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WS-14-682Miami 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 U LDING S PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 1 39 k' L I (V J -r FBC 20 l ROOFING City: Miami Shores County: Miami Dade Zip: 3 3) 3 8 Folio/Parcel#: 11-32D(0 - 013 -26 00 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): ( �) l l C O RG iV i G' `c 1 I s Phone#: Address: 1rn 19' N t 56 JT -}- City: f 1` C/ �) 5 h 012 £.s State: `1f" L- Zip: 3 3 1 3 c Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: 120--8 M City: 1 ea rn Qualifier Name: J no State Certification or Registration #: I'Yl Pr Jind0 vJ.s �►eaMG12 -Pa gKwo Stat • F L on hope SGC 1311513 L1 0 / Certificate Contact Phone#: cJsy 29& 1 -ss Phone#: 95-11 210 _5 Phone#: of Competency #: zip: 336 25 9sl1 29(e -3 --VS Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ GZ Li • ,Sid ' ` 7 Square/Linear Footage of Work: Type of Work: Addition Rep laAlteration Description of Work: Rep 1 a CB rn-e (I1 O 12 E )(iSfl rl vv I n V o 1Ali f G/, nd P Thoo�.S Wdli 1 rya ,a2.edf }anT Kint�v. f and of 66 /2,S•/2,S• ❑New ❑Repair/Replace ❑Demolition Color thru tile: **************************a:************Fees******+x**********+x+x******x•+x***************** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bolnding C,ompany's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv'd an,a reinspection f• will be charged. Signature Signature aier Owner or Agent C The foregoing instrument was acknowledged before me this -b4 The foregoing instrument was acknowl dged before me this -3 i day of AP 1 ( , 20 I` , by iC1 10;d2 �c- .4 , day of Apr) ( , 20 1`f- , by `)P1 a11 -it_ -1.,-- PT/ t personally produced' p y .to me or who has produced / who is ersonall known to me or who has who �,s' ersonall kno ractor L1 Cc... -r -C -' As identification and who did take an oath. NOTA ' ' U s LIC: Sign: 4 Print: My Co ; 'o n Expires: JOANNA L PIETRO MY COMMISSION # FF 040166 EXPIRES: July 25, 2017 ed Thio Notary Public Underwrite's APPROVED BY as identification and who did take an oath. NOTA : PuT LIC: l Sign: I Print: Cllr/ nn, My Co 4fyll ssion Expires: I ****************************** Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) 4riaf ,, JOANNA L PIETRO %A MY COMMISSION # FF 040166 J EXPIRES: July 25, 2017 „q�,tt4e'' Bonded Thru Notary Public Undenerteen Zoning Clerk M&A Windows, Inc. 12078 Miramar Parkway Miramar, FL 33025 Ph# (954) 298-7575 Fax# (754) 223-3345 Contract Bill To: Ship To: Richard Nichols 139 NE 96 Street Miami Shores, FL 33138 M&A Windows, Inc. , 12078 Miramar Parkway Miramar, FL 33025 YOUR P.O.# : TERMS: DATE: March 18, 2014 25% Deposit, 50% material on site, Balance at Insp. (_Ygrene Project M&A Windows to supply and install PGT WinGuard windows & doors. White Frames, SolarBan 70XL Low E coating on front / LH elevation Windows and Doors do not require shutters. Price includes all material, tax, and labor for installation. $24,518.99 Exterior Stucco patch and caulk included. Permit Fees for City and NOC filing for county. Included ***Please see attached material list for sizes and quantities*** Total $24,518.99 Engineering fees might apply from the city, if this is the case we will Pass it directly to the customer. Deposit $6,129.75 Material $12,259.49 Balance $6,129.75 Notes PGT Warranty will be provided for all material. &A will anty all • tallations for a period of 1 year. ,, Acce ted B r M&A Windows, y 3 7//' //:°Y Date: Inc:, Date: 1 CN kil 1. TERMS AND CONDITIONS Limited Warranties: M&A Windows warrants its work to be free from defects in material and workmanship for a period of one year from the windows and doors are installed. All PGT equipment and accessories installed as provided for herein, carry a warranty as provided by the manufacturer of ten years. When Buyer has work performed by others, M&A Windows does not warrant such work and M&A Windows shall not be held liable for such work or loss or damages, which may result therefrom. Buyer shall notify M&A Windows of any alleged defects or breach of the above warranty within a reasonable time after discovery, in no event later than 15 days after discovery: such notice shall be sent to M&A Windows at its place of business set forth on the other side of this contract. The above warranties are effective only if Buyer has complied with all terms and conditions, payment and other provisions of the contract. The warranties become void if: acts of God, war, riots, or other civil disturbances, acts of others; or if there was a transfer or change of ownership of the real property on which the material is located without a paid for inspection by M&A Windows. Defects or failures resulting from mistreatment or neglect by Buyer will be repaired or serviced at Buyer's expense. If Buyer has work performed by others that is not provided for in this contract, M&A Windows does not warrant such work, and M&A Windows shall not be held liable for such work or loss damages which may result therefrom. The sale and exclusive remedy of the Buyer and the obligation of M&A Windows for that matter set forth herein whether on warranty, contract, negligence or strict liability, is the repair of the defect. M&A Windows shall in no event be liable for special or consequential damages. If installation has not started within 90 days from date of the contract for reason beyond M&A Windows's control, M&A Windows shall have the right to cancel the contract upon notice to the Buyer. 2. CONTRACTS AND SPECIFICATION This contract constitutes the entire contract and the parties are not bound by any oral expression or representation by any agent of either party purporting to act for or on behalf of either party or by a commitment or arrangement not specified in the contract. No additional work shall be done without prior written authorization by Buyer. Any such authorization shall be on a change order form showing the agreement terms and the reason for such change and approved by both parties. For such additional work so added to the contract, it is agreed that the total price under this contract shall be increased by the price of such additional work; that installments may be increased proportionally, and that all terms and conditions of this contract shall apply to such additional work. Both parties agree that the contract completion dates shall be extended 5 working days for each additional working day necessitated by the change order should a date have been given. 3. RESPONSIBILITIES OF M&A WINDOWS - CONDITIONS AND LIMITATIONS M&A Windows agrees to do all work provided in this contract in good and workmanlike manner, but shall not be responsible for delay or failure to perform work when such delay or failure is due to: Acts of God, inclement weather, war, riot or other civil disturbance, labor disputes, govemment prohibition, non -issuance of all required permits effecting the windows/doors and adjacent areas, failure of Buyer to perform any obligations to be performed by him hereunder, or other reason beyond M&A Windows on control. The date of completion if provided for herein shall be extended five (5) calendar days for each calendar day of delay caused by any or all of the events referred to in this paragraph, up to and including the sixth (6) day of delay. Thereafter, the date of completion shall be extended one (1) calendar day for each calendar day of delay. M&A Windows is not responsible for damage to improvements and 'appurtenances located in or reasonably adjacent to the access routes on the job site, including but not limited to such items are curbs, sidewalks, driveways, patios, lawns, shrubs and sprinkler systems. 4. RESPONSIBILITIES OF BUYER If Buyer authorizes access to adjacent properties for M&A Windows use during construction, Buyer is required to obtain permission from the owners) of adjacent properties for such use, and Buyer agrees to be responsible and to hold seller harmless from any risks thereof. Buyer is required at his expense to do all construction and other acts necessary, and to meet all conditions necessary, to allow seller to complete the work as provided in this contract. Buyer shall fumish any necessary variance and association permits or fees. Buyer agrees to make payment called for by this contract on time, even though repairs under this contract may have been scheduled but not yet performed. All payments received later than 3 days from the time due extend the completion date hereunder and additional 3 days for each late day. If completion of windows/doors is delayed by causes under Buyers control for a period of more than 30 days, Buyer agrees to pay the increased labor, material, and equipment cost resulting from Buyer's delay. Contractor retains title to all window/door equipment until purchase price and any extras are paid for in full.. If price is not paid in accordance with this Contract, Buyer agrees that contractor or its employees without notice to Buyer may enter the Buyer's premises and repossess any window/door equipment and accessories included in this Contract and will pay the value of said equipment whatsoever on account of such repossession, save and except property damage occasioned by gross carelessness or neglect. Approval of work by an inspecting govemment agency deemed to be completion of that work in a workmanlike manner. This job site is deemed complete when stucco/plastered. 5. REPRESENTATIONS OF BUYER Unless otherwise specifically provided in the plans and specifications of this contract, M&A Windows has entered into this contact based upon the following assumptions of facts and warranties of buyer. a. That Buyer will provide adequate access to buyers own property or through adjacent property for M&A Windows normal construction equipment to do the work, at no cost and with no liability to M&A Windows. 6. DAMAGE TO WORK In the event work already performed is damaged by any cause beyond M&A Windows control and Buyer elects to cancel the work or the work is ordered terminated by public authority, M&A Windows shall be paid for such work, the amount agreed to in writing for such work, or if not so agreed, the cost price for such labor and materials plus 20% of such cost price. If the work is not canceled or ordered terminated, all work necessary to replace work already performed shall be considered additional work to be paid for by the Buyer in accordance with the preceding sentence. 7. ASSIGNMENTS IN SUB -CONTRACTORS M&A Windows may assign or sub -contract all or any portion of the work to be done. 8. DEFAULT In the event of default by Buyer of any provision of this contract, Buyer agrees to pay all collection cost, and interest from date of default. Reasonable attomey's fees shall be awarded to the prevailing party to any action brought under this contact. Owner agrees that in the event of breach or cancellation by Owner, Owner shall be responsible for charges to date of breach plus contract profits. 9. FINANCING M&A Windows may assist the Owner in obtaining financing but in no event are the financing arrangements as may be required by the Owner, a condition to this contract, and it is expressly agreed that the Owner is responsible solely for any such financing that may be required. Should financing be tumed down, it is necessary that 3 tum down letters must be obtained from the lenders in order to cancel this agreement. 10. ARBITRATION Any controversy or claim arising out of or relating to this agreement, or the breach thereof, shall be settled in arbitration in accordance with the Commercial Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any Court having jurisdiction thereof. NOTICE OF CANCELLATION You may cancel this transaction, without any penalty or obligation, within three business days of the date on signing this agreement. If you cancel, any property traded in, any payments made by you under the contract or sale, and any negotiable instrument executed by you will be retumed within 10 days (less any expenses incurred) following receipt by the seller of your written cancellation notice. Any security interest arising out of the transaction will be cancelled. If you cancel, you must make available to the seller at your residence, in substantially as good a condition as when received, any goods delivered to you under the contract or sale, or you may, if you wish, comply with the instructions of to the seller regarding the retum shipment of the goods at the seller's expense and risk. If you do not make the goods available to the seller and the seller does not pick them up within 20 days of the date of your notice or cancellation, you may retain or dispose of the goods without any further obligation. If you fail to make the goods available to the seller, or if you agree to retum the goods to the seller and you fail to do so, then you remain liable for the performance of all obligations under the contract. To cancel this transaction, within three days mail or deliver a signed and dated copy of this cancellation notice, or any other written notice, or send a telegram to: M&A Windows, Inc. 12078 Miramar Parkway, Miramar, Florida 33025 -----WIECK OE COMMS .`CEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. ,C —3-2'0 G'-oi3 -2 0�t STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Space above reserved for use of recording office 1. Legal description of property and street/address: 1 2. Description of/improvement: 3. Owner(s) name and address: oie �J Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: _ (.;✓ IJi ft 6E'J St; ri trJY/.J r c ti.r f �� i 9�, f/ tskii O t t .✓ oar) �u r(° 1k'1 U1 e C �rJ Z0 46 j : z_00- It tir fcw v {1)rQrnol /33f11,45 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: S. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SIT .11 T FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSUI NeRW j f 4 I POirA i BEFORE COM , ). 3' k t OR RECORDING YOUR NOTICE OF COMMENCEMENT. r 0 ° - 1 idF'kaE6'P f�A d y6� Y the Vis f� � 4+aa �9 the Signature(s) of oc4wner(s)' Authorized Officer/Director/ ttid'r/if(tifS0 & --_ "' 3 Prepared By i Pre r_ Print Name '. " ` Wifl i anwr° r, e# dere ry3taat I alSQltr. Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this _ da9 of By ❑ Individually, or Ullas for ❑ Personally known, or produced the following type of identification: Signature of Notary Public: ! 111 14.4 YS icaee\i10. C! s" i e ul Curial avrtii i ,16 9; CQSU `;r_ Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES; - Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. AWaCfP JOANNA L PIETRO MY COMMISSION # FF 040166 EXPIRES: July 25, 2017 Bonded Thru Notary Public Underwriters Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed a ove: •� Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 6/5/2017 To: Current Owner 139 NE 96 Street Miami Shores, FL 33138 - Permit: WS -4-14-682 Address: 139 NE 96 Street Miami Shores FL33138- Dear Sir or Madam, FINAL NOTICE Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to obtain new permits, refinance or sell this property. Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, Ismael Naranjo Building Director Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 10/7/2016 To: Current Owner 139 NE 96 Street Miami Shores , FL 33138 - Permit: WS -4-14-682 Address: 139 NE 96 Street Miami Shores FL33138- Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to obtain new permits, refinance or sell this property. Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, Ismael Naranjo ( BO) Building Director 9h Cor031-X'62/-l8 C40 5110 628 21A.12 S3 2 +11),2) iV)4 Cal 12-1219.09 N14 ca 0 12-1218.11 13q7, Sr Wall! Shot c p13313Z 1311 roton MA O1 30111‘ k 3111 11 (-1S-1.1 ♦43I1) I Na1; 11-111H 0� -33J 4Lj ion C11q` 1 ,'r.' i) No4I H 9 12!S) %/ A 110441(02}/8 C X623/8 gone s 1-10K12-, H (-t3 1,9i 5-)L16.S442 N� I1J mot NJUTil-iia• 12 TO COMPLIANCE WITH ALL FEDERAL 'gin nn! i!'17! n .n FS AND RrGUn ATIONS PW 1361!1.1 )(SW/ S' 1, NuA 134-0,502•x3 1 kvkl•` J ,\'i iP et- 14,3)Lr v 044,11 "-oviu,s- t24:616.4Z 31704 C 3 'X 351J9 No4 11 -!Hale 0 3V)(38111 &InaH -51.1 +tiff 9 04/09/2012 - 4:43pm gabriels F:\01 Project Files \_2010-MPS1400 Wind Charts\ Reference100-MPSIO-400 Series C&C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof ht 5 DESIGN 20 PRESSURES Tribut (PSF) - ZONE 4 ry Area (5 Ft) - 5 60' 25 30 35 0 -15 -63.1 -51.1i.._.3. -49.9 -49.0 -48.3 -47.7 -47. - 3.9 5 x46.2 0 -15 ft +4 45 +45.0 +44.3 +43.8 +43 " +4 +423%. .0 +47.8 -51.8 -50.6 -49.7 -49.0 -48.4 -4791 --47 5 ; ' 7.1 -46.8 16 ft +47.8 +46.5 +45.6 +44.9 +44.4 +439 449.5- +431 +42.8 -65.6 +49.0 -52.5 -51.2 -50.3 -49.6 -49.0 -48.5' -QS `-47.7-'41.:4- 19 ft 17 ft +48.4 +47.1 +46.2 +45.5 +44.9 +44.4 +44.0-"4 4.31J6- 4/43.3 18 ft -53.1 -51.8 -50.9 -50.2 -49.6 19--, -43, -48 7 \3 -480= -67.7 +50.6 +49.0 +47.7 +46.8 +46.0 +45.5 -+45'.0+444.6 -57.8 +44 2 +43.8. 19 ft -53.7 +49.5 -52.4 +48.2 -51.5 +47.3 -50.8 +46.6 -50.2 +46.0 -49.7-11z494 +45.5 +45.1 =-48.9 +44.7 +44.3 20 ft -54.3 -53.0 -52.0 -51.3 -50.7 -50.2 -49.8 -49.4 -49.1 -69.0 +50.1 +48.7 +47.8 +47.1 +46.5 +46.0 +45.6 +45.2 +44.8 21 ft -54.9 +50.6 -53.5 +49.2 -52.6 +48.3 -51.9 +47.6 -51.3 +47.0 -50.7 +46.5 -50.3 +46.0 -49.9 +45.6 -49.6 +45.3 22 ft -55.4 -54.1 -53.1 -52.4 -51.8 -51.2 -50.8 -50.4 -50.1 -70.3 +51.1 +49.7 +48.8 +4&0 +47.4 +46.9 +46.5 +46.1 +45.7 23 ft -55.9 -54.6 -53.6 -52.9 -52.2 -51.7 -51.3 -50.9 -50.5 -70.8 +51.6 +50.2 +49.2 +48.5 +47.9 +47.4 +46.9 +46.5 +46.2 24 ft -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.7 -51.3 -51.0 -71.4 +52.0 +50.6 +49.7 +48.9 +48.3 +47.8 +47.3 +46.9 +46.6 25 ft -56.9 -55.5 -54.6 -53.8 -53.2 -52.6 -52.2 -51.8 -51.4 +53.7 +52.5 +51.1 +50.1 +49.3 +48.7 +482 +47.7 +47.3 +47.0 26 ft -57.4 -56.0 -55.0 -54.2 -53.6 -53.1 -52.6 -52.2 -51.9 +54.1 +52.9 +51.5 +50.5 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 27 ft -57.8 -56.4 -55.4 -54.7 -54.0 -53.5 -53.0 -52.6 -52.3 +54.5 +53.3 +51.9 +50.9 +50.2 +49.5 +49.0 +48.5 +48.1 +47.7 28 ft -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.4 , 0' --52-7-, +55.3 +53.7 +52.3 +51.3 +50.5 +49.9 +49:4-+48.9 +49.9 4485 +48.1 29 ft -58.7 -57.3 -56.3 -55.5 -54.9 -4.3 53 8 '-53 53.1 -77.6 +57.9 +54.1 +52.7 +51.7 +50.9 +50.3 +49.71,-+49.3 -66.2 +52.3 .114148 .8 +48.5 30 ft -59.1 -57.7 -56.7 -55.9 -55.2 -54.7 .$4.2, 153 •8 -449.2 -53,4:- +59.4 +54.5 +53.1 +52.1 +51.3 +50.6 +50.11 449.6 +53.2 +48.6; 32 ft -60.0 -58.5 -57.5 -56.7 -56.0 -55.5'-...-55.11- -69.4 +54.8 =-54 5 54.2` -82.9 +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50''+499 -70.0 +49.5 35 ft -61.1 -59.6 -58.6 -57.7 -57.1 _5 �L56.0 -555,fr- .,S..2- -84.5 +63.1 +56.3 +54.8 +53.8 +53.0 +52.3 x+51.7 1+51.2 +5078 '*50.4 40 ft -62.8 +57.9 -61.3 +56.4 -60.2 +55.3 -59.4 +54.5 -58.7 +53.8 -58. +53.2 .57"6 - +52.7 2;57:2 +52.3 -5668 +51.9 45 ft -64.4 -62.8 -61.7 -60.9 -60.2 -59.6 -59.1 -58.6 -58.2 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.2 50 ft -65.9 -64.3 -63.1 -62.2 -61.5 -60.9 -60.4 -59.9 -59.5 +60.7 +59.1 +58.0 +57.1 +56.4 +55.8 +55.2 +54.8 +54.4 55 ft -67.2 -65.6 -64.4 -63.5 -62.8 -62.1 -61.6 -61.1 -60.7 +61.9 +60.3 +59.2 +58.3 +57.5 +56.9 +56.4 +55.9 +55.5 60 ft -68.4 +63.1 -66.8 +61.4 -65.6 +60.2 -64.7 +59.3 -63.9 +58.6 -63.3 +58.0 -62.7 +57.4 -62.3 +56.9 -61.8 +56.5 z .71 2n O r '3'd OOiMNN381NNV d 1HOOEtAdOO REMARKS DRWN ir CHKD EXTERIOR ZONE 5 PRESSURES Mean Roof Pmt 15 DESIGN PRESSURES (PSF) - ZONE ary Area (Sq Ft) 5 40 5 , 5 30 35 0 -15 -63.1 1 -60.6 " -5:.8 -57.5 -56.4 -55.4 -54.6 - 3.9 -53.2 +47.1 +45.9 +45.0 +44. +43.8 +43.3 +42.9 +42 +42.2 16 ft .0 +47.8 -61.4 +46.5 - ',7 +45.6 - ..3 +44.9 -57.1 +44.4 -56.2 +43.9 -55.3 +43.5 -54.6 +43.1 -54.0 +42.8 17 ft -64.8 +48.4 -62.2 +47.1 -60.4 +46.2 -59.0 +45.5 -57.9 +44.9 -56.9 +44.4 -56.1 +44.0 -55.3 +43.6 -54.7 +43.3 118, -- -65.6 +49.0 -63.0 +47.7 -61.1 +46.8 -59.7 +46.0 -58.6 +45.5 -57.6 +45.0 -56.7 +44.6 -56.0 +44.2 -55.3 +43.8 19 ft -66.3 +49,5 -63.7 +48.2 -61.8 +47.3 -60.4 +46.6 -59.2 +46.0 -58.2 +45.5 -57.4 +45.1 -56.6 +44.7 -55.9 +44.3 20 ft -67.0 +50.1 -64.4 +48.7 -62.5 +47.8 -61.1 +47.1 -59.9 +46.5 -58.9 +46.0 -58.0 +45.6 -57.2 +45.2 -56.6 +44.8 21 ft -67.7 +50.6 -65.1 +49.2 -63.2 +48.3 -61.7 +47.6,-+47.0 -60.5 -59.5' +46.5 ^-58.6 +46.0--+45:i` -57.8 -57.1 +45.3 22 ft -68.4 -65.7 -63.8 -62.3;, X1.1 - `-59.2 -: =58.4 -57.7 +51.1 +49.7 +48.8 +46.0 +47.4 +46:9 `+46.5 +46.1 +45.7 -69.0 -66.3 -64.4-6.9i i'--6 7 " ' -6' 0.6- 59.7 R>59.0 -58.2 23 ft +51.6 +50.2 +49.2 +44.5: -+47:9 +47.4 +46.9 +45 +46.2 24 ft -69.7 +52.0 -66.9 +50.6 -65.0 +49.7 -63.5^ +48.9 2 +48.3 --612- +47.8 -60.3 +47.3 -59:5' +46.9 -58.8 +46.6 -70.3 -67.5 -65.5 X64.0 : -62.8 61.7 -60.8=� -59.3 25 ft +52.5 +51.1 +50.1 -+49.3 +48.7' +43:2= '+47.7 f L47.4 447.0 26 ft -70.8 -68.0 -66.1 -644- -63.3 --662.2" 613;. x`60.5 -59.8 +52.9 +51.5 +50.5 +49.8 +49.1 +48.6 +48.1 +47.7 +47.4 27 ft -71.4 -68.6 -66.6 -65.1 -63.8 -62.7 -61.8 -61.0 -60.2 +53.3 +51.9 +50.9 +50.2 +49.5 +49.0 +48.5 +48.1 +47.7 M.28 ft -72.0 +53.7 -69.1 +52.3 -67.1 +51.3 -65.6 +50.5 -64.3 +49.9 -63.2 +49.4 -62.3 +48.9 -61.4 +48.5 -60.7 +48.1 29 ft -72.5 -69.6 -67.6 -66.0 -64.8 -63.7 -62.7 -61.9 -61.2 +54.1 +52.7 +51.7 +50.9 +50.3 +49.7 +49.3 +48.8 +48.5 30 ft -73.0 -70.1 -68.1 -66.5 -65.2 -64.1 -63.2 -62.3 -61.6 +54.5 +53.1 +52.1 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 32 ft -74.0 -71.1 -69.0 -67.4 -66.1 -65.0 -64.0 -63.2 -62.4 +55.3 +53.8 +52.8 +52.0 +51.3 +50.8 +50.3 +49.9 +49.5 -, a3` -75.4 +56.3 -72.4 +54.8 -70.3 +53.8 -68.7 +53.0 -67.4 +52.3 -66.2 +51.7 -65.3 +51.2 -64.4 +50.8 -63.6 +50.4 ft -77.6 +57.9 -74.5 +56.4 -72.3 +55.3 -70.7 +54.5 -69.3 +53.8 -68.1 +53.2 -67.1 +52.7 -66.2 +52.3 -65.4 +51.9 45 ft -79.5 -76.4 -74.2 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.2 50 ft -81.3 +60.7 -78.1 +59.1 -75.8 +58.0 -74.1 +57.1 -72.6 +56.4 -71.4 +55.8 -70.4 +55.2 -69.4 +54.8 -68.6 +54.4 55 ft -82.9 -79.7 -77.4 -75.6 -74.1 -72.9 -71.8 -70.8 -70.0 +61.9 +60.3 +59.2 +58.3 +57.5 +56.9 +56.4 +55.9 +55.5 60 ft -84.5 +63.1 -81.1 +61.4 -78.8 +60.2 -77.0 +59.3 -75.5 +58.6 -74.2 +58.0 -73.1 +57.4 -72.1 +56.9 -71.3 +56.5 DATE INIT ISSUE GSS TSB 03/05/12 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, P.E AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.8. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN MRH 5.60' BASED ONKd=1.0 INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICTE..IWORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CR CAL -CONDITION OF ANY'UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO DIRONS REQUIRED FOR USE UVI'TH THESE TABLES. 2. TABLES VALID O L`(rFOf+L-6171LDINNGS pF MEAN ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F R ALL iRO E -TYPES & SLOPES APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHA BE PERFORMEDBSNGINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BIJILDING.MEAN(AVE E)` ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED,IUSE THE PEAK ROOF -HEIGHT. 5. ALWAYS ROUND �JPROOF- EIGHTS TO NEX7.TABLE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIBUTARY AREA=0F THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED -BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE -SPAN -LENGTH (H HT3 .,3)..USE•THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREEASBB N CTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENIN CANNOTBE):L? D" E` OST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY,''AREWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN-PUBCTSHED, USE THE -LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED.HEREIN SHALLLBE DTCTATEO_AND VERIFIED BY THE GOVERNING BUILDING DEPARTM AND PERMIT. HOLDER NO=WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFER HEIREIN'---,:--_ °`.zL ,'° 5. THIS SPECIFICA ON 15INOT*INTENDE TO"OFFER ANY PRODUCT APPROVED CERTIFICATION. RE ER TOAN_Y-SEPARATEU MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE IG -& INSTA�TIONI NI FFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TC} B VERIFTE -'SY 0 IN ACCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL LO L-1IMPACT PROTECTION SYSTEM ORDINANCES. 7. NO CERTIFICATION-1S,OFF'ERED 6 INTEGRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROVIDEDH IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED�� r n a= 10% OF LEAST. HORIZONTAL DIMENSION: 0R 40% RH, WHICHEVER I5 SMALLER, BIJT NOT:LESS-T'HAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (lm). 3SE/ZONE 5'?If AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISOMETRI ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAX: (954) 354-0443 WWW. ENG EXP. COM CERT OF AUTH *9885 o 9,Z r 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 • 41-Iasoaniti ida Building oe,incun i. I RAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.aov/economy C d 1 dig the H gh - urricane Zone DESCRIPTION: Series "CA -740F Fixed Casement" Aluminum Fixed Window — T. M I --1 APPROVAL DOCUMENT: Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details — LM", sheets 1 through 11 of 11, 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 Mia '— ' • • _... t Control Section. MISSILE IMPACT ' o ING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED' NOA No. 12-1218.11 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 r Page f PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details — LM", sheets 1 through 11 of 11, 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 along with marked -up drawings and installation diagram of a series CA740F aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7063, dated 09/17/12, 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 SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. E-1 Manuel Pere Product Control Fxamii r NOA No. 1 -1. .11 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT FIXED CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USEO 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-DADE 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 8E CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (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. 8) 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 SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND I8 BEYOND SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. W000 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 STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 01300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 9) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3% 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-7083, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 6-10 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 4' MAX. 60' WIDTH )-+- 53' VISIBLE UGHT WIDTH (DLO) I-„,_ —...- B, SEE SHEET 2 A 69' VISIBLE LIGHT HEIGHT (DLO) 23' O.C. MAX IF HEAD OR SILL IS 60' OR LESS. 4' MAX. 19' O.C. MAX IF JAMB IS OVER 60'. 1 A, SEE SHEET 2 23' O.C. MAX IF JAMB IS 80" OR LESS. 76' HEIGHT .-r 19' O.C. MAX. IF HEAD OR SILL R 60". YP. ELEVATION OF FIXED CASEMENT WINQOW TABLE 1: Glass Types Sheet 8 1 6/16' Leml (1/8 An - .090' PVB -1/8 An) 6 SGP'=3716 An 8 3 7/18' Lam] (3118 HS -.090' SOP - S) 9 4 7/8'LamI.IG(1/8'An-7116"Air -1/8' An - .090' PVB - 1/8' An 10 5 7/8° Unit IG(1/8'T-7/18°Air -1/8"An-.090'PVB-1/8'An 7 8 7/8" Lam]. IG (3/18" An -1/4° Alr - 3/16" An - .090" SGP - 3/16" An 8 7 7/8' Lam!. 10 (3/18° An - 1/4' Alr - 3/16' HS - .090' SOP - 3/18' HS 9 8 7/8° Lam'. 13 (3/16° T - 1/4' Air - 3/16' An - .090" SGP - 3/16° An 8 9 7/8" Lam!. 10 (3/18" T - 1/4" Air - 3116" HS - .090' SOP - 3/16' HS 9 GENERAL NOTES 1 ELEVATION 1 GLAZING DETAILS 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS ...... 3 ANCHOR SPECIFICATIONS...._..... 4 ANCHOR QUANTITIES 4-5 DESIGN PRESSURES 6-10 ASSEMBLY DETAILS/80M._.-.-11 L1111// \� / // r/`�\ ON"{�111LYNN It94 /i/ \� �: 1X 140.58705 .,01 � ' -i 'FOOp'\5G‘:30' w A LYNN HILLER P.E. P.E.068705 51113"ED GLASS STASTACK GLASS 1/8' ANNFAIID I' GLASS EXTERIOR II11/18• GLASS I! BITE 41t14.111gOIW CI .080• DUPONT 8UTACITE PVB 1/8' ANNEALED GLASS D STACK 7/16'A81SP IA' ANNEALED OR TEMPERED GLASS EXTERIOR 8118• LAMINATED GLASS STACK 1/8' ANNEALED GLASS .080' DUPONT BUTAOTE P88 UB' ANNEALED GLASS 11/16' GLASS BITE GLASS TYPES 4 & 5 718' NOM. GLASS STACK I VC AIRSPACE 3116' TEMPERED GLASS 7t1ATED GLASS TACK GLASS STACK 3118' ANNEALED OR HEATSTRENGTHENED GLASS EXTERIOR 098' DUPONT SOP 3118-ANNEALE0 OR HEATSTRENOTHENEO GLASS 11/16' GLASS BITE GLASS TYPES 2 & 3 7/e' NOLL GLASS STACK 114• AIRSPACE 3116' ANNEALED GLASS EXTERIOR EXTERIOR TRW' LAMINATED GLASS STACK 3t18 - ANNEALED OR HEAT -STRENGTHENED GLASS A90'DUPONTSOP 3110' ANNEALED OR HEATSTRENOTONEO GLASS 11/16' GLASS BITE GLASS TYPES 6 & 7 7H8' LAMINATED GLASS STACK 3118 MINE LE00R HEAT -STRENGTHENED GLASS .098' DUPONT SOP 31113' ANNEALED OR HEATSTRENOTHENED GLASS 11/16'OLASS BITE GLASS TYPES 8 & 9 Revised Bp Dote: 08,1,10,,, Revised By: Dole: Revision: Approved al compl)4Og*Alb the FloridBald191 C. 'e Dale *OAP B11and By VADV4YL7M1 ado Frady 1070 TECHNOLOGY DRNE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 Description: Drown By: GENERAL NOTES & ELEVATION J ROSOWSKI Title: Dote: FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 Series/Model Soo!e: Sheet: Drawing No. Rev: CA -740 NTS 1 OF 11 MD-CA740F-LM INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. EDGE DISTANCE AS REQUIRED PER TABLE 3, SHEET 4 WINDOW HEIGHT EXTERIOR a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. -ot• EDGE DISTANCE EMBEDMENT VISIBLE LIGHT HEIGHT (DLO) INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY, BUCK HEIGHT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. CONCRETEICMU PER ANCHOR REQUIREMENT BULL WIDTH AS REQUIRED PER TABLE 3, SHEET 4 INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL EDGE DISTANCE EMBEDMENT OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS SEE DETAIL M. BELOW NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OF THE WINDOW. 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-IV7 THICK OR GREATER. IX AND 2X BUCKS (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'. 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM EMBEDMENT VERTICAL SECTION B -B VISIBLE LIGHT WIDTH (DLO) �a- WINDOW WIDTH HORIZONTAL SECTION A -A l 11I%I111711, `\•voNq LYNN MQ `.4��,•'L�CENSF'''CFS Tr No. 58705 B3 IS ///o 9, A. LYNN MILLER. P.E. P.E# 58705 10' MAX. ---►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: Additional Anchors Required on each Side of the Frame Assembly Dibe (FAT) 1- a Wbdmv WOUI Anchor Type A 8,C&D 1 17'-22.0' 0 0 23'-25.0' 0 1 }20'+ 1 1 F Wlndmv Anchor Type u- Haight A B,C&0 17'-22.0' 0 0 23• -25.0' 0 1 20'a 1 1 012 STEEL SELF -DRILLING SMS, SEE TABLE 3. SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. A. EXTERIOR V VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT -7 Revised By: Date: Revision: Revised By: Dote: Revision: Approved as complying with the Florida Bald C Date 111 ml Dade °duet . • • tro1 BY, 7070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOXOMIS, FL 34274 Deaoriptton: GENERAL NOTES & ELEVATION Drawn Ry: J ROSOWSKI 7150: FIXED CASEMENT WINDOW DETAILS - LM Dole: 08/08/12 CERT. OF AUTH. #29296 Series/Model: CA -740 Santa NTS eat: 2 OF 11 Droning No. MD-CA740F-LM Rev: FIXED CASEMENT (0) WINDOW HEIGHT WINDOW WIDTH 740 SERIES FIXED CASEMENT WINDOW FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 0-10, 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. 5) USING THE TABLES LABELED 'WINDOW ANCHORS REQUIRED' (TABLES 2A & 2B, SHEETS 4 & 5), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 8) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. FIXED CASEMENT / CASEMENT (OX) FIGURE 1: / 4 Window / 740 740 SERIES FRAME SERIES FIXED ASSEMBLYCASEMEN7 CASEMENT TUBE WINDOW WINDOW 1 10•, SEE NOTE 7, THIS SHEET AWNING /. CASEMENT / FIXED CASEMENT (XXO) FIGURE 2: t 740 SERIES AWNING `�,,..• WINDOW ► D FRAME __— _� ASSEMBLY TUBE 'SEE PRODUCT'S NOA FOR INSTALLATION SPECS MIN. 612 X1' SMS THROUGH Ail INSTALLATION HOLES I. 0E1I 11 ill ,,_ 740 SERIES FIXED EXTERIOR CASEMENT n WINDOW v FRAME ASSEMBLY TUBE HORIZONTAL SECTION GC MIN. 012 X 1• SMS THROUGH INSTALLATION HOLES 740 SERIES CASEMENT WINDOW D 740 SERIES CASEMENT—i WINDOW E FRAME ASSEMBLY ► E TUBE 740 SERIES FIXED CASEMENT WINDOW EXTERIOR a 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW N 4 % / 740 SERIES CASEMENT WINDOW' EXTERIOR a FRAME ASSEMBLY TUBE Approved as complying 11,416 Florida uldlaC Dale M flop, ml Dade Nadu a::ni "7 .. re 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 WIDTH 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 NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. MIN. N12X 1' SMS THROUGH INSTALLATION 6) THE FRAME ASSEMBLY TUBE IS HOLES NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 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. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED or IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 740 SERIES FIXED CASEMENT WINDOW FOR EACH WINDOW 114 ACOMBINED ASSEMBLY: VERTICAL SECTION 0-0 VERTICAL SECTION E -E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 8.10, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'WINDOW ANCHORS REQUIRED' (TABLES 2A & 28, SHEETS 4 & 6). THIS MUST BE 00N0 FOR EACH WINDOW IN THE ASSEMBLY. AND 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 WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED WINDOW ANCHORS REQUIRED' (TABLES 2A & 28, SHEETS 4 & 6), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. 11 12 X 1• ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 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 Required on each Side of the Frame Assembly Tube (FAT) F_ Window Mena Type LI WW1 A B.0&D 1r-22.8' 0 0 23• -25.0' 0 1 28'+ 1 1 I- Window Anchor Type uu.. Heigh A 8,050 1 IT -n.s. 0 0 23` • 25.W 0 1 28'+ 1 1 : o: S N 0 O u co g0 5 45 Z 0 v Q U h \`WWIII III • �Y Window Anchors Required (37" and Less on Short Side Dimension) Anchor Substrate Shod Slde Type under 23" 25-15/16" 27 314 29" 31-112° 33-1/2' 34" 37" No AIB C 0 A —2 B 2 CDA 2 2 —2 BCD 2 0.050 No A D 2 CD 2 2 AB 2 2 CDABCDA 2-2 5/8' 2 2 2 2 2-2 900 2 2 A 2 BCD 2 '2 r v to €'L• 3 under 23" Long Side 2 2 2 2 2 2 2 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 25-1518" Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 35„ Long Sldo 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 37" Long SIde 3 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 44" Long Sidra 3 4 3 3 3 4 3 3 4 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 44114„ Long Slde 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 6 3 3 4 8 3 3 5 8 3 3 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 53118" Long Side 4 5 3 3 4 5 3 3 5 6 3 3 5 6 3 3 5 8 4 3 5 8 4 3 5 6 4 3 5 7 4 3 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 ar 83„ Long Side 4 8 4 4 5 6 4 4 5 6 4 4 5 8 4 4 5 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 Shod Slde Lor 40 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 5 8 4 4 5 7 4 4 6 7 4 4 6 7 4 4 8 8 4 4 6 8 4 4 8 8 5 4 7 8 5 4 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 0813,18„ Long Side 5 7 5 5 6 7 5 5 6 7 5 5 6 8 5 5 8 8 5 5 7 8 5 5 7 9 5 5 7 9 6 5 Short Stde 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 87-V2 • Side 5 7 5 5 8 7 5 5 8 8 5 5 8 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 68"Long Side 5 7 5 5 6 7 5 5 6 8 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 Shat Slde 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 70" Long Side 6 7 5 5 6 8 5 5 6 8 5 5 8 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 10 5 5 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 72' Long Side 8 7 5 5 6 8 5 5 7 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 10 6 5 Shod Sitle 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 74" Long Slde 8 7 5 5 8 8 5 5 7 8 5 5 7 9 5 5 7 9 5 6 8 10 5 5 8 10 5 5 8 10 8 5 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 7G Long Side 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 8 9 6 6 8 10 6 5 8 10 6 5 8 11 8 5 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 84" Long Side 7 8 5 5 7 9 5 5 8 10 5 5 8 10 6 5 8 11 6 5 9 11 6 6 9 11 6 8 10 12 7 6 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 114' Long Side 9 12 7 7 10 13 7 7 11 14 8 7 11 14 8 7 12 15 8 8 13 16 9 8 13 18 9 8 14 17 10 9 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 134" Long Side 11 14 8 8 12 15 9 8 13 16 9 8 13 17 9 9 14 18 10 9 15 19 11 10 15 19 11 10 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 149, Long Side 12 15 9 9 13 17 9 9 14 18 10 9 15 18 10 9 18 20 11 10 Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 TABLE 3: Group Anchor Substrate Min. Edge Distance Min. O.C. Dlatae nc Mtn. Embedment Anchor Plebe Required? — A 1/4' steel Ultracon Hollow Block1° 518" 8' 1-1/4" No 814, steel SMS (05) or 614, 410 SS SMS S. Pine 518' 1' 13/8' No 606345 Alum. 3/8' 6/8' 0.050 No A36 Steel 3/8' 5/8' 0.050 No A653 Stud, Or. 33 3/8" 5/8' .035', 20 Ga. No B #12, steel SMS (05) or 012, 410 SS SMS S. Pine 6/8' 1' 13/8' No 8083-T5 Alum. 3/8' 5/8' .050' No A36 Steel 3/8" 5/8' .050' No A653 Stud, Gr. 33 3/8' 5/8' .035', 20 Ga. No 0 11/el Uliraoen 2.85k Concrete 2-112' 4• 1-3/8' No 2.858 Concrete 1' 4" 13/4" No 3.1/8' Hollow stock 2-112' 5' 1-1/4' No 612, steel SMS (G5) or#12,410 SS SMS S. Pine 5/8' 1' 1-3/8' Yes 6063.15 Alum. 3/8' 5/8' 1/18„ Yee A38 Steel 3/8' 618' .050' Yes A853 Stud, Gr. 33 3/8' 8/8' .045', 18 Ga. Yes TABLE 3: (oonL Approved ora complying with the Florida t aiding od Dale I • I)OA# V/aliVAlW I MI Dade • ,-•uN By .. 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE 11P -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. 3) THE WINDOWS SHORT AND LONG SIDE MAY BE INVERTED. 4) SEE NEXT SHEET FOR ADDITIONAL INFORMATION. Group - - Anchor Substrate Min. Edge Galante Min. O.C. Distance Embedment Anchor Plate Required? D 814, steel SMS (05) or 814, 410 SS SMS S. Pine 518" 1" > 1318" Yee 608345 Alum. 318' S8' 1/18' Yes A38 Steal 3/8' 518" .050' Yee A653 Stud, Gr. 33 318' 518' .045', 18 Oa. Yes 2.85k Concrete 1' 4" 1-3/4" Yes 2.8511 Concrete 2.1/2' 4' 1.3/8' Yes 1/4' steel IAlmon Follow Block 2.1/2' 5' 1-1/4" Yes Red Block 2-1/2" 4" 1-3/4' Yes 1/4" 410 SS CoeteFlex 3.35k Concrete 1' 5" 1-3/4" No Hollow Block 2-1/2' 5' 1-1/4" No 5118" steel LAlracon 3.511 Concrete 1-114' 5' 1-3/4' No Hollow Bock 3.1/8' 5' 1-1(4' No Filled Block 2-112' 5" 1-3/4' No 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. SAMPLE CONFIGURATIONS: X X X x 0 1 r 0 X 0 X O X 1 X O X 1) OPERABLE (X) WINDOWS MAY BE CASEMENT WINDOWS OR AWNING WINDOWS OF THE SAME SERIES. 8 a 1 �® O�N� �V �M ZUmn ^oZ z ........................................ 11/, 4'C`,, • •v10EN4. •F'P * No. 58/05 - iC I •3 Ll •., STATE OF A. LYNN MILLER, P.E. REX 58705 \111111 cn 5.4 4( MOLc Lo Window Anchors Required (Over 37" on Short Side Dimension) Anchor Type` y Shut Side 40" 44' 48- l4' 53-118' 54' 58" 60" 83" 67-112" A 2 BCDA 2 2 2 2 BCD 2 2 2 AB 2 2 C 2 DA 2 2 B 2 DA 2 2 B 2 CD 2 2 A 2 BC 2 2 D 2 AB 2 2 CDA 2 2 2 BCDA 2 2 2 2 6 2 CO 2 o i5 5 under 23" Long Side Short Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 6 4 4 5 8 4 4 5 6 4 4 5 7 5 5 25-15118" Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shod Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 8 3 3 5 6 4 4 6 6 4 4 5 7 4 4 6 7 5 5 35" Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Shod Side 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 7 4 3 6 7 4 4 8 8 4 4 6 8 5 4 7 9 5 5 37" Long Side 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 Shod Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 3 5 7 4 4 6 7 4 4 6 8 4 4 7 8 5 4 7 9 5 5 44" Long Side 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 6 3 3 4 5 3 3 4 5 3 3 4 5 3 3 Shod Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 8 8 5 4 7 8 5 4 7 9 5 5 8 10 8 5 44114• Long Side 5 6 3 3 5 8 3 3 5 6 3 3 5 6 3 3 5 8 3 3 5 8 3 3 5 8 3 3 5 6 3 3 6 6 3 3 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 7 9 5 5 8 50 6 5 53-118" Long Side 5 7 4 4 8 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 8 7 4 4 Short Side 3 4 3 3 4 5 3 3 5 8 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 5 5 8 11 8 5 „ Long Side 8 8 4 4 8 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 6 5 8 11 6 5 3' Long Side ' 7 9 5 4 7 9 6 5 7 9 5 5 8 10 5 8 10 5 5 8 10 8 5 8 10 8 5 8 10 6 5 7 9 5 5 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 6 7 4 4 7 8 5 4 7 9 5 6 8 10 6 5 8 11 6 5 86.13,18" Long Ma 7 9 5 5 8 10 6 5 8 10 6 5 8 11 8 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 10 8 5 Short Me 3 4 3 3 4 5 3 3 5 8 3 3 8 7 4 4 8 7 4 4 7 8 5 4 7 9 5 5 8 9 5 5 8 11 8 5 67-112" Long Side 8 10 5 5 8 10 8 5 8 10 6 5 8 11 6 5 8 11 8 5 8 11 6 5 8 11 8 6 8 11 8 5 8 11 6 5 Shot) Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 8 7 4 4 7 8 5 4 7 9 5 4 7 9 5 5 8 11 6 5 68"Long Side 8 10 5 5 8 10 6 5 8 11 6 5 9 11 6 5 9 11 8 5 9 11 8 5 9 11 6 5 9 11 6 5 Sheri Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 9 5 4 7 9 5 5 70' Long Side 8 10 8 5 8 11 8 5 9 11 6 8 9 11 8 8 9 11 6 6 9 11 6 8 9 11 6 6 9 11 8 8 Shat Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 8 5 4 7 9 5 5 72' Long Side 8 10 6 5 9 11 6 8 9 11 6 6 9 11 6 6 9 11 8 8 9 11 6 8 9 11 6 6 9 11 8 6 Short Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 4 6 7 4 4 6 8 4 4 7 8 5 4 7 9 5 5 74° Long Side 9 11 6 5 9 11 6 6 9 12 7 6 9 12 7 6 9 12 7 8 9 12 7 6 9 12 7 6 Shod Slde 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 4 6 7 4 4 6 8 4 4 8 8 5 4 70, Lang Side 9 11 8 6 9 12 7 8 9 12 7 6 9 12 7 6 9 12 7 8 9 12 7 6 9 12 7 6 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 7 4 3 5 7 4 4 8 8 4 4 6 8 5 4 84' Long Side 10 13 7 6 10 13 7 7 10 13 7 7 10 13 7 7 10 13 7 7 Shod SIde 3 4 3 3 4 5 3 3 5 6 3 3 5 8 4 3 5 6 4 3 114° Long Side 14 18 10 9 Short Side 3 4 3 3 EXAMPLE 1: FOR WINDOW SHOWN BELOW; 7118' ANNEALED LAM'. GLASS, 1/4' MASONRY ANCHORS INTO CONCRETE. +701-80 PSF DP REQUIRED, NO ANCHOR PLATE AWNING ANCHORS (SEE SEPERATE NOA): A) FROM TABLE 9, ANCHORS C & D ALLOW A OP OF +701-90. 8) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2.6 ANCHORS ARE REQUIRED IN EACH JAMB. D) 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 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). 61' 10''--+10' I. 4' -++-I 4" � 100' +-I 4" I-4- 10 Ir -4- 4' 25' f •r 20' ►. 20' 48' Approval' as contplyiug with the flm Ida Qqaiding Cody O /1i� J i I/ . �11 Donn 1 ��L�� 1 IY I I Myml Dade Produel ' 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. 3) THE WINDOWS SHORT AND LONG SIDE MAY BE INVERTED. 4) SEE NEXT SHEET FOR ADDITIONAL INFORMATION. FIXED CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-83.1. 1 B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AN0 DOES NOT REQUIRE THE ANCHOR PLATE. 13.25' 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. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 1. ASSEMBLY TUBE 510E OF THE FIXED CASEMENT (HEAD & SILL). 4' 1 co 0 g 1 0 0 Q W LL 40 N Q $U CERT. OF AUTH. #29296 .� oao cZ z ``75511III 1/, `‘• NS( LYNN .41/Z/10, $SSt\ 10ENSk. ••.<(:p <. *I No.58705 p; Ll -5r 3 �i0�`�. •. FLORIOF`.•.•( SSlONA1 A LYNN MILLER, P. P.E.p 58705 0.1014,14 • FOR GLASS TYPES: 1) 5/18° LAMI (1/8 AN - .090" PVB -1/8 AN) L SHORT SIDE LONG SIDE T LONG SIDE 8HORT BIDE 1) SEE SHEETS 1, 4 & S FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. .n.,t.,- u. Design Pressure (psi) for 83ngte Windows, All Anchor Groups Whitlow DImsnslon A' Shod Side 2816118' under 23' 2816/18' 27-3/4' 33-1/7 37' 44' 48-1/4' 83117 06' 03' under 23' +701.00 +701-80 +70/-90 +70%86 +70%00 +70/99 +761-90 +701-90 *701.80 +701.90 26.16/17 +701-90 *781.90 +70.90 +70/40 +701.80 *70.90 *70//90 +781-93 +70/93 +70/-90 37' *70.90 *70-90 +70410 a0-90 +70/90 +701.90 +70/-90 +701-84.1 +701-77 +701.70.1 ii 44' *70.00 +70.90 +70.90 *70.90 +701-90 *70.00 +7004.1 +60-70 *60-07.8 *60/81.3 /5 48.1/4' +70.90 *70.90 +70.90 +70.90 +701.90 +70/84.1 +7080.1 +60-70 *60/83.2 +743.8 1 53118' *70.00 *7080 +7090 +70-90 *70/84.1 *801.70 *0070 +60/87.6 +7040 +70-70.7 58' *70-00 +70/.00 *70.00 *7083.2 +70-77 +6047.8 *6083.2 */63.8 +70.84 +7090 63' *70/-00 +70/90 *70/-00 *70/.78.6 +70/40.1 *8041.3 +70.90 +701-90 *70-90 +7090 78' +707-60 *70/44.8 *70.76.7 +148.9 */46.8 +70.884 +70.90 +70.84.1 +7080.8 +7084.1 04' +70.00 *7080.4 *70/.71.3 */44.2 4-87.8 *701.701 *70.70.1 44' +7080 +70/90 FOR GLASS TYPES: 1) 5/18° LAMI (1/8 AN - .090" PVB -1/8 AN) L SHORT SIDE LONG SIDE T LONG SIDE 8HORT BIDE 1) SEE SHEETS 1, 4 & S FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. .n.,t.,- u. Design Pressure (pet) for Windows Atleohed toe Forme Assembly Tube Whitlow DImsnslon A' under 23' 2816118' 27474' 33.112' 37 44' 48.1/4' 831/0' 58' 63' Arohm [roup Anchor Group Anchor Croup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AnohorGroup Anchor Group All AO AO A, C813 8 A,C80 8 A 8 C 8 0 A 8 C 8 0 A 8 C 8 D A 8 0 0 A 8 C J 0 under 27 +70.90 *701-90 *7090 *70.90 *7092.1 *70-90 +70.74.3 +70-79.7 */82.8 +70.90 *701-727 4889 *70.90 +146.1 +/818 *70-90 */80.6 +/47.4 *7087.6 +70/90 +/-88.7 +743.8 +7080.7 +70-89.6 28-16118' +7090 *70990 *70/-00 +70-90 +7090 +7084 +7040 +70-70.7 +78104 +7090 *184.4 +70.00 +7090 +148.6 +701.90 *7080 */63.8 +70.84 +7090 +7080 449.3 +70-77.3 +70/.90 *7090 10 37 *70410 +70.90 +701-90 *70-90 +7090 *7090 +7080 +7040 +781.8) +7099 +70/40 +70.884 +70.90 +70.84.1 +7080.8 +7084.1 +70.77 +7073.8 *70.77 *70.77 *70-70.1 4-87.8 *701.701 *70.70.1 44' +7080 +70/90 +70/90 *70-83 +7040 +7060 +7040 +781-90 +7081.8 *70.00 +70/44.1 +70.74.4 +70.61.1 +00.70 +88147.7 *60-70 +6047.8 *6081.9 *60/67.8 +88147.8 +8081.3 */-57 +6041.3 +6041.3 48-1/4' *70-30 +7040 +70-69 *70-90 +70/-90 +70-93 +707-90 +78144.1 +7084.1 +7044.1 +70/-80.1 +147.6 *7040.1 +60.70 +6081.7 *80-70 *80/43.2 +/68.4 +60/43.2 *8083.2 631/8' *70.90 *78140 *78143 +10-90 +7040 +70-84.1 +7084.1 +60.70 +801-70 *60/.70 *80.70 *807.70 +80.70 *6047.9 *80147.4 +8047.6 63' +70/90 +7040 +70-90 *7043.2 +7043.2 +70/-77 +70/-77 *9047.8 +80-87.8 *6047.8 +301432 +8083.2 *6043.2 63' +70-90 +70/40 *701-00 +70-78.8 *70/-76.6 *70.70.1 +781-70.1 *0041.3 +93/81.3 +8041.3 76' +7090 +7041.8 *70.76.7 */88.0 *148.9 *1.88.8 046.8 84' +701.90 +78140.4 +70.71.3 044.2 +/-54.2 1) THE WINDOWS WIDTH AND HEIGHT MAYBE INVERTED. F)OURE FOR VERTICAL FRAME ASSEMBLY TUBE 10' MAX. WINDOW DIMENSION 'A' FRAME ASSEMBLY TUBE WINDOW ADDITIONAL DIMENSION' ANCHOR 'E. (4), IF REQ. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION .8. FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL WINDOW ANCHOR DIMENSION (4). IF REQ. 'A' SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 4pprorcd 61 complyl9g Yilth lUe Florida IdrnpCod - Dote !• . NOM/ i1V.ft �t 99�oral Dude Product •.(ro S3: I N 00 8 80 1 k- rnN rx� Zoo. o 2Vm"j Q wZ�RO > n Y z Oz V NN741/�,„ \\GENS/ •'. 'P )fl l STAT_Luz: STATE ;///79;'i M ON- A. LYNN MILLER, P.E. P.0000705 +\\1111111 No. 58105 CERT. OF AUTH. #29296 Y1! FOR GLASS TYPES: 5) 7/8" LAMI. IG:(1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) Approved nsooInldylog w0h BIP Florian 0,Minn cal Date f 1 TABLE 6:`0 Anatol Dodo ProdactIL fro Deogn Praseura (po6for Single Windows, AU Anchor Groupe I L RYI Short 81ae T under 27 28.0178' 2734' 331/7 37 44- 48-114' 63-1/8' 68' 63' LONG under 23* +707-90 *701.90 +707-90 +70690 +7790 +701-00 +701.90 +707-80 +7790 *701.90 SHORT SIDE 2810116' +701-90 +707-90 +70080 *70690 *70190 .70090 +701.90 +77-90 +701.90 *701.90 SIDE 37' +70'•80 +70/-90 *70090 +701-90 +7790 +70090 +701.90 +701.90 +701.87.8 +701.79..9 co B 44' +77-90 +77-90 *70090 +70/-90 +7790 +77.90 +77.90 T } LONG ,y„] 4 SHORT .. o 48714' +77.93 177-90 +70/90 +77.90 +77-90 +77.90 *701.90 I SIDE -""I SIDE I_ P' 63178' +701-90 +7790 +7790 +701-90 +7790 11 9 69' +77.90 +701.90 +77-80 +77.90 +77.878 1) SEE SHEETS 1, 4 & b FOR WINDOW ANCHOR p 63' +77.90 +701-80 +70/-90 +701-872 +77.70.8 LOCATIONS AND QUANTITIES. d M 78' +77-90 +77-90 +77.80.3 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY J z Q 84' +77-90 +77-90 +7781.3_ OR HORIZONTALLY AS SHOWN. .. 1 rr Z Q .m TABLE 7: ` J 0 L Deegn Pressure (pet) for Windows Attached to a Frame Assembly Tube CO dPtk :SIGN PRESSURES PER GI CED CASEMENT WINDOW 1 U. O Window Dimension 'A' •' 0 CO u under 23' 2817107 27-3/4' 33-1/2' 37' 44' 489/4' 63-118' 68' 63' A A 0 r`h Anchor Group Moho( Group Artolor Group Mahar Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group n By. 20SOWSKI A0 A8 89 A.CBD 8 A,CBD 0 A B C80 A B C8D A 0 080 A 8 0 0 A 9 C D 5I- under23• +701-90 +7790 *70/90 *7790 +77921 +7790 +77-74.3 +70479.7 */62.6 *77-90 +77.72.7 */d8.0 +7790 +/68.1 *141.8 +7790 *1-80.0 *1-47.4 +77.87.6 +77.80 035.7 +043.6 +77807 +77.89.6 Z 281716' +701-90 +7790 +70/90 +7790 *7790 47744 +7790 +77-70.7 +70090 +7790 064.4 +77.90 +7793 */-68.8 +7790 +7790 */-83.8 +77.84 *7790 +77.90 *1-49.3 +7777.3 +7790 *77410 I. 37' +701.93 +77-90 +701-95 +70/90 +77.90 +7790 *77.90 +70/.90 *7790 +77.90 +77-90 +77404 *70/90 +7790 +7760.6 +7790 +7747.8 *77.73.6 +7747.8 +701-87.8 +77.79.9 +147.8 +77-70.9 +77-79.9 44' +701-90 +77-90 *707.0 +7790 +7790 +7790 +7790 +77.90 *7761.6 +7790 +77.90 +707-74.4 *77.90 48-1/4' +70690 +701-90 *7790 +7790 *7790 *7790 +77-90 +7790 +77692 +7790 +7748.6 +7741.3 +7790 O 63-1/8' *70090 +7790 +701.90 +77-90 +7790 +77.90 +7790 63' +70/90 +70190 +7790 *7799 +7790 +70147.8 +7747.8 ti 63' +77-80 +70790 +70/90 +772 -87. +77472 +77-79.9 +77.79.9 Q 76' +70690 +70/90 *7746.3 U 84' +701.90 +7790 *7741.3 t g 1)THE WINDOW'S WIDTH AND HEIGHT MAY BE INVERTED.' u.r 4� w Ln e KIS pN�{ mho A N W FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE > ,N n a FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE zz ,I 0. 10' AggE,y ASSEMBLY TU SEE SHEETS 1, 4 8 6 FOR WI ALOCATIONS NCHOR WU400W DIMENSION B• FRAME ASSEMBLY TUBE SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND ",2••2 � it a Y o p o z z 0 f'-.: -J- WINDOW1 QUANTITIES- 800 SHEET T11 1 _J... 10• MAX.UANTITIES. 1� SEE SHEET 3FOR ANY ADDITIONAL ,71(1lf ilii/,r O DIMENSION •N ANCRANYADDITIONAL ANCHORS REQUIRED FOR THE FRAME �\ ADDITIONAL ANCHORS REQUIRED FOR THE FRAME \�� LYNN. /// .\• N� M�( �/, '•..,".1' -l- WINDOW I ADDITIONAL I DIMENSION ANCHOR 'g. (4), IF REO. ASSEMBLY TUBE. WINDOW DIMENSION .q I ANCHOR I'"r- (4), IF REQ. ASSEMBLY TUBE. �� ENS -42?•••.-lG F * �' • s 4, No. 58705 'ccs SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS A �'•. 3 Ifs %pX`�S . 1ORIOP'••&j�, ///,,S,ONALs A. LYNN MILLER, P.E•888705 13 uJ; P.E. 16.te-Ia FOR GLASS TYPES: 2) /16" LAMI. (3/16" AN - .090" SGP - 3/16° AN) 718" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16° AN - .090" SGP - 3/16" AN) TABLE 8: SHORT SIDE TM ---LT 1 LONG SIDE L SHORT SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. • Design Pressure (psi) for Walk Windows, An Anchor Groups siwl6lde under 23' leder 23• 25-16118' 29' 31.1/2' 34' 40' C.) GO' 83' 87.12' under 23. +90/-130 +805130 +90/-130 +905130 +901.130 +00/-130 +881.130 +80/.130 +901-130 +801-130 20-18/18' +005130 +80.130 +805130 +905130 +50/--130 +80/-130 +901.130 +901.130 +907.130 +805130 C +905.130 +905130 +80/.123.1 +555118.8 +905110.7 +905.100.7 friar+/- 88.1 +/-83.1 N- 78.3 1 8 •• +805130 +905430 +905420.7 +001-113.8 +901.108 +901.87.6 +5 84.8 +/- 80.6 N- 78.3 +5 76.1 a 72' +001430 +901.129.2 +501-118.7 +905111.8 +801-105.8 +80585.1 +7.81.3 +-78.1 +-73.8 +70590 g78' +195130 +901-127.8 +905117.1 +901.1102 +901-104.1 480563.2 +5 78 +- 72.6 +. 61.8 +70581.2 84' +905-130 +905125.3 +587-114.6 +605107.5 +901.101.3 +5 869 +5 70.7 +70.80 +70.80 +70.90 114' +501-130 +805118.8 +801.108.8 +901.101.4 +93585 .1-73 +70-74.3 +7080.1 +70-74.7 +588.9 134' +901-130 +501-117.3 +901-108.3 +901.99 +90.92.8 87.1/3' +70.80 +701.90 +701.80 +70-90 145' +905.129.8 +801.118.4 +905.105.3 +e(588 +70.90 +70.77.4 +69.3 +7084.8 +1.89.7 *582.4 SHORT SIDE TM ---LT 1 LONG SIDE L SHORT SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10' MAX. WINDOW DIMENSION A FRAME ASSEMBLY TUBE WINDOW DIMENSION 'B' ADDITIONAL ANCHOR (4), IF REO. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL WINDOW ANCHOR DIMENSION (4), IF REQ. A' SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Approval 81 complying with tht Florlde 5.181+9 Date 4. 1/.OA8 V4111V41%1414 A lam D d* Product 8y N 0 O a co M rc 205 + ii.n \\NsI LYNN 4///// „‘\%\\:.** Pa..............•.... • * No. 56705 ••* ;�Q S AA EF3 ' •��` ///SSONAL1E ‘\% A LYNN M8 -ER, P.E. P.E.868705 `\11111 I1II CERT. OF AUTH. 829296 Design Pressure (psi) for Windows Attached to a Flame Assembly Tube Window Dimension 'A" under 23' 25-15115' 28' 31.1/2' 34' 40• 54' 60' 83' Anchw Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anew Group Anent Group Anohor Group All All AB A,C&D 6 A,C&D e A B C8D A 8 C 8 D A 5 C D A 0 C 0 under 23' +701-90 +70580 +70590 +70580 +70587.4 +70.50 +70580.8 +701.87.7 +588.7 +70-80 1585 +1-80.8 +70580 +588.8 +45.8 +70.84.7 +701.80 +-557 +1.43.8 +70580.7 +70589.6 25-1018' 701-80 +701-80 +705-90 +70590 +70.90 +705.90 +701.80 +701.77.7 +701.90 +70.80 +5 57.8 +70590 +70580 +. 61.8 +70581.2 +781-90 +70590 +49.3 +7Y-77.3 +70(-g0 +701.90 F 83' +70.90 +70.80 +70.80 +70.90 +701.80 +70.90 +70-90 +70-00 +70-80 +70/-80 +7083 +70-74.3 +7080.1 +70-74.7 +588.9 +7088.1 +7080.1 +70.71.1 +583.7 +70583.1 +70583.1 87.1/3' +70.80 +701.90 +701.80 +70-90 +70.90 +70.90 +70.80 +70.90 +70.90 +70.90 +70.77.4 +69.3 +7084.8 +1.89.7 *582.4 +70410.8 +70430.6 +436.4 +559.4 +70.78.3 +70-78.3 72' +70.80 +701.90 +70.90 +70-90 +70590 +70.90 +70590 +70-80 +70-90 +701-90 +70-728 +70.73.1 +70.81.3 +585.3 +059 +70.79.1 +70-78.1 +0-2.2 +555.7 +70.73.8 +70.73.8 o 76' +70590 +70590 +70-93 +70-90 +701.58 +7080 +79590 +70.90 +70.90 +70-90 +70.78 +88.3 +70.78 +581.9 +182.4 +70-726 +70-72.6 84' +70.50 +70590 +70.80 +70.90 +70.90 +70-90 +75590 +70589.9 +7089.9 +70.899 +7070.7 +627 +701.70.7 114' +7090 +70590 +70160 +7000 +70593 +70-90 +70580 +70.73 +70-73 +70-73 134' +70.80 +705-e3 +70-90 +70590 +70-80 +70-90 +70590 146' +70.90 +70590 +70590 +7060 +70/.83 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10' MAX. WINDOW DIMENSION A FRAME ASSEMBLY TUBE WINDOW DIMENSION 'B' ADDITIONAL ANCHOR (4), IF REO. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE WINDOW DIMENSION FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL WINDOW ANCHOR DIMENSION (4), IF REQ. A' SEE SHEETS 1, 4 & 6 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Approval 81 complying with tht Florlde 5.181+9 Date 4. 1/.OA8 V4111V41%1414 A lam D d* Product 8y N 0 O a co M rc 205 + ii.n \\NsI LYNN 4///// „‘\%\\:.** Pa..............•.... • * No. 56705 ••* ;�Q S AA EF3 ' •��` ///SSONAL1E ‘\% A LYNN M8 -ER, P.E. P.E.868705 `\11111 I1II CERT. OF AUTH. 829296 1*,rv.zrtr.e. FOR GLASS TYPES: 3) 7/16" LAMI3/16 HS - .090" SGP - 3/16 HS)approved ( 7) 7/8" LAMI IG: 3/16" AN - 1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) es camplyln8 %4U4 W9 Florida uktinp Cud Dale 9) 7/8" LAMI IG: (3/16" T -1/4" AIR - 3/16" HS - .0900 SGP - 3/16" HS) AMOM ;i Da :produetl-pl TABLE 10:\Iy`': ..... I i Groups I Design Pressure (psi) for 89 o Windows, All Anter L T Shod Sae Ij alder 23' 2618/18• 29' 31-1/2' 34' 40' 84' 80' 63' 87-1/2' LONG z under23- +90/-130 01.7 +930 4901-130 +901430 4907-130 490/.130 +90/-130 +901-730 +901.130 +90/-130 SHORT SIDE SIDE 2618/18' +9(2-130 *001-130 4901-130 +90/.130 +001-130 +90.130 +90/.130 +901-130 +901.130 +901-130 83' +901430 +901-130 +901.130 +907-130 +901.130 +907430 *90/-130 +90/-730 +901-130 4901.130 T _I._ .1 87.7/2' +98.130 *90/.130 4001.130 4901.130 4901-130 *991.730 *001-130 *901-130 4901-130 +801-130 1 I..._ LONG .-..I I SHORT l_._Q '- �'7 0 72' 4907-130 +901-130 +90/-130 +90/430 490/-130 400/-130 4901.130 4901-130 4901430 SIDE 0I0E0.1 ap E78' +007.130 +90.130 +90/-130 *901.130 490/-730 *901-139 +90/.730 +001-130J 1 SEE SHEETS 1, 4 & 8 FOR WINDOW ANCHOR $ Q 84• +901.130 +90/430 4901430 +90/.130 4907.130 +937.130 +901.130 LOCATIONS AND QUANTITIES. V 114' 490/.130 +98-130 49W-730 +98.130 +801430 49W-130 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY '&Vr J +901 -130 +93/430 +830 0.1 +98-130 4901.130 OR HORIZONTALLY AS SHOWN. 6 rY Z Z t134' q 140' 480'-730 +90/-130 490/-130 4901-130 Q TABLE 11: NQ r J 0 c > r LL Design Presets" (psf) for Morrows Attached to a Frame Assemty Tube A Description: DESIGN PRESSURES PER Title: FIXED CASEMENT WINDOV O 0) Window Dimereion'A' O 6 uncle, 23" 2618116' 29' 31.1/2' 34' 40' 84' 80/ 63 - Drown 8y: J ROSOWSKJ Anchor Group Anchor Group Anchor Group Anohor Gaup Anchor Group Motor Group Anchor Group Arolo Group Anchor Group .. ~, A9 Ad A9 A,CBD B A,CBD B A B C 8 0 A 8 C&0 A 8 C D A 0 0 0 ,I+Z under 23" +70/80 +70740 478.90 470.90 *70787.4 +70/80 *70/.80.8 *70/.87.7 +1.887 4701.90 4185 4/-50.8 +701.90 089.8 +7.48.8 +70/.84.7 470-90 +/-897 443.8 +78.80.7 *791-89.6 20.75/18' *70/90 +70.90 470/80 *701-93 +70/-93 +70790 *79790 4701.77.7 .70100 *791.00 +740.6 +701-90 +70.90 +191.8 *78.81.2 *787.90 +701-90 449.3 *701-77.3 +78.90 +701.90 83' 470140 470/.00 *701-90 +701.90 470/.90 +701-00 4701-90 +701.00 +701-90 *701.90 *701-90 +701-90 +70/-00 470/.90 470/.90 +701-90 +701.80 453/.90 *701.87.8 +701-90 4701.90 87.1/2 +78.90 +791.90 +701.90 470190 4701-90 +70190 470.90 *701-110 +70-90 +707.99 *707-90 +701.90 *70/.90 *79190 +707.90 *70/430 *70790 *70/.90 470190.1 470/.90 470/-90 72' +70190 470/.90 +701-90 470/-90 470/.90 +70/90 478-90 +791.90 +70.90 *741.90 +70190 +701-90 +707-90 +70790 *707-0 +70-90 +70.90 +791-90 +78.90 +701.90 478-90 78' +70/.90 +7x•00 +70/.90 470/.90 +701.80 +73/.80 4701.90 +70190 *701.80 *70%90 *70190 *70190 +701.80 +741.80 4707-90 470/80 *701-90 a1.7 84' +707.90 +70790 +70/-90 470/9D 470790 +70790 +70790 +70190 *79190 *7090 +70/90 +70790 +791-90 114" 470/80 *101-90 +701-90 +70190 +70190 *701.90 +701.90 +701.90 +70190 +701.90 g U 134' *70799 +70/.90 +707.90 +707.93 +70/-90 *79140 4701-90 145• +70/90 470790 *7090 +70790 *70.90 o: A 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE Lr,ii.-1i �N d O NDN RI N n a N ah FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE Ilip _FRAME Lj m N a MAX.0• FRAME MAASSEMBLY TUB SEE SHEETS 1, 4 & 8 FOR DOW ANCHOR LOCATIONS AND WINDOW DIMENSION LY TUBE BEE SHEETS 1, NCH FOR WINDOW ANCHOR LOCATIONS AND \ • l z o p a Y o z o w QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL �� 10' MAX. QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL \\L 11t I L LkVrV I/17 7"„ / r v DIMENSIONWINDO •A• �I A ANCHORS REQUIRED FOR THE FRAME ADDITIONAL ANCHORS OR THE FRAME TUBE. ``\, ��0�( 7J9/�� r�i�� r•'\CENSE'•, ,p ��WINDOW ANCITIONAL DIMENSION ANCHOR 'B' (4), IF REQ. ASSEMBLY TUBE. WINDOW DIMENSION .A. ANCHOR (4), IF REQ. ASSEMBLY ` Q� ..‘.i':.:::::'..:::." -' ; • : h''• =• No��jjjyyy5��87`�`05 r - SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS -p ' (it-rTi� �O�t, BTATEOF�7�'•lV4.: %,�`s ••.F<ORIDP,,••• G\�•. �'/.s�oNAI- rs•" \\ A. LYNN MILLER P.E. P.E.988708 FOR GLASS TYPES: 4) 7/8" LAM!. IG:(1/8° AN - 7/16" AIR - 1/8" AN - .090° PVB - 1/8" AN) 4PProved escomplylogwtll+ the Florida Balding Calk Date 1 TABLE 12: &MAU, t+ NI Dela act 'Dattel ^ Des Pressure (psi) tor SMgle Windows, Ail Anchor Groups BY y ....• 90 L � Short Bide wider 23• 26-18/16' 27314' 33-1/? 3T 44' L 40.114- 6318' 88' 6T LONG under 23- 4607-70 +607.70 +601-70 +601-70 +801.70 +88'•70 4601.70 +80/40 +80/40 +60/-70 SHORT SIDESIDE •- 2616/18' +88'•70 4801.70 +807.70 4801.70 4067.70 +801.70 +607-70 +601.70 +601.70 +601.70 as 3T +601.70 460740 +601-70 +60170 +60/-70 +801.70 460/.70 +067.70 +60/70 +80/.70 44' +007.70 +607-70 4601.70 4607.70 460/-70 4607.70 4601-70 +607.70 460189.8 460/82.9fa I 1_,.,_'+"1 SS 01 4314• 460/-70 +801.70 +801.70 (68'•70 4801.70 +801.70 4804.70 480/.70 +601.04.9 S D N53-4/8' +60/70 +60/40 +807.70 +607-70 460/.70 4607.70 4607-70 +607.69.5 68' +60/.70 +801-70 +607-70 +801.70 +801.70 460/88.8 480784.9 ) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR w 441. 0? +801.70 4601.70 +807.70 4607.70 +601.70 480752.9 LOCATIONS AND QUANTITIES. J • 76' +60/70 +601.70 +601.70 +007.60.6 +7.67 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY , Q 84' +601.70 460.70 +667-70 +7-55.8 OR HORIZONTALLY AS SHOWN. c %.) z z a g o�5_ TABLE 13: N d W P 0a419a Pressure 7700 for Windows Alt°.hed to a Frame Assembly Tube Won: >IGN PRESSURES PER GL ED CASEMENT WINDOW D Ll. Window Dimension •A- 0 - 0 under 23' 2615110' 27314' 33-1/7 3T 44' 48.174' 63178' lib' 03' t.4' t7() & 0 Anchor Anchor Anchor Andra Anchor Group o 0 0 r$+ Group Group Grow Group Group Anchor Group Anchor Group Anchor Group Anchor GIMP Anchor DSOWSKI A0 All A0 A0 All A.000 B A B CSD A B 080 A B CSD A B CSD U) wan 23. +607-70 4601-70 +601-70 +001-70 400/70 +60/-70 +601520 +00-70 *758.9 +001-70 +0056.1 +/61.8 +001.70 +00.60.5 47-47.4 +801.70 +155.7 +1-038 +60.70 Li Z 2616116' +60/.70 +001.70 460/-70 460170 +60/70 *601-70 4607-70 400-64.4 +60/.70 4601-70 41-88.8 +60/.70 4801.70 0/.63.8 +60170 +601.70 +/49.3 4607.70 460/70 I° 37• 460/-70 +007-70 +001.70 480470 460/70 4601.70 +80/70 +007.70 +80.70 +80/70 4607-70 +80/70 +60/70 40.70 +601.70 +60-70 +60/-70 +6057.6 +00/70 44' +05-70 4607-70 405-70 460/-70 +80/70 467-70 460/70 +60/70 460/70 +0-70 460/-70 +6057.7 +00/70 460749.8 +60751.9 +607.69.8 +801829 +7.87 +60162.9 461/4' +001.70 4007.70 +05.70 480/70 4607.70 +607.70 +607.70 +60/70 +60787.8 +60/70 4601.70 48051.7 +00/70 460/54.0 +40.4 +60161.9 6 83116' +80/70 +05.70 485.70 460470 +0.70 +60/70 4607.70 460/70 +65.70 4607.70 +05418.3 460/87.4 +60/59.3 0 66' 4601-70 +001-70 4001-70 485-70 465-70 +8559.8 +80/59.6 4607.64.13+8554.9 +8589.8 0 63' +60/70 460/•70 +60/70 465.70 +601.70 +0542.9 +807528 :; 1.•' 76' 46W40 +60170 +65-70 460180.6 +187i 64' +65-70 +601-70 +60/70 M-65.6 D• g (� ) THE WINDOWS WIDTH AND HE/GHT MAY BE INVERTED. _ g a _ sad_ Lgr..43 & _0 p0/ AN )n FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE gl• FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE(�z :71A 1 m0/ 52 10' FRAME i MAX ASSEMBLY TUBE SEE SHEETS 1, 4 & 8 FOR WINDOW ANCHOR LOCATIONS AND WINDOW DIMENSION 1r ASSEMBLY TUBE SEE SHEETS 1, 4 & I5 FOR WINDOW ANCHOR LOCATIONS AND L woo o z oz ra` rc QUANTITIES. SEE SHEET v WINDOW QUANTITIES. SEE SHEET }IMP 10• MAX. FOR 1 I I / / 0,. DIMENSION I 3FORANYADDITIONAL ANCHORS REQUIRED FOR THE FRAME ADDITIONAL REQUIRED ANCHORS REQUIRED ANCHOR3 FOR THE FRAME \. `\�\ �Id`( LYA : ��•' y10ENSF'•<<F`�� V ,y�i.�/ fWINDOW ADDITIONAL I �DIMENSION� ANCHOR B (4), IF REQ. ASSEMBLY TUBE. WINDOW DIMENSION A ANCHOR I"-' (4), IF REQ.: ASSEMBLY TUBE. \i‘..• 'P No. 58705 .• 0(E SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS :-.)3 • ST O s,,'•F<ORIOP.' ..• em'',/L9,9,••NALENC`` t 0. LYNN MILLER, P.E. P.E.068705 Oil ASSEMBLY DETAILS Lf INTERIOR TABLE 19: AS REQUIRED PER TABLE 3, SHEET 4 Item Dwg. 8 Description Mat. 1 7005 Main Frame Head, 5111 & Jambs 8083-T6 Alum. 2 7071 Anchor Plate 8083-T8 Alum. 3 7007 Installation Hole Cover 6083.16 Alum. 4 7010 Frame Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 10 7055 Fixed Frame Hole Plug PVC 31 DuraSeal Spacer 32 1733 Setting Block 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 1-7/16" x 1-1/4" EPDM 35 7036 Bead B 6083-T6 Alum. 36 7042 Bead C 6083.78 Alum. 37 7059 Bead D 6083-T6 Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899 Silicon Backbedding 70 134 Add-on Flange 6083.76 Alum. 71 7004 Casement Frame Assy Tube 6063.78 Alum. 86 #8 X 1-1/2" Quad Pn SMS Stainless Steel Stainless Steel 90 812x 1" Ph. Pn. TEK Stainless Steel OFRAME HEAD, SIL. & JAMB #7005, 6063-T6 993".040' 1.368" 1� A41" 289• .125' .082" 2.701' .093" 71 FRAME ASSEMBLY TUBE #7004, 8083-T6 OINST. HOLE COVER O ANCHOR PLATE #7007, 6083-T6 #7071, 6063-T6 708' 050 _L .050 86' 35 BEAD B #7036, 6063-T6 .523' .060' Jr� .886' 36 BEAD C #7042, 6003-T6 03' .093' v r .093' 'tjjLT ADDON FLANGE 70 #134, 6063-T6 —+-� r+— .172" 050' { -+I I+ .669" 37 BEAD D #7059, 6063-T6 P.E.668705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 Revised By: Dote: Revision: Revised By: Dote: Revision: 4p11roved es eompiyixg With the Florida A141 , Code Date t¢OAM Description: Drown Br BOM AND EXTRUSIONS J ROSOWSKI TRW Dote: FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 Series/Model: Scale: Sheet: Drawing No. Rev: CA -740 NTS 11 OF 11 MD-CA740F-LM 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 t = t ' urncane one. MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midacie.eovteconomy DESCRIP ION: Seri"e!W 701/ 720/ 820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD -72 i, t e• ertes 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 Con AO - i MISSILE IMPACT RATING: arge 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 there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 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. Ex NOA No. 13-0502.03 ration 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 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 ith marked -up drawings and installation diagram of aluminum fixed window, prepare by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/1 , 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 07118 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Subm fled under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-1 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 D395B 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 Industries for their Series "PW - 701 Aluminum Fixed Window — L.M.I." approved on 02/02/12 and expiring on 02/19/14. E 2 • Jaime D. Gascon, P:S. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 WI 9 L �a Z A1a f •=a L'0438-072-aW DISMOSOH r £L2L/4 OIdOL SIN OZ8-Md OZL-Md NOIIVA313 V S31ON Tit13N3`J saNn aIne NOIIV11VISNI MOCNIM O3XId o9 -o8441.V6) 4LZtE ld `SIWONON 6ZSL XOS'O'd SLZ4E ld `30IN3A'N 3AINC A9O1ONH031 OLO +T l Ili ��l I I I_� g s,,E.0 RI i \ W Ft= L 1 i TI l�l�l I I l I� �g� tog kg g off z p2 w0 w$Lyo 0 m ai�pw Fa w FQz NIL wl- w14 wiee �a 1 gm F le 6�� s O°g Wig 1114ig �� Bp Qa� 3� zq� F}' woo 18 HOZ orzY w m °C Zvi° �'JO� uLLpmg zWo ?wd o e$ �gqd° Fd zm d 0 UI -W° °8TIZ U3fficuA N UgpOLLZXUm O --13 ==sOw.,gr- - I U� 11111144 w�m�m a- s Z 0 co w t z 0 Tr r TI sI iL_ L i k-.11.1913}1-•-1 k-1HSI2H--1 1—.u409H L— i�--- -�1HSOH-+i k-114SI3H--i 6 0 O N M b 6 2 a 2 2 w a b a w 5 0 to P. 0 w 3N W V b m ta.dd d4 logg igli pzg w006 o g m W Z 4 8 twc 4 u�W1 z ow 0 U 7/18' LAMINATED _ GLASS STACK 3118' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY 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 711E NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE W THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. • Window Design Pressure (+1., psf) for Glass Type 1 Lang 5188 (in) . `87-7/6 72 78 80 84 88 52 98 100 104 109.112 € 3 2 w 30 4.86 41.80 +1.80 480 +180 4.80 +1.80 +1-80 450 4.80 +1.80 32 4-80 +150 480 +180 480 +150 +1.80 +150 450 4.60 450 34 +/-80 +180 +/-80 4-80 +1-80 .180 +/80 +1.80 450 +/-79.8 +/-79.4 38 +150 450 +150 +150 +180 450 +1.79.7 4-77.2 +175.1 4.73.4 .1-72.2 (36) *140 +1-80 +1-80 4-80 480 +1-78.1 4.75.2 +/-725 4-70.3 +188.5 +/-68.3 `48" + .1410 +1-80 +1-79.8 +1-77.2 +1-74.3 +1-71.3 457.9 +185.1 +183.4 461.8 42 480 4-80 .180 4-71.4 4-74.3 471.3 488.2 +/-64.7 461.6 +159.6 +/58.2 44 450 450 478.9 +/-75.4 +1-72.1 +188.9 +155.8 +/-822 +159.7 457.5 483.9 46 +180 450 +1.77.2 +/-73.0 +1.70.1 .180.8 +1.63.5 +/503 457.7 +1861 485.1 48 480 +/-79.3 475.0 +/-71.9 +156.3 4849 +481.5 +158.2 489.5 +1858 50 +1.80 477.5 +1.74.1 470.3 4887 +183.1 459.7 +/.75.3 471.3 487.5 52 479.1 475.8 .1.724 +188.8 +185.1 +/81.5 .1-77.7 473.5 4598 54 ./-77.4 +/-73.8 +/-70.5 4.81.3 +/83.5 4.79.6 +/.76 +1-71.8 58 4.758 472 +/58.8 465.3 +1.80 +477.5 4.73.8 58 +1.742 +/-70.3 488.8 +150 479.4 +1-75.4 80 4727 +158.7 485 4180 .1.77.8 +1-73.5 62 +1-71.2 +187.1 82 +/50 475.8 64 489.7 +/-65.5 64 ./-788 4.74 68 41883 66 4-77.2 67.718 +187 67.7/8 +1.749 7/18' LAMINATED _ GLASS STACK 3118' ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY 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 711E NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE W THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. • .090' PVB INTERLAYER 3/10' HEAT STRENGTHENED GLASS 616' GLASS BITE SHORT EXTERIOR SIDE a ri7' 1-1/16' NOM. GLASS STACK 3/16' TEMPERED GLASS 7/16' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 811-7/8' O.C. MAX NOTES:, DIMENSIONS SHOWN. FOR FP FLANGED iE NDINDOWS, SUBTRACT UBT SHORT AR OTHE NO PIPMO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES N 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. SHORT SIDE F.- LONG SIDE TABLE DIMENS ONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16' LAMINATED GLASS STACK 3118' HEAT STRENGTHENED GLASS 3/18' ANNEALED GLASS 090' PVB INTERLAYER 618' GLASS BITE EXTERIOR a GLASS TYPE 3 SHORT SIDE SHORT SIDE PRODUCCRIWRWED ascomplying svIBtthe IlorldaMolldIng Code //""�� ^/ Magnums t 94?. 0 Maml Deo. . , 4 8 wF 0 WON N Cid 2 roN sac 0 LL 0 lV Won •nu 8*a ewws ow 11111/i, C-�G6N �• 41/L7 „�i No. 58705 • �O•'. STAE F Lll /Ss110NAV A. LYNN MILLER, P.E. P.E9 68705 Window Design Pressure (+1-, psf) for Glass Type 3 Log Side (In) 87-7/8 72 78 80 84 88 92 96 100 104 109-82 f 348 63 m 30 450 +1.80 +180 .1-80 ./80 +/-80 +1.80 +150 450 +150 +150 32 450 +180 .1.80 +180 +/.80 450 450 .1.80 +/50 .150 450 34 450 +180 +150 450 +1813 +1.80 +1.80 +180 +150 +150 4.80 36 +150 +150 +150 +150 +180 +180 480 +/50 +/50 +1-80 4.80 38 *140 .150 +150 480 4180 480 480 +1-80 *179.4 4-78.4 .474.3 40 450 .150 +180 450 480 +180 4.80 +1.78.7 473.5 4.70.9 +189 42 4150 450 450 4/50 480 480 4.77 +1-731 4/69.8 +188.9 465.2 44 450 450 +1.80 450 .180 .1-77.8 *474.1 4703 .187.5 483.9 48 +180 +180 +1.80 +150 479.2 .1754 +1-71.7 +1861 485.1 +1-80 +140 +1.80 480 477.2 +/-73.3 489.5 +1858 50 .180 450 +/.80 .1.79.4 +/.75.3 471.3 487.5 52 +150 +/-80 450 .1-77.7 473.5 4598 54 ./50 41.80 4.79.6 +/.76 +1-71.8 58 480 +1.80 +477.5 4.73.8 58 +150 479.4 +1-75.4 60 4180 .1.77.8 +1-73.5 82 +/50 475.8 64 ./-788 4.74 66 4-77.2 67.7/8 +1.749 .090' PVB INTERLAYER 3/10' HEAT STRENGTHENED GLASS 616' GLASS BITE SHORT EXTERIOR SIDE a ri7' 1-1/16' NOM. GLASS STACK 3/16' TEMPERED GLASS 7/16' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 811-7/8' O.C. MAX NOTES:, DIMENSIONS SHOWN. FOR FP FLANGED iE NDINDOWS, SUBTRACT UBT SHORT AR OTHE NO PIPMO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES N 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. SHORT SIDE F.- LONG SIDE TABLE DIMENS ONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16' LAMINATED GLASS STACK 3118' HEAT STRENGTHENED GLASS 3/18' ANNEALED GLASS 090' PVB INTERLAYER 618' GLASS BITE EXTERIOR a GLASS TYPE 3 SHORT SIDE SHORT SIDE PRODUCCRIWRWED ascomplying svIBtthe IlorldaMolldIng Code //""�� ^/ Magnums t 94?. 0 Maml Deo. . , 4 8 wF 0 WON N Cid 2 roN sac 0 LL 0 lV Won •nu 8*a ewws ow 11111/i, C-�G6N �• 41/L7 „�i No. 58705 • �O•'. STAE F Lll /Ss110NAV A. LYNN MILLER, P.E. P.E9 68705 i *a Zia r AO!! L'OZ8-OZL-OW I) SMOSO2I r £LIZL/4 m 35' OL:O£ S1N11 OZ8'Md OZL-Md S31OVL 3M11SS3ldd NDIS3O S3NIl3OIf O NOLLV IVJSNI MOONIM O3XId O09L-09 -(UV8) Van id `SIWO)ION 6ZSL X09 'O'd 9LZ4£ 1d `3OIN3A'N 3AJb1C AOOION O .L OLOL F Window Design Pressure (+A, pap for Glass types 2 & 4 211 844 tilts TT f9$$ ♦ n pT 9 pp tegA4 TTTT v41411, f T , T �.�� 4 11414 4 .aRIF43.411 134444444 T r i T i T T T f 8449.4444444 01111114111 2444M4444g i x444444444444; • T $44414444444446 ^444444444444444 i• T i f+ T T . QT g gT g g+ 9 gT g p g44�m44444444444444 f T i T f T T ^. T T E44444446444442444444 (W BPlS 1+W6 0 8 1 0 s §9 q 3118' HEAT 8 A0a E •aL fib L'OZ8-OZL-QIN INSMOSON f £lrLlJ4 44,1 OI.4O4 S.LN OZ8-Md OZL-Md £ S318V132it1SSENd NOIS3Q S3NIl3QifD NOIIVTIVISNI MOQNIM Q3XId OOSL-OSh`(w6) 'MK ld '81110)10N 6291 X08 "O'd SLZ4£ ld '3OIN3A N a a.1OO1ONHO310LO1 IV GLASS TYPE 5 Window Design Pressure (+1-, psf) for Glass type 5 04'.."«:11.-; ''.;4"i;";3 1 R d Y O r 8.1m <bYCD n 8 ;i1-7,.1-0,-.- ��'W tb 11n1 M-�o err 11 4 21,1n.. G8§M7!!441 0)10r ...--... in m 817 n in •. • € .. ren ;;;;::,4 ��.•, � g aP V ly Nln baD Egr+ 100 §001 b b G� ♦ qi:E4RN.?,!,710.010.010 17 QQ 144 + -- . .4440 0°,'r, 4449 4 47 fG .1... O A N N, +...17.777.V.17—V17 0 .. b m b N b, 7 b 1 1 1 0$ (� « N P i •7:1:17171.'-'1'7:1-.« kNr0 giriOS�;Wq i + Oto,,....,Imo.M1 amxxxv43QSSmssase10 (s.) Boss vas i LL Oyq y G ; g g O 1 1g O Q d$ .0IzDi 8 Ill! . -111 F Fxa� Z g wwn PFE SILL! fol' ogqciw2E w 12 llvw.. Z as i— J 11 7 C w GLASS TYPE 7 Window Design Pressure (+!-, psf)forGlass type 7 EI .407.7-711 m -EI- . 1 R d Y O _ 8$ g 4 m 4 A g 4 4 0)10r in m 817 n in •. • € .. ren ;;;;::,4 ��.•, � g aP V ly Nln baD Egr+ pp 10 1.y'' b b G� ♦ O N{NQ4 NQ rbm{ « + r3 ggg4 4 47 C giriOS�;Wq Oto,,....,Imo.M1 amxxxv43QSSmssase10 m (W ODIs UaS a I owa gm?! rA.a L'OZ8 OZL'OW o 01. dO S SIN M9 -Md 072 -Md DISMOSO2! f S318H1321f1SS3Md NOIS3O £,scut S3NI13OIfO NOLLVTIYISNI MOONIM O3XId OO9I-OB t'6) bLZ4£ ld `SIWONON 6ZSI• XOS O'd SLZt+B II `30IN3A'N 3N2lO AJOIONH031 OLOL 14.1.rroao'1113O \‘‘,0% tit y. 8 W � LL Q; a r O:Z3w z zotit .7g PROS``` .mg rn 0 T g G t OHO J W N mao I -ox 7 0 O co w y Lag Sfde M) e7-7/6 I n 1 7e 1 80 1 84 1 88 1 82 1 oe I 100 1 104 1 1o04/2 1 112 1 110 1 120 1 124 1 128 tae 1, 138 1 140 144 0 + _3R 04 RR 1.4 555 004 RRRR 4444 5555 4444 RR/1182 m 004 : g446 i 0 004004 ma 011408 i RRRRR a NZ={{ Q RR I�ryR€IRRW. aa' + 3 4040444:4i RRRRRRRaW O♦ RRRRRRRRR 0.0+00.4.0+4.0+4.§i: 004040044048 RRRRRRRRRRRW 0040000040 040040000.44004040 04$4044440400 :: gmggste434wsgas28g38,, 9p i (W)BPS =NS \‘‘,0% tit y. 8 W � LL Q; a r O:Z3w z zotit .7g PROS``` .mg rn 0 T g G t OHO J W N mao I -ox 7 0 O co w y INSTALLATION TYPE A EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET WINDOW BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT EXTERIOR a VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2 -3/4' EMBEDMENT '4 EMBEDMENT 1/4' WO( SHIM THP. 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 INSTALLATION TYPE C TYPE B EMBEDMENT 1/4' MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET EMBEDMENT �V\\\1\\\\V\V\\\\\*11,11 CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4'MAX SHIM '� 012 STEEL SELF-DRIWNG SMS (05), SEE TABLE T THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING 1/4' MAX SHIM \\\ SEWOO NOTE BUCKSTRIP ,THISSHEET VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4' WINDOW BUCK WID TIP -TO -T HORIZONTAL SECTION A -A 4,71U11 \ USl\11\9 !IIIA EXTERIOR MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET • INSTALLATION , EDGE --_4 TYPE B VERTICAL SECTION1B43_ CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET • • CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE DISTANCE Anchor Substrate Min. Edge Distance MIn. Embedment Max O.C. Spacing alt or #14410 SS Screw P.T. Southern Pine (SG=E135) WW 1-9/8' 12' a' ' 808345. 3/8" 0.�' 12' A38 steet 3/8' 0.083' • 12' Steel Stud, Gr. 33 ndn. 3/8' 0.046' (18 Ga) • 12' P.T. Southern Plne (SG=0.85) 8/18' 1318' 12' Aluminum, 8083•75min. 318' 0.083'' 12' alt or ai4Steel Screw (6'5) A38 Steel 318' 0.083' • 12' Steel Stud. Gr. 33 min. 3/g' 0.046' (18 Ga) • 12' 1/4' 410 86 C:relsFlex Ungrouled CMU, (ASTM C-90) 2-1/2' 1-1/4' 12' Concrete (min. 3.35 keg 1' 13/4' 12' Connote (min. 2.85 kel) 1' 13/4' 12' U � Concrete (nth 2.85 End) 2-1/2' 1-3/8' 12' 1/4. Steel tm'acon Un grouted CMU, (ASTM 0.90) 2-112' 1-114' 12' Grouted CMU, (ASTM C50) 2-112' 13/4' 12' 5/16' Steel ITgreoon Concrete (min. 3.5 kel) 1-1/4" 1-314' 12' Grouted CMU. (ASTM 050) 2-1/2' 1-3/4' 12' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS USTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "IX', ARE BUCKS WHOSE TOTAL TMCONESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS '21C ARE 1-1/Y TMC( OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS 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. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT RENBN'BD as coniplyIngwtt MlFlorida Building Gde. -..111A, Product CO]UO M rc 0100 W Z 0 0 5 oz ey1 y 11.8030 O Z 0 'x000 2 n d 2 -oN 0M0 0 O CO WINS Non 601!0 A. LYNN MILLER. P.E. P.E.a 88705 INSTALLATION TYPE E EDGE DISTANCE 2X WOOD BUCKSTRIP 011 FRAMING, SEE NOTE 2, THIS SHEET 4 EMBEDMENT 1kP MAX SHIM L EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY p 11-718' O.C. MAX. WINDOW BUCK HEIGHT INSTALLATION INSTALLATION TYPE G TYPE F IX WOODBUCKSTRIP, EMBEDMENT SEE NOTE 2, THIS SHEET • 114• MAX SHIM O .o\ttlee it•nti ri TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET 4 : 1.\\1‘t\C1i5'\h\R Pl\\lll\; "`": CONCRETE/CMU PER ANCHOR REQUIREMENT 114' MAX. SHIM -1 ro- 012 STEEL SELF-DRIWNO SMS (05), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H 114' MAX SHIM \\\C.\Ctll\\\\'{� O EXTERIOR EXTERIOR MIAMI•DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EMBEDMENT INSTALLATION TYPE F EDGE DISTANCE VERTICAL SECTION D -D CONCRETE PER ANCHOR REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9, THIS SHEET VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH • 2.3/4' WINDOW BUCK WIDTH 0 1i O 1 HORIZONTAL SECTION C -C • EMBEDMENT EDGE DISTANCE • CONCRETE/CMU PER ANCHOR REQUIREMENT _ ---- Anchor Substrata Min. Edge Distance Min. Embedment Max O.C. Bpaoln0 012 or 914 410 89 Screw P.T. Southern Plne (SG=0.55) 9/18' 1318" 12' Aluminum, 6083.18 min. 3/8` 0.083' • 12' A36 Steal 3/8' 0.053' • 12' Steel Spud, Gr. 33 min. 318' 0.045' (18 Ga) • 12' P.T. Southern Pian (8G=0.85) 9/18' 14/8' 12' Aluminum, 608345 min 3(8' 0.063' • 12' 012 or 014 Sleet Screw (05) A38 Steel 3/8" 0.083' • 12' Steel Stud, Gr. 33 min 3/8' 0.045' (18 Oa)' 12' U4' 410 88 Crelei°lex Unmated CMU, (ASTM C-90) 2-1/2' 1-1/4' 12' Concrete (min. 3.35 kat) 1' 1-3/4' 12' 1/4' Steel UlUacorl Concrete (min. 2.85 kap 1• 1-3/4' 12 C0noreto (min. 2.86 kel) 2.1/2' 1-3/8' 12' Unwonted CMU, (ASTM C•90) 2-1/2 1.114 12' Grouted CMU, (ASTM C-90) 2-1/2' 13(4 12' 6/18' Steel MaconConcrete (mtn 3.6 kap 14/4' 1-3/4' 12' Gloated CMU, (ASTM 0410) 2.1/2' 1314' 12' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTE& 1. USE ONLY ANCHORS USTED ON THIS SLEET. FOLLOW EMBEDMENT AND EDGE DISTANCE UMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS -IX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 14/2". IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS `2X ARE 1 -IIT MCI( OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS 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. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MUWON NOAAPPLIES TO WHOLE SYSTEM. PRu9ODUCI'RENBWED m oomptyIngwith ths Florida Adb18eeN �,, j2. 03 "°`° °• ° . Atik Zo2 Miami Dade Product Comm rc 0191 co co K 43 wawa WAN d 2 0 LL O n 18845 ooP05 A. LYNN MILLER, P.E. P.E.6 687014 TPP. ANCHOR TYPE, EMBEDMENT AND EDGE --1 EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET - INSTALLATION TYPE I WINDOW BUCK HEIGHT 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET EXTERIOR VISIBLE LIGHT HEIGHT = WINDOW BUCK HEtGHT- 2-314' � d 0 0 USED AT CURVED FRAME MEMBERS ONLY (� 11-718' O.C. MAX. 0 rFt o,1mom � 1 INSTALLATION TYPE J O EDGE EDGE DISTANCE DISTANCE 1/4* MAX SHIM INSTALLATION TYPE L 010 STEEL SELF -DRILLING SMS (05), SEE TABLE 10, THIS SHEET a EMBEDMENT INSTALLATION TYPE J 1!4' MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING. SEE NOTE 2, THIS SHEET 0 =WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET F1/4' MAX SHIM Cd 1-.-- EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET VERTICAL SECTION F -F TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-314" WINDOW BUCK WIDTH INSTALLATION TYPE K EDGE DISTANCE --►{ 1 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET HORIZONTAL SECTION E -E EMBEDMENT EXTERIOR Anchor Substrate Edge Distance Max. O.C. Spacing 2-112" x .113° Box Nall P.T. Southern Pine (80=0.80) 5/16' 6" 2-112" x .131' Common Nell P.T. Southam Pine (80=0.85) 318" 6' 2-112' x .146" Roofng Nall P.T. Southern Pine (S0=0.65) 3/5" 5' 010 x 1' Steel Screw' P.T. Southern Phhe (80.0.05) 112" 8° 0.093" Aluminum. 6063-75 min. 5/16' 5" 1116" A36 Steel 6/16' 6' 0.045" (18 Ga) Sisal Stud, Gr. 33 6/16" 5° • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS USTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE OMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'iX', ARE BUCKS WHOSE TOTAL THICKNESS 1S LESS THAN 1-112". 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 ORAS 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. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPUES TO WHOLE SYSTEM. PRODUCT RIMMED es complying with the Florida Building Code Acceptance No � 02..0s; od.,,,.,IIL 1'01. / - Miami Dade Pradoct Co rc �� N Ze E flu a_ z O 0 oo z O 4 N z z LL eau SSe0 &WETS 11 ,\‘\.,(0�ILYNN IMI(!rr'/. • ucENSF :FR * / No.58705 -0 C4% E ,,,` OF �T ' • FLORt0P.• Cry= 7 • '!'I1111h1\`' A. LYNN HILLER. P.E. P.E.#58705 INSTALLATION TYPE M EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET IFOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6-0.C. s; Maims i 0 I11111 I,. IPP----"_ 1 0 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE UGHT HEIGHT • WINDOW BUCK HEIGHT - 2.314' 0 INSTALLATION TYPE N EMBEDMENT 0 0 EMBEDMENT it —f_1/4' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 11, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11-7/8' O.C. MAX. 0 0 i EDGE DISTANCE EMBEDMENT 114' MAX SHIM INSTALLATION TYPE M IFOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN EP CLC. 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET EMBEDMENT 11V'V\61\\\R'\ l\\1\\\\%\\\* CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4' MAX. SHIM INSTALLATION TYPE 0 IIFOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY 0E NO • MORE THAN 8' O.C. 912 STEEL SELF-DRU.UNG SMS (G5), SEE TABLE 10, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, TI -118 SHEET r/4' MAX SHIM EXTERIOR 0 MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EDGE DISTANCE DISTANCE VERTICAL SECTION H -H VISIBLE UGHT WIDTH • WINDOW BUCK WIDTH - 2-3/4' WINDOW BUCK WIDTH HORIZONTAL SECTION G -G TABLE 11: CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR 0 EDGE DISTANCE Anchor Substrate Edge Mln. EmbedmentDate= cing sem' 012 or014 410 SS Screw P.T. Southern Pine (SG=0.85) 0118' 1-3/8' 6' Aluminum, 808345 min. 3/8" 0.083' • 8' A35 Steel 318' 0.063" 8' Steel Stud, Gr. 33 min. 3/8' 0.046' (18 Oa) • 6' 912 or 1914 Steel Screw (GS) P.T. Southern Pine (86=0.65) 0/18' 14/5' 6' AltuNnem, 6083-18 min. 318' 0.063' • LP A38 Steel 3/8' 0.083' • 6' Steel Stmt, Gr. 33 min. 318' 0.045' (18 Go) • 6' 1/4'410 SS CreteFleuu Ungraded CMU, (ASTM 600) 2-1/2' 1-1/4' 17 Conorete (nen. 3.35 kap r 1-314' 17 114' Steel MaconCmorete Concrete (min. 2.85 ket) 1' 1-3/4' 17 (nen. 2.88 ks) 2-1/7 1.3/8' 17 Ungrouted CMU, (ASTM CSD) 2-1(2' 1-1/4' 12' Grouted CMU. (ASTM 6.90) 2.1/7 13/4' 17 8/18' Steel Mason Concrete (men. 3.6 kap 1-1/4' 13/4' 17 Grouted CMU, (ASTM 6.90) 2-1/2' 1314' 12" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS -or, ARE BUCKS WHOSE TOTAL THICKNESS 1S LESS THAN 1-1/7.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OIRECTLY TO SOLO CONCRETE. WOOD BUCKS DEPICTED AS'2)PARE 1-1/7 THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL 8E OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. PRODUCT RENEWED m complying with dm Florida Balding Cede Acceptmtee No M a a 9 a rre z O 1 N Z Z IL rob 0 LL 0 W °3h/ 7se0 MVOS 111111 Ili/ � o LYNN rL t7it,, `��?•'1,10ENSF''•A -. 's * No. 58705 - 0�•, STAT O .• NA1- A. LYNII'Ia[ER, P.E. P E968705 ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90' CORNER FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT TABLE 12 EQUAL -LEO FRAME FLANGE FRAME ANGLED/CURVED FRAME ASSEMSLY 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 Description Material 1 42630 Flanged Frame Alum. 608316 2 4286 Equal -leg Frame Alum. 608316 3 4258 integral Fin Frame Num. 606376 4 4265 7/16' Lend. Glass Beading Alum. 606316 6 4264 LO. Glass Beading Alum. 608345 8a 4270 installation Fastener Cam Alum. 606375 8b 4224 Installation Fastener Caer Rigid PVC 10 70589C Gasket (at 90° comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Rex PVC, Dura 85 +/-1 13 Dam 899, GE 7700 Silicone or Equiv. 20 71862K Setting Block, Morro. 3116° x 7116" x 4" Neoprene, Dura 85 +/-1 21 71704AK Setting Block, I.G. 3116' x 1-3132' x 4" Neoprene, Dura 85 +/-1 22 DURAK718 7/16" DuraSeal Spacer 29 03 x 1-1/4" FH SMS Stainless Steel 30 781PQX 08 x 1' Quad PH SMS Stainless Steel 082' FLANGE FRAME #4253C, 8083-T5 .057 7/18' LAMI I.G. GLASS OGLASS BEADING O BEADING #4265, 808346 #4264, 8083-15 'fir u u e I OEQUAL-LEGFRAMEX #4285, 8083-T5 —►��py� .348' .878' .050• MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS •062' 3 FIN FRAME #4258, 8083-15 .050` INSTALLATION ()FASTENER COVER #4270,8083-T6 PRODUCT RENEWED rs Building rith dm Florida Acccp% r.ce No 1 rc uj z re 8 0 O O onH vsea SePaS `��\N" LYNN r"///, .�•'�• l�F'P i'i , A.ENSF * : No. 58705 ••4c 1 13 • lu; STAT F �/` lc S/6NA-. E \. A. LYNN MILLER, P.E. P.F.068706 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 V - = ` urricane o DESCRIPTION: Series "CA -740" Outswing Aluminum Casement Window — L.M.I. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamldade.aov/economv APPROVAL DOCUMENT: Drawing . , i. - ` ; - - _ " . i e ails — 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 appro atelia — a e oun Control Section. MISSILE IMPACy TING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-1 Expiration Date: April 11, 2 Approval Date: April 11, 2013 Page 1 .09 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 SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. E-1 Manuel 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 CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30• W THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE 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. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2XARE 1417 THICK OR GREATER. 1X AND 2X BUCKS (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. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR 510000. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON AU. FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNG/F ASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 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 STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 81300. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 51300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-1/3% 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-7065, 3578, 3580, 3724; ELCO ULTRACON NON ELCO CRETEFLEX NOAH ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Glass Types Street 9 VARIES, SEE SHEETS 5-9 IAT • ..____ MAE / Q /8' An - . Alt -1/8'An-.090'PVB-1/8°An) J718'Lami.IG 1/8' T - 7/16' Alr - 1/8° An - .090' PVB - 1/8' An) 0 (j 07/8' 7/8' Laml. 10 6 .N : , F7 ' o MTir7-Tiji O :.•.IO(3/16'An-1/4'Alr-3/16'HS-.090'SOP -3/16°HS Q Ell ptIry 7/8°LamLID 16'T-1/4'Alt -3/16'An-.090'SOP -3/16'An v : a[e]t<uL3ttatciLraayL:y: �t,,.;� 8 ' 'il .8I• -i DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL I MISSILE IMPACT RESISTANCE 4' MAX. --�- A 69' VIS BLE UGHT HEIGHT (DLO) 4' MAX. 37' WIDTH 25.476' MAX. O.C. IF WIDTH IS UNDER 33.478' (HEAD & SILL B, SEE SHEET 2 \ / N\ / \ \ \ cii/ \ / / /7f / / / MAX. A, SEE O.C. SHEET 6' MAX. 0.C. USE ANCHOR PAIR AT EACH JAMB D HEIGHT IS 28' OR OVER HEK – /t \ B 30' VISIBL-' OPENING(DLO) TYP. ELEVATION OF, CASEMENT WI GENERAL NOTES— .... _..W.»»_._.1 ELEVATION. ..»..».»..»......»......._._..1 GLAZING DETAILS„._ -.._.»._.._....1 INSTALLATION.---....---- 2 ASSEMBLY TUBE DETAILS............. 3 ANCHOR SPECIFICATIONS.».»._.. 4 ANCHOR QUANTITIES ----- .». 4 DESIGN PRESSURES...._._._.. 5-9 ASSEMBLY DETAILS/BOM— 10 ARV LAMINATED ( ' GLASS � STACIf GEP ANNEALED GLASS .090' DUPONT BUTAMTEPVB IAP ANNEALED GLASS 11/16' GLASS BITE AT KOLL _ GLASS STACK 7ne AIROP I6'ANNEALED OR TEMPERED GLASS 1�_ Slta-LALUNATEO GLASS STACK 1B' ANNEALED GLASS 711 ASSLAMINATED GLASS aSTACK ---1 I — 3118'ANNEALEDOR MEAT -STRENGTHENED GLASS .080'DUPONT SOP 3110• ANNEALED OR HEAT.STRENOTHENED GLASS 4 11/18' GLASS BITE 7p' NOM. GLASS STACK .090' DUPO BUTACITS INM8 3n8'ANNEALED GLASS 1N' AIRSPACE IX ANNEALED CRASS 11/18' GLASS BITE 14-112' MAX. O.C. IF WIDTH IS 33.478' & OVER (HEAD & SILL) L1L111 t(I/rrry \`;r Y LYNN• ` * ' No.58705 -0 S3A tot3:a /17/‘9, �e‘4‘ `s A. LYNN MILER• P.E. P.E.888708 GLASS TYPES 4 & 5 7t8' NOR GLASS STACK 1/0'AIRSPACE 1IllII/ IiiII1 L., 11/18' GLASS BITE 7n8' LAMINATED GLASS STACK ANNEALEDOR HEAT -STRENGTHENS!) GLASS .080' DUPONT SGP 3H8'ANNEALED OR NEAT -STRENGTHENED GLASS GLASS TYPES 6 & 7 ?Mr LAMINATED GLASS STACK 3n8'ANNEALED OR TSIRENGTM ED(BASS .080' DUPONT BOP 3116' ANNEALED OR HEAT-STRENOTHENEO GLASS 3111P TEMPERED GLASS 11/16' GLASS BITE GLASS TYPES 8 & 9 Revised try: Oats: Revised By: Date: Approved as complylag 445 the Flartda aldlal.C. Date ,i► - • 10M/ j!!l%dlZ�Yf% 1070 TECHNOLOGY DRIVE N. VENICE. FL .34275 P.O. BOX 1529 NOKOMIS. 0 34274 O scdpian: GLAZING DETAILS Drawn By: J ROSOWSKI nun: CASEMENT WINDOW DETAILS - LM & SM Dote: 08/08/12 CERT. OF AUTH. l29295 Series/Model: CA -740 Scale: NTS Sheet OF 10 Growing No. MD-CA740-LM Ren INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 22 WOOD. AS REQUIRED PER TABLE 3, SHEET 4 DISTEANCE I EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT EMBEDMENT INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. u ri BUCK WIDTHATTACHED TO 111 0 0 I FRAME SILL oU INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. EDGE DISTANCE J- ATTACHED TO FRAME JAMB 012 STEEL SELF -DRILLING SMS. SEE TABLE 3, SHEET 4. DADEAPPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EMBEDMENT ATTACHED TO VENT 80.1 VISIBLE LIGHT WIDTH (DLO) EXTERIOR a ATTACHED TO VENT JAMB OPTIONALADDON FLANGE @ HEAD, SILL & JAMBS FOR SNUBBER REQUIREMENTS. SEE TABLE 4, SHEET 4. WINDOW WIDTH EXTERIOR V HORIZONTAL SECTION A -A WINDOW HEIGHT VISIBLE UGHT HEIGHT (DLO) BUCK HEIGHT ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB ATTACHED TO FRAME JAMB 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. SEE DETAIL M. BELOW 2) ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBIUTY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114'. / I.. ;a Anshnllype —.-I F— 10' MAX 1 10' MAIL ---+• SEE DETAIL A2 BELOW EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH -13.112 NOTES: WIDTH. EGRESS HINGE: WINDOW WIDTH - 7-1/2 1)WHEN INSTALLING HEIGHT: WINDOW HEIGHT -B COMBINATION UNITS, ADDITIONAL INSTILLATION VISIBLE UGHT FORMULAS: ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT - 7 WINDOW FRAMES AT 10' MAX FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERUNE. SEE TABLE BELOW: Additional Ancien Requbed oneaoh Side of the Fronts Assembly Tabs (FAT) I.. Widow Anshnllype u Width A B,C&D 1 lr-22.r 0 0 23'-280' 0 1 > 20's 1 1 1- WIdow Anchor Type If. Ralph) A B, C & D tr-22.0' 0 0 23' - 280' 0 1 20'+ 1 1 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 114' MAX SHIM EMBEDMENT INSTALLATION OPTION 3 INSTALLATION ANCHORS THROU 1X BUCKSTRIP INTO MASONRY. • CONCRETE' PER ANCHOR RE•• ``\``SONY (LYNN 4 ",, No. 58705 - a 4$2/(E1 - A L4? 11,WEI P.E. P.E.p60705 Revised By: Dais: Revision: Approved e1 eoaiply)ag wl1A ilio Flo Bald Code Dale (MOAN e Fended VERTICAL SECTION B -B Revised Dy: Date: By. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29298 CROSS SECTIONS & INSTALLATION Drown Ry: J ROSOWSKI TRIO: CASEMENT WINDOW DETAILS - LM & SM Series/Roden CA -740 Scale: NTS 2�OF 10 Date: 08/08/12 Droning Na MD-CA740-LM Rev: 740 SERIES CASEMENT EXTERIOR WINDOW FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) IC4OWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 6.9. FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCT'S DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSH) 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. 8) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SAL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (X) AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 1: �� , he— 10', SEE NOTE 7, THIS SHEET r I /C C \ /a 4 \ / 740 740 SERIES FRAME SERIES CASEMENT ASSEMBLYCASEMENT WINDOW TUBE WINDOW MIN. 812X1'SMS THROUGH INSTALLATION HOLES FIGUR 10', SEE NOTE 7, THIS SHEET 740 SERIES CASEMENT WINDOW EXTERIOR, FRAME ASSEMBLY TUBE HORIZONTAL SECTION C•C 740 SERIES CASEMENT WINDOW �\ AWNING /1 _, WINDOW !/ /� �-..•D FRAME ASSEMBLY TUBE D • 740 SERIES —CASEMENT —►' WNDOW FRAME ASSEMBLY.�� TUBE 740 SERIES FIXED WINDOW 'SEE PRODUCTS NOA FOR INSTALLATION SPECS AMA inn MINA 12 XSMS LL! THROUGH,d 77 INSTALLATION HOLES EXTERIOR �`-,I I a 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW / / '3\ 740 SERIES CASEMENT WINDOW EXTERIOR FRAME ASSEMBLY TUBE MIN. 012X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW' FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION DM VERTICAL SECTION E -E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAXEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS E-9, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE" OR DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TOA HORIZONTAL FRAME ASSFMSLYTURE' DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND 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 WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SIU. AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2.3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. 012 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 4pptoved n1 cow FlarWe Idla9 Date QIOAB TYA'�SML. Mtam D i 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 WIDTH 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 NOA 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. 8) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62' IN LENGTH (AS USED IN A 63' FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 8) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE 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 TURN: CENTERLINE. SEE TABLE BELOW: Addlktrel Anehote Requlcad on each SMe olthe Frame Assembly Tube (FAT) 1- tf.. Window Width Maher Type A B. C S D 1r-228` 0 ( 0 2r -20.r 0 1 28'+ 1 1 t- Wader Anchor Type uu.. Height A 8, C & D 1 1r-228' 0 0 23'-20.9' 0 1 20'+ 1 1 CV CO CO Ao 4 coO 1 A O LL 0 ti 0 0%0111 \`‘ N't LYNN ��. •' ‘,TCEN4. • �•P * • No. 58705 • *' -0' 3 91)3 W ST TE OF 99099'33 11d'HOTII9 WA,Y .19 14 a O rn A 0 11 O 0 a O z N T 0 O V O 0 v i 0 tV r✓ :SN011V30013N00 31309/S /81099 (VOA 0100 0 m 619 g1IM 99lL1dW00 1118 paw+dde 1119 8 OV314)1N3W3SV0 03X14 314140 3019 38111A18193SSV 3WV33 3M1 NO NOHOW 1VNOWOOV ► TIVISN12133149 NO 531/13 333 (d '413349 NO NOLLVA31319034 S3NI130100 ONIM01104 SUOHONV 33181111910 (3 '1119 9 0V3H 3M131 03311)03)1 3W S)IOHONV E'AI3tl U11119 (a 'MVP 140V3 NI 033111033 31V 83014ONV 9.89 319V114033 (0 '31V13 HOHONV 391331103310149300 CINV 0331930 31V11.S9119 (INV 30HONV 3141 SVH 0 3dA130HONV'9 3113V119034 1511/4 391103 (8 T09 -10L+ 40 30 V MOLT/ 0 90 S1OHONV'8 318V114034 (V (VON 81333339 339) 01OHONV 1N3W3SV3 03)04 1111S 8 OV3H) ONINMV 314140 3019 38111 A18W3SSV 31/0V33 3141 140 3014ONV 1VNOWOOV t TW1SNI'0 9 Z 91331S NO 93103 2133 (3 '1133149 NO NOLLVA313 190)14 99NI13O1f10 ONIMO11O3 S2OHONV 31118131810 (3 '1119 9 CV3H 3141 NI 031911103)1 33V SHOHONV 9'A'11V1W119 (0 '81W4140V3 911 0338103/1 33V 91OHONV 9'9 318V114033 (0 1111/14 3OHON/ 31110033 10N S300 ONV 0331830 31V3199119 ONV 30HONV 31419VH O 34A1 VOH3NV'E 318V1190114 '8MV4 3141 304 (8 '081OL+ 40 30 V MOTIV 0 9 O S30HONV'0 318V118033 (tl 130HON/1N31•43SVO 31V14 30HONV ON '02391033 30 AS3 09101+'31330N00 0119 S1OHONV ALINOSVW.0/1 'S9V10'04V1408 O31V3NNV 91411M0138 NMOH9 NOLO/318300 MOONIM 103 :131319VX3 '318V13H1 NO 3W0149 NOISN3WI0 114013H 110 143a14A 318V1IVAV 1X33 3H1 Ol do ONnO1'NMOHS 10N 93218 1.104 (2 '411.-01 dLLM00NIM 33V NMOHS SN01933490 '1133149 140 SNOLLVA313 3141333 9MOON M TIV 303 318V19/11390 (1 •0*0 x819 9E 8 Pee WO 180!)'X918.21 •0.0 nal .09 9 WO 4088 U104 'MI 21 ,39181 0 I ‘a- VO MU pelpol83 989/ .139 8 We 4008 euoN POO .£9 .811-£ 099113W .2t 014 .919-1 .9 (898 9 ©OBd.I�(/L) (9'916�A1) ON :ed1(L 89810 .9 9001;8001 /iggnu$ gwur • 'OV3H1V13 30 OV3HNVd'OV3HX31I 38 AVM S1OHONV (Z '31V31Sef1S 1/1301 ANY ON0A39 SOV331410 30 19019101119 V 0331X318019 30HONV (1 9310N 03 .9194 .9 .0/1-9 40019 901113 90091111110018 .91/9 0 ON .0/1-1 .9 .811-£ 40018 MOIWH 014 .919-1 .9 .011-1 O9881109 49.9 ON .0/1-1 .9 .2/1-9 1100(9 1401101 101301919 Se 014 .4/1 ON .044 9 .1 0/81394) 1190'£ 90A Mei .9 .9/1-0 400/9 MIA 8 90A .6/1-1 .9 .9/1-2 40019 MOIIOH 90A .81E-1 .0 .9/1-9 01010003 4992 90091(11100/0 .9/i S°A .9/0.1 .6 .1 919/0009 499'2 88A '9091'.990' 919 .8/£ E£'10'Pn19 ENV 93999019'60910 (90) SMS 18918'019 90A .090' .8/9 .8/0 18819 99V 9OA .91/1 .8/9 .9/0 .WW 91-£909 SOA 910.1 .1 .8/9 043 '9 9°A '90 et '940' .8/9 .91E EE 10'POIS ES9V 9149 99 019'91910 (SO) SMS Esel9'219 9 00A .090' .9/9 .80 18819 99V 99A .91/1 .8/9 .81E '9I111V 91-£909 S0A 9/0-1 .1 9/9 843'9 ON .6/l-1 .9 .2/1-3 1/3033 9011014 18818 .6/) ON .4/E•1 .9 .1 0/9/3903 499'9-'u008I(fl 93 .81E-1 .6 2/1-2 018/0003 499'9 014 '8009'9£0' .914 9/0 EE' 10'P91S099V SMS 99 019'91910 ISO) 9WS18819'9/1/ 9 ON .090' .8/9 .9l£ 18819 0EV 03 .090' .9/9 .8/£ '10111V 91-9909 ON .810-1 .1 .0/9 043 'S oN '9002'9£0' .9/9 .0/0 EE 10'P0I9E99V 9189 SS 019'01010 (90) WM 18818/40 V ON 090'O 9/9 .0/0 18819 9EV ON 050'0 9/S 9/E 11891/91.1999 ON 910-0 .1 .9/9 043'9 ON .9/1-1 .9 .1 40019/04014 9008411118818 .011 GP91111083 0181d mow'418 11198/489183.3.0 99981910 '9118 80881810 8043 '418 0/8/194119 /Newdnoi 9 • 20 Z 2 0 2 2 Z 2 2 9 9 9 9 9019/48814 .40 9 01 9 9 01 9 9 01 9 0 01 8 8 8 8 11W81' £ EC E E 0 9 0 2 2 0 2 9 99 9 92 9 9 91119108814 .91 9 00 0 9 Ot 8 9 01 9 9 01 9 9 Ot 9 9 e 9 9 9 9 9804 E £ 0 0 0 0 90 Z 2 0 Z 9 99 9 9 9 9 9 9 188/40914 £8 909 30 8/48891 1899184 /r.9 (9E00 9 9 9 9 9 0 e 9 0 9 9 �9 2 8 9 9 9 9 9 0 9 E 6 E 0 E 0 2 E E Z E Z 2 0 9 Z 2 2 Z 2 2 39/P8.1 1+ 8 9 9 9 9 4 9 9 4 9 9 4 8 9 4 9 9 6 9 9 99104 0 4 0 E 0 E 2 £ 9 2 0 Z Z 2 2 2 9 99 9 998/118814 .8l449 6 9 9 4 9 0 9 9 9 4 8 6 0 0 0 4 9 4 9 8 9 991011 4 E 0 0 0 0 9 0 29 ZZ Z 2 2 9 Z 9 9 9 981110814 Ott' 9 O 0 9 9 9 9 4 9 9 6 9 9 6 9 9 4 9 9 6 9 4 4904' E Vette Zee 9 0 0 2 29 9 9 9 9 9 998/48814 .81E -8E 6 6 4 4 9 4 6 6 4 6 4 9 6 4 4 4 p 9 9 9 6 90104 0 0 E 0 E 0 2 £ Z 2 0 2 9 0 0 0 9 9 9 9 91119/48814 91/9199 0 2 2 0 9 9 2 0 0 z 0 2 2 9 0 9 Z 9 0 9 9 9910/' 0 0 E 0 0 E 2 0 Z 2 E 2 2 2 Z Z 9 9 9 Z Z 919/48914 0 0 8 2 V 2 090 0 8 0 V Z 08O 9 8 0 V 0 090 2 8 2 -77099) 9 Z 8 Z V Z 090 2 8 2 V 0 0180 Z 9 Z V 90104 .99 .18088 OVO dro)O meow 30010 meow dricuo iotirmv dn0,0 'NEW dneeD io499y dnOlplog0ey d£ .90 211.10 .0£ .6AE•LZ .91/9199 4181:4111 (u9 41PWOOp4M _ pel)nbes) 91ogouy Mopu)M • - 104 .1 • FOR GLASS TYPES: 1) 5/16° LAMI 1/8 AN - .090' PVB -787{�RFj� 4 I. IG: (1/8° AN - 7/16° AIR -1 8 AN - .090° PVB -1/8° AN) WINDOW HEIGHT wilmow II SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITES. Approved mcompyl gwiththe Florida 'adds a Dttp * . r' 41 11. ..o..w Design Pressure (ps) to Windows Attached to a Vallee' Frame Assembly Tube Window Wimp Design Pressure (psi) br Single Windows, A8 Aloha Groups Window Width meter 23' 25.16/18' 27-3/4' 30' 334/2' 35' /� ( ��-) Audra Group wader 23' +70/40 +70/-90 +70/-90 +70/-90 +70.90 +70/-90 +78/-90 2616116' +70/40 +701.80 +70/-90 +70/40 .701-90 +70/-90 +70.90 363/8' +70/40 +70/.90 .70.90 +70/40 +70/.90 +70/-90 +70690 48' +70/49 +701-90 +70.90 +791-90 +70/-90 +70/-90 +70691 80.6/8' +70140 +70690 +70/40 +701-90 +70-90 +70/-90 +70/-89.2 60' +70/40 +70/-90 +70/-90 +70.88.8 +70680.8 +701-77.7 +70/-74.3 +701890 +70/40 +70/40 +70/-90 +70/44.3 +70678.8 +70673.7 706 72' +70/40 +70687.2 +70-77.7 +60/-71.6 +606824 +601-60.9 +1.59.3 78' +70/40 +70684.0 +701.78.7 +147.3 +1- 889 +1- 57.2 +- 65.8 84' +70/-90 +70/-80.4 +70171.3 +60662.1 +/- 84.2 .70.90 +781.90 FOR GLASS TYPES: 1) 5/16° LAMI 1/8 AN - .090' PVB -787{�RFj� 4 I. IG: (1/8° AN - 7/16° AIR -1 8 AN - .090° PVB -1/8° AN) WINDOW HEIGHT wilmow II SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITES. Approved mcompyl gwiththe Florida 'adds a Dttp * . r' 41 11. ..o..w Design Pressure (ps) to Windows Attached to a Vallee' Frame Assembly Tube Window Wimp 10' MAX. under 23" 2615/16" 273/4' 30' 33.1/2' 35' 37" Audra Group Anchor Group Anchor Group Anchor Orate Anchor Group Anchor Group Anchor Group Moho:Group A B C 0 A 8 C&D 8 A.0&D 8 A,C&D A B C&D 8 A,C&D B A,C&D +7040 under 23' +70/-90 +70.90 +70690 +70/-90 +70/-90 +7440 +70/.90 +701-90 +70690 +70140 +70690 +79690 +70690 +701-90 +701-90 +701-90 /01.90 +701-90 25-15/16' +7090 +70190 +701890 +70/.90 +701-90 .70/.90 +70/.90 +70.90 +70690 +70/.90 +70690 +701.90 +70/.90 .701.90 +70/-90 +70/-90 +71740 +70-90 383/8' +70.90 +70-71.6 +70.90 +79140 .70681 +70-98 +701-90 .70640 +70.90 +70.90 .70649 +70690 +70.90 .70.90 +781.90 +10690 +70-90 +701.90 48' .70.731 +57.3 +70.90 +70/-90 +84.8 +70-90 +70-90 .70/40 +70-90 +70-87.8 +7040 +70/.90 .70678.6 +70/90 +791-90 +70.90 +70.68.9 +70/40 58516' +669.3 +1.54.3 +70.00 +70.90 +181.4 +70-90 +70.90 +7090 +70690 +70.63.2 +70/-90 +70.90 +70.74.6 +70.90 +7049.2 +70.90 +70/44.3 +70&9'2 60' +/58.6 +1.48.8 +7044.7 +70.90 +41.8 +7051.2 +7090 +70.75.9 +70.90 .706792 +7048.5 .7040.3 +829 +70/40.8 +70-75.2 .70-77.7 +70.71.2 +70.74.3 63' +155.7 +1.43.8 +70.80.7 .70485 +.39.3 +70-77.3 +70.90 +70.72.3 +7090 .140.9 +7044.3 •70-76.5 +659.9 +70.78.5 +70.71.6 +70.73.7 +47.8 +70670.1 • NOTES; 1) GEE SHEET 4 FORADDIRONAL SAMPLE CO/ FIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pressure (psi) br Windows Attached to a Hodzadel Fran Assembly Tube Window WIdih 10' MAX. under 23' 26-18116' 273/4' 30' 331/2' 35 37' MOWN Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Moho:Group Anchor Group An A9 An All B A,C&D A 5 C&D A B 080 under 23' +70/-90 +70/-90 +7040 +7090 +70-821 +7040 +7040 +70678.5 +7040 +70/46 +70/-74.3 +7040 28.16118' +7040 .7040 +70.90 +70/40 +7040 +70/.90 +70-598 +7040 +70/-90 +70.84 +70/-90 +7/40 383/6' +7040 +7040 +7040 +7090 +70610 +70/40 +7046 +7046 +7040 +70.90 +7040 +70-90 48' +79146 +70/40 +70140 +7040 +70/40 +70690 +70/-90 +7040 +70/40 +70693 +7046 +70140 60-618' +7043 +70-90 +70-90 +7040 +7040 +7040 +7040 +7040 +7040 +70.89.2 +704892 +70492 60' +70-90 +70.80 +7040 +70/-598 +70409 +70306 +701-77.7 +70-77.7 +7077.7 +70674.3 +7074.3 +70-74.3 63' +70690 +70.80 +70-90 +7044.3 +70-706 +70-78.8 +70.7317 +70-73.7 +701-73.7 +70/-70.1 +70-70.1 +70/70.1 72' +70/40 +7047.2 +7077.7 +7071.8 +80624 +80432,4 +80/40.9 +60.80.9 +89160.9 /592 +.593 4/49.3 78' +70.90 +70664.8 +70.757 +6872 +/-669 +/58.9 .1572 +1572 +6572 +1-558 +/66.8 +589 84' +70690 +7050.4 +70.71.3 +80/42.1 4/54.2 +/542 NOTES; 1) GEE SHEET 4 FORADDIRONAL SAMPLE CO/ FIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR WIDOW ANCHOR LOCATIONS AND QUANTITES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TIME. 0)ca t it 1 O 2 0 U.0 10 11 A 5 ME BLY TUBE 10' MAX. r ADDITIONAL ANCHOR (4), F RBI MOWN WIDTH SEE SHEETS 1 & 4 FOR WIDOW ANCHOR LOCATIONS AND QUANTITES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TIME. 0)ca t it 1 O 2 0 U.0 10 11 A 5 rvx TABLE 8. WINDOW HEIGHT SEE SHEETS 1 & 4 FOR meow ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) /16" LAMI (3/16 AN - .090' SGP - 3/16 AN) Approved as complying with the Florida luidlagCed. ?Dl 8010 + 01OAa f V4i%7MC��i 51, de Prod - Wlmbw W idh Design Pressure (psi) for Single Windows. AI Anchor Groups Window Width under 23' 28-16118' 27.3/4' 30" 33.1(2' 35' 37' - undsr� +9g/-130 +90/-130 +90-130 +90/-130 +90/-130 +90/-130 +90/-130 ou Z5-10118' +901-130 +90/-130 +90/-135 +901-130 +90/.130 +90/-130 +90/-130 6 38-3/8" +93/-130 +90%130 +901.130 +801-130 +901.130 +901-130 +90/.130 48' +90/-130 +99-130 +801.130 +90/-130 +901-130 +90/-130 +901-130 605/8' +901-130 .991-130 +901.130 +901.130 +90/-130 +901-130 +90/.130 80' +801.130 +901-130 +80/-130 +901-130 +90/-130 +901-130 +901.130 83' +90/-130 +801-130 +80/-130 +90/-130 +901-130 +901-130 .801-129.8 72" +901-130 +00/-130 *80/-130 +90/-130 +901-129.1 +901-122.5 +80/-113.8 78' +90/-130 +90-130 +901-130 +901-130 +90/-124.1 +901-118.7 +901.107.8 84' _ +90/-130 +90/-130 +80/-130 +901.130 +99/-118.4 +701-81 +701-90 WINDOW HEIGHT SEE SHEETS 1 & 4 FOR meow ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) /16" LAMI (3/16 AN - .090' SGP - 3/16 AN) Approved as complying with the Florida luidlagCed. ?Dl 8010 + 01OAa f V4i%7MC��i 51, de Prod NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS, 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Ossigr Pressure (psi) fa Windows Attached to a Vedkal Frame Assemdy Tube Wlmbw W idh f/ Willow Wldh under 22' 25-15/18' 27.3/4 30' 33-1/2" 35' 37' ANCHOR Arxhor (roup Anchor (roup or oup Affcha Group Anther Group Anchor Grtup Anchor Group ou Al ..A All B C D A 6 C 8 0 B AC&D A B C8D A B C 8 0 B A C & D A B C8D t N48" g undel23" +701-90 +701.90 +701.99 .70/40 +701.90 +701.98 +78/-90 +70/90 +70/-90 +70/-90 +70/-90 +701.90 +791-90 +701.90 +701-98 +70/-90 +70/-90 +70/-90 +70/-90 +70-90 2615/18' +70/-90 +70/-90 +70/40 •791.98 +701.90 +791-90 +70/.90 +70/.90 .70.90 +781-90 .70/.90 +701-90 +70/-90 .781-98 +70/.90 +70/-90 +70143 +701-90 +70/-90 +78/-90 363(8' +701-90 +7d-71.6 +70/-90 +701-90 +701-81 +701-90 +70/-90 +70/.90 +70.10 +701.90 +791-90 +701.90 +791.90 +70/-90 +70/-90 +70/.90 +70/-90 .70/.90 +70/48 +701-90 +701.90 +701.731 +/-57.3 +70/-90 •791.90 +144.8 +70/.90 +701.90 +70/-90 +791-90 +70/-90 +751.87.8 +70/-90 +70/.90 .70/.90 +79110 +701-90 +70/.99 +70/-90 +70148.9 •101.90 50.518• +1.69.3 +/-54.3 +70/90 +701.90 +/-81.4 +791.90 +79/-90 +701-90 +79160 +70/-90 +70/43.2 .791-90 +791-90 .70/.90 +70/.90 +701492 .70/-90 +7040 +75144.3 +70/.90 88' r +/68.6 +1-45.8 +70/-847 .7W-93 +/51.8 +70/41.2 +70/.90 +7045.9 +70/-90 •701.89.8 +701-70.2 +70/.90 +70/80.3 +70/-79.8 .70!40 +70/.762 +701-90 +70/-90 +70/.71.2 + -:± 4 u -s- HS5.7 +1.43.8 +70/807 +70189.5 ./-49.3 +70/-77.3 +70/-90 +70/-723 �+7d-) +70/.85.3 +148.9 +701.0 +70/-78.5 +70/-74.9 +70/.90 +701-71.8 +70/.90 +701885 +147.8 ? NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS, 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Destgn Pressure (pep fa Windows Alerted foe Hodzontel Frame AssembI9 Tube HEIGHT Willow Wldh under 23" 2515116" 27.3/4' 30' 33.112" 35' 37' ANCHOR Anchor Group Anchor Grcup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor 13toup Al Al All A9 8 ACID A B 68LI A 8 C80 u I i60' under 23" +70/-90 +791-90 +7480 +701 +70/521 .70/.90 +791.90 +791-78.5 +70/-90 +70/.90 +70/-74.3 +70/-90 2615/10" +70140 +70/-90 +70/-90 +74-95 +70/-90 +7d-90 .70158.8 +75150 +74-90 +70184 +70/-90 +70130 38.318' +791-90 +70180 +70/-90 +7480 +74.90 +791.90 +74-90 ' +791-90 +791.90 +791.90 +70/-90 +791-90 48" +70/-90 +791-90 +70/-90 +79140 +70/.90 +791-90 .791-90 .791-90 +701.90 +70140 .70/.00 +79140 50.519' +791-90 +70/-90 +791-90 +70/-90 +70/.00 +70.0 +70/-90 +70/-90 +70/.90 +70/-90 +701-30 +791-90 +791-90 +70/40 +70/-90 +70/.90 +70/.90 +791.99 +79180 +701.90 .70/.90 +70.90 +70/-90 +70/-90 63" +7440 +70/-93 +701.90 +701.90 +701.90 .791-99 +791-90 .791.97 +70/.90 +70/.90 +70/.90 +791.99 72' +70/-90 +70/40 +701.90 +79160 +70/60 .791.90 +70/.90 +70/-90 +70/.90 +70/.90 .751-90 .70/.90 78" +791-90 +70/-90 +70/-90 +7480 +70/90 .70/-90 +70140 +70/-90 +70/.90 +70/.90 +701.90 +791-90 84" +791.90 +70/-90 +70/40 +70/.90 +70/-90 +791-90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS, 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. g 8 ti O LL a CO bZ I0/ CERT. OF AUTN. #29298 FRAME ASSEMBLY TUBE HEIGHT 10' MAX ADDITIONAL ANCHOR (4), IF REQ. WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. g 8 ti O LL a CO bZ I0/ CERT. OF AUTN. #29298 keJ/ M.P. FOR GLASS TYPES: TABLE 11: - Design Pressure (peg 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 - SGP - 3/16" HS) Approved Florida ted° as corp 4ylog with lho a ==a°• ode 18 Whdew Width .090" SGP 3/16" HS) ROAN _i dna x - under 23" 25-18/16 27-3/4' 30' 334/3' 35• 37• 9) 7/8" LAMI. IG: (3/16" T - 1/4° AIR - 3/16" HS - .090° - d( under 23• +901-130 +901430 +901-130 +90/-130 +90/-130 +90/-130 +130/-130 By _ I J'i 7 25.15110' +901-130 +90/.130 +90/130 +90/-130 +901-130 +901-130 +901-130 _ _ 38.3/8' +901-130 +90/-130 +90/-130 +901.130 +901-130 +90/-130 +801.130 WINDOW 48' +914-130 +90/.130 +90/-130 +90/130 +901.130 +90/-1311 +90/-130 HEIGHT } 80.5/8' +90/.130 +901-130 +90/-130 +90/-130 +90/.130 +90/-130 +90/-130 el 60' +901.130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 83' +90/-130 +90/130 +90/-130 +90-130 +901-130 +90/-130 +90/.130 --..4 WINDOW Ir- 72' +80-130 +03/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 W DTH 78' +90/-130 +90/-130 +90/-130 +90/130 +901-130 +901.130 +90/-130 SEE SHEETS 1 & 4 FOR W �Or} r''84' +90/-130 +90/430 +901-130 +90/-130 +90/-13° WINDOW ANCHOR LOCATIONS AND QUANTITIES. u) Q ex Z 2106 2 TABLE 12: v- r (n O Design Pressure (psi) far Windows Attached toe Vertical Frame Assembly Tube O 0 cell, Q O Wind= Width W j,( I` under 23' 25.15118' 27.314' 30' 331/2' 35' 31' Q Group Anchor (roup •A Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grail Anchor )SOWSKI SIGN PRESSURE: ,EMENT WINDOW A B C D A B C&D B A,C&D A B C&D A B C&D B A,C&D A B CSD 9I- under 23" •791.90 +701.90 +70/.90 +70/.50 +70/-90 +701.93 .70/90 +74.90 +70.90 +701.90 +70.90 +701.90 .791.90 .70/.80 *791.90 +70/.90 .701.911 .701490 +701.90 +701-90 ,§ Z t 25-15/16' +791-90 +731.90 +70-90 +70/-90 +70/-90 +70/90 +70/.90 +70-90 +70/-90 +70/-90 +70/-90 +70/.90 *7490 +70.90 +791.90 .70/90 +70/.90 +70/00 +70/90 +701.90 1 38.319' +70/-90 *701-71.8 +791-99 +70/-99 *70-51 +70190 +70/90 +701.90 +70/90 +70/-90 +791.90 +70-90 +791.90 .70/00 +7d-90 *70/.90 +701-90 +731.90 +791.0 +70/.90 48" +70/.731 +157.3 +70.90 +731-90 +/84.8 +70/90 +701.0 +70/-90 +70-90 +791-90 +70/47.8 +731.90 +70-90 +70/90 +731-90 +70.90 .701.90 .79190 +79148.9 .79/40 504/8" .149.3 +154.3 .70/-90 +70/40 +141.4 .7090 +7090 +70/90 +70/90 +70190 .731432 +70.90 +70/-90 +70/-90 .731.90 +70/-892 +70/40 .701.90 .79144.3 .701-90 80" +1-58.5 +1-45.8 .70144.7 .70911 +151.8 .70141.2 +70/.90 .70.75.9 +70.90 .79149.8 +70.70.2 +70/-90 +70.80.3 .731-79.8 +791.90 +70.752 +791-90 +701-90 +70/-71.2 +701-90 I 83" +155.7 ./-43.8 +70.80.7 .79149.5 +/-09.3 +70/.77.3 .70/90 .70/.723 .75-90 +7045.3 +148.9 +70.90 +70-78.5 *701-74.9 +70/.9° +70/-71.8 +731.90 +70.88.6 +147.8 +70/.90 Q -v rn tD U FRAME 1 � o U TABLE 13:TUBE 10' MAX -••-' ASSEMBLY m -4-- , Design P18891318 (ps0 for Windows Attached toe Horizontal Frame Assembly Tube T ® o N m Winders Width DON, FRAME WINDOW HEIGHT j s ounder a 23' 25.1611°' 274/4" 30' 33-1/2' 35' 3Y HEIGH ASSEMBLYzx'Anchor � (kili is Group Anchor OueOP Anwar Group Anchor Group Anchor Group Anchor Group Anchor Iraq Anchor Group j + _L_L TUBE WWII I - ADD Wm7t1 r"- ANCHOR . Z 0 �' d Y 0 Alt A9 Alt All B A,C&D A B C & D A 6 C&D 10'MA1L (4), IF REO• oz z w +70/40 +70'40 •70-90 +70-90 +70-82.1 +74190 +70/90 +70-78.5 •70/9° +70/-90 *70-74.3 +70/-90 r ADDITIONAL SEE 811EET31 & 4 FOR WIDOW ANCHOR o under23' 25-16/16' +701-90 +70/-90 +70-90 +70'40 *70� +70-90 +70/40.8 +70-90 +70/-90 +70-84 +70/-90 +70-90 ANCHOR SEEEET 38-3/8' .791-9° •ids +70/-90 *74.90 +70/.90 *7480 +74.90 •70-90 +70-90 +70-90 +70-8D +70/-90 (4), H REQ. 3 ORTIADDITIONAL H08. REO111REDWRTHEFRAMEASSEMBLY ``.1'111`11U//'/,Ti s.sQ....••••-..!e viii ..�h 48' +79.90 +70/90 +70.90 +73140 +70/-90 +70/-90 *70/410 +701.90 +70/90 +70/-93 +70/.93 +70140 --�I 1 WINDOW I TUBE. z.:.;,...•,,1GENS4 •-.F.)3 . S 50-518" +70-90 +701-90 *7900 *7d-90 +70-90 +79140 +70/-90 +70/-90 +70/.90 +70/-90 +70/40 +70-90 WmTH • '• �C % i60' +70'-90 +731-90 +791-90 +791-90 •791.0 +791-9° *731.99 *79/4) .70/-90 +7°%90 *79/ 0 +70/-90 SEE SHEETS 1 & 4 FOR WINDOW ANCHOR = *: 140.58705 83' +70/40 +70/.90 •74.90 +791.0 +70'-0 •70/.90 *791-90 +70/4) +74.90 +70-90 +70/90 *70!.90 LOCATIONS ANDOUANTITiE3.SEESHEET 3 FOR ANY ADDITIONAL ANCHOR.4 7.: A. 72' +70/.0 *701-90 +7300 +75-0 +70/-90 +70.90 +7d-90 +70/40 *701.90 +70/-93 +70/40 +701-90 REQUIRED FOR THE FRAME ASSEMBLY lY II$'f3 •((f` 76' *70/-0 +70-90 +70'40 +791.0 *70/-90 +74.90 +70-90 +70/-90 *70-9° +70/-90 +79/-90 +70/-90 TUBE. %IO ••. STATE OF t0/. 84' +701.0 +731-90 +7d-90 +70'-90 +701 0 +79-90 ','��'•-FCORIOP-•',c '��1/!SS1ONAL NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) 89E SHEET 4 FOR SNUBBER REQUIREMENTS. ‘S A. LYNN MUM, P.E. P.E95n705 ',10 TABLE 14: • FOR GLASS TYPES: 5) 7/8" LAMI, 10: (1/8" T - 7/18" AIR - 1/8" AN - .090" PVB - 1/8" AN) WINDOW HEIGHT �IIYANDOW II SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 4prymed ar complying with the Florid,* /.,tdlrn ode Dat._ - -; 8 I�.AAS �t . ts)14i MI 1Da e�rm Design Pressure (p,» for Windows Attached to u Vertical Frame Assembly Tube Widow Width Deslgn Pressure (pat) br Single Windows, All Anchor Groups Window W1d1h under 23' 2545/16' L274/4' 30' 33-1/2' 35" 37' Anchor Group under 23' '+7605-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 5 25-15/16' +701-90 +701-90 +701-90 +70/-90 +71Y-90 +70/-90 +70/-90 8 38-3/6' +7W-90 +70150 +70/-90 +70/-90 +70/-90 +70/-90 +70)-90 m 45' +791.90 +70150 +701-90 +701-90 +791-90 +791-90 +701-90 +70/40 50.5/8' +70/-90 +70/40 +701.90 +791-90 +791.90 +79/90 +701-90 +70/40 60' +7W-90 +701-80 +70/40 +70/80 +791-90 +791.88.8 +791.84.6 +70/40 63' +70/-90 +70690 +70/-90 +70/-90 +70/.87.2 +70/44 +701-79.9 72' +701-90 +70580 +79188.5 +70/.81.6 +69170 +60/-69.4 +60/-67.8 76' +791-90 +70690 +791-88.3 +70/-78.7 +60/.87.2 +0045.2 +60/.83.3 84" +701-90 +70150 +70/41.3 +891.70 +691-81.8 +701-90 +79140 • FOR GLASS TYPES: 5) 7/8" LAMI, 10: (1/8" T - 7/18" AIR - 1/8" AN - .090" PVB - 1/8" AN) WINDOW HEIGHT �IIYANDOW II SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 4prymed ar complying with the Florid,* /.,tdlrn ode Dat._ - -; 8 I�.AAS �t . ts)14i MI 1Da e�rm TABLE 18: Design Pressure (p,» for Windows Attached to u Vertical Frame Assembly Tube Widow Width under23" 26-19116' urder23' 25.19/16• 27-3/4' 30' 33.1/2' 35' 37' Anchor Group Anchor Group Moho Group Anchor Group Anchor Group Anchor Group Anaho Group All A 5 C D A B C & D 8 A,C&D A 8 0&D A B C & D B A,C&D 8 A,C&D +70140 110417 23' +701-90 +701-90 +70/-90 +701.90 +79140 +70/40 +70/40 +70/40 +70/80 +70/80 +70690 +70/-90 +791.90 +705-60 +70/-90 +70/40 +70/40 +70/40 +70/80 25-16/16' +70/40 +701-90 +701-90 +70/-90 +70180 +70/40 +70/40 +791-90 +7W-90 +70/40 +70/40 +70/40 +70/40 +791.90 +70/.90 +791.90 +70/40 +7W-90 +70/40 383/8' +70/40 +791-71.8 +70/40 +70140 +70/41 +70/40 +70/40 +70/40 +701-90 +70/40 +70/40 +70/40 +70/-90 +701-90 +70/.90 +79140 +701-90 +79140 +70/-90 48' +701-73.1 +1-57.3 +791.90 +70/.60 +/44.8 +70/40 +70/40 +7W-90 +70/40 +70/40 +70/47.8 +70/40 +791-90 +791-78.6 +791-90 +701.90 +70/40 +70/.88.9 +701.90 60-8/8' +/-89.3 +/.54.3 +7W-90 +70/-90 +681.4 +70/80 +70/-90 +70/-90 +70/-90 +79140 +70/43.2 +701-90 +70/40 +791-74.0 +701-90 +70/882 +70/40 +70/44.3 +70/40 60' +/48.5 +645.8 +70/44.7 +70/40 +141.8 +70681.2 +70/40 +701-75.9 +791-60 +70149.6 +791-70.2 +701.60 +70/40.3 +/42.9 +70/40 +70/-782 +70/48.6 +701-71.2 +70/44.8 63' +/45.7 +643.8 +70/40.7 +70/49.6 +/.49.3 +70/-77.3 +70140 +70/-72.3 +7W-90 +70/45.3 +/46.9 +70/.90 +79178.5 +/-59.9 +70/47.2 +70/-71.6 +70/44 +147.8 +791-79.9 TABLE 18: NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. Design Pressure (psi) br Windows Attached to a Horizontal Frame Assembly Thbe Window Width under23" 26-19116' 27-3/4" 391 33.1/2' 35' 37' Anchor Group Anchor Group Anchor Group Anchor Group ANA* Omen Anchor Group Anchor Group AO All All A0 6 A,C&D A 6 060 A B C&D g under 23' +7W-90 +79140 +70/-90 +70/-90 +70/42.1 +70/.90 +70/40 +791-78.5 +70140 +70140 +791-74.3 +70/40 25.18/16' +705-90 +70/-90 +70/40 +701.90 +70/40 +701-90 +70/4.8 +70/40 +70/44 +70144 +70/40 +70/-90 38318' +70/-90 +70/40 +70/-90 +70/40 +791-90 +79140 +70/40 +70/40 +70/40 +701-80 +70/40 +70/-90 48' +79140 +70/40 +70/40 +70/40 +70/40 +70/40 +70/40 +70/40 +70/40 +70/.90 +70/40 +70/.90 50.5/8' +70148 +791-90 +70/.83 +70140 +70/40 +70/40 +70/-80 +70/40 +70/-90 +70/40 +70/40 i70/40$ 60' +791-90 +791-90 +70/40 +70/-90 +791-90 +79140 +70688.9 +70/48.6 +70148.8 +79144.8 +70/44.6 +70/-34.0 63' +70/.90 +70/40 +70/.80 +70/80 +70/47.2 +70/472 +70/-84 +701.84 +70/44 +791.79.9 +791-79.9 +791-79.9 72' +7W-90 +70140 +79145.5 +70/41.8 +80/-70 +601-70 +90/89.4 +60/49.4 +80/49.4 +80/47.6 +80/47.8 +80/47.6 78' +70/80 +70140 +70688.3 +70/78.7 +80/47.2 +60/47.2 +90/452 +601452 +60/45.2 +80/43.3 +80143.3 +80/43.3 84' +70/40 +70/40 +791.81.3 +60/-70 +80681.8 +80/41.8 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDMONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTMEB. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. J W r cn Z ces 11 4 r CO o g� 0 a o co Ge 0 CO: 0c0 5 co Z S co IW O Z g 4 m t9 ¢ � W Q U 1 1 1'N6A ONOtN e, NkSIX peXr z 59 wOqo O o' a oz z III/// (tYN� hl /j��. 1/0.58705 I/ 14. �▪ ��•'•. TTE03 w'o A LYNN MILLER PE. PE398705 FRAME ASSEMBLY TUBE ADDMOHAL ANCHOR (4), W REO. -F- WINDOW HEIGHT 10' MAX. T 1 INODOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDMONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTMEB. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. J W r cn Z ces 11 4 r CO o g� 0 a o co Ge 0 CO: 0c0 5 co Z S co IW O Z g 4 m t9 ¢ � W Q U 1 1 1'N6A ONOtN e, NkSIX peXr z 59 wOqo O o' a oz z III/// (tYN� hl /j��. 1/0.58705 I/ 14. �▪ ��•'•. TTE03 w'o A LYNN MILLER PE. PE398705 TABLE 17: Design Pressure (Ps0 for Bingle Whdems, A0 Anchor Groups Window Wldh under 23" 25.18118' 27314' 38' 33.1/' 35- 3A 1 water 23' +901.130 +901-130 +93/-130 +901-130 +911-130 +90%130 +90/-130 28-18/18' +907-130 +90/130 4901-130 +93.130 +811-130 +901-130 +90%130 38318' +901-130 +011-130 490/-130 +90/-130 +901-130 +901-130 +90/-130 48' +90/430 400/-130 490/-130 +93/-130 +901-130 +907.130 +931/-130 50.818' +001-130 +90/-130 +90/-130 +901-130 +90/130 +901-130 +901-130 60" +90/130 +901-130 +901-130 +901-130 +90/133 +90%130 +90/-130 83 +90/-130 4907-130 +90/130 +901-130 +310/-130 +901.130 +901-130 72' +90/130 +90%130 +901-133 *901-130 +931-130 +901-124.6 +901-118.7 76" +90/-130 +907-130 +901-130 +901-130 +00/-126.2 +90/-1187 +801-109.8 84" +90/-130 +901-130 +90/130 +90/-130 +901-116.4 TABLE 16: FOR GLASS TYPES: 6) 7/8° LAMI. IG: (3/16" AN - 1/4° AIR - 3/16" AN - .090" SGP - 3/16" AN) 8) 7/8° LAMI. IG: (3/16" T - 1/4" AIR - 3/16° AN - .090° SGP - 3/16" AN) WINDOW HEIGHT WI@OW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 4pproyt4 at comply:co u11b the /laud. 0oh9ng C , e Date ter; 11,1" de�. ut Conlin DesIg1 Pressure (De0 fa Windows Attached to a Vertical Frame Assemdy Tuba Window Wldh under 23" 25-15/16" 27.3/4" 30" 33112" 3S 37° Anchor Group Anchor Group Anchor Group Anchor Group Anchor 0roup Anchor Group Anchor Group A 8 C D A 8 C8D B A,C&D A B C & D A 8 C&D 8 A,C&D A B CSD wader 23" +70/-90 +70/93 +70/90 +70/-93 +70190 +70/-90 +701-90 +701-90 +731/-99 +701-90 +731-90 +70/90 +731-90 +70,-90 +70'-90 +70/-90 +70/.90 +707-90 +70/-90 +701.10 2516118' +70/.90 +701.90 +70/-90 +701.90 +701-10 +70/-93 +70190 +70190 +76-90 +70/-90 +70/.90 +70/-90 +70/.90 +70/30 +7G-93 +70/-90 +701-90 +701.93 +701.90 +70190 383/6" +7G-90 +76-71.6 +70/90 +70190 +70/81 +707.93 +70/-90 +731.90 +7090 +70/-0 +73190 4791-90 +70/-90 +70/90 +70'90 +70/-90 +731-90 +791.90 +701-90 +731.90 48" +76-731 +7.57.3 +70/.90 +701.90 +764.8 +701-90 +70/90 +731.9D +70/-90 .701.90 +70/.87.8 +76.93 +70.90 +76.90 +731-90 +701-90 +707.90 +76.93 +731.8 .9 +701-90 50-5/8' +1.89.3 +/-54.3 +76.90 +76.90 +1.81.4 +701-90 +7690 +731.90 +76-90 .70/-90 +70/483.2 +76.90 +76.90 +701-90 +76.90 +701.89.2 +7690 +731.93 +76.84.3 +76.90 60" +158.5 +7-45.8 .73144.7 +70193 .151.6 +76.91.2 +70/-90 +70/-75.9 +76.90 +731-99.8 +701-70.2 +76-90 +76.80.3 +76-78.6 +7690 +76.75.2 +731-90 +70/-90 +76-71.2 +701-90 63" +1.55.7 +1.43.8 +7660.7 +73169.5 ./-49.3 +70.77.3 +707-90 +7(2-723 .731-90 .70/-65.3 068.9 +73190 +76-78.5 .70/.74.9 +70.90 +70/41.6 +731-93 +70/.88.5 +1.87.8 +76-90 TABLE 19: Design Pressure (oaf) for Windows Attached to a Horizontal Frame Assembly Tube Widow Width wrier 23' 25.15118" 27-3/4" 30' 33.1/2' 35" 37" Anchor Group Anchor Group Anchor Group Amboy Group Anchor Group Anchor Group Anchor Group Anchor Group Al AO A8 All B A,C&D A B C813 A B 080 under 23" +701.90 +70/-90 +70/.90 +73190 +70/42.1 +731.90 +70/90 +731-78.6 +701.90 +76.90 +70/-74.3 +76.90 25.15116• +70/90 +76-90 +7W-90 +70/90 .731-90 +70/-90 +7648.8 +76.90 +701-90 +70/.84 +70/-93 +731.90 38.3/8• +7690 .7111.90 +76-90 +70/90 +731.90 +76-90 +70/90 +70/80 +701-90 +731-90 +76.90 +731-931 48' +70/-90 +7W90 +73190 +7690 +731-93 +731-90 +70/90 +70/90 +76.90 +70/.90 +70/.90 +76.90 80/8" +7630 +76.93 +70-90 +70190 +76.90 +76.90 +70/90 476-90 +70)-90 +70/.99 +701-90 +76-90 Sr +7690 +701.90 +70/-90 +76.90 +70/.90 +731-90 +70/-90 +701.90 +731.90 +76.90 +701.90 +731-90 Sr +70/90 +70/90 +70/-90 +70/90 +76.90 N0/-90 +70190 +70190 +76.90 +70/-90 +731.90 .701-90 72" +76-90 +76.90 +70/90 +701-90 +731-931 .731.93 +701-90 +70190 +7690 +707-90 .73190 +7690 76" +70/93 +70/90 +70/90 +76.90 +7690 +76.90 +701.90 +76-90 +70/-90 +731-90 +76.93 +731-90 84" +70/-90 +70/-90 +731-90 +76.90 +70190 +70/90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. I WINDOW �1 WIDTH 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 ASSEMBLY TUBE WINDOW HEIGHT L WINDOW ADDITIONAL WIDTH ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTRES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. j ® °1 �'o:x cZ a 1+111111 Ilr7 \N71O V 4YNN !1#4;,///'., ��,":..,�GENSF•: * • No. 58705 ct STATE OF 4/:: �ii�'t1 ''•. FLORIOP •' ('y •� is/ONA .1 `‘ A LYNN MILLER, P.E FMB MOB 0 O 1n A Z cl' 0/Q U CERT. OF AUTH. #29296 TABLE 20: Item Dwg. # Description _Material 1 7002 Main Frame Head, Sill & lamb 6083-113 Alum. 2 7071 Anchor Plate 808316 Alum 3 7003 Sash Top, Bottom & Side Rail 6083-16 Alum. 4 7008 Frame Corner Key Steel 5 7009 Sash Comer Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Comer Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .181' x .275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multl-Lock Keeper Steel 13 7013 Tie Her Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, W Wa24" Steel 16 7027 Maxim Dual Ann Operator, W W>24" Steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator 8addngPlate Steal 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider (Dual Arm) Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steel 23 7050 Egress Hinge/Washable (HD), Manuf. by Truth Steel 24 Snubber, AntI-blowout Clip Steel 31 Dura Seal Spacer Steel 32 1713 Setting Biodk 5/32" x 3/16" x 1-1/4" EPDM 33 1714 Setting Block 5/32" x 7/16" x 1-1/4" EPDM 35 7036 tam! Bead 8 6063-76 Alum 36 7042 Lam! Bead C 8063.313 Alum 37 7059 Lam! Bead D 8083-T8 Alum 38 1224 Vinyl Bulb Wstp (Thidk) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899 Sillcon Backbedding 60 7006 Screen Frame 3105-H14 Alum 61 7040 Screen Comer Key Polypropolena 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stalnlese Steel 70 134 Add-on Flange 60633-16 Alum 71 7004 Frame Assy Tube 6063-T6 Alum 80 #8-32x 1/2" Ph. Pn. Mach. kr TYPE B Stainless Steal 81 1157 #8 x 1/2° Ph. Pn. SMS Stainless Steel 82 #8 x 5/8" Fl. Ph. SMS Stainless Steel 83 #8 x 7/8" FI. Ph. SMS Stemless Steel 84 #8x 1" FI. Ph. TEK Stainless Steel 85 flax 1" Quad Pn SMS Stainless Steel 86 68X 1-1/2" Quad Pn SNB Stainless Steel 87 #10 x 1/2" Ph. Pn./ TEK Stainless Steel 89 #10.24 x 9/16' Ph. Pn. TYPE F Stainless Steel 9D #12 x 10 Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3, SHEET 4 SASH CORNERS FRAME CORNERS 23, INTERIOR `t,llttlurr,, ONV 4... ••0GENSLc• • ;"Y - % No.58705 A 3rtfr3 fie, �0„1..•, STATE OF /'ess/ONA�� 1�1��N. A. LWIIULLLER, P.E. P.E.# 58705 .082' NOM. �-+-- 2.784' OFRAME HEAD, SILL & JAMB #7002, 6083-T6 2.919• 1.388' I71 .095` J �I- OANCHOR PLATE #7071, 8053•T6 708' .090• 17 888' 35 BEAD B #7036, 6063-T6 .870-.060` T 11114444��i . 689. 37 I1 BEAD 0 #7059, 6083-T6 S SASH TOP, BOTTOM & SIDE #7003, 6083-T8 .090' 1.000' .423' --►I f FIXED 80 SCREEN FRAME #7008, 6063-T6 050 E 035* J a BEAD C #7042, 6083 -TO .126' .082' —.-I 1.124' r— J 2.701' .093' 71 FRAME ASSEMBLY TUBE #7004, 6063 -TO 1 .093' 2 • 1 70 AD#DON FLANGE #134, 6063 T8 Revised By Dole: Revision: Revised Ry. Dote: Revision: 4pproved al comphlag with the Florida Ba Ce Dat ! t Iy0A8e 3V,li'4[43: Mjamle ut ,.tro 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AWN. 029296 Moon By: BO AND CORNER VIEWS J ROSOWSKI CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Swiss/Model: Scale: Sheet: Droving No. Rev. CA -740 NTS 10 OF 10 MD-CA740-LM Dal°: DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by .Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the H b01.elocity = umcane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ wo Sidelites - L.M.I. APPROVAL DOCUMENT: Drawing o. i i , 1l • ems um. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit`h irbear a pe ane a s name or logo, city, state, model/series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.22 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 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.miam1dade.eov/donionm ent/ MPAMPDADE COUNTY APPROVED S,6Pos 5)44111 NOA No. 12---03/6.02 Expiration Date: October 18, 201 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. 110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. 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 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 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-2 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. FTL-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. FTL-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 PGT Industries, for their Series "FD -101 Outswing Aluminum French Door w/ wo Sidelites - L.M.L", approved on 11/23/11 and expiring on 10/18/12. Jaime D. Gascon, P. 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(SI 1. _ • ING OPTIONS: ;, LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 1 41 ■ • r • HEA ZSTRENGTH 101 G arc B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16° LAMI NOM. (.485") CONSISTING OF (1) UTE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. D. 7/16° LAMI NOM. (.4851 CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLE)C/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. E. 13/16° LAMI 10 NOM. (.840") CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS, 1/4° AIRSPACE, (1) LITE OF 1/84 HEAT STRENGTHENED GLASS PLUS AN .090 PVB ® INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. ® B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. 3. CONFIGURATIONS: X, 0, XX, XO, OX, )0(0, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS qF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. L • SHUTTERS ARE Nb 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: ®TEST REPORTS FTL-4984, 5212 & 6884; ELCO ULTRACON NOA: 11.0408.01, 12-0126.09; ANSI/AF&PA NDS -2005 FOR VYOOD CONSTRUCTION AND ADM -2006 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), 18 REQUIRED ONLV AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE UTE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ SECTIONS 6 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 GLASS ABBREVIATIONS AN. = ANNEALED HS. = HEAT -STRENGTHENED TP. = TEMPERED c 0 IIIIIII am� 1/2" GLASS BITE EXTERIOR 1/8"AN. OR_ HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 3/16" HS. GLASS 3/8" NOM. GLASS STACK 3/8" LAMI NOM. EXTERIOR 3/16° AN. OR HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 3/16" HS. GLASS 7/16° NOM. GLASS STACK 7/16" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D NOTE 1 A 1/2° GLASS BITE 1/4" AIRSPACE 3/16" TP. GLASS .080 PVB INTERLAYER (DUPONT BUTACITE) 3/16" HS. GLASS 1/8" HS. GLASS 13/18" NOM. GLASS STACK 13/16° LAMI IG NOM. GLAZING OPTION E, NOTE 1 PRODUCT MEMO) as yIugwnh the Flnstd6 Bull41138 004 AcaTIOnte rm 12 02. O co53 re v N A O 30 1- O rigtd TABLE 1. DESIGN PRESSURES OR ALL CONFIGURATIONS APPROVED CONFIGURATION"`� " , OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LFiES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPE, C, D OR E HEIGHT X d DT XX DTH 68 - 79 3/4" (f6 - 83 87 3/4" 91 3/4" 8° - 95 3/4" 37 1 ° 71 3/4")+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 0 WIDTH SINGLE SIDE UTES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -68.6 +63.1 -83.1 O WIDTH I 36 3/4" SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E +75.0 -75.0 +75.0 -75.0 +75.0 -75.01+76.0 -75.0 +75.0 -75.0 TABLE 2. APPROVED (THE LOWER REINFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR /SIDE LUTES ONLY CONFIGURATIONS: DP FOR OX, XO, OXO, )XO, OM & OXXO THE DOOR OR SIDE LITE PREVAILS.) IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 - 79 3M" 7° - 83 3/4" 87 3/4" 91 3/4" e_ 95 3/4" 2° 25 1/2" 4° 47 3/4" +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 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 2° 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -4t5 +39.3 -39.3 +37.3 -37.3 35 1/2" 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 O WIDTH GLASS TYPES A, B, C, D OR E 103/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -88.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -84.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +472 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 B. 3/8" 1 S, .090 PVB, .16° HS) C. 7/1 + LAMI (3/16" A, .090 PVB, 3116° HS) D. 7/1 n LAMI (3/16" HS, .090 PVB, 3/16° HS) ® E. 13/1 LAMI IG (3/18" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) 2. COMB! ED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. "X/XO WIDTH = 731/2" MAX. •XO WIDTH =1091/2" MAX. 0/OXX WIDTH =107 3/4" MAX. • XXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL. OF DOUBLE DOORS 64118" WIDE co 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. DESIGIS PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 6. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90° HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +87.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68° WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" 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 28° SIDE LITES DESIGN PRESSURE _ +43.6 / -43.8 PSF EX. D FROM TABLE 2. 0X0(0 WITH GLASS TYPE C 63 3/4" WIDE x 80° HIGH DOUBLE DOOR WITH 26° SIDE UTES DESIGN PRESSURE =+43.1 / -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 5 FOR REINFORCEMENT DETAIL. W W g 0 1 Dj aN A 0 DESIGN PRESSURES .11 ig 0 U- 1° `00101 a3rr'•'r. _ _v7 d EO p_ 0. z `i : ,,. n d 7/rrrriiinP``; -73 1/2' MAX.° h. MAX. 0 m11 1 IA SEE NOTE 4 OX OR XO 36 3/4° MAX. 143 3/4" MAX. SEE NOTE 3 36314" MAX. SEE NOTE 4 NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 7C AND 'XX' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE X(O', 'OX', XO"XXO','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX DOORS AS FOLLOWS: (XC DOORS = WIDTH - 5.646) (XX' DOOR = DOOR WIDTH/2 -4.078) G G OXXO DOOR DLO HEIGHT = HEIGHT -11 3/6" DLO WIDTH 7C = DOOR WIDTH -1215/15" DLO WIDTH )OC = DOOR WIDTH/2 -11 5116" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8° SEE NOTE 4 4" (. •) PRODUCT RENEWED CISCfnaplying withFlorida Building d Z_4. aighT, Dam Aceoptimae No La I1. P." %,;,-' N r 1 u) U O Z W S U N a N I o Z O Q w 0 1 yyO 0 5 6 , 8m , E{ O # lE X AC. 8 , E{ X INACT 1 �IE 1 0 SEE NOTE 4 NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 7C AND 'XX' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE X(O', 'OX', XO"XXO','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX DOORS AS FOLLOWS: (XC DOORS = WIDTH - 5.646) (XX' DOOR = DOOR WIDTH/2 -4.078) G G OXXO DOOR DLO HEIGHT = HEIGHT -11 3/6" DLO WIDTH 7C = DOOR WIDTH -1215/15" DLO WIDTH )OC = DOOR WIDTH/2 -11 5116" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8° SEE NOTE 4 4" (. •) PRODUCT RENEWED CISCfnaplying withFlorida Building d Z_4. aighT, Dam Aceoptimae No La I1. P." %,;,-' N r 1 u) U O Z W S U N a N I o Z O Q w 0 1 yyO 0 5 6 DOOR SECT. A -A VERTICAL EXTERIOR MAX. DLO INTERIOR SL SECT. B -B VERTICAL SL VIEW G -G CORNER ASSEMBLY AT HEAD/JAMB AT SILL/JAMB co co a N VERTICAL SECTIONS a 1E 6 1 'XX' SECT. C -C HORIZ. 46 Oar MAX. SL WIDTH{ 'X' SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX. DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY INTERIOR EXTERIOR Fe --MAX. SL WIDTH MAX. DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) 66 PRODUCT RENEWED as complying with the Florida Building 2-0 lb . HORIZONTAL SECTIONS ITEM DWG # POT# DESCRIPTION 1 9436 60411 FRAME HEAD 2 1010 60300 WSTP.,Q-LON .190 X .375 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7 934A 7832X12FPXP #8.32 X.500 PH. FL MS - S.S. W/SIUCONE PATCH 8. 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 9 998 70998 GASKET (BETWEEN HEAD & FRAME JAMB) 10 952A 6533018 FILLER HEAD ADAPTER 11 11000 611000M OUTSWING THRESHOLD 12 1670 671670 WSTP, .350 RD FOAM FILL T -SLOT (AMSBURY#32011) 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 14 11001A 411001A ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) 16 11002A 411002A ACETAL SPACER .096 (INHOUSE INJECTION MOLDED) 16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 20 915D 60380 FRAME JAMB (OUTSWING) 21 1010 80300 W$113.,0 -LGN .190 X.375 HIGH 22 6808 88608M REINFORCEMENT, 1.000 X2.780 X 0.650, 6081--75 23 1140 78X112PSATS #8 X 1.600 PH SQ A T/8 24 1048 71048 JAMB SCREW COVER CAP 26 930 41721N 13TRIKE PLATE INSERT 28 1118 710X34PFA #10X.750 PH. FL SMS 27 7070 87070K BULB WEATHERSTRIP .187 .300 HIGH 30 910D 6910 DOOR PANEL, TOP & B01TOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10X.625 PH. FL SMS 34 913A 60378M TRUSS CLAMP 35 1130 BTRODA 5/16.18 THREADED ROD 38 990 7990NUTA 5116-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.76 PH. FL TEK 39 997 70097 GASKET (BE1WEEN PANEL HEAD/SILL & PANEL STILES) 40 1023 679240 WSTP., .187 X.280 HIGH, FINSEAL 41 928 4170 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P30G0 SILL DUST PLUG (INACTIVE PNL) 44 9836 8983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 9848 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 60200K WSTP.,Q-LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7834F 08 X .750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 8R180FS RUBBER SLEEVE 61 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 82 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710XI4PFA #10X.750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL. SMS ITEM DWG # POT# DESCRIPTION 60 20D 6920D SIDEUTE HEADER 61 921D 8921 SIDEUTE SILL 62 d16B 60381 SIDEUTE JAMB 63 1165 781PQA #8 X1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 489 7999 SILL GASKETS (STOCKING 070899) 68 934A 61641M SIDEUTE JAMB ADAPTER 67 ! #12 X 1.000 SHEET METAL SCREW 70 712853K SETTLING BLOCK, 3/32° X1/4" X 1" W/PSA, 85 +1.5 DURO. 71 71267K SETTING BLOCK, 1/16° X1/2° X1' W/PSA, 86 +/-5 DURO. 72 4222A 84222 BEAD, 7/16" 73 08 6988 BEAD, 318" 74 4087E1 84987 BEAD, 13/16° 10 00 6DURAKI4 1/4" DURASEAL 10 SPACER 91. 61P248 BULB, THIN (USED IN EXTRUDED BEAD) 92 988 64908 BEAD, INTERIOR 93 224 61P247 BULB, THICK (USED IN EXTRUDED BEAD), 65 +1-1 DURO. 94 LAZING SILICONE; DOW 899 OR 983 95 LASS, 3/6" LAMI - 1/6" A, .90 PVB, 3116" HS 88 GLASS, 3/8" LAMI.• 1/8" HS, .90 PVD, 3/16" HS 97 GLASS, 7/16° LAMI - 3/16° A, .90 P IB, 34" HS 98 GLASS, 7116" LAMI.3/16" H8, :90 PVS, 3/16" HS 99 GLASS, 13/18° LAMI 10.3/16° TP, 1/4° AIRSPACE, 1/8° HS, .90 PVB, 3/16" 118 103 OFF -THE SHELF !DEAD.SOLT LOCK .504-;{ �- +. 360 .055 13 OUTSWING THRESHOLD CHANNEL COVER 6063-T6 .650 --►1 1-.--.125-1 0 TUBE MULL 6063-T5 1.000 vnw=ltd ED tlFlorida ....- as OS!!o� 2 " l "°P�`�°�'° r�rr/sr N CL Q N A o co U cri J N CC 05 5 isTS 8 0 u. 000 g 0 0 1 f8 1.750 4.828 4.000 .082 0 DOOR PANEL 30 TOP & BOTTOM RAIL 8083-T8 1.272 1-3 0°0 1 FRAME HEAD 6083-T8 ' 479 J A.060 7 .(f079 J �� 1J 3.000 —0-I 11 OUTSWING THRESHOLD 8083 -TB 1.489 DOOR PANEL SIDE RAIL 8083-T5 4.728 1.500 1 125�jj It JI .760 .883 TRUSS CAMP 083-T6 c) 3/8" GLAZING BEAD } 6083•T5 3.100► 4.100 ODOOR FiANEL INTERIOR ASTRAGAL 8083-T5 .050 -1.750 %2 7H8° GLAZING BEAD 8083-T5 OSL HEADER 60 8083-T8 61 SL SILL 8083-T8 3.000 r-1.4801 .050 1. ,10 DOOR FRAME, JAMB 6083-T8 r-1.578 —� .890 .080 62 SL JAMB 8083-T8 3.000 830 2.980 .050 SL JAMB 66 ADAPTER 8083-T8 .260—�I WEATHER STRIP CHANNEL 8083-T5 32 HINGE 8083-T5 0.375 .125 .883 r°50 F -1 1.092 L.,— IG GLAZING BEAD 8053-T5 FRODUCFRENEWBD n cmvplyhn whh the Flmide / 8ufdh8 Accepialid - • sr 02 'F"'�Dada ProdoA�' 52 O X d C V N Io Z O g 71) IS Amex le;e dal � of HEAD I ZONE °C°� i a HEAD HZONE ?EI ZONE °D° HEAD HEAD I ZONE °D°ZONEE °D°I W z N 02 I I I I I ILL 1 SILL ZONE °D° ZONE °D° SEE TABLE 4., SHT. 9 oxo SILL I SILL ZONE -{—ZONE °F° SEE TABLE 7., SHT. 9 "E" SILL —}-ZONE NOTES: 1. APPROVED ANCHOR TYPES ARE: 1.1/4° ELCO TAPCONS�2. 1/4° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3.812 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING /FOLLOWS (3° MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4° MAX. FROM CORNERS AND 231/8° MAX. O.C. HEAD & SILL OF DOORS: V' MAX. FROM CORNERS, 9° MAX FROM ASTRAGAL CENTERS AND 20 718° MAX. O.C. HEAD & SILL OF SIDE LITES: 8° MAX FROM CORNERS AND 24 3/4° MAX O.C. ' 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. HEAD ZONE °E°� z O ZONE °F° HEAD SILL ZONE °E° SEE TABLE 6., SHT. 9 SILLSILLZONE °D° ZONE °F°�ZONE-I SEE TABLE 7., SHT. 9 HEAD HEAD I ZONED° -ZONE' °I XO OR OX 1_ ZONE 'D°ZONE °E°� SEE TABLE 8.. SHT. 9 HEAD °E° SEE TABLE 7, SHT. 9 "E' 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) A x = MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3.7 ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19° x 83 314" SIDE UTES "B" AND °E° ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 314° 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+6+6+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL * = ANCHOR LOCATION FOR EXAMPLE ABOVE PRODUCTRENEWED asemnplyioa odd Ito Florida noildlas Coda Acceptance No 0117 10.02 Dade Redact GE, ELEVATIONS ZZONE °F,�ZONE °F„—} -ZEE-} I - IAMB mr! •a•--{ oxxo II IL II_ ZO E��.SILL 1 SILL 4ZO E • ILL� °E° SEE TABLE 7, SHT. 9 "E' 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) A x = MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3.7 ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19° x 83 314" SIDE UTES "B" AND °E° ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 314° 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+6+6+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL * = ANCHOR LOCATION FOR EXAMPLE ABOVE PRODUCTRENEWED asemnplyioa odd Ito Florida noildlas Coda Acceptance No 0117 10.02 Dade Redact GE, ELEVATIONS TABLE. X 00ORS ® TABLE DOORS A (ALSO X DOOR OF XO & OX) TABLE 6.O SIDE LITE Q TABLE 6. gi & OX Q TABLE 7. OM XXO QXX & OXXO GLASS TYPES A. B. C, D. E GLASS TYPES A, B, C, 0, 6 GLASS TYPES Q.13, C, D. E -."-.)ANCHOR GLASS TYPES co,.. C, D, GLASS TYPES A,13, C. D, E ANCHOR TYPE 8 SUBSTRATE 2,3, WOOD 1,2. CONC ANCHOR TYPE 8 SU98TRATE 2,3, WOOD 1,2, CONC TYPE & SLIBSIRATE 2,3 WOOD ,2, ANCHOR TYPE 8 SUBSTRATE 2.3, WOOD 1,2. CONC ANCHOR TYPE__" 8 SU98TRATE 2,3, WOO 1.2. CO POOR WIDTHS LOADZONES POOR WIDTHS LOAD MODES b9Dl LOAD ZONES POOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES %L' -26.60 TO 37.50 .,O("-47.76 TO 71.75 , I� J 4 'k' - 25.50 TO 37.50 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH X - HEADI5ILL171 X -JAMB "A" — O- JAMB 'B' N N N M N O-HEADISILL-EE a "X - 25.50 TO 37.50 de w � i • w X - JAMB 'A' X - HEAD/SILL 'C X- HEAD/SILL 'r (USE W I TABLE 7.) °O' - 10.75 TO 38.75 ;O Io d ')ON - 47.76 TO 71.76 w 011, <di-ik i.7 "'e XX: HEADISILL`D'(USi [ALSO W/ TABLE 6.) !IL E -1 WIDTH x Hr. 10.76 x 79.75 o 4 o 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH IX.XX - H o 4 o 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE—OF APPLICABLE DOOR WIDTH IX.10t - H WDTH x Hr. 10.76 x 79.75 83.76 87.75 91.76 95.75 o o 4 2 4 2 4 2 4 2 4 2 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTHX EAC X -JAMI WIDTH x irr. x X >c 3 WIDTH x Hr. O o O O WIDTH x Hr. # i a i a i 26.60 x 79.76 6 2 7 4 2 3 47.76 x 79.75 4 3 6 4 2 3 10.75 x 79.75 4 1 4 1 83.75 4 2 4 2 83.76 4 1 4 1 83.75 8 4 7 4 2 3 83.76 6 2 7 4 2 3 87.75 4 2 4 2 87.76 4 1 4 1 87.76 6 2 7 4 2 3 87.78 5 4 7 4 2 3 91.75 4 2 4 2 91.76 6 2 7 4 2 3 91.75 6 4 7 4 2 3 91.75 4 1 4 1 95.76 4 2 4 2 96.75 4 1 4 1 95.75 8 2 7 4 2 3 96.75 6 4 7 4 2 3 12.75 x 79.78 4 2 4 2 27.50 x 79.75 6 2 7 4 2 3 51.76 x 79.76 6 4 7 4 2 3 12.75 x 79.76 4 2 4 2 12.76 x 79.75 83.75 87.75 81.75 95.76 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 83.75 4 2 4 2 83.76 4 2 4 2 83.76 6 2 7 4 2 3 83.75 5 4 7 4 2 3 87.75 4 2 .4 2 87.75 4 2 4 2 87.75 6 4 7 4 2 3 87.76 6 2 7 4 2 3 91.76 4 2 4 2 91.76 4 2 4 2 91.75 8 2 7 4 2 6 91.76 6 4 7 4 2 3 95.75 4 2 4 2 95.76 4 2 4 2 95.76 8 2 7 4 2 6 95.76 8 4 7 4 3 5 19.00 x 79.75 4 3 g,2 29.50 x 79.75 6 2 8 4 2 3 65.76 x 79.75 8 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.76 83.75 87.75 91.75 85.76 4 3 4 3 4 3 4 3 4 3 4 2 4 2 4 2 4 2 4 .2 83.78 4 3� 83.76 4 2 4 2 83.76 6 2 8 4 2 3 83.75 6 4 7 4 2 3 87.75 4 3 4 2 87.76 4 2 4 2 87.76 8 2 8 4 2 6 87.76 6 4 7 4 2 3 91.75 4 3 4 2 91.75 8 2 8 4 2 6 91.76 6 4 7 4 3 5 91.75 4 2 4 2 96.76 4 3 4 2 95.75 6 2 8 4 2 6 95.76 4 2 4 2 95.76 6 4 8 4 3 6 21.75 x 79.78 4 3 4 2 31.50 x 78.75 8 2 8 4 2 3 69.75 x 79.75 8 6 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 83.76 87.76 91.75 95.76 4 3 4 3 4 3 5 3 5 3 4 2 4 2 4 2 4 2 4 2 83.75 4 3 4 2 83.76 4 2 4 2 83.76 6 2 8 4 2 6 83.75 6 6 8 4 2 3 87.76 4 3 4 2 87.76 4 2 4 2 87.75 8 2 8 4 2 6 87.75 8 6 8 4 3 6 91.76 6 3 4 2 91.75 8 2 8 4 2 6 91.75 5 2 4 2 91.75 8 5 8 4 3 5 95.76 6 3 4 2 95.75 5 2 4 2 96.75 7 2 10 4 2 5 95.76 8 5 8 4 3 5 27.75 x 79.75 5 3 4 2 33.50 x 79.75 6 3 8 4 3 3 63.75 x 79.75 5 5 8 4 2 3 27.78 x 79.75 5 2 4 2 27.75 x 79.76 83.75 67.76 91.75 95.76 5 3 6 3 5 3 6 3 6 3 4 2 4 2 4 2 4 3 4 3 83.75 5 3 4 2 83.75 6 3 8 4 3 8 83.75 8 5 8 4 3 6 83.75 6 2 4 2 87.75 5 3 4 2 87.75 5 2 4 2 87.76 6 3 8 4 3 5 87.75, 6 6 8 4 3 5 91.75 8 3 4 3 91.75 6 2 4 2 91.75 7 3 10 4 3 6 91.75 6 5 8 4 3 5 95.76 6 3 4 3 85.76 6 2 4 2 95.75 7 3 10 4 3 6 95.75 7 6 10 4 3 5 38.13 x 79.75 8 4 4 3 35.60 x 79.75 8 3 8 4 3 8 67.76 x 79.75 8 5 8 4 3 5 36.13 x 79.76 8 3 4 3 36.13 x 79.75 83.75 87.75 81.76 85.75 8 4 6 4 7 5 7 5 7 8 4 3 4 3 4 3 4 3 4 3 83.75 6 4 4 3 83.75 8 3 4 3 83.76 6 3 8 4 3 5 83.75 8 5 8 4 3 5 87.75 7 6 4 3 87.75 7 3 4 3 87.76 8 3 6 4 3 8 87.75 8 6 8 4 3 8 91.75\ 7 5 4 3 91.76 7 3 10 4 3 5 91.75 7 3 4 3 91.76 7 6 10 4 3 6 95.75 7 5 4 3 95.75 7 3 4 3 95.75 7 3 10 4 3 6 95.75 7 8 10 4 3 5 38.75 x 79.75 6 4 4 3 x 79.75 8 3 8 1 4 3 5 71.7 x 79.75 6 5 8 4 3 5 38.75 x 79.75 8 3 4 3 38.75 x 79.76 83.76 87.76 91.76 95.75 8 4 8 4 7 6 7 6 7 5 4 3 4 3 4 3 4 3 4 3 83.76 6 4 4 3 ®7 8 6 9 4 3 83.76 8 3 4 3 173 C83. 8 3 8 3 �b 87.75 7 6 4 3 8776 7 3 10 4 3 6 87.76 7 3 4 3 87.76 6 6 0 4 3 5 91.75 7 5 4 3 91.75 7 3 10 4 3 5 91.75 7 3 4 3 91.76 7 6 10 4 3 5 96.75 7 5 4 3 95.75 7 3 10 4 3 6 95.75 7 6 10 4 3 5 95.75 7 3 4 3 APPRO RNGfl6R 1 i 1. 1/4' ELCO TAPCONS PES: 2. 114' 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. PRODUCI RENEWED eawmplyinBgro�vtl6 Florida (2..,..tii512Oe Dade Product 4 O 62 �o 1 W W g 0 ri N I ❑ OeamfpBua ANCHOR QUANTITY LOAD ZONE TABLES 0 O O u - 1O O IC rh 1 1 L 2X WOOD BUCK, NOTE 2 1 314°_...I MIN E.D. I 1/4° MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 318" 1/4° MAX. SHIM -1 MIN. WOOD ANCHO ON ST CENTS TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 IX WOOD BUCK EXT. 1 3/8° TYPE 1 1 3/4° TYPE 2 • —1/4" MAX. SHIM ANCHO NOTE 1 DOOR HEAD (CONC) 1/4° SHIM 2X WOOD BUCK NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 9 3/4° .4-1 314" MIN. E.D. 411. SD, t E ° 3 "s "..._:n`i, 1318°TYPE 1 1 3/4" TYPE 2 EXT. 1/4° MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, 1/4 E 1 OR 2 (CMU) NOTE 1 TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 3/4" TYPE 2 (CONC) 3/4° MIN. E.D. 41111114 �• 1 3/4° MIN. E.D. 1/4° MAX. SHIM M[!JIms. 6 I MIN CMU OR 2X WOOD 3.4 CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 NOTE 1 lel EXT. 13/8" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1/4° MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1/4° MAX. SHIM 3/4" . •‘ MIN, E.D 1 1/4° TYPE 1 OR 2 (CMU) 1 318° TYPE 1 (CONC) 1 3/4° TYPE 2 (CONC) 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. •.1 3/4° MIN. E.D. DOOR JAMB (WOO ' DOOR JAMB (CONC) WOOD ANCHOR. TYPE 3 NOTE 1 1/4°MAEXT X. ' SHIM -2X WOOD BUCK N DOOR SILL (WOO NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4° SS4 CRETE -FLEX EMBEDDED 1 3/4' MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4°. FOR WOOD INSTALLATIONS USE #12 SCREWS, G6 (TYPE 3) OR ELCO 1/4" S54 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 1/2" THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS 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 THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL 1S TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL 15 NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 15 NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC 13 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CONC. • = NOTE 1 NOTE 3 1/4° MAX. • 1 3/4° TE 2 MIN. E.D. DOOR SILL (CONC) EXT. 1 318° TYPE 1 1314°TYPE 2 ,j 3.4 KSI MIN. CON • 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.4 K81 MIN. CONC. 1/4" MAX. SHIM 4 3/8" TYPE 1 >�t Y..= }3314"TYPE 2 13/4° -� MIN, E.D. SIDE LITE SILL (CONC) PRODUCTRENRWED a• comply*ffiawNh Flmlda Me Product 3 c Stgr N UJ O W co Q N DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 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 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 Hun;�icane._7one.----- — DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 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. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economv MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0922.01 and consists of this page 1 and evidence pages Irl and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0815.05 Expiration Date: May 26, 2016 App : i ate: October 31, 2013 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 (RER). 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 D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) E-1 Jaline D. Gascoh, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. VII 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 L 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. Jaime D. Gase ' n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS ATHRU (k SHEETS 24 [—OPENING YEDTH FOR VERTICAL ANLL GEE DETAILS A.,G,H; SHEETS 24 ARCHES TOM INSCRIBED WIDE ANGULAR MOPE 1 SEEDETAILS AVOW 0: SHEET824 LENGTH I HORIZONTAL L. MULL LENGTH ISM DETAILS A D,O,H; SHEETS 24 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: HEIGHT FOR HORIZONTAL SEE DETAIL E. .. SHEET FENESTRATION PRODUCTS MAY BE OP ANY TYPE. MUST BE MANUFACTURED BY PGT. GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULUON ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL, APPLICATIONS ARE SHOWN. FAIN SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IX ORD( 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. MULUONS HAVE BEEN TESTED AS 1Litt-FLOATNG' AND DO NOT NEED TO 8E DIRECTLY ATTACHED TO THE MUWON CUPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 114' FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS ATA 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 NOM ANSITAF&PA NDS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 8) 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 N THE HVHZ. GENERAL NOTES 1 INSTRUCTIONS 1 ELEVATIONS..___- 1 MULL TO EX 2 MULL TO IX & MASONRY_,.._.. 2 INSTALLATION NOTES 2 MULL 1D MASONRY 3 MULL TO STEEL STUD.__. 3 MULL TOIEII 3 ANCHOR SPECS3 ALTERNATATE (2.R8....._..-4 BAY MULL INSTALLATION 4 1 X 2 X .128 MILLI SPECS._8 1 X 2 X. 378 MULL SP 8 1 X2.78X 278 MULL SPECS.._r7 1 X2.78 X. 88 MULL SPECS8 1 X 3.128X.680 MULL SPECS S 1 X 4 X .128 MUU. SPECS.... -.....10 1 X 4 X.978 TUBE MULL SPECS -11 1 X4X.318 T'MULL SPECS...11 128 X3.108 X .280 MULL SPECS 12 2 X 4 X.25 MULL SP' 13 2XOX20 MULL SPECS. 14 128 X 2.118 .125 MULL SPECS. 18 30' X928 BAY MULL SPECS..... 18 43'X928 BAY MILL SPECS -17 MULLION & CLIP DDUNSIONS_ 18.20 EXAMPLES 1 & 7 21 LOADING BXIUGRE4 22 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (L88/FT') FOR THE OPENING USING THE ASCE'? STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT% FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS' RECTANGULAR' OR 'RRIANGULARJTRAPEZOIDAL'. 4) FIND THE CHOSEN MULLION'S MULUON CAPACRY (LBSIFT') FROM TABLES 1A THROUGH 13A, ON SHEETS 8 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MUWON 44 SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT'1 OBTAINED SHALL MEET OR EXCEED THE PESION PRESSURE REQUIREMENT (LBSIFT'1 FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMT4 ANCHOR CAPACITY REQUIRED (1.08). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 8) FROM THE ANCHOR CAPACITY (LBSI TABLE ON THE SAME SHEET AND LASING 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 (LBSIFT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LEIS/FP) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSIFTj OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE IWO SHALL APPLY FOR THE ENURE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHUGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. �yRyyy/�1� Sq Z 0 2 co Z i CO CO U a CO n co 6 ass 4 `11111111 I/////� ry . . a4 • • 1OCENSLc �i. • * •• No. 58705 ▪ �Bob )3 o A. LY I P.E. FL P.E.O 68705 `�.1NIL(NNM DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CUP SHOWN) EITHER THE STANDARD OR OFFSET MULL CUP MAY BE DETAILED BY THIS METHOD EDGE DISTANCE S CR E W S 60 MAX FOR FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAU. DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AHD MULLION srzE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPRCWED ELCO ULTRACON OR ELCO 114 S.S. AGGREGATOR MASONRY ANCHORS. DETAIL 13: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CUP SHOWN) BUCKSTRIP AND ATTACHMENT OTHE BY 1,RS PEE NOTE , EMT • • • IN12341 : =acme ofichiu TIP. ANCHOR PER SUBSTRATE, BEE SEE TABLES OMB SEE SEE TABLES EDGE DISTANCE 113-1013 FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR SUBSTRATE. SEE TABLES 1B-105 MIN 2.7 KM CONCRETE OR CIR.1. FRONT VIEW BECICSTRIP AND ATTACHMENT BY MERE SEE NOTE 1. SHEET 1. SIDE VIEW EITHER THE STANDARD OR OFFSET LOU. CUP MAY BE INSTALLED BY THIS METHOD. ctI 11 ••• .... a 5)3. ccf ETAE• '4"*IONAI- Af LYNN Militg,‘P.E. FL P.E.8 68705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) MULLION EITHER THE STANDARD OR OFFSET MULL OLTP MAY BE INSTALLED BY THIS METHOD. TYP. ANCHOR PER SUBSTRATE. SEE TABLES 18.108 EDGE DISTANCE FOR M*S ARV ANCHORS EXTERIOR Irt042TKC91 CONCRETE OR CMU FRONT VIEW INSTALLATION NOTES: TYP.ANCHOR SUBSTRATE, SEE TABLES 16108 SEE TABLES M0127KED CONCRETE OR CMU 16108 SIDE VIEW 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULUON SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' 8.S. AGGREGATOR MASONRY ANCHORS. --I .125• M34. DETAIL E: MULLION TO MUWON INTERSECTION (U -CLIP) TOP VIEW VARffiOt MULLION NOTES: 1) MAY 8E INSTALLED IN 'TEE' OR'CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SHEETS 113.20 FOR CORRESPONDING MULUON. 1/12 STEEL SCREWS, �SELF-DRILLING CR PRE-0RILL !GLUON AND USE MS MULLION LITERSECTION U CLIP FRONT VIEW EXTERIOR SEE SHEETS 18.20 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLES 16103 DETAIL D: MUWON ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP.ANCHOR PER SUBSTRATE. BEE TABLES 18.103 SEE SHEETS 1820 FOR H018 LOCATIONS IMAMS L® ®-.1 SIDE VIEW FRONT VIEW C2 EXTERIOR FOR STEEL STUDS THINNER THAN 18 GA AND COMPLIANT WITH THE FL BUILDING A TRW= BA000R MUST WM. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MUWON TABLES, SHEETS 617. FOR QUANTITY OF SCREWS. SIDE VIEW EDGE DISTANCE SEE TABLES 16108 PRODUCTREVISED os complying with Bm Florida Building eado 3 No - Ex O'S `L%%%%%III/III/, * * No 68706 a. ISA/S A. LYU11114111! LtR, P.E. FL P.E.# 88706 DETAIL F: FIELD -MODIFIED MULLION CLIP (F -CLIP) SEE DETAILS AM. SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTR&TES. 0 0 0 0 DETAIL O: ANGLE MULLION CUP (ANGLE CLIP) MULLION 0 o o 0 SIDE VIEW SHOWN WITH r x 4-X.128' MUM STANDARD MULLION CLIP MODIFIED TO FIT FAD CONOIBCNS. EXTERIOR EDGE DISTANCE PER ANCHOR INTO WOOD, STEEL, ALUM, CMN OR MASONRY 'MP. ANCHOR SUBSTRATE, SEE TABLES IB-tOB 2 NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28' X 2.11' X .123' MILLION. 2) SEE TABLES 1B -10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. STANDARD CUP TO BE MODIFIED IN -FIELD. LALLILLP TOP VIEW TYP. ANCHOR SUBSTRATE, SEE TABLES 1B-10 DETAIL H: BAY MULLION INSTALLATION (ANGLE CUP) 3D' ORN3- BAY MULL TYP. ANCHOR ER SUBSTRATE. SEE TABLES 12B OR 198 TOP VIEW EXTERIOR rxDx.128• ANGLE CLIP, 2PERMULUON END. MUST BE BISTALLED INSIDE OF MULL. rxrAISILBCLP. 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MALL. EXTERIOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY 111Mr/i EDGE DISTANCE PER ANCHOR F J.IOTEB FOR INSTALLATION OPTION 0 814: 1) USE 2 ANOLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULUON. 2) DETAIL G SEE TABLES 18.118 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. )�, ``‘‘�0�LYNNM//,,"* s�A.0AICEN4 •'p %I. * ' No. 68703% * ' ='D to )SI r` '�0 'SIA RIO .'. e., A.ih01, P.E. FL P.E.# 58705 TABLE 1A Mullion Capacity Table (Ipaltl) 1 X2x.126 AlMull"um. Tube 0526192 W ( fro melbas) or Open(ng HoIgM ((m f0iaPreprmrine nni2o115) 6019 8019 70 In 8010 90 b 1001n 12019 145 N 1801n Reolsnads Losing ��. LsedIng R6415814v loading 5011044. Loaning Re6aoybr Losing Leading 1m®,9 T . � 1ondn9 15a . 1.02655 Loading �. Immg 1 T1 7dm9. Loring � , . 1732243 Lambe 1�� Lasky 1 II II ii 1 IIfifiiIfiii11 II 048' l�jj 0334" Embedment 20 1 la ii 1 11 la{ iiliiifiiiiiii111111l$111111fifili11 r 1-114" 1-1/4" 1-114' 1-1/4" 1-1/4" 1-114" r 13/87 1.32" (see note 4) 2Anon= 4)44.75• Wm 0.6 18484581 509565alp 81217 39000 393104 480104 820104 1844112 ii fi1IfiiIilii 354165 74020 4680s 884160 118280 { Eg il 4210 111.9 408 129.5 322 932 405 1152 325 79.9 408 107.9 321 89.9 400 104.4 319 521 408 10.0 319 65.9 408 101.0 319 45.6 408 IOW 315 32.9 408 1010 319 310 425 104.0 519 4805 749 312 838 208 62.4 312 73.4 282 63.5 312 67.0 248 48.8 312 63.2 248 41. 312 613 244 37.5 312 81.0 244 31.2 312 610 244 26A 312 61.0 244 23.4 312 61.0 244 60.62810 63.9 291 708 234 533 201 61.6 218 488 201 617 224 399 281 821 222 318 281 60.1 220 31.9 251 49.3 219 26.5 281 49.3 219 21.8 281 49.3 219 200 281 49.3 219 6419 62.6 247 57.6 207 438 247 499 202 378 247 44.6 199 329 247 41.6 196 22.2 247 39.4 104 263 247 38.4 193 21.9 247 35.1 193 145 247 30.1 103 18.4 247 341 (93 60 5 38.4 200 412 170 329 200 344 166 27.4 200 31.6 183 24.0 223 209 160 21.3 290 27.1 160 103 200 269 157 18.0 200 259 168 8319 33.1 151 343 165 21.6 181 363 162 23.7 181 20.0 140 20.7 161 24.5 148 18.4 181 229 144 169 181 21.7 143 6819 204 185 369 142 24.0 155 28.1 139 200 165 23.1 139 10.0 106 219 134 72 19 222 129 233 128 165 130 189 115 149 139 172 116 78In 189 125 147 102 147 126 16.8 107 7819 17.6 116 162 104 Ancckor Capacity Table M6) ArEFg7COp Patterns 84Wlate 2711 Concrete 389 Cas. 1445asCMU Mad 1281 27 Woad Metal 1350. 3516" Ebro Maws or 1/4" Soo 1.542623 6116' Elee1/4" Wtman Meson 3118' Elco U lt/amo 1141 Ebb Macon 88 Eco A8223212 1916" Ebo Maws 1/4.88 Moo .92928412 610 8128 8422(85) 812 65465 8252((353 61285e2 84/23(66) Edge Matson 26 r 2-143" r 2-1/1 3.88' r 2453" r 2.179" 2' 3.1/07 2` 048' 064' 0334" Embedment 20 1374" 1.584" 104" 1314" r 1-114" 1-1/4" 1-114' 1-1/4" 1-1/4" 1-114" r 13/87 1.32" (see note 4) 2Anon= 4)44.75• Wm 0.6 18484581 509565alp 81217 39000 393104 480104 820104 1844112 270160 280204 354165 74020 4680s 884160 118280 328 Its 420Ins 66806 4 Anoka 421.1510. OW./ 8520250 (at0101)(2y 51g. 27 482 Its 700104 WA N/A WA N/A 308 m0 10A NIA WA WA N/A 652 as 84062 1120 ms 4 Anshan 61 2" 255130.. /(2)26Angle 0.852/(597.37 780 IW 78082 68000 1566042 1896110 64028 660204 WA 78000 968104 480104 236405 85202 8401b5 112008 2 Archon 40 0.45" 611. O.C. 5202 bdo 118' Alm. (Flg. 47 WA N/A WA WA NIA WA WA WA NIA NIA NTA WA WA WA 718 9s 1 Anchor/ F12ip(FIg. 6) 16550 196 Rs 22960 445104 622103 135150 14020 177 50 37060 23403 33270 621104 16305 210150 280 the 2AmMs O 910' 6554.0.0.1 FC3p Ol9. 87 240150 350104 WA WA WA WA 12002 WA NIA WA WA WA 36145 8820 68060 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS 711E STANDARD CLIP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: Ell FRE' • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 8: • FIGURE 8 • • ABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,„,) X ( ANCHOR CAP"'"'") . ANCHOR CAP.® MULLION USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR TILE OPENING, WHEN IT IS LOWER THAN THE MU.UON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WIL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDmONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDWR OPENING MOTHS IS ALLOWABLE. 3) MULLON AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN 014 SHEETS 18-20. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0430. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.88. ALUMINUM SHALL BE 808348 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' THIO( AND A38. AU. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -.4 1.000' r- 1• X 2" X.125' MULLION ‘,O,1lYlei ..... �'��.•'0GEN86. -.•Q * No. 58705 •• ..p 413 :��: •'',379!ONA�- c`�� A Lf1 �REi, P.E. FL P.E.S 58705 TABLE 2A Mumon Capacity Table (lbe6t) 1 x 2 x .976 �1 Opening Width (for vel8oayr-sparring rrti ) or Op7mWg Height (tor MAz4tdalq apar9 nations) 60th 60th 701n 801n 90th 103 to 120th 140th 163 In Rectangular Lttt4=9 TapRdarg. Lo99 Rectaog,42 Ling Tapndvp Loaabg R5c 69910r Lig TapTdm9. hdlg Rectangular 10689 To1p116 40 Loading Reo9s04v 1nadlr9 Taprtdvp. 10 9rg Rectargular Lmmng To0111100. Lnaltn9 1.4820 L 019 1.49390 r Rectangular 106056 Rapi4mi8. Lowly II la li11ii11ii11liilli11lifl la la la lah 1314' 1 a li11liIIliiliiilli11lifl 11/4' 1-1/4' 1-114' 1-1M' 1.174' 2' 147 ' 1.249' (see note 4) 2 Amtran 484.76 tun 0.81 8 o07aal or 0168 Up 17 390 the iiIIli11ii11iiIIiiIIli 15448 2768 280Its 354769 140163 4888 6848 118208 65 43 in 170.0 620 1710 435 161.3 662 170.0 478 1217 662 170.0 508 1138 662 189.6 618 1009 862 1859 617 90.0 662 1639 617 75.7 632 1889 617 849 ' 662 188.0 617 597 682 was 517 481n 1218 507 1350 419 101.4 607 1112 410 889 607 108.7 403 790 507 1028 390 679 607 916 397 618 607 990 398 617 607 99.0 398 43.4 637 880 383 380 607 090 398 60.6260 103.7 469 114.6 379 684 468 699 377 74.1 468 90.6 364 64.8 468 84.6 260 679 468 81.3 357 91.6 468 03.0 368 43.2 468 109 366 37.0 438 600 336 324 493 80.0 398 04th 814 460 133.3 336 71.2 460 80.9 326 81.0 400 727 382 634 400 679 318 47.5 400 64.0 315 427 400 623 314 358 400 64.5 313 316 400 81.8 313 217 400 61.8 313 60 N 623 324 659 376 51.9 324 57.6 270 445 324 612 264 399 324 489 260 34.6 324 439 267 311 324 420 285 210 324 40.6 253 222 324 406 263 110 329 416 253 W N 83.8 294 87.4 252 44.6 294 492 248 38.4 294 43.8 241 Sas 284 38.8 237 289 204 37.1 234 288 294 332 232 224 294 336 130 19.2 294 m4 299„) MS 284 334 230 68 N 486 288 499 230 39.0 268 424 225 334 268 379 721 212 266 39.1 218 290 268 31.6 215 23.4 265 298 212 185 288 280 210 18.7 288 27.7 293 149 288 27.7 238 12th 390 226 37.9 198 310 227 32.2 191 257 225 314 183 as 225 258 168 209 225 215 152 180 227 321 160 169 225 213 177 129 226 146 176 11.3 226 19.8 178 76th 306 202 32.0 177 25.5 202 27.2 173 21.9 202 399 170 182 202 21.6 167 17.0 202 117 165 153 202 184 163 128 202 187 160 103 202 158 168 15 202 10.8 138 78th 283 192 299 158 238 1922 25.1 185 202 192 220 162 17.7 192 117 159 197 193 181 157 142 192 188 155 11.8 192 15.2 162 10.1 192 144 160 59 192 14.2 160 90 N 18.6 144 19.0 128 114 144 19.1 126 9815 112 127 15.6 113 TABLE 2B Anchor Capacity Table pa) Anchor CEpPa0arrls 05EaOat8 2.714 Concrete346 Cann. Mod C0-0 RiledcW n d PT Woad Wen d 9010"566: 3118'Etc lAtemo 1/4- Elea 5/113* Elm lgLamm0atar 3/16" Mao 1M-BW1A9 08 1M' 68 ENo Asere 6118° Eke Lamson 1/4.6& Efw Agzecata #1951o07 6«39(05) 912 Steel 60440651 912 Meal 03162(66) Edge 66695/0967 r 215' 34/22 r 2-151 r 2151 z 3.158° 2' 0.49° 0.64' 834' Emhedmerd 04 1314" 1474• 1314' 1 a 1-114' 11/4' 1-1/4' 1-114' 1-1M' 1.174' 2' 147 ' 1.249' (see note 4) 2 Amtran 484.76 tun 0.81 8 o07aal or 0168 Up 17 390 the 390111 15448 2768 280Its 354769 140163 4888 6848 118208 320111 47309 EBD to 4 Anchors CO 116 Ws OZ. / 618M0a (e OD0I 1110 (F6.27 48088 700168 817A WA NIA 380103 WA NIA NIA 10A N/A 672168 64098 1120 Me 4 Anchors 483" 090.0./12)245A5)1e®7e/(Fl65.37 78019 78011e 893189 1560 Ile 1896 Ne 640183 660168 NIA 760 Re 93809 MO De 2164 We 652186 1343Rs 1120 Its 2Amhors 48141" Mk 0.6.11/4:30 Ods 18' Nun (Ra 47 N/A WA WA WA WA NIA WA NN WA NIA WA PVA NM WA 718 Me 1 A7490r/91310 (RR 57 193189 161160 325189 4430e 822115 135 Its 14018 17708 370169 23412e 3328 691 Its 16309 210188 280166 2 Arch= 481.95111$0.0./ 843Ip 01067 240111 360163 WA WA WA WA 110110 WA NIA WA WA WA 326 Me 420 IDs 6608 NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 4: • • ANGLE CLIP MUST BE USED N PAIRS. FIGURE 6: • FIGURE & • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMIAA: ANCHOR . ,, ,, CAP (DP®)Xt )=ANCHOR CAP.„, MULLION CAP.„.„,,,, USE THIS FORMULA TO OBTAIN THE'ANOHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R 15 LOWER THAN THE MUWON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABI.E. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION 014 LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIO R OPENING WIDTHS (S ALLOWABLE 3) MULLION AND MULLION CUPS 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 Com. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 6083 -VIAND 8E A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .128' THICK AND A38. AU. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.000' I- 1'X2'X.376'0ULU01N PRDDUCTRBNSBD as complying the BuUd136Code 4.........N0_ D . P0d22.14 caafmr�, ``1711111115 i/T � open • No, 58705 � 7-'0 ' 0 15 /3 Luz • S • ;ss/pNAL A. I $114tomu. , P.E. FL P.E.S 68705 TABLE 3A Mullion CapacIy Tam (113sit') 182.758 .375 Alum hit:n Opening Width (for v619cagy-spa i* maws) or Opening fight ((or hortzontallpspandrta mem) 506 6061 7062 406 9012 16062 12061 1406 1606 Realm9d& L60dag Raplldmp. Isaac RectWESINI Lobby T+aldfde24 Loading ReaMp0lo Loading roar062a. loans Rwanda, Wan 2249170603 Lor 88840000, Loading Laming 62.004010 Loafin5 7nN7deret Lenin Redraft l Ttalrrdm8• Loan Lo Rbot4Nlar Loadog bap/Mang. Lad Rro1ozgah6r Loading10966 17 $74/198. 11 h1h li 11li 0.40' 11 hh1h1h li it li 11 li 11 1 li II h li 11 hh li 11 hh li II h li it 11 1111 2mows 04.76M620.0.181enda. 16 Offset Clip (1.19. 11 la li 1111111111111111h 11 ii it liii 270 me li it li 11 li 11 l 1 4261 170.0 820 1700 436 170.0 744 170.0 478 1700 888 1700 606 170.0 092 6700 519 170.0 1118 170.0 521 1700 1240 170.0 621 148.7 1301 170.0 621 127.6 1301 170.0 521 111.5 1301 1700 621 481n 1700 706 170.0 624 170.0 660 170.0 634 1700 993 170.0 830 170.0 1133 1700 681 1510 1139 170.0 677 138.8 1139 170.0 810 113.9 1139 170.0 600 978 1139 170.0 660 85.4 1139 170.0 633 60.6706 170.0 747 170.0 683 170.0 696 1700 631 167.8 1032 1700 884 146.8 1032 170.0 723 1300 1032 170.0 747 117.4 1032 170.0 758 072 1032 170.0 768 83.9 1032 170.0 766 73.4 1032 170.0 768 846 170.0 707 1700 812 031.0 907 170.0 801 1362 707 1947 730 1200 007 162.6 770 1070 907 140.0 714 00.6 907 1441 910 80.8 007 140.0 709 89.1 007 140.0 708 600 007 140.0 100 806 141.1 735 1510 0.6 117.8 755 130.3 811 6000 736 1160 609 882 737 108.2 690 78.4 735 990 683 700 736 03.1 678 68.8 735 910 674 60.4 735 91.8 574 44.1 936 018 574 836 1212 880 130.0 570 1010 668 111.6 657 87.0 863 98.8 547 702 1698 90.1 538 877 888 83.9 631 800 896 790 628 60.6 468 780 621 438 Bea 75.8 521 35.1 886 70.8 621 606 100.0 007 112.4 (22 86.3 807 686.1 511 76.7 007 85.0 601 882 807 77.1 493 6E0 607 718 488 53.0 507 878 401 44.2 807 63.4 478 37.9 807 827 474 33.1 607 82.7 474 726 418 810 658 443 60.0 810 73.0 434C6QS�510 84.3 439 61.0 610 672 419 404 610 63.3 413 400 610 600 406 34.0 610 450 402 29.2 610 44.4 309 25.6 610 44.3 399 786 65.4 456 738 400 67.8 455 01.7 392 49.8 458 64.1 385 41.4 468 480 378 300 468 440 373 34.7 458 418 366 26.0 450 373 382 24.0 458 300 359 217 458 35.7 359 70 6 842 435 070 361 63.6 435 68.8 373 45.9 435 498 388 40.1 433 44.7 360 35.7 436 469 355 32.1 436 35.1 351 280 435 34.4 344 220 AS 326 341 25.1 435 322 340 13011 418 327 43.1 280 34.9 327 38.4 285 290 327 318 200 201 327 28.3 276 232 327 25.7 271 20.1 327 23.7 260 170 327 21.0 282 14.9 327 193 256 98 6 34.4 287 35.4 257 207 287 20.9 202 240 287 20.0 248 21.6 287 23.1 244 19.1 267 200 240 172 287 19.3 232 14.4 297 18.9 232 1096 242 227 74.7 206 20.2 227 20.0 201 17.3 227 16.0 193 101 227 18.0 125 1116 22-3 216 w 104 106 215 19.1 191 16.9 216 030 188 1206 178 184 17.6 187 LE 3B Anchor Capacity Table jibs) AnchorClpPBNBIR9 8260,0,02: 276 Cattret6 3U limo. 1otl6NC3N1 Riled CAU PT\Yoad Metal AOa6or7rp16'ElootStrmm � 1/d'FJaolAmeon 171x'@6e: mom stir V4'EboMs=11P8896o 119 0718' Elm M6cm 04988 Elm Agaoettal 610 Steel Saw (05) 712 Steel 81666(05) 717 bed 8caw035) Edge 01070.6 (6) 1' 247 T 2.117 3.168' P 2-u? T 2-tt2 2' 3118' 2' 0.40' 5.06" 0.324• Em1edm9nt(67 1-374' 144' 104" 1374' 7 1-04' 1-1141 1-114' 1-04' 1.1W 1-114" 2' 1368' 148• (bee Me4) 2mows 04.76M620.0.181enda. 16 Offset Clip (1.19. 11 34084 390666 492630 80009 1844 be 270 me 28o6, 35404 Wette 48819 884166 11836e 37866 420 Ra 68589 4 Asd6�=47416 Wn. 0.C. l 81665951 (cc 016t1)44p(1323 480 be 70016 MSA NA WA NIA am as NA NIA NSA WA WA 65204 84004 11201640 4 Anthem 472'Wn.0.0.1(2243 Aegis CSpo/ffg.31 780165 780166 66O706 1660 me 1888 me 54029 5800e WA 78016e 038115 880 be 2384706 8520e 840 Re 1120 be 2Ambots ® 043' Ws O.C. / UC19 Into 12" Aiwa (lg. 4 NIA NA WA NIA NA WA WA NA ISA WA 17A WA NA NIA 71909 1 k11h35/14Q661455 19566e 195115 228 me 445 the 82206 135 be 140Ile 177105 370100 23416e 3an 9. 59140 16305 210 be 280709 2 Abbots • 1.16IOA 0.OJ FC9p (Ng. 6) 240 be 350 me NIA NSA WA NA 180169 NSA NSA WA NA NSA 3281W 420160 860706 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 6: • FIGURE 90 111 ANCHOR CAPACITY ADJUSTMENT FORMULA (DP ) X ( ANCH°R CAP'"'"'") ANCHOR CAP MILLION USE THIS FORMULA TO ()STAN THE ANCHOR CAPACITY REQUIRED' CORRESPONI3ING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULUON.IT WILL YIELD A MIMMILLM 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 AMOR OPENING WIDTHS IS ALLOWABLE. 3) MULUON AND MULLION CUPS 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 A8TM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.50. ALUMINUM SHALL 8E 608375 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO 8E A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -1 1.000' r1 F 2.7610' .378' 1'X2.75'X375'MULUON O_ 5 z co w tY 4 z 6Y m 1 a a- 16 - 1 O 1 112) yy \\\11111111// `‘��V 17NId ry�u,,,,,,,� No. 58705 per•., P.: Gia' � '/SSiONAt. 0‘‘ A. LYNN MILLER, P.E FL P.E.A 58705 Mullion Capaofty Table (IbaMt) 1142260 .660 Alum. IWTWubIeen OpanlnaWidth (tor rel0catyspemdgmd0 )orOpeningH.Ipht(torhmimrialy rimBal s) 5080 8010 7063 8061 2010 10010 1201n 140 Eo 18010 Iteosda7ra'144. est loam Re00048 W09180. 124018084 180240Laad0180240 1144l0l86 Loft Reotenoder LLoa*ng 705tTdotg Wang 5801.m004 Ladnp 1146l14565. 4.05349 96181,0671160 ladug Tl Tda41 Lasting Rec!m431m LoadingLasing Dep'IHag. 11119 40? Warm TmW0009. Loadng 1444100104.4 Loa 2149/00 . Lam sp 1 a 1 hi ii hi il 0.254' hi ii 1314' hh 13x4' h il 1 la II 1 la 1 hi il ii hi II hi il (us oda 4) hi 35016. hi 4000e hi la ii 1 la II 1 la 1 la il 3@ 1 5 4210 170.0 620 170.0 435 .170.0 744 170.0 478 170.0 868 170.0 508 170.0 892 170.9 519 170.0 1118 170.0 621 1704 1240 170.0 521 170.0 1488 170.0 521 1861 1620 170.0 521 135.6 1820 170.0 621 461, 1760 708 170.0 624 170.0 650 170.0 564 170.0 032 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 877 470a 5417 170.0 680 141.7 1417 170.0 880 121.5 1417 170.0 080 1063 1417 170A 650 50.62613 170.0 747 170.0 663 170.0 898 170.0 631 1700 1048 170.0 684 170.0 1196 170.0 723 1828 1268 1760 747 148.3 1286 170.0 768 121.5 1266 170.0 766 104.6 1288 170.0 755 01.4 1268 170.0 768 6113 170.0 797 170.0 612 170.0 958 170.0 691 1704 1118 170.0 784 150.7 1130 170.0 603 133.9 1130 170.0 037 120.0 1130 1760 858 100.0 1130 170.0 801 661 1130 170.0 861 75.3 1133 170.0 801 6010 170.0 085 170.0 701 1489 015 162.3 781 126.6 015 144.5 748 1060 016 1323 735 073 916 123.9 729 073 015 1166 720 732 915 114.4 716 628 916 114.4 715 640 915 114.4 716 6313 1513 830 181.9 710 126.5 630 136.9 691 105.6 830 1232 681 942 630 1122 870 84.4 630 104.6 682 760 030 09.4 658 03.3 530 94.5 649 54.2 030 04.1 649 47.4 830 941 649 68In 132.1 757 140.0 650110.0 757 119.8 630 64 767 105.0 824 026 767 90.1 514 73.4 781 861 608 00.0 767 64.2 000 65.0 157 794 003 47.2 757 762 651 41.3 757 182 691 n Is 101.7 8396 1090 652 643 636 01.0 540 72.7 638 661 520 83.6 036 722 521 68.6 530 654 614 606 636 02.3 508 424 838 672 630 363 636 55.3 497 313 635 652 497 7810 683 571 00.4 408 711 671 788 488 8 71 87.4 0.9 6L1 671 600 471 48.0 671 654 404 432 571 813 459 38.0 671 47.0461 30.9 671 44.6 447 27.0 671 44.5 448 7810 80.0 542 53.4 474 667 542 70.8 485 67.1 542 021 458 50.0 612 65.7 440 44.4 542 61.0 412 40.0 842 473 437 32.3 542 42.9 429 20.6 642 404 423 25.0 542 40.1 423 6083 621 407 53.7 381 43.4 407 45.4 355 37.2 407 304 349 326 407 35.3 343 26A 457 32.1 338 28.0 407 29.6 334 21.7 407 20.1 327 188 407 24.1 322 18.3 407 23.0 310 9681 42.9 368 44.1 320 354 358 37.2 314 302 356 324 309 284 359 26.8 304 23.5 358 261 300 21.8 358 24.0 206 174 358 21.0 230 153 355 19.2 284 10810 3.1 263 30.8 255 20.1 283 25.9 251 213 283 22.6 247 18.8 233 19.9 244 167 283 184 240 161 283 15.6 237 111 In 273 287 28.3 242 241 29 23.8 238 10A 287 204 235 17.3 237 183 231 15.4 267 18.6 228 1201n 22.0 23 223 209 183 220 184 203 167 228 182 202 Antler Capacity Table (IDs) Anchor Clip Patterns 8103434441 2.76C0348e 336Cao. HAW CMU Fad C681 PTWOO4 51041 ArhaTypO: 3119' Elco Mame 114"111401.240:0391@'1.150 Ulracerl 3718'6Im UJOem4 14' Eke Mese 114'825 Eby *58450(0 016' Eta Mom 14'99 Elect *59.1.l8r 010 37141 8.188(05) 0120041 05037115) 8128 [4.8 6008(05) Ease 80U=(51T 1" 2-112' P 2.12 3.148• .7' 2.112' 1' 2-12' z 3.145' 2' 0.46' 0.64' 0.254' Emhedmet0030 1314' 1304" 13x4' 1314' z 1-514' 1-144• 1-114' 1414' 1-1/4" 1-114' 2' 1.316' 1318' (us oda 4) 2 Mob= 424.78' Min O.C./ 81010831 or 01140 CO80515 35016. 30018. 4000e 990 Its 184415. 7/003. 28308 354Ile 740164 40810. 63410. 1182 15. 32815. 42020. 66016. 4Anchors 01.18'NIn. 0.018hndad(a0895) 421p(Fl5. 23 480 n6 700034 WA WA WA WA 350015. WA NIA WA WA WA 652156 1120431 4 Anchors ®3'140.O.0./(2) 245 MOM* 1(7133) 7804» 750118 680158 1500 Bs 1508156 54048 50015. 194 76006 936W 00011 238410. 65215. 11204s 2Axton 030.45'194. O.C./UCOS 590118' AIvm. 435.45 WA WA NIA WA WA WA WA WA NG WA WA WA WA 71011s 1A4o10/1.13118(Flg.52 1&(15. 195 Its 2284» 44586 822206 136@8 140166 17796 3703. 23440. 33384 69111 18316. 21068 220166 2Aac1>g801.15' IAA 0.CJF42Ip(Fq. 67 240456 350166 WA NWA WA WA 19015. WA NG WA WA NIA 325418 42048 60088 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A8 THE STANDARD CLIA >CIRCLF-D VALUES ARE USED N THE EXAMPLE ON SHEET 21 FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • rpLGURE 2: • • • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 8: • • ANCHOR CAPACITY ADJUSTMENT FORMULA; (02' ) x (ANCHOR CJAP..,...1.ANCHOR CAP.,,. `MULLION CAP.,mm11I 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 71E TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMWIMI9d ANCHOR CAPACITY WHICH MAY BE USED TOOUALIFY ADDmONAL 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 CUPS 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 0.90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.65. ALUMINUM SHALL BE 8083-75 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 .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1'X2.75X.850'161111014 111 2 z 2 ca G 0 101 A 8 x 1 A 1 5 4) y�O N x311 1 r. • Precinct on 11 111 ‘`�1'� 0.O N1 CEN31�u 1. * * No. 58705 • �4 �� 0 •. 8T TE F • �!! A. LYIJN'I(th LI8R, P.E. FL P.E.1(58708 TABLE 6A Mullon Capaolty Table pbafl=) 1. x 3.126" x Tube66uIl Opening Width par aazUce Nrg m1Non9) or OpenMlg Height Or hortmnlal1y-5p8l9 m.L10118) 601n 00 to 701n 80 In 001n 100 b 1201n 140In 16018 Re11an903/ Loading Abatis*. loading 1796499909 loading 71aIJ01mg. Lw8o9 Re6a119dat Loading 007111stg. Looting Rectangular Loadng TnplTdang. Loadlog Rectangular Leadeg Tra7Tdmrg. Lowing Rsotm6Om t mda9 7111PTtbng. Lwd10s RootarBular Loading Tanadap. Ioadng 7ealan9d81 Laatng TrepfdmC Imdng 748otergder t a'ae0 8e8/13330g. beam ii a1111111111111111111 ii li II ii li ii il ii II il ii ii ii ii 11111 il ii ii ii ii ii la1111 ii ii il ii 111111 11 li ii 11 h II 11 11 ii li 11 II 11 h il Ip 3E S 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 888 170.0 608 170.0 ' 802 170.0 619 170.0 1118 170.0 011 170.0 '1240 170.0 521 170.0 1406 170.0 521 170.0 1735 170.0 521 154.4 1602 170.0 621 48 51 170.0 708 170.0 524 170.0 650 170.0 884 170.0 992 170.0 830 170.0 1133 170.0 881 170.0 1276 170.0 677 170.0 1417 170.0 680 187.7 1677 170.0 680 136.1 1677 170.0 801 1182 1677 170.0 680 6092518 1700 747 170.0 583 170.0 886 170.0 831 170.0 1018 170.0 634 170.0 1195 170.0 723 170.0 1345 170A 747 170.0 1494 170.0 756 141.7 1495 170.0 758 121.6 1499 170A 766 108.3 1461 170.0 768 84 81 170.0 707 170A 612 170.0 868 170.0 691 170.0 1118 1700 784 170.0 1278 170.0 603 186.1 1401 170A 637 149.6 1401 170.0 658 124.0 1401 170.0 881 106.6 1401 170.0 661 93.4 1481 170.0 661 6018 170A 835 170A 701 170.0 1003 170.0 707 1686 1168 170.0 878 138.7 1168 187.6 028 123.3 1108 158.5 017 411.0 1188 149.7 010 82.5 1160 144.8 903 79.3 1158 144.5 013 69.4 1166 144.6 893 8318 170.0 930 1702 745 159.8 1049 170.0 880 137.0 1049 165.6 801 1199 1019 141.7 848 1086 1049 132.0 Gib 66.9 1849 128.6 828 79.9 1049 119.3 626 680 1049 118.8 819 590 1049 1189 819 1313111 168.6 055 170.0 789 139.0 855 151.3 804 119.1 914 133.7 788 1042 053 121.4 776 029 055 112.8 785 63.4 053 1084 787 696 055 90.8 749 59.8 964 08 7 748 52.1 9 50 86.7 748 72111 128.5 603 134.9 697 107.0 603 114.9 682 81.8 603 161.1 670 60.3 603 912 659 71.4 603 83.9 649 84.2 803 78.8 542 639 603 722 632 486 603 699 828 40.1 803 69.7 027 7816 1092 721 114.1 840 910 721 970 618 79.0 721 85.1 605 68.3 721 78.6 695 00.7 721 70.1 688 64.0 721 85.4 670 45.6 721 65.4 669 39.0 721 668 664 34.1 721 WA 663 7861 101.0 884 105.4 699 842 884 89.4 687 722 684 78.4 678 63.1 661 70.4 687 58.1 884 04.4 658 606 604 69.9 011 421 684 64.1 541 381 6844 51.3 638 31.0 884 606 634 90 to 65.8 614 079 450 54.6 614 57.3 448 47.0 614 60.0 440 41.1 614 44.8 439 36.6 514 406 427 32.0 614 37.3 421 27.4 614 330 412 23.6 614 384 408 20A 514 29.0 403 800 542 452 55.7 404 452 452 47.0 368 38.7 452 40.8 390 330 452 384 384 30.1 452 32.0 378 27.1 452 30.3 373 22.6 452 28.8 385 19.4 452 24.2 388 18.9 452 22.8 355 10818 38.1 357 380 322 31.7 357 327 317 272 357 284 312 23.8 337 35.2 306 21.1 357 22.7 303 100 357 206 299 16.9 357 180 293 13.6 357 082 287 119 357 15.0 283 111 In 35.1 338 36.8 306 282 338 381 3111 26.0 338 28.1 205 21.9 328 23.1 282 18.0 338 288 288 170 336 190 284 140 336 106 218 126 338 146 273 11.0 338 13.0 265 52081 27.7 269 262 263 23.1 280 23.7 283 166 289 20.6 258 17.3 289 16.1 252 16.4 289 18.3 249 189 259 14.0 248 116 288 129 240 99 269 11.4 23B 8.7 289 10.4 232 TABLE 6B Anchor Capacity Table (Ma) AL.rhorCIO Patterns Zabel/etc 2.79 Concrete 853 Coma HdWsCUMU Mel OAU PTWood 488181 dada 1 pc 3148' Ebb Macon tN 6740 Lerman aria tam lMcrm 3118 Elm more 1/4' mo 41bmm 174' 65 atm 1146.110 Ultra= 414.88 Me° Ago/8331w 118 alma Screw 35) 112 51W Omm(05) 6(201ed Gam (05) Edge Ebb= Qa7 1' 2112' 1' 2470' 34/0' 1' 24/2' 1' 2-1.12' 2' 3-418' r 0.49` 0.54' 0.324' Lmbcdm58087 1.314' 13/4' 13/4' 13/4' 2' 1-114' 1-1/4' 1-1f4 1-1/4' 1-1/4' 1-114' 2' 1318' 1378' (womb 4) 2Arshna 134.15)/18.OD. /Standard Cllp(Fi6. 17. 390100 39008 400430 890@0 1644 ma 270101 280 lbs 35404 740 Ds 488164 601 ba 1182 bs 328164 42095 686 be 4 Anoka@1.1e69m0.C./ Stands/deb Fig. 27 480 ba 7031s WA WA NIA WA 380414 N/A WA WA WA N/A 652@4 610@0 1120 Ms 4 Amhas013'Min. OA/(2)2t8Anglo ClIps(Fl9. 37 78068 760 Bs 88016* 1680101 189800 54008 880@0 0*31. 760 Ms 638 Ito 800 bs 276411* 6521* 8401b0 112000 3Anchaa (60.45' Mb. O.C.1 U428, tats 1/8'Aim. (Fig. 47 NSA WA NAA WA NIA NIA WA N/A WA WA WA NIA WA NIA 1874 Os 1 Anchor 1F49pMg. 67 18605 103 lbs 226 ba 44688 872100 13518 1400* 177100 870 lb* 234I41s 332100 5819 163 154 210 28 280100 2 Anamw 421.16• Mb. 0.0.1 Fab (Fig. 67 24008 350 b* N/A WA NIA NIA 190 lbs WA WA WA WA NIA 328 ba 4200.8 660 b0 NOTE: FOR 111E OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: • •• FIGURE 2: • • • • • • ANGLE CLIP MUST 8E USED W PAIRS. FIGURE 6: • FIGURE 6: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: )x (ANCHOR CAP.„,,,,,,„A .ANCHOR `MULUON USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R' WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SFE 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) MILLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 1820. HOLES TO BE DRILLED IN THE FIELD FOLLOW WO DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURER 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-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 80 OF 0.55. ALUMINUM SHALL BE 6083-T6 AND BEA MINIMUM OF .126' THICK 8TEEI. 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 3.126' 1'X3.125'X.6'MULLION (1• VF MULUON) b 4'L ALL, pU W 1 M 2 cokoice A * No. 58705 �* 3. 11413 °g ''A LY14N M :12‘.E. FL P.E.@ 68705 - - - -- - -- - MuMon Capacity Table (thee) 1 x4x.125 Mullion Opa7dng Wroth orl aly-spamtrg /means) or Opening Holght (farms ) 6001 600 7010 6018 001n 1001n 12010 1401n 160 In Raelengdar Loading iap/rdang. I Saratoga/ LSD Tmpt1dmg. Laing Radantgar Mang 13454916614 losing Loa889 Top/T40913 Lowing 10 212711760 L0289g Uap/0. Losing 002174630 L� 21051403 Laad15 13500091944 1oadre Tudad6747. Waing Rem 10Mng Tom. Laing 1211261112621 Looting T loading 1 ii la ii iii! x ii 0.1 it ii la it it la ii it x it it 0.1 ii ii ii 1 11 h1 li 11 h1 li 11 B. ii 11 a1 ii 11 iii! 1 h1 li II h1 ii II ii 1 11 h1 ii II a ii f q 4210 170.0 625 1700 435 170.0 744 170.0 475 170.0 886 170.0 508 170.0 992 170.0 619 170.0 1118 170.0 021 170.0 *240 1720 621 170.0 1486 170.0 621 146.6 1469 170.0 621 1276 1489 170.0 621 40 In 170.0 708 170.0 624 170.0 650 1700 684 170.0 952 1700 630 170.0 1133 170.0 881 170.0 1275 170.0 677 168.3 1303 170.0 660 130.3 1303 1700 60 111.7 1303 170.0 680 97.7 1303 170.0 680 60.6251n 170.0 747 170.0 683 170.0 696 1700 637 1706 1040 170.0 684 170.0 1103 170.0 723 155.1 1235 170.0 747 1406 1235 170.0 768 117.1 1235 170.0 703 100.1 1235 170.0 760 576 1233 1700 768 6419 170.0 797 170.0 812 170.0 059 170.0 891 170.0 1140 1700 784 184.4 1108 1706 803 137.2 1168 1700 837 123.5 1160 1700 858 1026 1165 170.0 881 682 1168 170.0 881 772 1160 1700 681 6019 170.0 865 1700 701 166.7 1042 170.0 797 1429 1042 181.1 833 126.1 1042 1467 815 1112 1042 1386 801 100.0 1042 1302 701 83.4 1042 128.1 703 71.5 1042 126.1 792 62.6 1042 128.1 782 631a 170.0 930 1700 740 181.2 992 1038 818 1296 052 144.4 789 119.4 992 131.0 782 1006 952 121.4 788 707 092 114.6 766 76.8 992 1084 745 846 992 1060 744 68.7 992 103.0 744 8519 105.4 047 170.0 789 137.8 047 1400 786 118.1 037 130.3 768 103.4 047 117.7 762 01.9 047 1047 733 82.7 947 (022 727 68. 047 921 713 03.1 947 04.0 711 81.7 947 840 711 7210 135.9 849 142.7 737 113.2 849 121.0 722 070 849 100.9 708 646 849 08.4 898 76.6 649 887 688 87.9 649 62.7 676 686 840 75.3 659 406 649 726 652 42.6 649 72.4 651 78 In 115..8 762 120.7 665 063 762 102.8 652 026 742 000 840 722 762 800. 629 842 782 74.2 620 676 762 692 613 40.1 782 626 602 41.3 762 689 697 321 762 69.4 625 781n 1086 724 111.4 834 89.0 724 94.8 821 75.3 724 020 609 666 724 74.4 699 69.4 724 68.1 Wt 624 724 63.4 683 44.8 724 03.3 673 362 724 64.3 667 33.4 724 636 565 901n 69.6 843 71.8 493 68.0 643 60.7 474 49.7 643 626 488 43.8 642 47.1 468 306 543 42.8 452 34.6 843 396 446 28.0 643 34.9 438 246 043 32.1 430 21.7 543 30.7 420 061n 673 470 68.9 427 47.0 470 407 419 40.9 478 432 412 35.8 478 38.5 406 316 478 34.8 400 28.7 478 32.0 395 23.9 470 221 368 206 478 25.8 300 17.9 478 24.2 378 10310 40.3 377 41.1 341 336 377 34.8 335 26.9 377 300 330 26.2 377 28.5 326 224 377 240 321 20.1 377 25.0 317 128 377 190 310 14.4 377 17.1 304 11110 37.1 357 37.0 323 300 357 31.8 318 28.5 357 276 313 232 257 21.4 309 20.6 337 220 303 186 357 20.1 301 15.4 357 17.4 234 123 fa 203 306 796 279 246 308 25.1 274 21.0 308 21.7 270 18.3 306 192 287 18.3 308 17.3 283 14410 17.0 212 17.2 150 Anchor Capacity Table (Os) ArldtorCOpPatterns 6abstrats 2.76Conael0 3.61002 163222 OW F212418611,1 PT Wood 619101 Anchor Ppm 311rEROlMtraem U4'Etm1 01r E10oIN'SS UUemn 3tirH70oUltram UPf3co16inm Bea A2270162 6101' 1700 Iletdoa US ES Moo Assent 1110 SSW Sew(8(875 112 Red Bae4935) 512 Steel Saw (05) Edge 13108909 (lex r 24/7 r 2.112' 3118' r 2477' r 240.7 2' 8118' 2' 0.48' 064 0824' Embedm0N(n) 13+4' 147 144' 144' 7 144' 144 14K' 1-74' 144' 1117 2' 137 1418' - (ea nobs 4) 2Amnon ®4.76'7 .O.C./sba0fada1p 0i5. l or 29 39084 39000 400130 890@9 184400 270 Ms 28010 350@5 -- 74009 48860 88494 118230 02009 42069 68O IM 4A1019010*42.25'Min. O.C./8InachrdOM(Flg.3x 70009 70004 68009 141009 052204 NA NW On WA 84005 WA 600 be WA 65204 64009 112065 8ArWnm®1.17MN. O.C.l Standard CO so. q 90009 1400169 WA WA 607A WA 78009 WA N/A WA NM NIA 13409 160009 324004 4A10 3'l700.0./(2) 246 Anglo Wpm pm 78009 78009 00009 176005 3288 MI 50009 61064 70809 1480 Ms 03809 1328 go 238404 05200 04009 112065 6Aa0pae®3'M0.0.C.I(2)216imp Cps(FO.Oj 117060 117004 102065 234084 2844109 81004 04005 WA 114069 140400 132065 304004 57069 120009 188905 4Anthem 40.45 Oft 0.C./U43Ip. Into UrAlum (So. 74 WA WA OVA WA NU WA WA WA WA WA NIA WA WA WA 143265 2Anehas4227Wn.0.0.IF42p(Flu 44 84005 3500n 20004 70364 478 30 WA 28005 WA 315633 0 O 44004 009 5110s 420133 68063 4 Andrea 6 1.117 Rh O.C. / 1,.9p (Flg.94 48005 70009 OVA WA WA WA 38009 WA NIA N/A NU WA _ 8526s 840 Ib 112000 NOTE: FOR THE OH -191 1 CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: • FIGURE • • FIGURE 8: • • • FIGURE 3: • • • • FIGURE 8: • • • ANGLE CUP (FIGURES 6&6) MUST BE USED N PAIRS. FIGURE 4. • • • • • • • • • • FIGURE & FIGURE 0 1 FIGURE 7: • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,,,,a„1A ANCHOR CAP X MULLION CAP.,..,.. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES; 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 9) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 1800. 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 G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PONE WITH AN SO OF 0.85. ALUMINUM SHALL BE 6083-T8 AND BEA 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 A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.000' �+ 9 X4'X.1ffi' MULLION .128' 0 g 2 Inm z U w 0 1 11/ Ao O 1 `#1`AO11(`1 NC/ N�10EYNSF/''' * ' No. 68705 it 0 STA EO f'3 •K/: ' IONAl.1. �¶ A. LYtJr11'7M L 7• , P.E. FL P.E.S 68705 Mullion Capacity Table (Mae) 164 a .375Rectangular Opening Width (forvm0caly-spamIng milers) or Opening Height (far 11•izon604y Ram) 60 to 6015 70In 806 806 60 In 12206 1406,, 1806 Loading Treplitheig. Loan Reclangdv loading T,>p>Bang. Loading Reolmlgmar Loading neprrdang. Loadb6 Rectangular Loafing b4Tdang. Leading Reoangdn Loading T®pr0dang. Loarng 580*65 tom Leering 1674005. Loafing 68609816 Lmdna T6prdaog. Loading Reciammief 1.80460 Ta/9BFau9. loading R642662 L T18p1dmg. Loed111 Alum. Tube Mullion il /1 it 11 it 0.320 il /I il 11 it 7 il 11 iii 1-1157 it 1-1657 it/I 14757 it (ea6ate 4) il li 11 li 11 ii II liIIit 85416 74016 IIit! 80416 1152 Re 320109 g 426 1700 620 170.0 435170.0 ,170.0 141016 7N 170.0 478 170.0 588 170.0 606 170.0 992 170.0 619 170.0 1118 170.0 621 170.0 1240 170.0 621 170.0 1858 170.0 621 170.0 1735 170.0 621 170.0 1983 170.0 621 486 170.0 708 170.0 624 145019 850 170.0 684 170.0 992 170.0 030 170.0 1133 170.0 891 170.0 1276 170.0 877 170.0 1417 1760 880 170.0 1700 170.0 880 170.0 1983 170.0 880 181.6 2024 170.0 680 50.625 In 170.0 747 170.0 683 170.0 890 170.0 631 170.0 1048 170.0 884 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 768 170.0 1793 170.0 750 168.0 1819 170.0 768 138.6 1918 170.0 708 54 N 170.0 797 170.0 612 176.0 856 170.0 681 170.0 1118 170.0 764 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 068 1809 1780 170.0 881 137.1 1799 170.0 881 120.0 1798 1700 881 536 170.0 885 170.0 701 170.0 1053 170.0 797 170.0 1240 170.0 876 170.0 H17 176. 844 170.0 1594 170.0 999 1669 1519 170.0 1033 1299 1619 170.0 1063 111.0 1619 170.0 1063 87.2 1619 170.0 1583 636 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1468 170.0 1018 106.7 1842 170.0 1076 141.0 1542 170.0 1122 117.5 1642 1655 1158 1503 1642 167.9 1157 86.1 1612 187.0 1167 696 176.0 854 170.0 763 176.0 1189 170.0 803 170.0 1384 170.0 1002 160.8 1472 170.0 1088 1429 1472 188.8 1148 128.6 1472 160.5 1130 107.1 1472 1479 1108 91.8 1472 1410 1104 50.3 1472 148.0 1104 721n 170.0 1063 170.0 678 170.0 1276 170.0 1009 160.8 1320 168.2 1101 132.0 1320 1409 1082 117.3 1320 137.6 1068 1018 1530 128.6 1049 089 1320 117.0 1024 70.4 1320 112.6 1013 68.0 1320 112.6 1012 766 170.0 1122 170.0 637 1499 1184 169.4 1013 1282 1184 139.9 984 112.2 1184 120.7 978 99.7 1184 118.3 984 899 1184 107.6 952 74.0 1184 97.6 936 84.1 1184 93.1 927 511 1184 92.3 925 76 6 1811 1124 1709 987 1314 1124 147.0 966 1169 1124 1283 947 103.6 1124 115.8 931 92.3 1124 1853 018 629 1124 983 668 692 1124 69.0 690 69.3 1124 54.3 881 619 1124 812 676 8015 106.1 844 1113 760 80.1 844 84.3 738 77.2 844 62.1 724 673 844 73.5 712 60.1 644 605 702 04.0 844 61.4 893 45.0 844 642 878 363 844 60.0 688 33.8 844 47.7 682 96 6 89.1 742 913 683 742 742 772 653 639 742 872 841 65.7 742 699 831 493 742 61.1 622 443 742 493 814 37.1 142 436 800 31.8 742 39.6 690 273 742 37.6 564 1086 626 688 639 530 62.1 608 53.8 521 44.7 688 48.6 613 39.1 568 414 855 343 668 37.3 496 31.3 5000 342 4912 20.1 688 296 451 22.3 686 263 472 193 888 24.7 468 1116 579 556 518 503 48.0 655 49.5 485 41.2 655 429 487 310 655 38.0 460 32.0 559 34.2 473 210 656 31.3 467 24.0 855 27.1 467 20.8 655 24.3 448 16.0 555 224 442 1206 46.8 476 48.4 433 35.0 475 310 428 318 475 33.7 420 295 476 203 414 269 478 28.8 409 32.6 475 24.8 404 19.0 476 21.1 385 16.3 475 15.7 $67 14.3 475 172 381 1446 28A 330 267 305 22.0 130 224 301 18.8 330 18.3 207 986 930 17.0 203 ww • v Anchor Capacity Table (8a) Author Cap PPeacesAadlalypc 85690518: 2.75 Canada 8.62 Cam. taloa MU F56113MU P706504 Metal 3/18 Elea Moan Ur Eno Wawa 8/16` EbroMacon11' Mean SNB' Eta Macon Elco Ur Macon 68 Eke Aggaitaba 518'1323 U6aem 44'88 Ebro A2168336 IRO Steal 20155(06) 612 Steel 826406) 512 9651 8051520.8 Edg68s6mme gar 1• 2.117 1• 2-1/7 3-068' r 2-16' 1• 2.6!? 3 3-18' 2• 0.48' 0.657 0.320 Embadinard(4 14/57 1410 1414' 1470 7 1-1147 1-110 1-174' 1-1157 1-1457 1-1657 7 14757 1418' (ea6ate 4) 2Anshan @4.7GM6.O.C./ Straka tllp(Fig. 104 39096 38586 46085 885666 184406 270164 280166 85416 74016 408160 80416 1152 Re 320109 42016 680015 4A0 t8062226'090.0.0./661dard Clip ga5. 4 700180 70016 68016 141016 06216 WA 85016 79A 630010 00A 88029 WA 65216 840039 112016 8 Aram fg 1.157169.OA/Standard alp fig. 4 860100 140013 WA 03A 1/A WA 78016 WA IgA ISA 01/A N/A 130406 1B801s 22/06h4 4 Almhas ®3• 666.0.C. 1 (2) 266 Angle Clips (,5.4 78016 78016 9001e 178086 3284.6 64116 68514 70816 145019 83816 132819 718413 65216 8101s 112016 8Anchors ®3'M61O.C.IP)255A6gf6CIO 013. 4 117016 117816 102016 236013 284416 81016 84016 WA 114016 140115 132016 351816 97816 128566 188016 4 Anchors ®0.46846.0.0.7 U21p, btu ur Alum. (F19.11 WA WA WA WA WA WA WA NUL WA WA WA NLA NLA Nth 1432106 2 Maim 6221: 18110.0. / RCUp (Ft. 4 35026 35016 29066 70516 47816 WA 28516 WA 3161a 016 440 IR 066 32816 42016 66016 4 Aaama 661.W MIs. 0.C. / FC6p (Rg. ay 48026 7001s WA WA WA WA 88015 WA WA NIA 73* WA 85215 84010 112015 NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 4.0057 SHEETS 18-20. HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS FIGURE 7: SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • 4) SUBSTRATES: CONCRETE SHALLCONFORM TO ACI301 SPECIFICATIONS HOLLOW AND • • GROUT-F0.LED CONCRETE BLOCK UNR (CMU) SHALLCONFORM TO A8TM 0. so. 0 WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE MINIMUM AND BEA MI UM OF .125 MINIMUM STEEL STUDS TO BE GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL STEEL TO 8E AT LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL FIGURE 1: FIGURE 2 • • • • FIGURE 6: • • FIGURE 3: • • • • FIGURE 6: • FIGURE 4. • • • • • • • • FIGURE 8: FIGURE 1& • • • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: pg.) X / ANONOR 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 I3 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED M ULUON. IT WILL YIELD A MINIUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE • ANGLE CLIP (FIGURES 6&8) MUST BE USED W PAIRS. .376• • x47 X.376• 'I' -MULLION 1.000• z 6 N a 0 1 1 M u1 go 1 2 8 O' to 11 11/4.1//1/4 - * • No. 68705 ' 6'' -STA F ` //- �t� ' •..�C 066.057. •�G\ `: //-''!s' IONAL'L%`�� A L{'NNiM)LL1 P.E. FL P.E.g 68705 50' 6619" ON 031310003V 0903 *WM 019W13 041 80440000 00 03SIA3HJOIQO11.1 a a OX 291 1 1 1 J N RN 1 F 3 2 m 0 340MO19 3/1.9/94) NOM/3I.593- X A9L9 X.9SL h-.041'1-�I •'1691319313141 0:NOA38 SOV3HH1 MHOS 918)1311V QN31X311VH9 1V1391 OLN SHOHONV TN VW ONV XO011Jo* 1SY311Y 38 0113319lv8ru3nwls •(3Jnvo s )>O)H1.9i0• ONV EC 30680 Wn19N9 Y 38 01SUMS 13319'MINI .9A' 30 Fromm Y 88 ONV 91-9909 3811689 WfWYN WO 3O 09 NV HUM 3Md N313H1008 Mo113A Q31V331-33118833d 38 11689 000M tea WlSV at W803N0311VH9 (853)1331 140018 313801403 0311I3 -1n080 ONNMO11OH •SNO11VJ13133d9 LOE I3Y 01 W803N0311 148 31383N00:93L.YHLS8n9 (9 •SNO1.Y001310131W31I108ddV'031838909 MORS 838110131:18-919133949 NO NMOHS 8NOLLO1H183H 1YNOISN3W[o 0NM01104 01314 3141 NI 0311180 38 01 881014 0916133149 339'SNOISN3W8110YX3 803.3139 01 ION 321Y NMOH9 Sd1O NOPI1fW ONV Nomnsl (E 318VMO11V 81 SH10IM ONIN3dO HOMY 81410N31 Tim N33M138 NOLLY1Od3131M wan (z '90081399 NOLLVTIVISNI 19831430 803 9.0 8133143 333 '0903V01 NO NOLLVWH03N NO3 00133H9 ONV 8318V1331 omen No 6N011.391H18N 1 803 1 13388 338 (1 •318V1 ALOVdVO HOHONV 3H118083 61401130 HOIONV 1YNOLLI00Y 5311900 010399138 AYR HOLM AJOVdVO HOHONV IN/WWN0W Y 0131). Mt U •NOIIVWW 03133135 3101.30 (316V13H1 00083) A110V3V0 NOITITS19 8141 NVHL 1:13M01 8111 N3HM'ON IN3d0 31418031N34133111 1133 8 33111883/1d 1VOIOY NV 01014101403938800.0381i10321 AIOVdVO NOHOW. 3141 NV180 01 Y11WIH0363113899 l ®"3VO 8011ONY ' "HOMINY/ X ( do) lVIfWH031N3WISIl90YALI tlV3VD010H314V $310N 31891 Z 13111014 L 3 '6HIVd NI 0390 38 Uinta 3993 319NY • • • • • • • • • 9 331101.4 • • • • :9 39=14 • • :E 3Hnol3 3110 OtNONV18 331 SV MINA HOHONY ONV N31311Yd HOHONV 39WS 3813999 •d11O 139140 3141 803 31ON 91099 2901 2299 981 YM FM 9114 949 911081 FAY 91P1 921 919 8e 055 91090 199th'904/J'o 'N0) .01109=my Z 91092 91090 91E9 "8199 91 zee 911990 9109 101LL1 91061 911001 97909 991966 8909 999 29981 19X6)61019 /9 691 1 2919£31 YM 924 YM YM YM 661 961 YM 9M 912 191 WN YIN FM IP AA mow .en owl 'Arm 7 0x) ti07.m4 0 9w91► 900011 91000 911009 9.009 29009 28928 911991 FM "7002 PM 009 880691 910291 991919 91081 991001 (09910493969L92923 MO 111'1.0 9 9191909 0 910011 9108 "1090 YM 9111 FM FM 999 91080 FM YM 91N 9994 91001 9M 086 111&3) d9009P9ms I •oro'119 ,911 dA 9999191 9.029 91006 90990 we 2133 "7699 9111986 91061 01690 91089 91010 89.0091 991089 80099, 88190 91060 11&11 dna 961999I'WO '42.9209 911491 2 It aloe 99 .890-1 .891 .0 .994 .991-1 3414 .MVI .11194 511.1 E .919.1 .360-1 .670.1 191 NI 9162911192 6//8083390 »Y ALE4 .190 .990 49 .911E .2 190 .L 299-0 4 .999.0 .2160 1 .911E 1 19911296921 am 490/9998 919010 (2D) 0918 919900 40D)9tm08 898016 91 091389.• 29071 cola MN 9918199 96689.571 09390(196.611 9981!11093 JO1t 0969901 9913-0919 199111 0613 /111 09933098.914E 80,199911 199119 99921A6 (9938993 199 /MPH 190'31145 9039931310 _1419199118 (940) ROI A809d,0201021 88 3.1891 V9 918V1 991 801 100 19 11191 0 610 91 010 949 600 91 090 Y19 09 OOZ 09 989 080 950 06 ESL 1180- 040 QBE 810 4001 99Z 949 ME 9.11 002 919 966 9'81 000 009 SCE 019 160 140 916 919 ISE 119 960 060 002 946 906 115 199 981 010 992 8111 009 840 992 141 102 L02 992 8)0 009 003 990 9112 66 940 est 942 996 900 909 SM EU 012 900 112 4901 999 BZZ CPI 819 092 090 CO 981 992 990 999 071 010 909 CO 010 610 019 60► 002 996 900 690 900 1St 09 291 919 160 9'1► 691 091 906 619 696 009 1498 900 143 919 940 40/ 806 999 959 CLI 1162 919 913 LLP YM 990 019 62 80 969 010 PO 199 999 0111 19 99 919 9'10 69 619 019 919 L99 019 949 299 9108 09 99 919 0-98 199 999 900 090 019 809 900. 0'0? 9109 9102 909 009 099 919 099 049 229 9101 000 259 LA9 091 298 CZ/ 909 919 929 909 009 9101 029 0909 00L 199 099 IV 002 289 149 EU 9192 Oa 99 LLL 91) 099 919 1121 199 909 VOL 331 909 029 141 00 1 919 969 1'9 8 92 1 COL 91 9 818 ELL 018 061 911 ELL 999199 909 919 109 000 BLD 889 102 090 909 021 109 99 999 911 999 ►99 014 119 102 911 091 918 191 148 110 0909 109 818 919 0099 109 8101 991 0029 908 1431 401 901 648 198 002 991 646 199 069 091 0191 198 919 691 9191 198 006 191 9091 109 906 111 0901 102 9101 081 01/01 128 ►'911 020 8199 10/ 0801 691 9019 198 4'101 499 69 1111 191 019 909 91911 9991 819 099 9419 999 9'02 009 1429 901 919 119 0221 999 1401 919 099 9901 1404 199 9199 1901 016 009 0461 191 1499 991 0114 028 0411 499 09 9909 999) 019 29 991 9919 961 906 9909 9999 116 016 091 9911 013 616 9199 9299 9514 0E8 9199 9941 01Z9 919 0411 0091 9.191 161 0'011 COM 0.019 901 0.019 999 0-019 9199 199 091 9001 99 989 0111 9921 9101 999 9011 9899 VIZI 914 8019 9101 8901 4199 SOLO 9161 9599 918 0014 910) 8019 994 001) 9911 9019 989 0414 996 001) 999 0.011 164 0411 409 991 9911 9809 9)01 001 0'011 991 VW 994 0019 999 9829 991 001) 9009 0.491 101 0019 906 0119 301 969 9811 0'011 199 8011 9)09 0011 9E9 01711 969 9011 691 0011 LPL 01919 9125'09 919 8019 9001 9011 099 0011 8091 1761 919 0019 9099 9960 099 9011 1101 0461 119 0419 9101 01169 199 9019 tact 0'019 069 0411 008 9011 989 9019 259 0011 09 0'019 904 0411 490 109 0419 6911 9191 999 8011 Mil 091 120 0119 999 9011 129 0411 0109 0011 909 0419 9991 901) 999 0419 088 0411 99 8011 99 0411 99 01919 ML 0411 219 0411 939 0449 9199 1111il1 l l i t 1111 , li 11 l 1f}Q� i l9 111111l111�}111 i t Q S II i li l i li 1 li 1 i ,i i 111110 ,i i ,i '1 i 1 li 11 i 9Inv wilnl 999.993• 9.901.91 X.991 X901Llopsol 131919291 09299099 600921 '006191090 608991 919999 6013901 '0199991911 84991 3949139 Carel sarrarden :99"°1 96293319 898901 1909113191 999099 9919 Wpm '969.11911 690x97 991609091 Otwan 1811311401 &35991 9 8111991 '89819149+1 010991 991119999 Sa8609 '0u6AN9"0. 60y9o7 91/809093 909 9091 4020 491 919 909 0101 0109 1999 (299990 591191119d24.12909991 X91) 1913911 612190d010 69400914 81611191d641019611o1) 41A81A Ouryedo (11499) 81991 A9102d93 imam V9 918V1 •• • • • • • • • • • • 1 Q 2174 • • • • • • • • • • • • • • • • • •• pie• • • • PT A .111[1h orrp r O O iggiggyyypps'■ 8 pr., a lli; 0 i 6 r 8 4 4 5' 5 65" 5 5i 4 6 S a 4 6 see O 1 vim b o io i e o io 11”14411i4 l o h 8 4 ggmgiiaa6=gggrg&=,cr 775 @@�!i'T, Ig 8 wv.'@r@@w7'Y F. L 6 i i g 6 i 6 e ZseQ i b� = a Z yRb p 5 @5»c11c,D�@ti f M g ai 8 E H 9 ! ! Ti. F =r e g l e V i i i i i i b 5 = 9 l 3 4 weHIg�fs�s:•>�r,, 9 m ilgritzg i i g 1 m i pi K§ p5" 6 bb� b o b rgg 5 b 'Q�e 6 ii 5 b g b 6( igOOlil1 I m 5 g1 a g7§a77755igQi3 g�0 1 4 = 1y 5 =r b pN E E fer—f/r71, b'i E e i i i Bi 6 i Mamie 5 l Ib 77@ -101i &Its 8 g 3 i i i3 S is i R B , 7 bH a 1 11 0 O.4C gglE mun Length Z N IPM 'i a 1 _ _ - _ -- _ - _ Mullion Capacity Table (lbale) = 4 ii = II8 fie 4 8 4 4 5' 5 65" 5 5i 4 6 S a 4 6 e O 1 5 b o io i e o io i l l o h 8 4 ggmgiiaa6=gggrg&=,cr F. L 6 i i g 6 i 6 e i 5 i b� = a Z yRb p 5 l S f M g ai 8 E H I E ! ! Ti. F =r e g l e V i i i i i i b 5 = 9 l 3 4 q! 6 9 m 2 i i i g i i m i pi K§ p5" 6 bb� b o b rgg 5 b 'Q�e 6 ii 5 b g b 6( 4 I m g q� E �gg3 e d a Q g i6 6 g�0 1 4 = 1y 5 =r b pN E E b L b'i E e i i i y1 5 i 6 i 0 ' l Ib g 1 e 9§ 8 g 3 i i i3 S is i R B , 7 bH W Eca' illic6igiirgo @ L ISit b 5 6 5 i i 6 1 eeeeei iooiiiiiim=4** g6 I a atiggiiigiiiataglm 6 L E b b E FI± 6 5 i i i i i = mons) or Opening Hall CON §i§giiiiiiiliiiiir;LIral E P.E 3 5 bg g 5 b i 6 i e i 5 0 Ce'" i 0 ar f b: i 8 w i u g § 5 e 8 44 — a E 'L+• tri e P, I b p 6 }8 yE e o b i n E i, l 1 1 ig eagle! ! b 2 2 r i l o e (� ail6 @gP>i§§yRg[Lsgg:=a E. b II P.F g E b 6 e 2 2 E 5 e b@ y gg1 ggo eiiiiiIiiiiERrrS _ g e E P G 5 a m o o e G e o 0 5 c4-4 $eege69ig gp.i gl_„tc i'il g b! b �r e G? 6 6 eL o 5 i i i f g i b b G 6 �'e e 5 6 5 E b b e b E i 0 i egra8 8§iii ige15 R b) 6 �p b e b i i i E Of•� ro 4 5 y 3 15- 15 gf g§ qR g p6� g 8§ pi e +5 g e gi g a 1 Titke IMPACT -RESISTANT ALUMINUM TUBE MULLIONS Desalyalre 2X4X 25 MULL SPECS Series Soft N/A N/A �� 6300JR 122 cmame ar m* Rer. J RO$OWSKI 18/29/11 A I hEsowsKI 07/15/13 REVISED CLIP FIGURES /4 IC= FL 34273 P.O. 92X 1529 teractug R 24276 FL CERT. OFAUnis29296 . • • • . . • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • R rr . 40101 m i Q "i0§ ill ig wig/ R.N4/18 1 12 §lig gP1 0 gl 11 OFT Y11ih ip 1 1 21 2 0® m®PP PV Q S nrq; iii 4.R44 6 8 And= 61.7f 10. O.C. r 618ndwd Clip (Ffg• 4k 4 Anchors ®6' Mt O.C. ! (2)286880C*, (FIg. 0 6 Anchats Q 3" Ma O.C. IR) 26 AnOts Cies (Fig. 6k 8 1 g= 4 O.O. r 61eMaid Cgp (Fig. 1 agk WAoarsundaesGroMg. 62 w it a 3 3 B 8 8 6 6 S 6 R i S B 8 BB Q H ii" o W Wissff@itffffl?9y 41 Ws5 5 'J■ 11 ��S�PI D11Li111I•!s fQ��N �Q a g *54141441n E 4 0 g§ q dd I ff dry Tabu (lbs) tkUa,CMU ii il. 1{ i i N t OiY- Li g g R 4rdt b T'i >>@ 1,§6Z 1 s F: 6 e H w b a g Y; 1 1 g i l Q H Cri l m ff l s i s s i i s s s a H"liMiliilL l i `' i � �o i gg>@oi@rgrifwwwurrrwl yy 5 i yy 5 b i i i �o E yy6 i =caP°'* i s la Q q 211%i P NM;m08h 4101/111,1 ierGGGG 4Ng z nun L•ngta p E 4 g= 4 8 5 S 8 5 6 v 6 6 a 3 3 B 8 8 6 6 S 6 R i S B 8 BB Q H ii" o s i g i i a i i d i.§ E 4 0 g§ q dd I ii il. 1{ i i N t OiY- Li g g R 4rdt b 6 i 6 5 0 i 6 e o i b +N 5 o e b re' it s B l s i s s i i s s s a s�� l i `' i � �o i y 5 yy 5 i yy 5 b i i i �o E yy6 i =caP°'* i s i t Q s s 9 s§ O a i3,,r fiiiiiiiiiiiiiiirgriPadlii 111111-g.iiiiiii§§Ztalr ale B �3 2 y i 2 y 5 i i -d y i (tE7fK-0 i 4 g1 3 g5 pi i 8 si d i i yi 8 6 gb i5 0 s Bi g 2 8 obi 3 ca r r+1 i i i 6 i b ie i 6 =per i f et me Qi yi gb r5 Qe 1 14 01 B 11 loinimillogoi=d1r e ►Bi 6 6 3O b g i i t i e i b g 1=— 8 i$ 13 l l i B G i t i g ii$ v 8 =ic y +� S o S 6 1 2 R i a i 'i i i i 6 g =. 19a1ssss$ialgg§9 , rq `i _ 6 B sou3g��b•'diyi3iiiiiiiigiio 1 1 1 1 1 u E1 1 1 3 Q 1 B Yi G 5 P' l o o y1 i 5 o b i b b gi 5 i= 11111151111§19g89=11 e l l 6 6 i i 1 9 1 (j {3 gi k1 1 8,4 gb 8 X5 1 8+ pig 11 1 pig 19 1 q5 8 :0g 7J IMPACT -RESISTANT ALUMINUM TUBE MULLIONS `2 X 6X.25 MULL SPECS Sates Scm• Oradng No. meet N/A N/A 6300JR 14.122 A °Mow= Dot Dale 08/29/11 Tasowsla 07/15/13 RAISED CLIP FIGURES . 112P1. $131= 1 Ft J� PA. WX ISIS NO1020 Ft 34274 R CERT. OF AUfl 329288 9 B • • • • D 3 � m iW11°11i imz 2 4 18 1 1,11 @i§ 11 q10 lh 1011 y O G q mig 11110 O 11 N T ml hb e P IV ; D- • Offl�t 1 1 8 1 9 1 mg� 1 4 9 F 1 a 1 N 6 N F 1 b a 1 g P MALength O N i -no 8' 6 6 s B 6 6 B 4 6 6 i{Q t 8f 6 B Lwr+ 6 € g w m w a o o w mt p�i/ll� a 6 o s i ytF�a r3 Z 6 E• i Rsytr cr EEIEI;6E 2g6 `°''' 14 1 s i/ s/ m// 0 0 =Mr 8 s 5 5 4 V 6 g 11 6 0� , 4 6 5 5 8: i s 8 Ae`"'c q �� N j E yy g p E E qq g E$ ''' r a4$ tl mo 6564�g114555R�,,rd I r V E O =c'" l 6 S{ I. cE hl 5 6 +�E 7 5 m 6 �E (• 7d 0 a Rapae7 EEE4EEEEe(=°"1°4 I =;,,,s e 6 o et L�i w Nm� .i D l ~6 gy� 4t a r s i$5 s4 444 1 e,EEE EEE!c=amF1 s 5 s I s I 0 Ae 8134' EEEp=r1 1 WW1 =Mr 1g 6 EIEEEE- c Y 65631:4= aaEEteaa='g g gV5g5 09, R,° 01 p E r m m w E ag QSVI� 1 ~�'11 4 2 S o 6 5 S Rea:6e4 ism: -..-4„.,--4,,,r E E E ia =c—v E i ii s M s 'm 1E 5 p8 S R der 50/1s•fi �'al 5 IMPACT -RESISTANT ALUMINUM TUBE MULLIONS 1.26 X 2.11 X .125 MULL SPECS sans N/A J OSOWSKI Sora N/A Data 08/29/11 DozNica 6300JR Checked By Dat e 15ot 22 Rea: A J asowsKI 07/15/13 REVISED CUP FIGURES 1070 TELr0YOLGGY Lvtl15 K W350E. FL 31275 P.Q ERN 1.929 NoicorX FL 34274 FL CERT. OFAU1HS2E1298 TABLE 12A Millen Capaefty Table (LbWft°) 3.26" 30 DEG. AL BAY MOLL OponingWidth (kr veNc8Dysp86T0 nares)orOpening Height (forilodm:inl ay-sparringWim) 8066 5066 70111 5066 901n 10051 120tH 1401n 1601n R93931040 1694119 Trapmtaag. twang 1331332910 towing Up" Mang. 1238n9 53 94999310 Loading 113019 1330. Laming Refer L° 0g Trapfran9. loam R6 Nim twang Trapillteng. Loadna Re1395307 1933130 33310 3130. Lw803 Reetere07 Luang 74334111430. Laming Re09119d0 Loading Tmp/Tdmg. LoeditG Rentengby lie TtydN•t9. beam I 11 is ii il ii II li II ii II ii 1 II it it li il fl 11 1� li 11 ii 1 I li !I li II li II i !I li !I li 1 II ii 1 it 11 l I q 421n 170.0 820 170.0 430 170.0 744 170.0 478 170.0 888 170.0 608 170.0 692 170.0 619 ' 170.0 1118 170.0 621 1702 1240 170.0 621 1170.0 1409 170.0 621 170.0 1735 170.0 621 149.1 1740 170.0 621 481n 1700 708 1700 624 1702 800 170.0 884 170.0 692 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 1170.0 650 152.2 1522 170.0 869 1302 1522 170.0 880 114.3 1622 170.0 680 50.50566 170.0 747 170.0 883 170.0 896 170.0 831 170.0 6048 170.0 664 170.0 1198 1700 723 170.0 1345 170.0 747 164.2 1413 170.0 758 1362 1443 170.0 750 117,3 1443 170.0 786 102.9 1443 170.0 758 84 66 170.0 707 170.0 612 170.0 058 170.0 691 170.0 1118 170.0 764 170.0 1276 170.0 0073 160.4 1359 170.0 637 144.3 1363 1702 6586 120.9 1353 170.0 061 103.1 1353 170.0 881 902 1353 170.0 661 50 66 170.0 965 170.0 701 170.0 1.163 170.0 707 187.0 1218 170.0 678 140.1 1218 1700 944 1292 1218 1692 038 1162 1218 152.1 924 07.4 1210 1441 913 835 1218 149.1 913 73.1 1218 148.1 013 631n 170.0 930 170. 745 170.0 1118 170.0 860 180.2 1150 188.8 933 131.4 1150 163.0 914 1162 1150 141.9 896 106.1 1150 136.2 665 87.8 1150 128.7 071 75.1 1150 1282 870 85.7 1150 1282 879 681n 170.0 074 170.0 799 162.4 1016 165.8 881 130.8 1048 149.8 884 114.3 1010 193.1 860 1012 1046 123.4 639 01.4 1048 118.8 830 762 1048 150.4 921 80.3 1018 1083 818 67.1 1048 1502 818 721n 1402 960 1419 764 117.4 000 126.0 745 100.8 850 110.8 934 96.0 800 1000 722 782 860 02.0 712 70.4 000 852 703 68.7 600 792 609 50.3 850 785 680 44.0 950 78.4 608 78 In 119.7 790 626.1 680 902 790 1004 878 86.6 790 93.3 683 74.8 790 83.9 862 88.6 700 769 649 69.9 750 11.7 638 49.9 790 50.1 624 42.8 790 62.1 819 97.4 790 612 817 76 In 110.8 750 1105 657 02.9 750 641 644 70.1 760 85.8 832 au 750 77.1 621 815 750 702 612 65.4 760 85.7 850 48.2 760 59.4 694 326 750 682 608 34.8 760 655 608 80 In 72.1 683 74.4 600 60.1 053 620 491 516 009 645 483 46.1 550 449 479 40.1 683 412 408 36.1 663 409 402 30.0 689 302 462 255 069 313 445 226 663 31.6 442 W In 59.4 496 81.1 443 48.5 495 61.6 430 42.4 495 44.5 427 37.1 490 399 421 33.0 495 38.1 415 247 485 832 409 24.8 450 29.1 400 212 495 246 394 182 495 20.0 390 168 In 41.7 391 42.6 353 34.0 391 33.9 348 249 391 31.1 342 231 391 27.8 337 23.2 391 242 393 28.0 391 82.8 328 17.4 391 19.7 321 149 391 17.8 318 111 n 354 370 392 396 320 370 33.0 330 275 370 28.5 325 24.0 370 25.3 320 214 370 228 318 192 370 20.9 312 15.0 970 18.1 395 12011 30.4 317 309 289 285 317 28.0 284 21.7 317 226 260 19.0 317 199 278 189 317 17.9 273 144n 175 220 17.8 203 LE 12B Anchor Capacity Table (Ibe) Anchor CIO MOMS 86150010. 2.76C9Ime19 359 C00. HollowWM 92192 CM) PTWaod Neta Aiffida77p0. 9n6'QWtel9cm u4'050U6a°m 5/1r Eli°04'90 Macon9108'170.1 tmwam yr Eiaotwum EIm 0099314.2 1218'E160 18*091 108789 Ego Ago31810 MO 5138 Sow 815) 812 Steal 81090 (06) 91281691 threw 835) 38331231mm 0a): 1' 2412" 1' 2412" 8418' r 2412' 1' 2416' 2' 3405' 2' 0.48' 0.54' 0.324' Embalmer/10# 1-814' 1514' 1314' 1414' 2' 144' 14187 1.014' 1414' 1-1/87 1414' 2' 1376 1-318' (lee note 4) 2 Ana= 0607888" Mb. OA 1(2) 295AO318C579 (05. 13 39060 39008 450100 890115 170009 27095 28095 36400 740810 488180 750 115 1182136 928508 420105 66008 4 Attt55079 @ 3.8' Mb. OA f (2) 298 At17a laps (Ng. 21 78053 780 Its 79095 187095 Nam 64005 68095 WA 112008 93806 885115 2964136 852100 64000 11435 8A001181482.7r 129.0.0.0(2) 235 Nils Wp0(Fig. 83 1120L 112005 08895 224e Ins 228405 WA 84095 WA 105906 WA 13200.5 WA 97809 128005 103095 FIGURE 1: FIGURE 2: • • FIGURE 3: • • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED N PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS 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-20. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 608348 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO 8E A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEL7. TO BE AT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (Ort.) X ( ANCHOR CAP."`"."'") eANCHOR CAP.,® MULLION USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN RIS 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 ADDLTIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. O J Pal 2 a 0 1m a 1 1} 60 pYor.- A 93complying with dm Florida Sondlop. Coda Acceptance No _ -0 8758775 cww1 %.011111/`�?"( LYNtvff7'Sii • *' 140.68705 '*' cez STAT (OC(7�� A. LYNN itiaR, P.E. FL P.E.# 159705 TABLE 13A Mullion Cepa°Hy Table (Ibeft') 3.2r 46 DeaAL Opening Width (Kr veto:ay-sp R9 nom) orOpening Height (for flar M- R4mlons) 601, 601n 70la 9066 801n 10366 1201, 1401n 18051 Rwiagyta Loading TaplTdag. Loafing Rectangular Loading Treplftag. Luang Realagdar 7rep4GTang. Loafing Reotangder Loading Tenalde g. g Rectangular kedge Trepl7tlag. Loading Re12engata Loading Tom. Loading Rectengilar Loading Trap/Tdag. WaringLoad,O Rectangular TapTdeng Loafing Rectangular Loading Trepirdag. Loading fl 11- ii 11 li ii ii 11 h it 1Loafing H 3.J113.I 147' 1.474' 11 la ii 1Lwdi 11I 1 -tin I li 11 li II li 11 ii (see We 4) 3.I 11 li 11 3.IUU3.J 1700 Ms 27085 28308 _ 1 II _ ii g 11 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 092 170.0 519 170.0 1118 170.0 621 170.0 1240 170.0 521 170.0 1455 170.0 621 170.0 1735 170.0 621 1603 1871 170.0 521 4866 1700 708 170.0 524 170.0 550 170.0 584 110.0 892 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 WO 1637 1827 170.0 680 1403 1637 1700 860 1229 037 170.0 680 50.625 b 170.0 747 170.0 583 170.0 696 170.0 631 770.0 1049 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 147.1 1552 170.0 760 128.1 1652 170.0 766 110.4 1552 170.0 7513 8166 1709 797 170.0 612 170.0 1158 1700 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 5434 170.0 637 1553 1455 170.0 85511 129.3 1455 170.0 861 110.8 1455 170.0 861 07.0 1455 770.0 861 601n 170.0 805 7700 701 170. 1083 170.0 707 770.0 1240 170.0 676 757.1 1309 170.0 944 1393 1300 170.0 098 125.7 1309 163.5 854 104.6 1309 167.1 982 808 1309 167.1 982 789 1309 757.1 932 63n 170.0 030 170.0 745 170.0 1110 170.0 850 1829 1247 1700 910 1429 1247 184.8 493 120.7 1247 152.0 885 114.0 1247 144.3 052 00.0 1247 138.2 938 61.4 1247 135.7 935 71.3 1247 1353 93.5 681n 170.0 874 1700 789 110.0 1169 170.0 690 149.4 1100 183.7 985 129.0 1100 147.9 949 116.4 1100 138.6 028 1039 1100 128.4 014 889 1100 119.5 898 743 1100 115.1 893 649 1190 1141 1193 72 In 181.6 1010 1699 877 134.7 1010 144.6 859 118.4 1010 1272 842 101.0 1010 114.7 028 899 1010 109.0 617 809 1010 089 807 67.3 1010 80.8 706 67.7 1010 87.8 790 50.6 1010 87.7 789 7813 137.4 908 143.0 782 114.5 603 1220 778 941 906 107.1 781 85.9 800 982 749 78.3 008 682 733 60.7 908 623 729 57.3 000 74.7 710 49.1 038 71.2 710 42.9 908 70.8 705 78In 127.1 681 132.6 764 1099 881 1129 738 83.8 881 889 726 70.4 881 68.5 713 70.6 851 81.0 703 639 681 744 804 53.0 881 641 661 45.4 881 649 875 39.7 881 667 672 90n 62.7 848 05.4 674 649 845 721 491 59.1 848 629 854 61.7 648 541 545 40.0 649 509 637 41.4 00 47.0 530 349 640 41.6 619 29.6 6(8 382 811 26.9 660 30.6 637 931n 652 565 70.1 098 598.6 588 52.1 499 447 685 51.4 4131 428 580 40.8 453 379 088 41.4 478 301 668 30.1 470 3M 585 33.4 459 24.3 508 30.5 452 21.3 588 28.7 447 1081n 479 449 48.0 405 39.0 449 412 389 342 449 357 393 29.9 449 313 387 289 449 28.6 332 73.9 449 28.1 377 20.0 449 22.7 349 17.1 449 20.4 381 18.0 449 189 336 1111n 44.1 425 45.0 385 30.5 429 37.9 379 31.5 426 322 373 27.0 425 29.1 387 24.5 425 282 382 721 425 24.0 358 144 426 20.7 350 15.8 426 18.6 343 120In 349 384 35.6 331 20.1 301 299 328 24.9 384 23.0 321 21.8 384 229 317 19.4 384 209 313 17.5 384 16.7 300 14413 20.2 253 20.4 233 18.5 253 17.1 230 TABLE 13B Anchor Capacity Table pa) A11rJtorCepPa!ton Substrata 2.71( Concrete 3.69 Com. Waco C al Fated CMU PTWad Metal Aeahm7ypa 9n5ElteMason 1/47 Else Macao 6118'Elw1747 Macon3lIS'Eteolilam3 1p'EroWEm I BS Etc Aggrtietot 6118' Eno Macon 11r88 Elco Aggo0ator 9108hd Scum823) 012 Steel Wen (05) 812 Steal Scow (00) Edge Distance (n): 1' 2-1470 r 2-1471" 31/8" r 2-trr r 21PC T 3.178' 7 0.48" 0.847 0.3257 Eakedtent(11 147' 1.474' 1.374 14377 r 1 -tin 7-1747 1-114' 1.1147 1-tlr 1-154' 7 112' 1.379' (see We 4) 2 Anchors E2 V MI. 0.0.7(4)248 A5ge 149476g. 1): 390816 390 Re 450 an 890@6 1700 Ms 27085 28308 354 Ms 746145 48808 72254 11822e 32669 420 Rn 680108 4 Anchors @48" Ian. OA 1(2228Aagta Caps pg. 4 780@8 780186 790@9 1870168 262526 80908 603 lbs WA 1120 ms 93868 8036s 2364164 852lbs 840758 1120 an 0Mehtae ®27r Mb. 0.C.1(2) 216 MOH Clips (Rg.3): 112068 112068 06885 224868 2284194 147.0 84010s NIA 10596s 107A 020 26 WA 978 an 1260188 188064 FIGURE 1: FIGURE 2: • • FIGURE 3: • • • • • • • • ANGLE CLIP (FIGURES 13) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18.20. HOLES TO DE DRILLED IN THE FELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. FOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T8 AND BE A MINIMUM OF .125• THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO 8E AT LEAST .126' THIO( AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: PP..) X ( ANGOR 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 LR LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WELL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAL PY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE .125' co 0co J D 2 1rp E m a U z$ � UJ8) 11 ao m Ids k0. MODUCT REVISED :.3 the MmMa 'laldingCoda „{oar„ 3.1 11iJY !'7:,11. „.; 5.05 026 ``‘1Mtll1111/777 .%`iON1LYNtr 4//4''3.'3. ' 0GENSF' F.p is *C No. 68705 * �� !v 4013;ry �� STA 4vc A. LYNIl15 4 R, P.E. FL P.E.D 58705 1.000' F- -1 1.000' 1- 1' x r x.126• MULLION 6083 -TO ALUM. XSECTION .376' MPI. 375' MIN. • X r X.378• MULLION 6436348 ALUM. XSECTION h-.126' 2.000• STANDARD CLD' 6063-T6 ALUM. X•SECTION .128* 3.126' 2 6.600' 2.750" 1.000' r-- 1•X 2.76• X 376•MULLION 6063.78 ALUM. XSECTION CUT HERE TO I 376• 1 CREATE F -CLP, SEE I rMIN. r- DETAILF 811E214 1 L _ STANDARD CLO' 6063.76 ALUM. CENTER OF ANCHOR 1401.E MUST UE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. .740' .338' MAL 1 6053-T676 ALUM. USED FOR ALL 1'XrAND V X 2.75• MULLIONS. SHEETS 54 TOPVIEW Y I MIN. II ( UCUP 6083.76 ALUM. 1"X 3.126' X.600' MULL ONLY. SHEET TOPVIEW U -CUP 8683-T6 ALUM 126' X 3.188'X 255' MULL ONLY. SHEET 12 TOPVIEW -11.000'b 1' X 2.78• X .850• MULLION 6063--T8 ALUM. xsECTION i h•-.125" 3.125' 1.1.000•.1 1• X 3.125' X .5' MULLION 6083.76 ALUM. XSECTON 5.000' 378' MAL I -t250 -•i 126• X 3.188' X 265• MULLION 6063-76 ALUM X -SECTION 2X6 ANGLE CLIP 608346 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 048118D BOUNDARY. SEE SHEETS 847 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER +t116'. Mull Dimension (sheet ii) POT Peril/ Mullion Std. Clip Offset Clip LI -Clip Angle Clip 1'X2' X.125' (5) 68805 668113M 6681118M 688243M 688511M 1° X2° X.375• (6) 668008 66811481 6881119M 688244M 668512M 1" X2.75° X.376' (7) 66807 668115M 6661120M 688245M 688513M 1° X2.76' X.650' (8) 66608 688116M 8881121M 668248M 668514M 1° X3.125" X.500° (9) 66837M 6681116M 6881114M 688242M 688515M 125° X3.188' X285°(12) 88641M 6881117M 6881113M 888241M 688516M 1.26' X2.11' X.125' (15) 69370 NIA N/A NIA 668517M CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 617 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETEtt ANCHOR DIAMETER+ 1118'. TABLE A x1266'-1 128' X 2.11 X .126' Mt6.UON 606378 ALUM. X -SECTION Dilnenslon Value (In) For Mullion: A 1.625 1* X2' X.125' B 2.654 Altunkunn C 0.895 Tube Mullion D 0.740 A 1.125 1' X2' X.375' Aluminum B 2.404 C 0.635 Tube Mullion D 0.490 A 1.876 B 3.000 1' X2.76" X C 0.757 .376 Aluminum D 1.118 Tube Mullion E .460 Mtn. A 1.312 1' X2.76' X B 3.000 .650" C 0.476 Aluminum D 0.838 Tube Mullion A 2.000 B 2.637 1' X3.125' X Alum C 0.883 .600' Tube Mull D 1.137 A 2.826 B 3.262 125'X3.188' X.265' Alum C 0.882 Tube Mull D 1.782 1.28' X2.11' A 1.813 .121' Altus Tube Mull NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SLEET. 2) SEE SHEETS 617 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS 8 ANCHOR 0.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METH009. z 0 m 3 3 coQ 4°2 o• m b 0 pU 1 yO 8 0 1! A RODULTRBVISHD comply/kg ailh Month Latai! • _ „� d.3-0815. in. Product ,`1111111111// N",t, Y LYNN 111/17 */ No. 58705 X33 . :TAT EOFTh •g. A. LYMV•anu.Lcrc, P.E. FL P.E.9 68705 4.000• -�1.080"r- 1.000' r. - i STANDARD CUP 6053.78 ALUM. X -SECTION 8.800' CUT HERE TO 3.125 - - 0REATEP.BEE r.376' F-cU DETAIL F. SHEET4 2876' CENTER OF ANCHOR HOLE MUST LI: WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.O. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER .1/15•. STANDARD CLIP 608376 ALUM. TOPVIEW 1.710-r_ 11 I ,26• 2125' .126.7 U CLIP 606370 ALUM. X -SECTION 46' BAY MULLION 608345 ALUM. X -SECTION OFFSET CUP .126• 808378 ALUM. TOPVIEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. 2) SEE SHEETS 6-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. UCUP 6063-T6 ALUM. USED FORAU.1" X 4• MULUONS, SHEETS IO&11 TOPVIEW CENTER OF ANCHOR HSE MUST LIE WITHIN THE DASHED BOUNDARY. SFE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER .1/18'. t.E C t--.12s- i 2X8 ANGLE CUP 6083-T6 ALUM. X•SECTION 8.000' 2XSANGLE CLI' I/83T5ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW MIEN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER .1/18'. Dimension Value On) For Mullion: F 3.687 1°X4°X.126° 0 1.000 Aluminum 71iba H 2.880 Mahon F 3.187 1" X4" X.378° 0 0.767 Aluminum Tube & H 2.430 "T" Mu8bn F 2.813 30° Bay Mu0 F 2.875 46° Bay Mull Mull Dimension (sheetf) POT PartI Mullion Std. Clip Offset Clip u-CEp Angle Clip 1' X4' X.125" (10) 69384 688111M 6881122M 688241M 668518M 1"X4'X.375'(11) 68810 868112M 6861123M 686242M 868519M 1" X4' X.375' I" (11) 86853 668112M 6681123M 688242M 688519M 30 Degree (16) 68849 WA WA NIA 6685110M 45 Degree (17) 68850 WA NIA NIA 8885111M co O W 2 g U a gt 1 A 1 (L U e 1 1 01 tt 790 1 N 210 PRODUCE REVISED 39 ¢ngvrBMIAeFlurMa EtaitclIng Coflo sn i) s. �1�7�4 D Prod�a:lconuol No. 58705 • 'AR A. LYNN MILLER, P.E. FL P.E.# 68706 *: TABLE E MuII Dimension POT Pert0 (sheet ii) Mullion I Std. Clip U-CIIp Angle Clip r x4° X.26•(13) 68802 688281M 688271M 8885112M r X8' X.25'(14) 68804 688282M 686272M 8885113M 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) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 250' .250' 6.000' 2X6'X25' MULUON 5003.75 ALUM *SECTION .375' MIN. 2 378' MN. 2 '--.125' i i I , 5 5 I i STANDARD CUP 6003T6 AUIM. *SECTION .125' 1.490' 5.800' CUT HERE TO 3.500' .378' [UN 2 CREATE SCUP. r - SEE DETAL F, SHEET 4 .---- r - I -1� J -- 3.1 43 v _ L_ ATANIfARTIM IP /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 ♦ 1116'. 6063-16 ALUM. TOPVIEW 2 --I F.–.125" 1 2.00' 2X5 ANGLE CUP SIM3•Te ALUM. *SECTION .125' .125' F.375" E 3.435' 5.50' _ 376' MN. 3.500' CREATE A. r_ SEEDEM6F. $HEET4 _ r — _ — L _ I I I I _ I I I v _ IL — 4.888' 54. L_ STANDARD CUP 6063-T11ALUM. TOP VIEW UCLIP, 5003T0 ALUM. ED FORT X 4 MLLUON. SHEET 13 TOPVIEW CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 617 FOR THE ANCHOR O.C. DISTANCE. MA70MUM ANCHOR HOLE CUT TO DIAMETER ANCHOR DIAMETER • Ute'. uCLn' 6053-T5 ALUM USED FOR T X 6' MULLION. SHEET 14 TOPVIEW 5..00' 375' MIN. 3.43r 375' MN. 2 6.438' 2X5 ANGLE CUP CENTER OF ANCHOR HOLE MUST LIE NN3-TS ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 617 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER ♦ 1118'. MANGLE Ct6' 5053-T5 ALUM TOPVIEW `NN:zpNY LYNN 4;7*, .4. VtCENS••4iQp'., * ' No. 68705 ***.*::.= .,4 •• :Z.A0 D1. ;acv: FL P.E.# 68706 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO 8E WOOD ON AU. FOUR 8IDE8. THE WINDOW FRAME DEPTH 13 2.14'. THE OPENING REQUIRES A DESIGN PRESSURE OF 460.01-80A PSF. NO ANCHORS IN HEAD 1) INITIALLY ASSUMING THATA 1' WIDE MUWON IS SUITABLE.THE MAJ.ION LENOTH 1S 72' AND THE OPENING WIDTH 1337+324? •85'. REFERENCING SHEET 22, THE COLUMN USING F ---1 RECTANGULAR LOADING MUST BE USED. SCAN THE MUWON TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4' AND WILL MEET OR EXCEED THE REQUIRED H L . _ DESIGN PRESSURE OF +80.01.80.0 PSF. IF THE TABULE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE �� Id _� SEE SEE_ FROM TABLE 3A, 8HEET 7, THE 1' X 2.75' X .375' M UWON (LENGTH • 72', OPENNG WIDTH • 70') MEETS TIE DEPTH REQUG�O. HOWEVER THE DESIGI PRESSURE IS 41583 PSF AND WOULD 6. FENESTRAPRODUCTS APPROVAL SHEET 2-3 2.3 NOT SUITABLE FOR THIS APPLICATION. L e pY a 1It 17 _ - FROM TABLE 4A. SHEET 8. THE 1' X 2.78' X.850' MULLION (LENGTH • 7Y, OPENING WIDTH • 70') HAS A DESIGN PRESSURE OF 41.72.7 PSP WHICH EXCEEDS THE REQ FOR THE OPENING AND MAY BE USED IN THIS APPUCATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LBS. Nb N IdULUON h 4 LENGTH_ 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD 0.17 WITH (4) 012 ANCHORS AND THE 2X13 MULLIONS_ HIS SHEET 4 ANGLE CUPS WITH (4) 012 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASER TO INSTALL N j _ DETAILS, 888878 23 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PATS USED WITH THIS MILLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE 130TH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE V r -1 - NSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Q' IN THIS EXAMPLE. THE DESIGN PRESSURE REQUIRED WAS +1.60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSP WITH ANANC OR CAPACITY OF 036 LBS. ALTERNATIVELY, W 2 - IN - L __ NO ANCHORS IN _J WMGOONSILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE ME ANCHOR CAPACITY REQUIRED FOR THE EXACT O88138 PRESSURE OF 60 PSF: § W ar I"T�TH 838 LBS (60 PSF) X 524.9 L88 USED TO QUALIFY 010 STEEL SCREWS FROM TABLE 4B) 0 WIDTH (MAYBE ( PSP) 72.7@ M THE BUILDING SUBSTRATE IS KNOWN TO 8E CAI ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2.38'. THE OPENING REQUIRES A DESIGN PRESSURE OF+50. 1.580 PSF. 1 J 7 8 $ 8 HISS U FOR THE VERTICAL MULLION a Q '- c0 1) INITIALLY ASSUMING THAT A W WIDE MUWON IS SUITABLE, THE MULLION LENGTH IS 37+72'+..10' AND THE OPENING WIDTH 13 36'+30•+1' •73'. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MILLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318' AND WIU. MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-35.0 P37. IF TIE TABLE DOES NOT SHOW THE EXACT SIZE. USE THE NEXT LARGER SIZE AVAILABLE. W - N li yp 8 EXAMPLE 2: MULTIPLE MULLWNS A°�"mTM'J FROM TABLE 3A, SHEET 7, THE 1' X 2.76' X .376' MUWON (LENGTH • 108', OPENING WIDTH • 801 MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE 13 +1.15.1 PSF AND WOULD NOT 8E SUITABLE FOR THIS APPLICATION. W Q - SEE , FROM TABLE OA, SHEET 13, THE 2'X4' X .250' MULLION (LENGTH • 108'. OPENING WIDTH • 80y HASA DESIGN PRESSURE OF *84.7 PSF WHICH EXCEEDS THE REQUIREMENTS SEE FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BF 2'B NOT 73' AS PREVIOUSLY a 2 Q 12 11,, O (� 2'O w F�STRATTON PRODUCTS APPROVAL - i i 2-3 -, - BECAUSE IT 13 NOW KNOWN THAT THE MULLION WILL ADD 7 TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH I8 38'438'+7.74'. ASSUMED. VERIFY THAT THE DESIGN PRESSURE l8 STILL APPLK:ABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, TIE WIDOW WIDTHS MAY RE REDUCED TO MAINTAIN THE 73' DIMENSION (35.1/2435.1/2'+2'•73'). ` 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN 1)11 8 EXAMPLE, MUNE THE POURED TIT 1 ' I 1 I CONCRETE HEADER AND SILL ARE 8' WIDE. 17 THE MUWON CUP WERE TO BE CENTERED WITHN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. VERTHCAL1 mum `- LENGTH M ~ _ L _ , - s� DETAILS. SHEETS 2-3 _ J �__ '� SEE DUAL E. SHEET3 USING THE STANDARD CUP WITH (6) 3118' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1/2' GIVES AN ANCHOR CAPACITY OF 1050!83 WHICH IS GREATER, AND - THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: OPENING � HDR¢ 1NLLroN S, BECAUSE THE VERTICAL MULL WILL 8E A 7 X 4' X .250' MULLION, N MIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL. MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. to HuamGPlplugAHiMIM@FUotHde 1) THE MULLION LENGTH IS 38' AND THE OPENING HEIGHT I8 32'+77+7.108'. REFERENCING SHEET 22, THE COW MN USNO LOADNG MAY BE L USED. FROM TABLE 9A, SHEET 13, THE 2 X 4' X.250' MULLION (•�. LENGTH • 42', OPENING HEIGHT • 120')HAS A DESIGN PRESSURE OP +/-170.0 PSF WHICH EXCEEDS THE / 08n11CPRBVIS® A uldio8Coda �1 ^ V^ � - No 3-9:: ,y,S ti SEE DETAILA REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. ,` n- ..4•1,0; , - Y!/' , I- 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE OM131 SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8' E3GE DISTANCE. USING THE 2X5 ANGLE CUPS WITH (WIDE.16' ULTRACON ANCHO �ANOBE EDGE DISTANRED WITHIN THE W, CARE MUST BE TAKEN TO MAINTAIN THE CE OF GIVES ANCHOR CAPACITY OF 540 LES WHICH ISNAND THEREFORE SUITABLE. FOR REQUIRED LIMo • ;., ,. �s 1 U P/ /I. i. VP/ ! ANCHOR CAPACITY OF 621 L88. l NY I L_--� I 38'.11029E I F---- 1l8.LLENOTGi OPENING WIDTH FOR I I 36', NORM. MALI. LENGTH VERTICAL MULL. 4) FOR THE U -CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBB. TABLE 98 FOR THE U -CUP SHOWS THE ANCHOR CAPACITY IS 1074 L88 WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY TZEQUIiEM ENT OF 521 LBS. THE ANCHOR TYPE 18 A1112 STEEL SCREW. `. &..0 oCE F�i�� CENS ' F � *:� No. 58705 - = ='O 6 _ FROM THE A80VE STEPS, OUR MULLION DESIGN PRESSURE L5: +-84.7 737 FROM THE VERTICAL. MULUON; +1-170.0 PS7 FROM THE 38' HORIZONTAL MULLION ATTACHING TO CML!; +1-170.0 PSF FROM THE 30' HORIZONTAL MULLION ATTAOINO TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE LS+184.7P SF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. WIU. APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. % �1 :. t• O (.S 13 .: ii ` O • STA 4 •�•• �•,Os,•�i0(....• `•'G��\ ''/��1ONA� 1`, ``` A. LYNN MILLER, P.E. FI. P.E.0 68705 EXAMPLES OF RECTANGULAR LOADINQ SH/DH /// LOADING OF VERTICAL MILLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MILLION WITH INTERSECTING HORIZONTAL MULLIONS PN EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING SOD a' LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION 41411 I ! orAl AC LOADING OF VERTICAL MILLION SILL OF WINDOWS NOT ANCHORED 0 O HINGED DOOR LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULUON WITH INTERSECTING VERTICAL MULLION PW PW HR r LOADING OF VERTICAL MULLION SHIM LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL bNLUON PW LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1/7"A — PW _/ I ,'� I RI I / // � / — a / ST;D I I✓I I LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION NOTES; 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONnGUR lT/DNS. 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. 6 ° 3 0 oncoucr nts 0weth ; FIOIlldo Acct once No �D Dad SIA main * No 58705 *73333 ) '� %U )s 3 •' a 9T tS � ''Onnllt`` A. LYNN MILLER, P.E. FL P.E.8 58705 16 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 .. e a plicable building code. This product is approved as descr -d herein, and has been designed to comply vet [arida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Seri " I ' —710" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titles um. . ' ' : t 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., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami- 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.novA era/ ounty Product Contra MISSILE IMPACT ING: Large and Small Missile Impact Resista t. LABELING: Each unit sha a • -rmanent label with the cturer's name or logo, city, state, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1114.04 Expiration Date: December 21, 2016 proval Date: February 16, 12 ----P_age1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA'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. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NDA 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. FTL-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 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. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo 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 PGT 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 61G15-27.001 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, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-0815.09) Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 NMA 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. Jaime D. Gascon; P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW LAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. ',16° LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER B. 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) UTES 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) UTE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) UTE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 5/16° OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI 10: (1) UTE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16° OR 3/8" AIR SPACE AND 6/16" LAMI CONSISTING OF (1) UTE OF 118" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM PVB INTERLAYER. L 13/18" LAMI IG: (1) UTE OF 1/8" OR 3116° ANNEALED (MIN.) GLASS, 6/16° OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/6" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI 10: (1) UTE OF 1/8" OR 3/18" ANNEALED (MIN.).GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/18" LAMI 10: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 3/18" OR 1/4" AIR SPACE AND 718" LAMI CONSISTING OF (1) UTE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI 10: (1) UTE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: QX,, XO, ZCOX 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 1300-02. (5_. 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. 6. SS\MUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION 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 / ^ HURRICANE ZONE (HVHZ). 9. 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 REMAIN UNCHANGED. Arad J.L� NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS...._2 DESIGN PRESSURES..._3 ELEVATIONS 4 VERT. SECTIONS 6 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 6 ANCHORAGE ...... .._..... 8-11 Oft 70117111 I1n4dooC E FBC 2010 CODE CHANGE JJi &TOM Btsiikm ADDED 10 CAP TO BETEMPERED @ +SOFT NOTE FJC Bm"B,: F.K 4/16/07 Bahr 2128/08 ADD F7L- 0TONOTES76CHO.NOTE870CURREINTEDI . Ohcbd Jr. 3/29/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 GENERAL NOTES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ewlselkdk FIRM NTS Shed 1 d 11 ONS191i414121.10 E * : No. 88705 — ..0 zoa SS1ONAL. NNN ALYNN IAI RPE P.E.B 58705 1/2• NOM. GLASS BITE 60,61,62 12" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS Si SOLUTIA OR DUPONT PVB INTERLAYER 1/8" s ... . OR HEAT STRENGTHENED GLASS 6/16' NOM. 5/16" LAMINATED GLASS 1/8" ANNEALED OR HEAT STRENGTHENED GLASS — .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 6116" LAMINATED 6/16' OR 3/8' AIR SPACE 1/8" OR 3/16" ANNEALED OR TEMPERED GLASS Qp 13/16" NOM. 13/16" LAMI IG GLASS WI 6/16" LAMI _...t# 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 7/16" LAMINATED C] EXTERIOR INTERIOR [* (ALL SECTIONS) 7/16" LAMINATED GLASS J VII 1/2" NOM. k) GLASS BITE COMID 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16° ANNEALED OR TEMPERED GLASS Qp 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI AD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. Reiselliya .LJ. Date 10117111 Nail= E NO CHANGE THIS SHEET RMINISN JJi wa ite FJC aeewap FK 8/20111 ADDED 10 CAP TO BE TEMPERED et +SOFT NOTE 4115/07 2a0B Nakiker C J.J. NO CHANGE TH18 SHEET OrtIc S/28/00 1070 TECHNOLOGY DINE NO(OMIS. PL 94278 P.O. BQX 1928 NOKO4118, PL 24274 edr GLAZING DETAILS TIN ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ales Full elmok 2 d 11 6+dp4Y. 4127-10 E PRODUCT RHYMED as complying with the Florida Building Cod No f./F7 l- (p M P.E.# 89706 TABLE 1. XOX (1/4,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) D FOR INSTALLATION IN THE HVHZ ABOVE 30 in; 8LASSHATNIFISG- TEMPERED I.O. GLASS AND'AN BOTH DP UNCHANGEQUANTITY D. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 60 5/8" 64" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +58.8 -58.8 +56.2 -56.2 108 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +80.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +80.0 -80.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111"D K �' +75.0 -75.0 XOX (1/3,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" TABLE SMALLER) 2. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7116" A,B,C, G,H,I +60.0 -60.0 TO 86 7/16" D K L' +75.0 -75.0 OX AN XO NGE OR INTEGRAL FIN TABLE 3. WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS_ WINDOW HEIG WIDTH TYPE 26" 36" $ 38 318" 48" 150 5/8") 54" 60" 63" A,B,G,H +75.0 -76.0 +75.0 -75.0 s +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 PitrZEnitUpglo. vOttlthoPlorldo nuncio* Curio 6" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -86.2 74" A,B,G,H +75.0 -75.0 +75.0 -76.0 (+75.0 -- -75.02) +75.0 -75.0+75. -76.0)+75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 ^°`�180C°NO sATP-.ri _y . ,. ', M " tante "'" .srM GLASS TYPES: TEST REPORT FTL-4858 (XOX), FTL-4859 (OX & XO) AND FTL-5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16° OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) H. 13/16" LAMI IG -1/8" OR 3/18"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) 1 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) J. 13/16" LAMI IG 1/8 OR 3/16"A (RAIN.), 3116° OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A): K. 13/16" LAMI 10-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) `•%vot`yNN M, ,,,,, izzC. �`s2s0y.••••••••• .. 'i ': = �c: •No. 58705 7--• ••• �, W ' -0 • 1-1 i 12. f2�� ":7--7:-.:%., StATE OP i�� •.. FLOI�p.•• \�`` �'/. SS/ONAti ""o‘% ai4krfdattill ,b`E P.E06670a Rua°a� J.J. aam 10117111 Raid= E NO CHANGE THIS SHEET a"oi�oc k"HBp Mc 1070 TECHNOLOGY DRIVE DESIGN PRESSURES JA ADDED raCAP roeETE,yar Eo@+soFrxorE " �+� i!h R4.1147 Iles Rentskaren6111 .-_ ALUM. HORIZONTAL ROLLER WINDOW, IMPACT FA Elmo Fit 4116/07 °` 2/16108 C �eJ.J.°"° L ADD INTEGRAL FIN OPTION 8 UPDATEASTME 1300020Pe 3129108 NO.O. B F1L a y b(y gam, a.i v,ae HR710 NTS ae.e 3 d 11 m..ep, 4127-10 a..: I E 27 3/8" MAX. DLO VENT {�--54 6/18" MAX. DLO FIXED B Raider rams er J.R. FYIaC6p FJC Dames FJG X 0 X 110" MAX. WIDTH LF. FRAME 11? MAX. WIDTH FLANGE FRAME A 57 3/8" MAX. DLO ALL FIXED LITES OPP 1 DETAIL B - XOX (1/4-1/2-1/4) r.___ 33 9/18" MAX. 33 9/18" MAX. DLO FDCED c.1 r DLO VENT 0 1 B 1 A 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. 1 C 77 MAX. WIDTH I.F. FRAME ---►� 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 63" MAX. FLANGE FRAME ALL CONFIG. 27 3/8" 27 3/8" MAX. DLO MAX. DLO VENT FIXED 867/16° MAX. WIDTH I.F. FRAME 8 7H8° MAX. WIDTH FLANGE FRAME 1 DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) 10117/11 Dee 800/11 not 4'1687 2/78/08 E NO MANGE THEO SHEET 0 v AeYme C NO CNANOE TIES 8NEET CO FEIZIFhMA7L DINENBIONSANDCORNER cwo 32588 1070 TECHNOLOGY ORAE NOKOMIS. FL 34776 P.O. BQX 1520 NOKOMIS. 8.34274 Witbb Baur ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW IMPACT HR710 NTS �4 of 11 ��4127-10 E PRODUCTRBVISBD es Bu9ding odde 6&oFlorFda Acceptance No - 4.74+ Miaail .fl EXTERIOR MAX. HEIGHT FLANGE FRAME MAX, VENT DLO MAX, FIXED DLO 1 r INTERIOR ILMAX VENT DLO EXTERIOR INTERIOR �— MAX. FIXED DLO --►� MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) I+- MAX. FIXED DLO —1 MAX. VENT DLO MAX. WIDTH (LF. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SECTION C -C (VERTICAL SECTION, FLANGE FRAME) SILL (VERTICAL SECTION, I.F. FRAME) HEAD (VERTICAL SECTION, LF. FRAME) meow J.J. oder 10117/11 E NO CHANGE 7183 SHEET Rand Bp J.& Win 610111 ttatsloat D NO CHANGE MS SMUT boat 4118/07 Dar '1/5058 Rautthec oe.m out J.J. ADD INTEGRAL FIN FHARR HEMS 41. 42AND43AND VIEWS. bew 3/13/30 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS. FL 31270 SECTIONS nr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 168710 Hai 5 a 11 4127-10 E \‘‘‘`00. LYNN ?yj4::/i/i * , No.58705 \ * ▪ -o Luz - STA ▪ E • OF ", /ONA�• ' 0. LVNP•IN I I 1 P6. P.E9 68705 1TENl DWG# REV DESCRIPTION MAUL PGT# 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 2 4025 13/16" IAMI 10-3/I6"A (MIN.), 5/16' AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) SASH STOP (STD.) (ANT) LIFT CLIP) 6063-T5 AL 612244 3 " 13/16" LAMI 10-3/16°A (MIN.), 5/16" AIRSPACE, 5/16" LAMI (1/8"HS, .090 PVB,1/8°HS) #8 X 3/4 PH. PAN HEAD 7834AA 4 4053 13/16° LAMI IG1/8"A (MIN.), 1/4" AIR SPACE, 7/16° LAMI (3/16°A, .090PVB, 3/16"HS) SASH STOP COVER (SASH STOP) 6063-T5 AL 13/16' IAMI1G1/8°A (MIN.), 1/4° AIRSPACE, 7/16" LAMI (3/16"HS,.090PVB, 3/16"HS) 6 4136 13/16" LAMI10-3/16"A (MIN.), 3/16" AIRSPACE, 7/16" LAMI (3/16°A, .090 PVB, 3/16°A) FLANGE FRAME SILL 6063-T6 AL 64136 7 4137 13/16" IAMI 10.3/16"A (MIN.), 3/16° AIR SPACE, 7/16° LAMI (3/16'/13, .090 PVB, 3/16"HS) SILL ADAPTOR 6063-T6 AL 64137 8 4131 ROLLER TRACK 6063-T6 AL 64131 10 71298 WEEPHOLECOVEI. POLYPROP. 71298 12 1626 ADHESIVE OPEN CHL. FOAM PAD 1073 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063-T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL. JOINT 1635 74134W/K 15 1155 #8X 1.000QUADPN. SMS 781PQA 16 4110 0 SCREEN ADAPTOR 6063-T5 AL 641106 17 4054 B FIXED MEETINGRAIL 6063HD-T6 AL 64054A 19 4066 WSTP.,.187 X .230, FIN SEAL 640660 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 22 1683 WSTP.,.250 X 270 BACK, FIN SEAL 616830 23 225-1 ROLLER HOUSING&GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEEFINORAIL 6063HS-T6 AL 64006 33 1235 WSTP.,.170 X .270 BACK, FIN SEAL 673166 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PR FL, SMS 7858 37 4126 SASH SIDE RAIL 6063-T5 AL 64126 38 1683 WSTP.,.250 X.270BACK, FIN SEAL 616830 39 7070 BULB WEATHERSTRIP .187 X 275 67070K 40 LIFT RAIL COVER CAP 74078"C" LORR 41 4139 L.F. FRAMEHEAD 6063-T6 AL 64139 42 4140 LF. FRAME SRL 6063-T6 AL 64140 43 4141 I.F. FRAME JAMB 6063-T6 AL 64141 50 GIAZINGSIL ICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZINGBPADBULB (TIIICK) 6TP247W,K 52 1225 VINYL GLAZINGBBAD BULB (THIN) 6TP248K 53 4039 B GIAZING BEAD - 5/16" 6063-T5 AL 64039B 54 4044 B GLAZINGBEAD-5/16" W/GRILL KIT 6063-T5 AL 644703 55 4222 A GLAZINGBEAD - 7/16" 6063-T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W/GRILL KIT 6063-T5 AL 6985 59 4067 OLAZINGBEAD -13/16" 6063-T5 AL 64067 60 GLASS 5/16° LAMI (U8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI (1/8° A, .090PVB, 1/8" HS) 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 " 7/16° LAMI (3/16" A, .090 PVH, 3/16" HS) 65 7/16" LAMI (3/16° HS, .090 PVB, 3/16" IIS) IT'F74 DWG# REVS DESCRIPTION 1 MAIL 1 PGIW 66 GLASS, 13/16° LAMI10.1/8"A (MIN.),3/8"AIRSPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 67 ° 13/16° LAM110.1/8"A (MIN), 3/8° AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"11S) 68 " 13/16' LAMI 10.1/8"A (MIN.), 3/8° AIR SPACE, 5/16" LAMI (1/8°HS, .090 PVB, 1/811S) 69 " 13/16" IAMI 10-3/I6"A (MIN.), 5/16' AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 70 " 13/16" LAMI I0.3/16"A (MIN.), 5/16" AIRSPACE, 5/16" LAMI (1/8°A, .090PVB, urns) 71 " 13/16" LAMI 10-3/16°A (MIN.), 5/16" AIRSPACE, 5/16" LAMI (1/8"HS, .090 PVB,1/8°HS) 72 13/16" IAMI 10.1/8"A (MIN.) 1/4" AIR SPACE, 7/16" LAM1 (3/16°A, .090 PVB, 3/16"A) 73 13/16° LAMI IG1/8"A (MIN.), 1/4" AIR SPACE, 7/16° LAMI (3/16°A, .090PVB, 3/16"HS) 74 " 13/16' IAMI1G1/8°A (MIN.), 1/4° AIRSPACE, 7/16" LAMI (3/16"HS,.090PVB, 3/16"HS) 75 " 13/16" LAMI10-3/16"A (MIN.), 3/16" AIRSPACE, 7/16" LAMI (3/16°A, .090 PVB, 3/16°A) 76 13/16" LAMI IO.3/16"A (MIN. 3/16" AIR SPACE, 7/16° LAMI (3/16"A, .090 PVB, 3/16"IIS) 77 " 13/16" IAMI 10.3/16"A (MIN.), 3/16° AIR SPACE, 7/16° LAMI (3/16'/13, .090 PVB, 3/16"HS) 90 1014 SCREEN FRAME(HOR & VER.) 3105-H14 AL 91 1630 SCREENCORNERKEYW/RINGB POLYPROP. 92 1631 SCREEN CORNER KEY W/OI1T RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135 DIA. HARD TIM PVC 96 SCREEN CLOTH 2.784 '062 I 1 1.988 4g I.F. FRAME JAMB #4141,6003-T8 2.624 2 710 41 I.F. FRAME HEAD #4139,6083-T6 42 .082 3.162 1+- 2 710 .F. FRAME SILL #4140,6063-T8 .LLRogow tmr 10/17/11 RadWa E NO CHANGE THIS SWEET RmatoF J.R. FK( tam.* FC erlortt am" 4/1OD7 Rgetions ADDED ?MINX TOSIMS TYPES RaLlmm 0 ADD /TEMS41, 42849 J.J. MVOS 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34278 P.O. BQK 1820 NOKOMIS. FL 34274 PGT VLrtbb•.Deere, PARTS LIST ALUM. HORIZONTAL ROLLER WMNDOW, IMPACT EMalleM HAM NTS Ore 6 m 11 AMITM 4127-10 E .,•, • . (cam * : No. 58705 •,* Ce �•'. STAT OF LYPA141Li P.E P.EO 88705 73 .082 �2a,o 1 O FLANGE FRAME HEAD #4102A, 6083-T8 1.473 -+(F*—.a62 •490 L.451 ►{ O SASH STOP #4026,6083-T6 21 SASH TOP & BOTTOM RAIL #4133, 6053-T6 .060 1.096 O GLAZING BEAD, 5/16" #40448, 6083•T5 (USED WI GRILL KIT) .878 1.122 �-2.710 O FLANGE FRAME SILL #4138, 6083-T6 .081 .437 O HORIZ. ROLLER TRACK #4131, 6063-T6 279 ate - moi' I I 1.187 -+{ 1.081 1 — 32 SASH MTG. RAIL #4006D, 6083HS-T8 .878 1.098+ ---_IT O GLAZING BEAD 7/16" #4222A, 8083-T5 62 O FRAME SILL ADAPTER #4137, 8063-T8 (�1.4�i� 17 FIXED MEETING RAIL #4054B,8083HD-T8 SASH SIDE RAIL #4128,8083-T5 .060 1.1154•—•-17 O GLAZING BEAD, 7/16" , 6083-T5 (USED W/ GRILL KIT) .678 1.51 040 .738 O SASH ST #4053,OP 6083-T6COVER —2.784—.1 .082 93 FLANGE FRAME JAMB #4002A,6083 -T6 1.098-1-`—'1 53 GLAZING BEAD, 5/16" #403913,8063•T6 883 .oso 59 GLAZING BEAD, 13/16" #4087, 8083-T5 .097 enaels J.J. Oda 10117/11 N tCHANGE'TH188HE1:'7 Reader J.R. Dar 1 tdroklrax 0 NO CHANGE THIBSHEET FFJC ea* 4/15107 eNC NO CHANGE THIS SHEET e®mSc FC Daft 2/28/08 m,mlex J.J. 22228 1070 TECHNOLOGY DRIVE NOKOMIS, FL 3427" P.O. SOK 1525 NOKOMIS, FL 342.74 Vtstbt Bauer EXTRUSIONS ie" ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Ablealbt HR710 Half Idea 11 4127--10 E PRODUCT RUVISED the Pl"N8" 1, 11 I1II I Il,ft, ��aNV 1,1c8Nsi. •gyp �� * No. 58705 •* �''/LYN/ONA� 1�. S' A. 'ANY= P.B. P.E./68705 ANCHOR QUANTITIES, XOX 114-112-114) WINDOWS TABLE 4 GLASS TYPES A,B.C,G,H,1 GLASS TYPES D,E,F.J,K.L ANCHOR TYPE a & SUBSTRATE 2.3, WOOD 2, CONC 1, CONIC 2,3, WOOD 2, CONIC 1, CONIC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE w v HEAD& SILL HEAD & SILL HEAD & SILL gm HEAD & SILL m HEAD & SILL m HEAD & SILL m 53,125 x 38.375 48.000 50.825 64.(00 80.000 63.000 1+C2+1+X2+1 2 1+02+1+C2+1 2 1+02+1+02+1 2 1+02+1+0+1 2 1+X2+1+02+1 2 1+X2+1+0x+1 2 1+C2+1+C2+1 3 1+X2+1+X2+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+0+1+02+1 3 1+C2+1+C2+1 3 1+X2+1+X2+31 3 1+C2+1+X2+1 3 1+X2+1+X2+1 3 1+02+1+02+1 3 1+(+1+X2+1 3 1+C2+1+02+1 3 1+X2+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+(2+1 3 1+C2+1+0+1 3 1+C2+1+C2+1 3 1+X2+1+X2+1 3 1+0+1+02+1 3 1+02+1+X2+1 3 1+02+1+02+1 3 1+X2+1+C2+1 3 1+02+1+(2+1 3 1+X2+1+X2+1 3 1+C2+1+C2+1 3 1+C2+1+X2+1 3 1+X3+1+03+1 3 80.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1+X2+1+02+1 2 1+02+1+X2+1 2 1+02+1+X2+1 2 1+02+1+X2+1 2 1+X2+1+C2+1 2 1+(2+2+(2+1 2 1+02+1+02+1 3 1+X2+1+02+1 3 1+02+1+02+1 3 1+C2+1+X2+1 3 1+02+1+02+1 3 1+(2+2+{2++1 3 1+X2+1+C2+1 3 1+02+1+02+1 3 1+02+1+X2+1 3 1+0+1+02+1 3 1+02+1+02+1 3 1+X2+2+X2+1 3 1+02+1+02+1 3 1+02+1+X2+1 3 1+02+1+C2+1 3 1+X2+1+02+1 3 1+02+1+02+1 3 1+02+2+X2+1 3 1+X2+1+0+1 3 1+C2+1+02+1 3 1+X2+1+X2+1 3 1+0+1+0+1 3 1+02+1+02+1 3 1+03+2+X3+1 3 1+02+1+C2+1 3 1+0+1+0+1 3 1+X2+1+X2+1 3 1+02+1+02+1 3 1+0+1+08+1 3 1+03+2+03+1 3 74.000. 38.376 48.000 50.828 54.000 60.E 63.000 1+C2+2+00+1 2 1+02+1+02+1 2 1+02+2+X2+1 2 1+02+2+02+1 2 1+02+2+02+1 2 1+02+2+0+1 2 1+02+2+X2+1 3 1+02+1+02+1 3 1+0+2+02+1 3 1+C2+2+02+1 3 1+(2+2+02+1 3 1+02+2+0+1 3 1+X2+2+C2+1 3 1+02+1+02+1 3 1+02+2+0+1 3 1+X2+2+C2+1 3 1+(2+•2+(2+1 3 1+02+2+X2+1 3 1+0+2+C2+1 3 1+02+1+02+1 3 1+0+2+02+1 3 1+(2+2+02+1 3 1+(2+2+02+1 3 1+03+2+X3+1 3 1+02+2+X2+1 3 1+0+1+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+0+1 3 1+03+2+X3+1 3 1+02+2+02+1 3 1+0+1+02+1 3 1+03+2+03+1 3 1+X3+2+03+1 3 1+(2+2+02+1 3 1+03+2+X3+1 3 84.000 x 38.376 48.000 50.628 54.010 60.000 63.E 1+02+2+02+1 2 1+02+2+02+1 2 1+X2+2+X2+1 2 1+0+2+0+1 2 1+02+2+X2+1 2 1+02+3+02+1 2 1+(2+2+(2+1 3 1+02+2+X2+1 3 1+02+2+X2+1 3 1+02+2+0+1 3 1+C2+2+(2+1 3 1+03+3+03+1 3 1+02+2+0+1 3 1+(2+2+(2+•1 3 1+(2+2+X2+1 3 1+02+2+C2+1 3 1+02+2+(2+1 3 1+X3+3+03+1 3 1+02+2+(2+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+0+1 3 1+02+2+X2+1 3 1+C4+3+X4+1 3 1+0+2+(x+1 3 1+0+2+X2+1 3 1+X3+2+03+1 3 1+03+2+C3+1 3 1+X2+2+02+1 3 1+04+3+X4+1 3 1+X2+2+02+1 3 1+C2+2+(2+1 3 1+0+2+0+1 3 1+X3+2+03+1 3 1+(2+2+(2+1 3 1+04+3+04+1 3 106.375 x 38.375 48.000 60.625 64.000 60.000 83.000 1+02+2+02+1 2 1+1:2+2+X2+1 2 1+02+3+(2+1 2 1+02+3+X2+1 2 1+02+3+02+1 2 1+02+4+02+1 2 1+(2+3+(2+1 3 1+0+2+X2+1 3 1+0x+3+C++1 3 1+03+3+X3+1 3 1+02+3+02+1 3 1+03+4+0+1 3 1+X2+3+X2+1 3 1+X2+•2+02+1 3 1+X3+3+0x+1 3 1+X3+3+C3+1 3 1+X3+3+03+1 3 1+03+4+X3+1 3 1+X3+3+03+1 3 1+0+2+X2+1 3 1+X3+3+03+1 3 1+X3+3+C3+1 3 1+C3+3+X3+1 3 1+C4+4+X4+1 3 1+X3+3+(3+1 3 1+0+2+02+1 3 1+04+3+04+1 3 1+04+3+04+1 4 1+03+3+X3+1 3 1+04+4+01+1 3 1+03+3+X3+1 3 1+0+2+02+1 3 1+C4+3+04+1 3 1+04+3+X4+1 4 1+C4+3+X4+1 3 1+X5+4+05+1 3 111.000x 38.376 48.000 60.828 64.000 60.000 63.003 1+02+3+(2+1 2 1+02+2+X2+1 2 1+02+3+02+1 3 1+0x+2+(2+1 3 1+02+3+02+1 1+(3+3+03+1 2 1+(2+3+(2+1 3 3 1+03+3+03+1 3 1+02+3+X2+1 1+C2+3+02+1 2 3 1+C2+4+02+1 1+03•+4+0+1 2 3 1+C2+3+(2+1 3 1+0+2+(2+1 3 1+03+3+X3+1 3 1+03+3+(3+1 3 1+03+3+03+1 3 1+X3+4+X3+1 3 1+C3+3+03+1 3 1+(2+2+02+1 3 1+C3+3+X3+1 3 1+03+3+X3+1 3 1+03+3+X3+1 3 1+04+4+C4+1 3 1+03+3+03+1 3 1+C2+2+0x+1 3 1+X4+3+X4+1 3 1+04+3+04+1 4 1+0+3+0+1 3 1+X4+4+04+1 3 Ramey: J.J. Dia 10/17111 1+53+3+(3+1 E NOCHANGE TFeSSHEET 3 1+C2+2+(2+1 3 1+04+3+04+1 3 1+04+3+04+1 4 1+04+3+04+1 3 1+05+4+X5+1 4 NOTES: 1. ANCHOR TYPES: 1-1/4° ELCO TAPCONS 2.1 /4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 818" LAM( -(118'"A,.090,1/8" A) B. 5/18" LAM( - (1/8" A,.090, 1/8" HS) C. 5/18" LAMI - (1/8° HS,.090,1/8° HS) D. 7/18° LAMI - (316" A,.090, 3118" A) E. 7/16° LAMI - (3/16° A,.080, 3/18° HS) F. 716° LAMI - (316° HS,.0 90, 3/16" HS) G. 13/18° LAMI 10 -1/8" OR 3/16° A (MIN.), 6/16" OR 3/8" SPACE, 6/16" LAMI - (1/8° A,.090, 1/8" A) H. 13/18° LAMI 10 - 1/8" OR 3116° A (MIN.), 6/16" OR 3/8" SPACE, 6/16" LAMI - (1/8" A,.090,1/8" HS) I. 13/18° LAM1 10 -1/8° OR 3/16° A (MIN.), 516" OR 3/8" SPACE, 8/16" LAMI - (1/8" HS,.090, 1/8" HS) J. 13/16" LAMI 10 - 1/8° OR 3/18" A (MIN.), 3/16" OR 1/4° SPACE, 7/16" LAMI - (3/18° A,.090, 316" A) K.1318" LAMI 10 -1/8" OR 316" A (MIN.), 3/18" OR 1/4" SPACE, 716° LAMI - (316" A,.090, 318° HS) L 1316° LAMI 10 - 1/8" OR 3/16° A (MIN.), 3/16° OR 1/4" SPACE, 716° LAMI - (318" HS,.090, 3/18" HS) 0 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. 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SSS NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 26 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: X 0 X I1+C3+4+C3+11 3 1._ --ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 26 3/4" max. -1 I--3" MIN. -i 11 1 1 9" REF. MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 3/4" MAX. J _11/2"TYP. -111--.-3* MN. 9001 1 1 2 L 9041 1 8' REF. X 0 X 1 MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS div ESQ JJL ee/20/11 /away: FJC mmmey" FJC 4115/07 Oslix 2/2803 Inwam D ADDEDGC APTO6ETEMPERED +SOFT NOTE Wane C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ACA OriMer O4u JJ. VIM 1070 TECHNOLOGYDRNE I+0KOW8, FL 34276 P.O. BQX 1929 7(01(01118, FL 34274 PGT VGJ* Btu ANCHORAGE SPACING, XOX (1/41/2-1/4) re« ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SociatUoditt HR710 NTS 8 a 91 4127-10 lbw E \1111 IIIll,1'/ \\‘‘kNr LYNN M/� '/i�i 0.C. • 00ENSF'•. ,p * • • No. 55705 * ' ::1/4;sy S,EEOFf:10R10P.•OfV�G`�. AA!" NN MILLER, P.E. P.P3 68788 ANCHOR QUANTITIES, XOX (113-113-113) WINDOWS TABLE 6 NOTES: GLASS TYPES A,B.G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G6) 03 S TYPES: A 2.A. WINDOW SUE )1 HEAD & SU_ HEAD & SILL HEAD & SILL 1 HEAD & SILL HEAD & SIU. HEAD & SILL 8 LAMI - (1/8" A,.090, VW A) B. 8/16" LAMI - (1w A,.090,1/8° HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A 48.000x 38.375 1+02+1+02+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 C. COW LAMI - (1/8" HS,.090,1/8" HS) TEMPERED I.O. GLASS CAP. BOTH THE DP AND 48.000 1+02+1+02+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 D. 7/18" LAMI - (3116" A,.090, 3/18° A) ANCHOR QUANTITY REMAIN UNCHANGED. 60.825 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 F.7/16"LAMI-(3/16"HS,.090, /1 " H) F. 7118' LAMI - (3/18° HS,.O80, 3/18" HS) 54.000 1+C2+1+02+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 1+02+1+02+1 3 G. 13/16" LAMI 10 -1/8" OR 3116° A (MIN.), 6/16" OR 3/8" SPACE, 6/16° LAMI - (118° A,.090, 1/8° A) 80.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 H.13/16" LAMI IG -1/8° OR 3118" A (MIN.), 5//16" OR 316° SPACE, 8118° LAMI - (1/8" A,.090,1/8" HS) 63.000 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+(�+1+( +1 3 1+C3+1+03+1 3 I. 13/18° LAMI IG -1/8° OR 3/16" A (MIN.), 6/18" OR 318° SPACE, E/16" LAMI - (1/8' HS,.090, 1/8" HS) J.13/16" LAMI 10 - 1/8" OR 3/18° A (MIN.), 3/16° OR 114° SPACE, 7/16" LAM - (3/16" A,.090, 3/16° A) 63.125 x 38.375 1+02+1+02+1 2 1+02+1+02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 K.13/16° LAMI 10 -1/WOR 3/18" A (MIN.), 3/16° OR 1/4" SPACE, 7M8" LAMI - (3/18° A,.090, 3118" HS) 48.000 1+C2+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 L. 13/16' LAMI 10.1/8" OR 3118° A (MIN.), 3/18" OR 114" SPACE, 7/18" LAMI - (3/16" HS,.090, 3/18° HS) 50.625 1+C2+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1+G2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+02+1+02+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 1+03+1+03+1 3 83.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C9+1+03+1 3 HEAD & SILL: 10 1/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 1+C2+1+02+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 26314' MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2' MAX. O.C. 48.000 1+02+1+02+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 1+02+1+02+1 3 TABLE KEY: 50.828 1+(2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 X O X 84,000 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+03+1+03+1 3 t1+03+1+03+11 3 I+ -ANCHOR QUANTITY PER JAMB 60.000 1+02+1+02+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 1+03+1+03+1 3 83.000 1+02+1+02+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 HEAD AND SILL ANCHOR QUANTITIES 68.000x 38.375 1+G2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+02+1 2 1+C2+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PWS (1) 48.000 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT 50.6225 1+C2+1+02+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+C3+1+03+1 3 PLUS (1) ANCHORS AT FIXED SECTION. 54.000 1+C2+1+02+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+02+1 3 1+02+1+02+1 9 1+03+1+C3+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.000 1+02+1+02+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 1+C3+1+C3+1 3 1+02+1+02+1 3 1+C3+1+03+1 3 (3° MIN. O.C. ANCHOR SPACING) 63.000 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+C3+1+C3+1 3 1+02+1+02+1 3 1+03+1+03+1 3 74.000x 38.375 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 226 3/4" MAX. 48.000 1+( +1+C2+1 3 1+02+1+( +1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+03+1+03+1 3 --4.-11 -3' MIN 50.825 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+(2+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1 1+1 1 A&A 1 84,000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+02+1 3 1+02+1+C2+1 3 1+03+1+03+1 3 9" FtEF' X 0 X 00.000 1+C2+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+C3+1+03+1 3 1+02+1+C2+1 3 1+03+1+03+1 3 ._PROD= 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+C3+1+C3+1 3 REVISED ®�tplyingwith iltoFlorida 84.000x 38.376 1+02+1+02+1 2 1+02+1+C2+1 2 1+02+1+02+1 2 1+02+1+02+1 3 1+02+1+02+1 2 1+02+1+02+1 MTG. RAIL 2 TYP.^ W/ OF ANCHORS Butld;v0Codo 48.000 1+02+1+C2+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 EXAMPLE 3 CLUSTER QTY. (3) A�p�No 50.625 1+02+1+02+1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+03+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) 54.000 1+02+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+02+1+C2+1 3 1+03+1+03+1 3 A-: "1'�l 60.000 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+C3+1+C3+1 4 1+03+1+03+1 3 1+03+1+03+1 3 253/4" MAX 63.000 1+03+1+03+1 3 1+02+1+02+1 3 1+C3+1+03+1 3 1+C3+1+C3+1 4 1+03+1+03+1 3 1+04+1+04+1 4 J�IF--1111r 1.-+-3' MINI ' ILYN/y 68.437 x 38.316 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 2 1+C2+1+02+1 2 /6''. 48.000 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+C3+1+03+1 3 9° REF. 1 / 1'i; X 0 1 X ``\\`-NY �� ` '�Y r...C........c.136,!., F 80:825 1+(+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+C2+1+01+1 3 1+C3+1+03+1 r 3 i 54.000 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 Na. 58705 60.000 1+C2+1+02+1 3 1+C2+1+02+1 3 1+03+1+C3+1 3 1+03+1+03+1 4 1+03+1+03+1 3 1+04+1+04+1 4 MTO'RAIL. •- 83.000 1+03+1+03+1 3 1+C2+1+02+1 3 1+03+1+03+1 3 1+C3+1+C3+1 4 1+03+1+03+1 3 1+04+1+04+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS =13 : rtm"1et: dd Daa 10/17/11 Rotate E NO CHANGE7HlSSHEET A°�tC - 73 2 STA , F RattdB: D,t" NeNyd� oroTECHNOLOGYDRNE ANCHORAGE SPACING, XOX (1/3-1/3-1/3) :, FS'• FCORIOP.••'G\� J.R. 8%20/11 0 ADDED IO CAP TO BETENPEREdt)+SOFTNOTE Noxonus.O34275 $ �i� S •."•... , �� JC eF X8/07 CCRatting UPDATETABIEB,SEECTVALUESDUETOANCHORCAPAOL Raw:* MO ALUM. HORIZONTAL ROLLER WINDOW, IMPACT '7i;ONAL1�,�` D.+°e1e FA D2 2118108 D9.ct"1on J.J. m,n. 3/28/08 I NOKOMIS. FL 34274 V S 17 Baum °i '�% RAM mte NTS e,e 9 d 11 W.Va. 4127-10 ae° E A. LYNN P.E. P.E.! 68708 ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPEStA B,G,H CONC , ANCHOR TYPE> 2,3, WOOD Z CONC GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE oel (71 0 m .000 x 38.375 < 1+02+1 2 48.000 50.625 54.000 60.000 63.000 1+C2+1 2 +C2+1 21 4) m 105 105 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 1+02+1 3 1+02+1 3 1+C2+1 3 1+02+1 3 1+02+1 3 1+02+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 1+02+1 3 1+02+1 3 1+03+1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02+1 2 1+02+1 2 1+02+1 2 1+02+1 2 1+C2+1' 2 1+C2+1 2 1+02+1 3 1+02+1 3 1+C2+1 3 1+02+1 3 1+02+1 3 1+02+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 1+C2+1 3 1+02+1 3 1+03+1 3 1+03+1 3 1+C2+1 3 1+03+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+03+1 1+02+1 3 2 1+02+1 1+02+1 3 1+C3+1 3 2 1+C2+1 2 1+C3+1 1+C2+1 3 1+C2+1 3 2 1+C2+1 2 1+C3+1 1+C2+1 3 2 1+02+1 3 1+02+1 3 1+C3+1 3 1+02+1 3 1+02+1 3 1+03+1 3 1+02+1 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+02+1 3 1+C3+1 3 1+03+1 3 1+C2+1 3 1+C3+1 3 1+03+1 3 1+C2+1 3 1+C3+1 3 1+03+1 4 1+02+1 3 1+03+1 3 1+03+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+03+1 3 1+C4+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02+1 3 1+C2+1 2 2+02+2 2 1+02+1 3 1+02+1 2 2+C2+2 2 1+02+1 3 1+02+1 3 2+03+2 3 1+C2+1 3 1+C2+1 3 2+03+2 3 1+03+1 3 1+02+1 3 2+03+2 3 1+C3+1 3 1+02+1 3 2+03+2 3 1+03+1 4 1+C2+1 3 2+03+2 3 1+C3+1 4 1+02+1 3 2+03+2 3 1+03+1 4 1+03+1 3 2+04+2 4 1+C3+1 4 1+C3+1 3 2+04+2 4 1+C3+1 4 1+03+1 3 2+04+2 4 1+03+1 4 1+03+1 3 2+C4+2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.400 60.000 63.000 2+02+2 3 1+C2+1 2 2+C2+2 3 2+02+2 3 1+02+1 2 2+C2+2 3 2+C2+2 2+03+2 4 4 1+C2+1 1+02+1 3 2+C3+2 3 3 2+C3+2 3 2+02+2 2+C3+2 4 1+02+1 3 4 1+C2+1 3 2+C3+2 2+03+2 3 3 2+03+2 4 1+C2+1 3 2+03+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+03+2 4 1+C3+1 3 2+0.4+2 4 2+03+2 4 1+03+1 3 2+C4+2 4 1+C3+1 2+02+2 2+03+2 4 3 4 1+C3+1 2+02+2 2+C2+2 3 2+03+2 4 2+02+2 2+03+2 4 2+C3+2 2+C4+2 4 2 #7+02+2 3 3 2+C3+2 4 ZZ+C� 3 3 2+04+2 4 2+03+2 2+C2+2 2+03+2 4 1+C3+1 3 2+C2+2 3 2 4 2+C2+2 3 2+04+2 2+02+2 2+03+2 4 3 4 2+03+2 4 2+C2+2 3 2+03+2 4 2+03+2 4 2+03+2 3 2+04+2 4 2+03+2 4 1+C3+1 3 2+04+2 4 2+03+2 5 2+03+2 3 2+C4+2 4 2+03+2 4 1+03+1 3 2+04+2 4 2+04+2 5 2+03+2 4 2+04+2 Rersdlipc Oft Rema J.J. 10/17/11 E NO CHANGE THIS SHEET aen4130 Robb= JJ2 D ADDED tG CAP TO BE TEMPERED ( +30}7 NOTE ABX Dew FJC 4116/07 C CHG.TAELEI/TOB,4SELECT VALUES DUE TOANCHOR CAP. ADJ Dakm MOM FJG 2/78/08 JJ. Mfg 8/23/09 1070 TECHNOLOGY DRIVE NORMS, FL 39278 P.O. BOX 1828 NOKOMIS. FL 34274 6 NOTES: le -ANCHOR TYPES: 1 -1/4" ELCO TAPC 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) 2_,j SS. YP S A F/1a" i Anel - (1/8" A..090,1/8" Agy B. 5/16" LAMI - (1/8" A,.090, S) C. 6/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3116° A,.090, 3/16" A) E. 7116" LAMI - (3/18° A,.090, 3/16° HS) F. 7/16" LAMI - (3/16" HS,.090, 3/18" HS) G.13/16° LAM/ 10 -1/8" OR 3/18" A (MIN.), 6/18" OR 3/8° SPACE, 6/16" LAMI - (1/B" A,.090, 1/8" A) H. 13/16" LAMI 10 - 1/8" OR 3/16" A (MIN.), 6/16" OR 3/8" SPACE, 6/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16" LAMI 10 - 1/8" OR 3/16" A (MIN.), 5/16° OR 3/8° SPACE, 6/16" LAMI - (1/8" HS,.080,1/8' HS) J. 13/18° LAMI 10 -1/8" OR 3/16° A (MIN.), 3/16" OR 1/4" SPACE, 7/16° LAMI - (3/16" A,.090, 3/16" A) K. 13/16° LAM/ IG - 1/8" OR 3/16° A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI 10 - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16° LAMI - (3/16"1-18,.080, 3/16" HS) 0 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 REMAIN UNCHANGED. 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. 183/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX 0.C. TABLE KEY: O X I2+03+2 1 3 -.-ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) r•I-18 3/4" MAX. 1 I__ -►I IL-3" MIN. 9" REF. 1 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS 183/4" MAX. 1/2° TYP If3"MIN. I PRODUCT REVISED as omnpiying with the 0todda Building Codo Acceptance No Miami Dade `‘‘� ONV �� vtCEN4c •.. p i * 88705 * a STA�--. %O' LES 7. -0 a."nma• P T ANCHORAGE SPACING, OX AND XO WINDOWS %�'��.5 •.,�2oRIDP.• G�� - ALUM HORIZONTAL ROLLER WINDOW, IMPACT '',;?/ON AL ,t -t%`\ V ib Barer NTS 10 d 11 4127-10 E a �Yn¢�i LAR P.E BesrB/od,e HR710 Bab eh.* Orkstas lac P.E.O 38705 MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 CON 1 3/4" MIN. E.D. TYP. WOOD BUCK, NOTE 3 ' ••:: NOTE 1 CHOR, NOTE 1 DETAIL A TYPICAL. FLA 1/4" MAX. SHIM WOOD ANCHOR, NOTE 2 DETAIL B FRAME HEAD SECTIONS 1 318" MIN. 1 /4 MAX. —� SHIM .. WOOD ANCHOR, — NOTE 2 g 13/8" MIN. 1/4" MAX. SHIM CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, NOTE 3 1x WOOD DETAIL E TYPICAL FLANGE FRAME JA CONCRETE ANCHOR, NOTE 1 MIN. 3 CONC- E b MAX. SHIM 1 V4" MIN. (1.8 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) II __J_ I�IIIrI� �I' " 1 TYP" EAD EXTERIOR INTERIOR H) j . MIN. E.D (H & SILL DETAILS A, B, C, D, O I ERIOR (JAMB DETAILS E, F & I) EXTERIOR NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 13/4° 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 (G5) OR 1/4" SS4 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 WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1I2 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. cK, NOTE 3 DETAIL C Rood* Dew 1047/11 _• •NOTE 1 3/4" MIN. TYP. 1/4" MAX. SHIM DETAIL C 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, NOTE 2 TYP L FLANGE FRAME SILL SECTIONS DETAIL H (HEAD) NAIUNG .131 DIA. MIN. x 2112" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS 0, H & I. DETAIL G (SILL) DETAIL 1 (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS PRODUCPRBVISED as complying with tho Florida Building Cat Acceptance No 14. 04 - on PIM 0-21 Zolfr Eli OIL Product Centro RatVmr E Rassex .LR. FJC aa�ex FJC eft 610/11 wtr 4/16/07 Den J/28108 D Rab Ra: c NO CHANGE MIS SHEET NO CHANGE THIS SHEET NNW CiADfiffaTOFBCn life4ENl'E OAP J.J. SGIVOS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 30275 P.O. BQX 16 NOKOMIS, FL 34274 Pic," Vvtbly Bene• ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW IMPACT tw7io HaN 11 a 11 4127-10 E �� .. aGENSF' .. ( '' ` * No. 58705 •' *' •STA *(p !/7-1,-- -;:.9,.... iq ;r:ORIO,. G\?` ,s r1 ''77S �ONA1.� lE AyA. A. LYNN MI� P.E. P.ES58705 From: Jim Murray jim@mandawindows.com Subject: Richard Nicholls - 139 NE 96 Street- Ygrene Funding Date: March 25, 2014 at 12:38 PM To: Jonathan Pipping jonathan@mandawindows.com Approval Notice Jim Murray Window Specialist M&A Windows, Inc. 12078 Miramar Parkway Miramar, FL 33025 954.687.4994 Cell 954.239.9684 eFax From: Jessica Hernandez [mailto:jessica.hernandez@ygrene.us] Sent: Tuesday, March 25, 2014 12:01 PM To: jim@mandawindows.com; rnicholls4@yahoo.com Subject: 139 NE 96 Street- Ygrene Funding Dear Mr. Nicholls, We are pleased to inform you that your Finance Agreement has been signed and recorded by the county. You and your contractor can now proceed with your proposed project. When the project is complete, please request, or have your contractor request, a final inspection from your city's building inspector and have your contractor provide you with a release of lien. Once you have received the final inspection your contractor must submit a request for funding disbursement. If funds are to be distributed directly to your contractor you must sign an authorization document which your contractor will present to you. Upon final payment you will also be provided with a Closing Statement and all necessary supporting documentation. Please keep in mind that you must continue to meet the program's underwriting requirements for the duration of your project in order for it to be funded upon completion. Any missed loan payments, late tax payments, bankruptcy filings, or increased debt on the property may prevent us from funding your project. Thank you for taking this step to improve your property in the Green Corridor. Regards, Jessica Hernandez Residential Sales Representative Ygrene Energy Fund Florida, LLC 0: 305-569-0015 F: 305-569-0014 C. JCJJIl.0.11C1 1101 IUCLlwysl CI 3390 Mary Street Suite 124 Miami, FL 33133 www.ygrene.us (grene Florida Building Code Online Florida Departme of Business Florida Department of BCIS Home Log In User Registration Business & Professional Regulation Office of the Product Approval USER: Public User Hot Topics file:///Users/mawindowsj/Desktop/NOA's/Thermatru Door.html Submit Surcharee myFlorida Logo - Town Graphic T1RPR Stats Publications Facts Ahnnt TIRPR C'nntart FBC BCIS Staff Site Links, Search Map Product Approval Menu > Product or ABB.. --ion List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email FL10537-R1 Revision 2010 Approved Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com Rick Wright rickw@rwbIdgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Horida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Ev • ua y : : • ' - gtstered Architect or a Licensed Horida Professional Engineer J Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2015 Ryan J. King, P.E. ✓ Validation Checklist - Hardcopy Received FL10537 RI COI Certificate of Independence.pdf 1 of 4 4/3/14, 8:44 AM Florida Building Code Online file:///Users/mawindowsj/Desktop/NOA's/Thermatru Door.html Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL10537 RI Equiv of STANDARDS.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 02/28/2012 02/29/2012 03/07/2012 04/03/2012 2 of 4 4/3/14, 8:44 AM FL # Model, Number or Name Description 10537.1 a. "FiberClass' , "SmoothStar", 6'8 "Impact" Opaque Fiberglass Single Door - (X) Inswing or Outswing Configuration "ClassicCraft" ori Rustic" Limits of Use Approved for use in HV : Yes •._ ..1 . • on I tructions FL10537 RI II Inst 10537.1.ndf -----• '. Approved for •ii, HVH" Impact R t� Design Pressure. • Other: See INST 10537.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. .",-"'- :. . , . • , . 409 Created by Independent Tbird Party: Yes Evaluation Reports FL10537 R1 AE EVAL 10537.1.pdf Created by Independent Third Party: Yes 10537.2 b. "FiberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 68 "Impact" Opaque Fiberglass Single Door with Sidelite - (OX or XO) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.2 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) Installation Instructions FL10537 R1 II Inst 10537.2.pdf . Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 R1 AE EVAL 10537.2.pdf Created by Independent Third Party: Yes I 2 of 4 4/3/14, 8:44 AM Florida Building Code Online file:///Users/mawindowsj/Desktop/NOA's/Thermatru Door.html 105373 c. "FiberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 68 "Impact" Opaque Fiberglass Single Door with Sidelites - (OXO) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 105373 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) Installation Instructions FL10537 RI II Inst 10537.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537_R1 AE EVAL 10537.3.pdf Created by Independent Third Party: Yes 10537.4 d. "FiberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 6'8 "Impact" Opaque Fiberglass Double Door - (XX) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. Installation Instructions FL10537 RI II Inst 10537.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 R1 AE EVAL 10537.4.pdf Created by Independent Third Party: Yes 10537.5 e. "FiberClassic", "SmoothStar", "ClassicCraft" or "ClassicCraft Rustic" 68 "Impact" Opaque Fiberglass Double Door with Sidelites-(OXXO) Inswing or Outswing Configuration Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10537.5 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) Installation Instructions FL10537 RI II Inst 10537.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL10537 RI AE EVAL 10537.5.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 8501187-1824 The State of Florida is an AA/EEO employer. 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Product Approval Accepts: ,ti 1 1 < f 3 of 4 4/3/14, 8:44 AM Florida Building Code Online file:///Users/mawindowsj/Desktop/NOA's/Thermatru Door.html 4 of 4 4/3/14, 8:44 AM THERMAIHRU® THERMA TRU DOORS 1 1 El INDUSTRIAL DR., EDmERTDN. OH 4351 7 SMOOTH STAR, FIBER CLASSIC CLASSIC CRAFT & CLASSIC CRAFT RUSTIC FIBERGLASS DOOR INSWING / OUTSWING "IMPACT" GENERAL NOTES I. This product has been evaluat requirements including 1 2010 Florida Building Code (FBC) structural 2. Product anchors shall be as i ed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When thiseducL�omplles with section 1626 of the Florida Building Code a quire an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level 'D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using threshold item #4 meet water Infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the'HVHZ" and shall be installed only In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is Tess than 45 degrees. TABLE OF COMM SHEEi# DESCRIPTION I Typical elevatfons, design pressures & general notes 2 Door panel details (Smooth Star) 3 Door panel details (Classic Craft) 4 Door panel details (Classic Craft Rustic) 5 Door panel details (Fiber Classic) 6 Horizontal cross sections 7 Vertical cross sections 8 Buck and frame anchoring - 2X buck masonry construction 9 Frame anchoring - IX buck masonry construction 10 BIl of materials & components 37.75' MAX. OVERALL FRAME WIDTH 35.93' MAX. r— PANE. WIDTH 0 d O g D !—Th 0 D 0R.WPE SWING 3 ERALLDESIG FI AME P Sof E (P _ = MEN 1 �k G 1IV SMOOTH S...___... INSWING 37.75' x 82.25" +75.0_ -75.0 OUJSWING 37.75" x 80.75" -SO.p -80. CLASSIC CRAFT INSWING 37.75' x 82.25" +100.0 -100.0 OUTSWING 37.75" x 80.75" +100.0 -100.0 CLASSIC CRAFT RUSTIC INSWING 37.75" x 82.25" +90.0 -90.0 OUTSWING 37.75" x 80.75" +90.0 -90.0 FiBER CLASSIC INSWING 37.75" x 82.25" +75.0 -75.0 OUTSWING 37.75" x 80.75" +80.0 -80.0 ;‘•:- ,.. " Dux: 2/24/09 SCALE. N.T.S DWG. er: AL cxx. er, LFS DRAWINS NA: FL -10537.1 MET 1 OF IP_ i m J z 0 2 5 m 0 a v D DETAILA-A - ODOOR PANEL Smooth star 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 000000./ 00000po0 0000000 00000000, 0000000 00000000,, 6 1 DETAIL A -A Panel reinforcement 00 4.110,41. 28.86% OPEN • AREA MAX. EXTERIOR INTERIOR 0 0 0 ()HORIZONTAL CROSS SECTION 153° -►{ VA E' --f TOP 1.18° C) HINGE VILE 0 410" OLOCKSDLE b153° I 1. J OBOTTOM RAIL 0 EXTERIOR INTERIOR CD Om. C)VERTICAL CROSS SECTION IZ N N 2 WE 2/24/09 SCALE N.T.S. AL DWG. Err: coot ar, LFS DRAMS NO.: FL -10537.1 swEr oF_i_O DETAIL A -A ODOOR PANEL Classic craft 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 000000 00000 30 0000000 00000000 0000000 00000000 DETAIL A -A Panel reinforcement TYP. 4 CORNERS OF PANEL 00 �Oq 28.86% OPEN AREA MAX. 0.34" EXTERIOR INTERIOR 0 HORIZONTAL CROSS SECTION 3 rurii 0 TOP RAIL OHINGE STILE ()LOUVRE r-1.49.1 I SS BOTTOM RAIL EXTERIOR INTERIOR °VERTICAL CROSS SECTION o �Q I xl N R cc %ao O Z wre 2/24/09 SCALE N.T.S. DWG. BR AL aux. rn: LFS DRAWING NO., FL -10537.1 3 OF 10 DETAIL A -A 3R DOOR PANEL Classic croft rustic 00 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000000 000000 0000O 00000 0000 0 000000 0000000 DETAIL A -A Panel reinforcement TYP. 4 CORNERS OF PANEL 00 D C ,` r• 4 28.86% OPEN AREA MAX. EXTERIOR INTERIOR CDHORIZONTAL CROSS SECTION / I a J OBOTTOM RAIL 4 r 4.05° 17 1 111111111 33 LOCK b HINGE STILE r-1.43" ►{ TOP RAIL Ih EXTERIOR INTERIOR C)VERTICAL CROSS SECTION z ce N z OM: 2/24/09 s=Nz. N.T.S. oawo. en AL ow. en LES IMMO NO4 FL -10537.1 sum 4 OF 10 U rc a 0 T 5 a e LID DETAIL A -A ODOOR PANEL Fiber dasstc 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000000 0000000 00000 0. 0000 o. 00000 04 0000000 00000000 0000000 00000000 DETAIL A -A Panel reinforcement EXTERIOR INTERIOR OHORIZONTAL CROSS SECTION 5 rTh RAI roe 28.86% OPEN • AREA MAX. C) HINGE SALE 4.10" OLoci STILE OBOTTOM RAIL, EXTERIOR INTERIOR VERTICAL CROSS SECTION 5 di J° f E / p 011Az nici•J g $ -5 2 0 0 z me 2/24/09 SCPW M.T.S. MO. BY: AL cwc. Em LFS MONO 1,10. FL -10537.1 z a e z 0 a 0 0 N 0 0 A u 1 0 0 0 © AMa0 vv vv O6 HORIZONTAL CROSS SECTION Outswlnp shown- inswing also apoved INTERIOR EXTERIOR RIOR EXTERIOR 00 0,0 00 1 P ° UU////ate ° 1-1/4° MIN. EMB. ('IYP.) 0 °HORIZONTAL CROSS SECTION Shown w/lx sub -buck INTERIOR EXTERIOR 1 0.15” CSIN .J C 1 > ,e 00 00 O 0 C)HORIZONTAL CROSS SECTION Outs Ing shown - inswing also approved 1-1/4° MIN. EMB. (TYP.) N o Z mr 2/24/09 SCALE: N.T.S. DWG. BY: AL CHK. BY: LFS DRAWING NO.: FL -10537.1 sum 6 of 10 EXTERIOR INTERIOR °VERTICAL CROSS SECTION Outswing shown - Inswing also approved EXTERIOR INTERIOR INTERIOR EXTERIOR EXTERIOR INTERIOR °VERTICAL CROSS SECTION Inswing configuration see general notes, sheet 1 for "HVHZ" water Infiltration requirements CROSS SECTION ()VERTICAL Inswing configuration see general notes, sheet 1 for `HVHZ" water infiltration requirements VERTICAL CROSS SECTION Outswing configuration see general notes, sheet 1 for"HVHr water tntiltratlon requirements °VERTICAL CROSS SECTION Outswtng configuration see general notes, sheet 1 for "HVHr water InPotration requirements 0 Z .qsF VW z 0 rn �O Z DAZE: 2/24/09 so4Le N.T.S. DWG. et AL CHIC ae LFS DRAWING NOS FL -10537.1 SHEEP' 7 oF,tO r c 1 LL MASONRY MASONRY OPENING I I OPENING BUCK ANCHORING DP <= 80 psf BUCK ANCHORING HINGE JAMB 804 DP <= 100 psf CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar oints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: ':ANCHOR ANCHOR MINIMUM MINIMUM: C4.EARANCE MINIMUM CLEARANCE TO . TYNE SIZE E... ... fy . ... fill MASA. EL1GE , ALI ..... NT.4NCROR. TW:::.'.:; :: 1/4' 1-1/4" 2.1/2" 3" LCO} Ti)4"1.1/4" 1" 4" FRAME ANCHORING Masonry 2X buck construction HINGE DETAIL STRIKE JAMB LATCH 6 DEADBOLTDETAIL 0 a Z 0 L/7 rere N eg 0 "z wee 2/24/09 saldE, N.T.S. OWG. WO AL CM BY: LFS OWING tie FL -10537.1 SMELT 8 OF 10 0 0 HINGE JAMB FRAME ANCHORING Masonry 1X buck construction CONCRETE ANCHOR NOTES: i, Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2 Concrete screw locations at the comers may be adjusted to maintain the minimum edge dlstance to mortar joints. If concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: ,:::ANCHOR iYP! ANCHOR SIZE MINIMUM EMBEDMENT , MINIMUM CLEARANCE . ... TO MASONRY EDGE MINIMUM CLEARANCE TO . ..... ADJ ICENTANCHOH .' 1/4" 1-1/4" 2.1/2" 3' 'd[ ELG.0::/. `,'? 1/4" 1-1/4" 1" 4" STRIKE JAMB lA'ICH a DEADBOLT DETAIL HINGE DETAIL 2 n N 0 0 Z von: 2/24/09 N.T.S. owo. on AL CO( en LFS ORWwo NO.: FL -10537.1 SHEET 9 OF 10 u z 1 0 0 0 z u m 0 0 0 0 0 8 - 5 88 a ca Documents Pmpored RuriT:10-DIJ 0. ING CONSwl.TANTS. INC. 95 335 B 230 frIo FL VI/ Phone No.: 813.859.9197 Florida Board of Professional Engineers Certificate Of PathoristIon No. 9813 Lyndon F. hmldt. P.E. No. 43408 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG k 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - B 2X BUCK SG k 0.55 WOOD 31 DOOR SKIN 0.095" THK. (CC RUSTIC) Fy = 6,000111MIN. FIBERGLASS C MAX. 1/4" SHIM SPACE - 32 TOP RAIL (CLASSIC CRAFT RUSTIC) WOOD D 1/4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL 33 LOCK & HINGE STILE (CLASSIC CRAFT RUSTIC) WOOD/LVL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 34 BOTTOM RAIL (CLASSIC CRAFT RUSTIC) COMP. 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 35 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT RUSTIC) STEEL G 3/16" X 3-1/4" ITW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE H 1/4" X 3-1/4* TPN CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - J 1/4" X 3-3/4" ELCO OR TW CONCRETE SCREW STEEL 41 DOOR SKIN 0.065" THK. (SMOOTH STAR) Fy = 6,000 PSI MIN. FIBERGLASS L #10 X 2-1/2" PFH WOOD SCREW STEEL 42 TOP RAIL (SMOOTH STAR) COMP. 1 INSWING ADJUSTABLE THRESHOLD (15300AJ) ALUM./WOOD 43 LOCK STILE (SMOOTH STAR) WOOD/LVL 2 INSWING THRESHOLD (IS300HP5) ALUM./COMP. 44 HINGE STILE (SMOOTH STAR) WOOD 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M) ALUM./COMP. 45 BOTTOM RAIL (SMOOTH STAR) COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 46 PANEL REINFORCEMENT 0.023" THK. (SMOOTH STAR) STEEL LK z§ T 11 4 § m PART OR ASSEMBLY: BILL OF MATERIALS COMPONENTS 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 47 FOAM CORE POLYURETHANE 6 INSWING THRESHOLD ALUM./COMP. 50 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS _ 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.095" THK. (CLASSIC CRAFT) Fy = 6,000 PSI MIN. FIBERGLASS 8 JAMB (PINE) SG >= 0.55 WOOD 52 TOP RAIL (CLASSIC CRAFT) COMP. 9 JAMB (OAK) SG >= 0.55 WOOD 53 LOCK STILE (CLASSIC CRAFT) WOOD/LVL 10 WEATHERSTRIP FOAM 54 HINGE STILE (CLASSIC CRAFT) WOOD/LVL 11 HINGE STEEL 55 BOTTOM RAIL (CLASSIC CRAFT) COMP. 12 #10 X 3/4" PFH SCREW STEEL 56 PANEL REINFORCEMENT 0.023" THK. (CLASSIC CRAFT) STEEL 13 #9 X 3" PFH WOOD SCREW STEEL 57 FOAM CORE POLYURETHANE 14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 15 SECURITY STRIKE PLATE STEEL 61 DOOR SKIN 0.065' THK. (FIBER CLASSIC) Fy = 6,000 PSI MIN. FIBERGLASS 16 #8 X 2-1/2" PFH SCREW STEEL 62 TOP RAIL (FIBER CLASSIC) COMP. NOJ DATE I I BY REVISIONS 17 #8 X 3/4" PFH SCREW STEEL 63 LOCK STILE (FIBER CLASSIC) WOOD/LVL I UP DA1E TO 2010 FBC 18 KWIKSET PASSAGE LOCK - SIGNATURE SERIES STEEL 64 HINGE STILE (FIBER CLASSIC) WOOD 19 KWIKSET DEADBOLT - SIGNATURE SERIES (980) STEEL 65 BOTTOM RAIL (FIBER CLASSIC) COMP. 66 PANEL REINFORCEMENT 0.023" THK. (FIBER CLASSIC) STEEL 67 FOAM CORE POLYURETHANE I_ 517 ..... I_ 525" 4.57" kir---- E.. .... ..._.-----..... ........7, ,„..........._ _ _ T- T 1151. (--,--\ Lib ‘... N °THRESHOLD Inswing adjustable k‘s:_,' i inswing adjustable r.,. THRESHOLD(--; THRESHOLD \,:./ Inswing self-adjusl \.,:..) Outswlng coastal 5.83" — 1 F 5.75" 4.56` 1 2/24/09 - SCALD N.T.S. - Jr------ -----. DWO. BY: AL T. 6 THRESHOLD THRESHOLD HEAD 1 SIDE 7- CNC BY: LFS DRAVENO NO.: FL -10537.1 oiplk OulswIng standard Ntallr Jamb 0 imnsfeng. p ratIng = +1- 513.0 pst stores 10 oe 10 a ca