CO MMONS DETAI ED RORKALIOEPORiD BNAB.NtOR1NMOLMiEpARCNITECPMAML PREPARES= MR.R6 DOCUMENTBTO W WED CONJUKOTIONNITEMISDOCUBIENT. 0. PERIETROWER MWLVERWYTNHADEOUNCYCPTRBMOMDq M@IMINWTO N1TgGNMADDITIO TN.OWC ED IOM0. ,C1NOqRWIN MELO O LLBR2WAOTEM. muleassernBaES88PO.ON' OALY NmmA O MG MEAL ES NN>TeAUSWILNI/UM. T. PANEEDMNLL M PERIMNENTLY LABMEMNRIAINN0.NOPONE NM.NNEERPMELABBOUM& WAVIDADSCOUNWPROD.COMROLAPPROVED OTOREPAIE.O WOW BEEN WERONEDANOTERTED 'TO THE WIEANI EPANBANOLOADOMfONiONTREE RUNNER REVERE= ANA.DT,DLTTBNram TTONIORB.wMPm.R.TEED • C. TOP OBUTT= DETADEBTNNIIOAYBE ANPEEM CONOTTIONSOICENTE. NACRE NAV BERMNTEDR RRIZOITTALLYNKERE APPUOMIE,ERCEPT FOR MOUNT= COMMONS INCUSE PW OR V TOM. ROOS a NoM=B ORIEL MOW QOMED,GgRDINIZEDOR SIXDREBSOTEEL NTRAINNIIMTENSI EB7MB0TNOPOOWL IN- BOO.aMN ELAN ORURO/ENE BOMB 11WEEREDWINOWIT SEA. OWEN& NNTRATE BOW TOAIIDL 3 E 11 OVERLAP NVL BEYOND VTN00ppEUW W GREATER MAN OR EQML TO 1.0 'TWO EULDOUTNTgexiD ,,., . P808EDam 0 MAX CONCRETE HOLLOW ELOWORWOOD FRAMS Ow RT 4 L=IIDLOSURE DETAIL Na IRONETWE ABRENO OPTIONAL 1144 • =CH DOLIONITN NOIMBMAININDOROPABTBED �APPR BRYRANEO EDIRNE CONCRETE MD.IORWOOD FROM BasD' NAR a l cxoR as MEM TTOOD • t`k1/i - TROP RUNT CLOSURE DETAIL 1L 8 • • ••• .. • • • • • . • • • • • • • • ... • 41 . .. • • • .. • • • ••• • • • • • • • • • • • • ••• NOMA IMMO ATAIWpia Wan LIAM 10- ms 10 IMP 94r g4r ,ao .r • g•4• 0. r or VW" CO-? C4. 1-1? g? CaP er ? r4r 14 T.g Ail Z341 MPET7,,MI 141i=i= FUEM MIAIN NET t���lds�iF`i ni[ ]fiF3c7JD ®mm EllINE$5011 EfiSi tx'� INMAN 111G4/11 CM =On M 1 int3y71 ��� t f. . � tii •Igni O meal. ()WALL MOUNT BECTION KYA • =131I. �. OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS • • •.• • • • .•• .• •• • • • • •. •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • • y •• • • • • • • .• • •••• •• • • • • •n • •• • • • • • . • • ••• ••e fe88■*'•AdT •• • • • • • • • • • • • •• • • •• • • • • • • • • • ,••• •• T P'TRP.fOR PDT 8E071810TOIBPp MOM RAMIRO% TO088PNIPL81.03180 8008411PTIR000A 80111111VMOROPOTENTO STRIATUM! PR 8 W.$M, NgOTOIEFT) '8'NBA881 TOPPER /1SU. TRACK ISOMETRIC e0170/08008.11ra ROM OMR= FROWNS= WOW 11.8 400811E •?a •amu OT/ H-0p MOTO •'AD12 -30 8 OP 4 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • •• •• • • • • • • • • • 1) ANCHOR SPACING SCHEDULE ANCHOR SPACWO SCHEDULE 12.2 102.1820' 186' 186'*tMP 198'10411.'19." taP8.ror 18.6.18.2 186482 12.21401o8' 62106'1ar tar ar 8.r MP /8.r 11P 1P8` 190182 8.211.T tarl02 8.0. 108' 198'18o 8.P 10.2 /LP 18.2 12.6" tar 102118' 19896,0. 7A' 8B tartar 7.r 8.a' 131.2*0' 7.r 92 12.6" 1a2 8.2196° tar ar1ar tar a ? 9r MS' 6S 82 ti. 1:2`1 • -1.: 18.0 19.P 1LP 864100 18.6'18.2 2.210.8' tar ter 62106' tar /8.r 160 78. 669 %27.1' 62 126°18.0' 7.1' 02 L" 1,7: 2.6°19261111111TANOE 6120 TAPOON 4 493.09 OM MUM 00140) rte) PP 814/8. SWUM LEAD 2168E.DA610110R Tag* V01pme4498.00 U4PAtd1'6603621 GOO POMMATE MIN MPS COM ULM 4872.00 V688616 4 68918 878.26 LP TO 8.878 � / TYPE 0 b" HR 0.r 14.8. tar a.' 8S 2.2 122 8.2 06' 48' 1.2 t0 Sae tear 180 182 tat ter 166' tat tar tar 186' M2 • • • • • • • • • • •• • • s • • • •_ • • • • • • ®ANCHOR SPpCINO SCHEDULE • • • • 016101MUNNPANEA. 1RAP 11010 T) ••• • • • • ••• •_ • •• • • • • • •• • ••• 112142 78' 71' 6.2218.2 4.0" 8.P 022 92 ar 8.r 912 8.1. 84' 4T 626° LP 1LR L" 102 ar02 0.T 8R a2 BT 0.2 9P 8.r 8.6' 82 2621a0' 2.T 8.2 1628.2 8.P OUP MA". 8P 8.0 162 SP 0R i0.2 SP4 8.2 8.r 8R 4T 8.r SR 6T Rr 84'41' x1.116'68880 TAPOON 49 69 417400 ra 1a6' 8.a' tar ar 8.r tr 72 40 6.19 4r A1�1CHORNOT 1. SPANS AND LOWS MOM APE FON OMMENINING AMOREPA81UiONLY.ALL EMUM PANEL GPM FORBP' 10 L+ON98 MUST BE L2 1T8270TN0880300E19 /MAXALLOWABLESPAN OOHED= (TAOIB'r1} 2. ENTER M i LE NAM OI THE OUST= STRUCTURE WIERIALBAPABN lRWS. BELEM COMM LOAD GREATER MAN OR MALT* 300*1IVE OESI Ni LOAD ON MUTTER ANOBEIEC1'EVAN GOWER TKO/ OR MOLL TO SWIM GPM a t6ti90T avetaattott TVPESASEDONAPPROPRIATE MONTONi t>t•IO ON MEE MOUNTING DUMB ON SHEETS 2 80 FOR OEN/W ME N OP CONNECTION TYPO, 4.ANOI60RB MU BEOISTAILEO INAOOORDANQB MTN MANUFACITUREMMECOMMENOMOM 9 MOM MOM STIEA'REOFMMOf6 IMMOaI.MEMO COMMONS MAMMY. PLBOV6IFYGMT PASTENEIUIAREOGVAOBIUMLMOODFRAM1M3MMMERL NOT PLYWOOD. FAOMM10 aggignisswED ACCEPTABLE aayloN 682 moan PIECES a4omg9gDg6aBhM6Molds MO* Code Accepts= No •0) Data 2. VMEIGIUM SOR PRSTENTn NAR R" 1" 1O F 8TUD"Mg681. PASASIENERSHALL� LtIDA7EDE61 OP 4`4L%P,N( 6844,'' arm nonocrauvanD T6t TY tit68W PimIIPBPAN6BMOa111•fIE�MR ;Et, �'.•.%CB1;�4. • 7.•18O,EANONt>P8.N0DOHARB RIRFg1LM838fL101W78 )8TAL1ATgI18, 8.Mi OiI E{NLLHNVE ME A1�1A1 '@IQgO8AE6iTOFTItltBRU8O1flA88A1 AND61771 E Eln@RAP69 HBAC TR168IRAD.�iMRF6t11610(8•h NBd.T� 8. MD81NLMr*1m16D•E WBTANOBSRRi0O0ROT161tVitLLt1•6 �f 19 ' IN3�IATT '$A6RWBg1A�NDTROFrA®BPWIIAI@. % ' .i1 18 *• Fta i'&g '�t2 FLORIDA BUILDING CODE 2010 - ASCEISEI 7-10 - WIND LOAD TABLES -170, 175 mph - Enclosed Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D WIND PRESSURES IN PSF - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope than greater 10 degrees Positive Positive Negative . Positive Negative z4 & z5 z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21 -30 40.0 43.4 53.4 43.7 47.4 58.6 31-40 42.5 46.1 56.7 46.5 50.4 62.2 41 -50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2. 61.8. 50.6 54.9 67.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES GENERAL NOTES: • . • 1- THESE TABLES ARE APPUCABLE ONLY TO CALCULATE THE WINDLOAD FOR pOORS) APPLICABLE TO- A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING •CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORmES. • 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED. BY TAM ENGINEER. THE SIGNATURE AND SEAL INDICATED ON 11-03 DRAWING 13 ONLY APPUCABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7 -10 PUBUCATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BYTHE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY • OFFICIALS. • 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and.other twin with numerous closely spaced cbstrucdon having.the size of single family dwellings. For building c= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For buliding 30ft exposure B prevails in the upwind direction for a distance greater • • • • 31113 2606 ft of 20 times the building height wiehever is greater. Based on the FBC- HVHZ, use Exposure C when building is located In Exposure B • • • • • • C- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with hektteiteogrettp r, ' ntr Etd Calends. Exposure C will apply when exposure 0 • • .• • • • • • WIND PRESSURES IN PSF - EXPOSURE C • Building Height Roof Slope less than 10 degrees Roof. Slope greater than 10 degrees Positive Negative Positive Negative ' z4 & z5 z4 z5 z4 & z5 z4 25 0-15 ' 36.7 ' 48.9 40.1 43.4 53.6 "•- : 42.2 " 42.6 " 46.2 57.0 21 -30 42.4 46.0 56.6 46.3 50.2 62.1 31-40' 45.1 48.8 60.1 49.2 53.4 65.9 41 -50 47.2 .51.2 63.0 51.6 56.0 69.1 51-60 49.1 53.2 ' 65.4 53.6 58.2 71.8 LOCATION EXAMPLE M LAM I -DADE .COUNTY • . SN WIND PRESSURES IN PSF LOCI TY - EXPOSURE D Building Height Roof Slope less than 10 degrees • Roof Slope greater than 10 degrees Positive Negative Positive Negative ' z4 & z5 • z4 z5 z4 & z5 z4 • . z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21 -30 47.4 • 51.3. 63.1 51.7 • 56.1 69.3 31-40 ' 49.8 54.0 66.4 54.4 59.0 72.8 41 -50 51.8 56.1 69.0 56.6 61.3 75.7. 51-60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES l�it_3 .Li ].I •i• • • •. B � • 6- apply prevails ill tbe414 ipd 4 • greater than 5000 ft or 20 times the building • • 0 (Section 26.7.3) -Flat, urrobstruGed areas and water surfaces •• ••• •i- EXPOSURE ( •• ••s •• • •• •• height, wtilchever is greater 7- BUILDING CONSIDERED ENCLOSED - All glazing shall be impact resistant glazing or protected with an Impact 'resistant covering. • • • • 000 8- I jLTIMATE WIND SPEED - V =170 MPH, 175 MPH • • • es. • • c • • • • 9- 10POGRAPHIC FACTOR Kzt=1 - (FLAT TERRAIN) • • • • • • • i Vt:IRECTIONAUTY FACTOR Kd = .85 (Wind Directionality Factor) • • • • • • • • • • • • • • • • • • • • • t less �� • lister or 4°!a of the least horizontal dimension or • • • • • • • • 1I - TRIBUTARY AREA: • I O SOF • 12- EDGE STRIP (a): The smaller or 10% offtie least horizontal dimension or 40% of ti Me& root alga Iut nc 1.• • • • • • • ••• • • • • • • )•• • 3 ft. • • • • • • • • • • •• •• • • ••• • • • • ••• ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • • • • • ••• • • • • • • • • • . • • • •• •• • ••• • • WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees • Roof Slope greater than 10 degrees Positive • Negative Positive Negative z4 & z5 z4 25 z4 & z5 z4 . z5 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 46.8 50.7 62.4 511 55.4 68.5 21 -30 50.2 54.4 66.9 54:8 59.4 73.4 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50. 54.9 59.4 73.1 60.0 65.0 80.2 51-60 • 56.6 61.3 7515 619 67.1 82.9 LOCATION EXAMPLE MIAMI -DADE COUNTY' . a <= BWx0.1 ora < =hx0.4 I5w less or equal than BL # must not be less than a = 3 feet or a= 0.04 X 8W 5 EN6CO;Inc. Engineering Services - CA 8116 5595 Orange Drtve 201 DAVIE - FLORI +'A 33314 Tel: (954) E-mail: PEDRO DE FIGUEIREDO P852609 NOT VALID W /OUT SEAL 3/6/2012 4 # t FIRST FLOOR • • •S•• •• *••• • ■ .. ■ •• • •••. • • • .• • • • • •.•.•• • • .. • • • •••• •••• •. •• • ••••• • • ••• ■ •. • • • • • • • • •. • •••• • ••• • • • • WORST CASE DESIGN PRESSURE CHART RETROFIT GARAGE DOOR 170 MPH EXPOSURE 'C BROWARD CO., FLORIDA 2010 FLORIDA BUILDING CODE (ASCE7.10) THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON THE FOLLOWING ASSUMPTIONS: 1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE (ZONE 5) ACCORDING TO ASCE7 CALCULATION METHODS. 2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE. 3) ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO OTHER LOAD FACTORS OR REDUCTIONS ARE ALLOWED. NOTE 1: SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION. THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN PRESSURE. WORST CASE DESIGN PRESSURES (PSF) UP TO 15`x' OPENING SIZE 8'x7 MEAN ROOF HEIGHT 16' 17' 18' 19' 20' +34.2, -42.9 +34.6, -43.4 +35.0, -43.9 +35.4, -44.4 +35.8, -44.9 8'x8' +33.4, -41.7 +33.8, -42.2 +34.2, -42.7 +34.6, -43.2 +35.0, -43.7 +35.4, -44.2 9'x7' +33.5, -41.8 +33.9, -42.3 +34.3, -42.8 +34.7, -43.3 +35.1, -43.8 +35.4, -44.3 9'x8' /16'x +33.5, -41.6 +33.9, -42.1 +34.3, -42.6 +34.7, -43.1 +35.1, -43.6 +32.1, -39.0 +32.4, -39.4 +32.8, -39.9 +33.2, -40.4 +33.6, -40.8 +33.9, -41.3 +32.1, -38.8 +32.5, -39.2 18'x7' +31.8, -38.4 +32.1, -38.8 +32.5, -39.3 +32.8, -39.7 +32.9, -39.8 +33.2, -40.1 +33.6, -40.6 +33.3, -40.2 +33.6, -40.7 18'x8' +31.4, -37.7 +31.8, -38.2 +32.2, -38.6 +32.5, -39.1 +32.9, -39.5 +33.3, -40.0 WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT 21' 22' 23' 24' 25' OPENING SIZE 8'x7' +36.1, -45.3 +36.4, -45.7 +36.7, -46.1 +37.0, -46.5 +37.3, -46.9 8'x8' +35.7, -44.6 +36.0, -45.0 +36.4, -45.4 +36.7, -45.8 +37.0, -46.2 9'x7' +35.8, -44.7 +36.1, -45.1 +36.4, -45.5 +36.7, -45.9 +37.0, -46.3 9'x8' +35.4, -44.0 +35.7, -44.4 +36.0, -44.7 +36.3, -45.1 +36.7, -45.5 16'x7' +34.2, -41.6 +34.5, -42.0 +34.8, -42.4 +35.2, -42.7 +35.5, -43.1 16'x8' +33.9, -40.9 +34.2, -41.3 +34.5, -41.7 +34.8, -42.0 +35.1, -42.4 18'x7' +33.9, -41.0 +34.2, -41.4 +34.5, -41.7 +34.8, -42.1 +35.1, -42.5 18'x8' +33.6, -40.3 +33.9, -40.7 +34.2, -41.0 +34.5, -41.4 +34.8, -41.7 THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWING BRANDS: CLOPAY, IDEAL, AND HOLMES Mark Westerfield, P.E. 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770-4800 FLORIDA P.E. No. 48495 • • • • • •• • • toofillitis *••• so EST tai •...' `.�W ER�i� * : No 48495 • 22"... . • vk =-fl :0:•51",* • ••. • • • •••• •••• • •• • • •••• • • .•.• .• • • • • • •• • • • • •. • • • MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gav /eaanomv 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 1Vliami -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 . :,"� : C ode, g'the High Velocity Hurricane Zone. DESCRIPTION: 2" Steel Pan W6 Sectional Garage Door up to 16'-2" Wide w/ Optional pact Resistant Liter (DP +38, 42 PSF) tr : Drawing No. 104753, titled "W6 DP 38 2" Steel Pan Doors", sheets 1 through 3 of 3, dated 11/20/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilto P.E._ _ ,. .. ,.• w„ . val stamp with the Notice of I ��:'; All 11 ! 1I IA • �t; A number and approval date by the Miami Dade County Product 1 , ,1 Section. I IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or 1 .,t, model number, the positive e:�;�, e gn pressure m' cafe Impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami - Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 t • materials, use, and/or manufacture of product or process. Misuse of this NOA as an endolsentefitof any prorinct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to contjny vriith anyielph of this NOA shall be cause for termination and removal of NOA. • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Ffonda, and folio it by the • expiration date may be displayed in advertising literature. If any portion of the NOA is dispity.4 then it *ate done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturezosdistnbuitrS ggdshall be available for inspection at the job site at the request of the Building Official. • This NOA consists of this page 1 and evidence page E-1, as well as approval documept:rie4tioned,abo�e. The submitted documentation was reviewed by Carlos M. Utrera, P.E. • • • • • • • • • NOA Nti 124204.11 Expiration Date: February 14, 2018 Approval Date: February 14, 2013 Page 1 • • • • • • • • Clouav Building Products Comnanv NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104753, titled "W6 DP 38 2" Steel Pan Doors ", sheets 1 through 3 of 3, dated 11/20/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94. 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Tensile Test per ASTM E8 along with marked-up drawings and installation diagram of 18'2"x 8', 27ga steel garage door Model 4300W8 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 1015.01 -12, dated 11/13/2012, signed and sealed by David W. Johnson, P.E. 2. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160 - 04-63365, dated 01/26/2005, signed by John D. Lee, P.E. . CALCULATIONS 1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 11/19/2012, signed and sealed by Scott Hamilton, P.E, D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02 issued to SABIC Innovative Plastics for their Loran Sheet Products, approved on 04/24/2008, expiring on 07/17/2013. TATEMENTS ! • • 1. Statement letters of code conformance to 2010 FBC and no finaMial• Interes •••• • by Clopay Building Products Company, dated 11/21/2012, sign: u sealed by Scott . • Hamilton, P.E. • • • • • • • E -1 •••• • /� • os M.'Utrera, P.E. • llroductControl /miner . • NOA Ne01211204.11 Expiration Date: February 14, 2018 Approval Date: February 14, 2013 •• . • • •• • • • D c B 4 MODELS 24 GA SHORT CLOPAY 84 , 48, 489 HELICES 24 GA FLUSH 98 IDEAL 4RST 4F - -A ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG -L -ROC (TOP & BTM) AND URETHANE ADHESIVE (ALONG CENTER). J1 D 1 OF 3 2 REV. N0. ZONE: DATE: • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • •• •• • • • • • • • • • • .• • • 1•• • • R • • • • r • • ••• • • • • ••• • tESCSDPTIo; ECN NO. I APP9D: • 00 — 11/19/12 SH • F REVISED FOR M -1. ••• ••• OPTIONAL ROW OF IMPACT- RESISTANT CRAZING. MAX. GLAZING SIZE IS 18-1/r K 11 ". GLAZING IS INJECTION ROLM. GE LEXAN SLX2432T, AN .APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC /FBC 2806. SEE SECTION 6-8 FOR ASSEMBLY DETAC.S. (GLAZING SHOWN IN INTERMEDIATE SECTION.) DOOR HEIGHT __ 9 OF SE _TRINE 7'3• 0 :'9• 9.0• TO 10•6• 6 10•9• TO 12•3• 7 12'6• TO 14'0• 8 14'3• TO 18'9• 9 1610• 10 NAX SECTION HEIGHT. 21• %%%%% I No 63288 *' * 90 STATE OF • M/ ,iSIONA;�.U�. VIEW '8" (SEE SHEET TWO). VIEW "C" (SEE SHEET TWO). 16 CA. END STIES ATTACHED TO DOOR SKIN WITH PATENTED Tai -L -ROC SYSTEM (TOP. BOTTOM & CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED Tai -1-10: SYSTEM. TWO POINT LOCKING INTO TRSOX. A OPTIONAL OUTSIDE KEYED LOCK -• •, (2) LHR TOP BRACKETS USED AS INNER BOTTOM BRACKET. MAX. DOOR WIDTH T 16' 2" (1) 3 -161 ROLLER CARRIER (P /N INSIDE ELEVATIONS 0120394) USED WITH 3" TRACK. OCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. 1' SECTION B —B (IMPACT— RESISTANT GLAZING OPTION) DETAL V OPTIONAL. DECORATIVE SNAP —IN INSOiT. 5108 MULTIPURPOSE WON BOND TAPE (BETWEEN FRAME AND FACADE). DECORATIVE FRONT FACADE. IMPACT RESISTANT ONE —POKE INJECTION MOLDED OE MOM 9.82432T 160667 FRAME & OIAEINB. DESIGN ENGINEERr t+.— SCOTT HAMILTON, RE. ijy ,tt.. FLORIDA UCENSE No. 63286 SHOE SEALANT (BETWEEN STEEL SON AND FRAME). POLYSTYRENE RETAINER FASTENED TO FRAME WITH (10) 18 • 3/4" PAN HEAD WHINE SCREWS. 4 JMPACT — RESISTANT CONSTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT - RESISTANT CRAZING ARE IMPACT—RESISTANT. OA{ECTgtN- M$LDEDi .YCAt TE FRONT FRAME AND GLAZING IS G LEXNV�321• AN•AP1100' D era 'PLASTIC IN A RDANCE WITH • IBC/FBC 2606. THE � DOOR I 6IN0 RE ENTS OR INIEMATIONAL BUILDING CODE AND 15 LARGE- I IBRE•IMPACII RIESSIN T.• • • G1A21N0 SHOWN IN TOP SECTION. iicAl I I 1#011inii 0 0 0 0 0 � t�r�rut�rtetert��r� n � .... �rr Ih . ii ■1 I•mmsw 1 ICI =1 Iii I I %M MINI dmin r ee�t eepeoeeee>_i �r_n� ZZ •� I MIMMNIMMIrMINEN■111rEN■r,��rr -rte mot♦ .====-11:======i1 SLIDE BOLT LOCK( ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPIIQN. OUTSIDE KEYED HANDLE. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. END STILE. INSIDE HANDLE OUTSIDE KEYED LOCO W1TH SNAP LATCH LOCK OPTION. LOADS: +38.0 Stated DUbndme .0 = 8.031 .00 = 3.015 = 8.005 Degrees *1� Mae Stated Otherwise ONENSIONO ARE a INCHES. P.S.F. & -42.0 P.S.F. IME ti„ 41 1 OUTSIDE HANDLE. OUTSIDE KEYED LOCK WITH LDCK BAR LOCKING. PART NO.: N/A VINI%0AD RATING W6 DP38 DESCRIPTION: 2" STEEL PAN DO1R5 (SEE TABLE FOR YODELS) DRAWN BY: SH DATE: 11/19/12 SCALE: NTS CHECKED BY: SH DATE: 11/20/12 SHEET 1 OF 3 S1DWG. B ZE DWG. NO.: 104753 2 VER: MD D c 4- B A 4 NODELS 24 GA SHORT 24 GA FLUSH CLAY HOLI4ES 84 98 48, 488 IDEAL 4RST 4F • • •• •• • • • • • • • • • 2 SHEET, 2 OF 3 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1.411.7140 1.0AD FROM THE ODOR N TO THE TRACK AND THEN FROM THE TRACK TO THE 2x8 VERTICAL SYP (GRADE 12 00 BETTER JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) 41003. 2. � VERTICAL 8. JAMB SEES A MAXIMUM DESIGN LORD OF +304 LB & -338 L.B. PER UNEAR 3. ALL JAY8 FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PRA A MOUNTING SURFACE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS BM USED N THE CALCULATION OF *11.05108.7 LOADS FOR ANA AND FASTENERS FOR STEEL. CONCRETE AND MASONRY. W001) FRAME BUILDIN S STUD WALLS OF 0008 OPENING SHALL 80 FRAYED SOLID 8Y NOT LESS THAN (3) 2e8 PRESSURE TREATED SW (18470 #2 OR BETTER) W000 STUDS OF A STRESS GRADE NOT LESS THAN 1200 P9 NOYNA. EXTREME FIBER STRESS IN BENDING (Pb) FOR DOORS UP TO 8'O" HXN 00 (4) 2,1 PREP TREATED SW (GRADE B2 00 WETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOYDIk EXTREME FRIER STRESS N BENDING (Fb) FOR DOORS UP TO 18'0" HIGH. STUD WALLS TO 80 CONT801WS FROM FOOTING TO TIE BEAMS. I 2x SYP (WADE 2 OR BETTER WOOD JAYS SHALL 8E ANCHORED TO GROUT REINFORCED BLOCK 1081 OR CONCRETE COLUMN. BLOCK WA1J. CELLS SHALL BE FILLED 2901 ATE AND REINFORCED WITH R HI BARS EMENDING INTO THE F00180 AND INTO TIE BEAMS ALL MS SHALL BE CONTINUOUS FROM THE TIE BEAMS 70 FOOTING PER BLOCK WAU. OR CONCRETE COLUMN. BLOCK WADS AND CONCRETE COLUMNS TO BE DESIGNED 87 THE BUILDING ENGINEER OR ARCHITECT OF RECORD NO N ACCORDANCE WITH 711E FLORIDA BUILDING CODE. 2116 LAMB TO SL!PPORT1NG STRUL?I!RE ATTACHMENT NOT TO BE USED FED ATTACHMENT OF TRICK ANOLE TO 2x8 vE • BUILD= TYPE FASTENER TYPE MAXIMUM ON CENTER DISTANCE BETWEEN • STEEL WA• F �.7,le.'i'°N- • . -304• 1 : rm EIIIFi V ".',711 41 ! YLiM Er.97 1111I MEM= •., F• ff.. !• 1111'1 .i lINIC`iLIEMM1LICET «; a1-Miltlt.0 4f T? LIM, F. A1, 17_cll• MILKt a•uL4 k. )!i A • 1>1CIL "'.'•111 l A.1 ..2. •. . . l','1,1 r. .0 IE L.. ,121 :.: Ai4- 111. /:.... r/W . +.14/:1116 -7.1:' 1,1 1 :a.1t :Il 11.11:. ...IL ∎. IEi-BrrrTii=1.11E • FAST ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON- CENTER DISTANCE. 11I124EST ANCHOR •STALED AT LEAST AS FiK02 AS THE 0008 coma =PAY DOES NOT SUPPLY JAMB ATTACH 4T FASTENERS. 8901118 OSDWCE BETWEEN CENTER OF ANCHOR NOT EDGE OF CONCRETE BLOCK' 2 -1/2-. EXCLUDING STUCCO THICKNESS. p►n 1,444 G0: T <1O '4.• 5�.��%%%%%%%% ENs ."�2Ire • No 83286 • • %la • STATE OF /iu 0%%%OR1% . i ............... N A ` O� DESIGN ENGINEER• SCOTT HAMILTON. P.E. p y, rt. FLOOOA LICENSE No. 83288 4 #145 /8" SHEET METAL SCREWS 14 0 ENO 210005 YIEW "B" 1/4"x3/4" SELF 'WPM SCREWS. REV. NO. 00 ZONE: DATE: ECN N0. • AMINO: 11/19/12 ••• • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• •• • • 1. • • • •• • • • • • • • S • S. . • Sc • • • RE4�D FOR M-ID• • • • • • • • • • • 24 GA. (0.022° MIN. THICK. 33.4 KSI MIN. Y1ELO) DOS STEEL EXTERIOR SKIN WITH 0 -40 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO 80714 SIDES OF STEEL SKIN. 4 -1/4" L VIEW "D" 4" TAU. TAPER STRUT. 0.057" MIN. GALV. STEEL. 50 KSI. MIN. 2" THICK • • • • •• ••• •• • • • • • • • •• s•... • • • • • E it Vim• STEEE TOP ROLLER • (2-1/2" x 5- 3/8"). EACH ..� BRACKET ATTACHED V1/(4) #14x5/8" SHEET METAL SCOWS. ADJUSTal SLIDE ATTACHED TO TOP BRACKET WITH (2) 1 /4"x1 /2" BOLTS AND NUTS PER BRACKET. SHIP LAP JOINTS 1A-CA....(NISLINIZEMED/AILIIINfig 14 GA. MIN. GALV. ROLLER HINGE. EACH HINGE FASTENED TO ENO STILES W /(4) #144/8" SHEET METAL AND (2) 1/4 "x3/4" SELF TAPPING SCREWS. SEE VIEW "8° ONE 4" T -STRUT PER SECTION. (SEE VIEW b") EACH T -STRUT ATTACHED AT EACH HINGE LOCATION ram (2) 1 /4"x3 /4" SELF TAPPING SCREWS. 12 GA MIN. GAIN. STEEL BOTTOM BRACKET ATTACHED WITH (2) 114x5 /8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) P Men S4MF0 Othenta CES •. 5.031 .000 a 5.003 .0000 a 5.001 Degrees o 51/r MME Otheirlse N F 144*. St} PART NO.: N/A A VINOLOAD RATING W6 DP38 2" STEEL PAN DOORS (SEE TABLE FOR ) DRAWN BY: SH DATE: 11/19/12 SCALE: NTS CHECKED BY: 914 DATE: 11/20/1 SHEET 2 OF 3 DID. D slZE 1JJ 3 2 DWG. NO.: 104753 VER: MD 4 MODELS 24 GA SHORT CLOPAY 84 HOMES 48, 488 IDEAL 4RST 2' TRACK CONFIGURATION WOKS UP TO 800 LEIS, 24 GA FLUSH 98 4F :�a' • TRACK CONFIGURATION ABOVE THE OPENING DOES NOT AFFECT THE 9840 LOAD RATMIO OF THIS DOOR. ODOR COUNTERS/ ANCE SYSTEM 13 OA GALA STEEL FUG BRACKET ATTACHED TO JAMB WITH (3) 5/18' x 1 -5(Li TAG SCREWS NO TO TRACK WBH (2) 1/4 RIVETS. AS R00: SPACING ATE 14" 0.0. 2" CAW. STEEL TRACK TRACK TFQd0i055: 0.083•. TV. 2 -1/2" x 12 OA GALV. STEEL TRACK BRACKET3. AlTACCD TO JAMB NMI (1) 5/16' x 1 -5/8' LAO SCREW PER TRACK BRACKET. HORIZONTAL TRACK SUPPORT BY DOOR r INSTALLER (TO SUR). EleThl <TC [IZ IlT>r 111r1i ELiG']iifiTlii 1 IFICUM mend Will IrcM 'tiF Cyi EL EUM R ^M IT-)M1 ITTI, mend si7:11 SHEET' 3OF3 REV. N0. ZONE: DATE: ECN NO. 11 /19/12 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • • 1• • • • • •• • • • • • • APRYD: • • • • e • •DESCRIPTI�I SA • RNA FOR • • • • • • • •• ••• • JAMB CONFRa1RADDS 1104811214-11011.1111, 1' DOOR OVERLAP (UCH SIDE) 2.8 SYP WOOD JANA SEE "JAMB PREPARATION NOTE'. r •• • • • • ••• • •• ••• • • •• • • • • •• • • • • • ••• 5771 MOULDING BY DOOR INSTALLER (TO SUIT). CA. GALA STEEL MD STILE. 18 GA. GAIN 8TEE1. ROUBLE END STILE. 20 GA MN. OALV. STEE1. INTERN. 51ILE. 18 GA. 08.V. STEEL. INTER. 14IAM0 FASTENED TO CENTER W/(4) iSCN 4.03/9' 2 -1/2" x 12 GA OALV. STEEL TRACK BRACKETS FASTENED TO WOOD .IAMBS WITH 5 /8" x 1 -5/8" LA0 SCREWS NOT EXCEE' al 608706. MK OF (0) LAO SCREWS 90Ot3REO PER JAMB. 2" MY. STEEL TRACK FASTENED TO 12 0A GAIN STEEL TRALYT I3RACKETS WRIT EITHER (2) 1/4' DIA. RIVETS OR (1) 1/4' x 3/8' BOLT & NUT PER TRAM BRACKET. 7/18" L0. ROUND PM NUT FASTENER. 14 0A GAIN. STEEL ROLLER HINGES FASTENED TO END STYES W /(4) EACH /14.5/8' SHEET MEIN. SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END 8(800, 2' DIA 7 -1/2" LONG STEM. 10 BALI STEEL ROLLER WITH STEEL. OR NYLON T9ff. •• • • • • • SECTION C-C ?REPARATION OF JAMBS BY OTHERS. 3' TRACK CDNFICURATK)N DOORS 800 LBS AND OVER. DOOR OPENIG�AF THEE WIND LOAD RATUO OF THIS DOOR. CENTER HANG RED FOR DOORS OVER IT HIGH. ,,4 tttttttt gg ,ptttt HAM /4/!O i No 63288 I. 1..1)01; STATE OF �$ FS%OR1 ttttttttttttttt DESIGN ENGINEER' SCOTT HAMILTON. P.E. FLORIDA LICENSE No. 83288 4 1 3' ON.V. TAPERED STEEL TRICK AND ANGLE. TRACK THICKNESS: 0.101". MOLE THICKNESS: 0.080•. MSt. 940.E 09108SD25 3-1/4' YERTI,N/HOR Z•VTN. TRN3I 14' maximum 9'ACU0 JUNCTION. TWO 1/4' BOLTS — FROM LAST MOUNTING • NUTS FOR EACH TRACK SAT 70 TRACK AMNON AWIRORN. M01841(80 SLOTS SPACED AT 12 CENTERS. 1 .Q• 1-12. ON CENTER 1 ` 1 1 10" 3-1/2' sr TRACK BIXT AND MOUNTING SLOT LOCATION. NUT AT EACH 00S 800 LRS ANDOVER. HORIZONTAL TRACX SUPPORT BY 00OR INSTALLER (TO SUIT). 3-1/4• . 2 -7/8' MN.. 0.080' TAPERED ANG.E. SEE LAO BOLT MOUNTING BELOW. 1" DOOR OVERLAP (EACH SIDE) 2� SYP WOOD JAMB. SEE "JAMB PREPARATION NOTE ". LH8T BRACKET (2-1/2' . 5-3/4' . 1208) ATTACHED WITH (2) 1/4' . 3/4' SELF' TAPPING SCREWS. NOTE THAT i.HR BRACKETS ARE ALSO USED WITH 'ABLE END star AS SHOWN TN ZONE 13-3 SHEET 1. HOPo20NTAI. DILIBLEADICK 11/17_11E52820311)211013 (AVAY. FOR BOTH 2" AND 3" TRACK) STOP MOULDING BY ,ODDOOpR WSTNLE4 (TO SAT). 16 18 CdL CAIN. HiIE . 'vac- STILE. 20 6l IRK CALV. STEEL WTEf51. STILE. 18 CA, GAIN. STEEL INTER. 10800 FASTENED TO CENTER � TW/ 4 EACH 814.5/8• 0.101' THICK 3' WALV. STEEL TRACK FASTENED TO TAPERED ANGLE. TRACK ATTACHED TO TAPERED ANGLE NUT AT H 4HIOIk4.rev SLOT. ONE 5/18" a 1 -5/8" LAC SCREW SPACED AT 744E SAME DISTANCES AS THE TRACK BOLTS (LE. 3 -1/2'. 10', 22'. 34'. 46 ". ETC.). =TONAL LAG SCREWS LOCATED AT 18'. 28'. • 40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE VERTICAL/HORIZONTAL TRACK JUNCTION. virimmstim PUSH NUT FASTENER. 14 CA GALA STEEL ROLLER 1@4GES FASTENED TO END STILES W /(4) 0868 8144/8" 58007 METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER ENO HINGE. 3' DIA. 8 -1/2' LONG STEM BALL BEA980 STEEL ROLLER. 8'LILOI C.,,.,, 'f1n,IS1aLrY ,1.1,1,4 Y1I. ;✓4.7SC. O 8.031 .00 - 8.015 .000 . 8.005 .0000 v 8.001 Doyen m * 1/2' Wass Stated OftrAse ONDISIONS ARE TN ANNA Bo4&G Notob fit PART NO.: N/A VBWILAAD RATING W6 DP38 DESCRIPTION: 2' STEEL PAN DOORS (SEE TABLE FOR DRAWN 8Yt SH DATE: 11/19/12 SCALE: NTS CHECKED BY: SH DWG. NO.: 104753 3 2 DATE: 11/20/12 SHEET 3 OF 3 VER: MO DWG. SIZE jJ 1