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WS-19-1154
m _^ ^ Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.: WS -05-19-1154 Permit Type: Windows/Shutters P'kissification: Window/Door Replacement Permit Status: Approved Issue Date: 06/20/2019 1 Expiration: 12/17/2019 Parcel Number 1335 NE 105TH ST, Miami Shores, FL 33138 1122320270070 Contacts CASA FAWAZ LLC Owner LOWE'S HOME CENTER INC Contractor 16748 NW 8 ST, Pembroke Pines, FL 33028 PETER ANTHONY CAFARO III Business: 4073702872 Description: REMOVE AND REPLACE 8 DOORS & 42 WINDOWS Valuation: $ 68,124.00 Requests: Inspection ection 762 49Re Re TO I M PACT Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $41.40 DBPR Fee $9.00 DCA Fee $6.00 Education Surcharge $13.80 Scanning Fee $12.00 Structural Review ($45) $45.00 Technology Fee $15.00 Windows/Shutters Fee $550.00 Total: $742.20 Building Department Copy Payments Date Paid Amt Paid Total Fees $742.20 Check # 15733 06/20/2019 $742.20 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws instruction and zonina. Futhermore. I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Contractor / Agent Date June 20, 2019 Page 2 of 2 L BUILDIN PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 '9!U ILDING ❑ ELECTRIC ❑ ROOFING c11PIVE: r Y � 1 Z�ii9 ]BY: —\, I 11XII , FBC 20" I Master Permit No. — s_ p� I — 1� Sub Permit No. — ❑ REVISION ❑ EXTENSION ❑RENEWAL f --]PLUMBING F-1 MECHANICAL PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP 2CO�NTRRAC{T�OR DRAWINGS JOB ADDRESS: J to S Kf w,g�l Cid Miami Shores County: Miami Dade Zip: Folio/Parcel#:� (- 22 32 �2� - pow Is the Building Historically Designated: Yes NO Occupancy Type: _ Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Nam Fee Simple Title Address: i � 3515' le;_"`— City: Tenant/Lessee Name: Email CONTRACTOR: Company Name: L_ Address: City:— Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: #'A.v4N2 State: ate: Phone#: Phone#: SJ✓k —! I F11 Certificate of Competency M Phone#: Address: City: State: An A per Value of Work for this Permit: $ fid✓, (2� ,Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ElRepair/Replace VEDescription of Work: ^E� Q-� Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ (Remsed02/24/2414) CCF $_ DBPR $ to ❑ Demolition _( 17 [�/ ( CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage lenders Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all a,)plicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF ( OMMENCEMENT 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 com nce ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued n the bsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. nature -- Signature Si r/ — -- g _/ — (SWNER or'AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrumentwasacknowledged before me this day of A , =known t5 day %o1f hos pPETe'Q �J� � -� wh is personally rodM m me or who has produced identification and who NOTARY P C: Si n: oath. 4. Cl;PLIVS c i Seal:arty CHARLES A. CRISCI /`j �� MY COMMISSION #GG317841 EXPIRES: MAR 31, 2023 0F1� Bonded through 1st State Insurance APPROVED BY i Rev,sed02 /24/ 2014) as me or who has produced identification and who did take an oath.fl 0 00NOTARY PU�!!C_.���r1 o v Sign:_ Print: Seal: "I Plans Examiner 4 Structural Review Zoning Clerk i P" 7EOS 711 CONTRACT # O 1 O 8 6 O O � 77 _o�-w - ` 1 - J � FLORIDA SERVICES SOLUTIONS INSTALLED -SALES CONTRACT NO. CITY STATE ZIP TELEPHONE D LOWE'S CONTRACTOR LICENSE NUMBER cnsrt CARD LCC CHARGE CGC1508417 This is only quote for the merchandise and services printed below. This becomes an agreement upon payment. Upon payment, the entire agreement, including the specifically completed pages of this M document, the Terms and Conditions included with this document and any other addenda and attachments hereto, shall be referred to herein as this 'Contract." PLEASE READ ALL TERMS AND CONDITIONS ON THE REVERSE SIDE OF THIS PAGE AND FOLLOWING PAGES BEFORE SIGNING. I INSTALLATION STREET ADDRESS / CIT3Jq k)� 57 ! (n u 1 STAT ,� - IP I `C� ++' J(� 3 Customer acknowledges receipt of a true copy of this contract which was completely filled in prior to Customer's execution hereof. You, the buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. See the aft d notice of cancellation i form for an explanation of this right. 1 clJ� `v _ ®2004 by Lowe's.® Lowe's and the gable design 55106 REV. 12/13 FILE COPY are registered trademarks of LF Corporation. v y r G (5 5 Ccl r an..+ti. out f NOTICE TO CUSTOMER — PRICE CALCULATIONS: In order tb properly per -N the Contract Price may incl de more Goods than actually will be installed based on the measured square footage of the Project Area. As a result, the parties agree that the lump -sum Price stated in this Contract is calculated upon both the value of estimated Goods required to fulfill the Contract (including waste), which may exceed the actual square footage of the Project Area, and the labor which may be estimated based on the amount of Goods required to fulfill the Contract (including waste). By signing this -Contract below, Customer acknowledges receipt f t notic a a rees an understands tha the Price includes these costs which may ` not be refunded+once the Installation .Services are performed. el NOTICE TO CUSTOMER: Federal law requires Lowe's to pro 'de you with the Renovate Right. By this Contract, Customer, pamphlet signing acknowledges Contract Total having received a'copy of this pamphlet before work began informing Customer the the lead hazard from to be *applicable taxes included III of potential risk of exposure renovation activity , performed in'Customer's dwelling unit. NOTE: If rotted wood is discovered during installation additional charges will apply. You will be given a quote and a change order must be completed and signed by the customer for any additional charges. Customer must initial. 'Any work or material not specified is not included In this contract. Any changes or additions,will be at an additional charge for the material and labor. NOTICE TO OWNER: - ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR -MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL J0 PAY FOR LABOR, MATERIALS, OR.OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROJECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOWIS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER.,' FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX; AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and independent contractors the right to take photographs of the Premises where Installation Services will be performed and all work performed at the Premises related to this Contract, and irrevocably grants to Lowe's all right, title and interest in and to the photographs for use in all markets and media, worldwide, in perpetuity. Customer authorizes Lowe's to copyright, use and publish the`' photographs in print and/or electronically, and agrees that Lowe's may use such photographs for any lawful purpose, including, but not limited to, marketing, advertising, publicity, illustration, training and Web content. By initialing here, Customer agrees to the foregoing. R [Customer to initial to the left]. Work is to commence`upon reasonable availability of Contractor and/or any special onielC��f bustomer made Good(s) which is anticipated to be ` � 1� Y [fill in date]. Estimated completion date is VV [fill in date]. Said estimated substantial completion date is not of the essence. A statement of any contingencies that would materially change said estimated substantial completion date is as follows: (if applicable, insert a statement of such contingencies). This Contract provides that all claims by Customer or Lowe's will be resolved by BINDING ARBITRATION. Customer and Lowe's GIVE UP THE RIGHT TO GO TO COURT to enforce this Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lowe's and Customer's rights will be determined by a NEUTRAL ARBITRATOR and NOT a judge or jury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND MORE LIMITED THAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMITED REVIEW BY A COURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS ACTION ADJUDICATION found in the Terms and Conditions of this Contract. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON ALL ` PAGES OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON ALL PAGES OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRAC AT THE TIME OF SIGNATUI.E. i SEALS) 6R8 Q_ 2ol 9 WITNESS OUR HANDS) A D BELOW THIS DAY OF Lowe's Home Cehte/s, LLC - Owner Lowe's Authorized Re 01psentative Co-owner or Witness' Customer acknowledges receipt of a true copy of this contract which was completely filled in prior to Customer's execution hereof. You, the buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. See the aft d notice of cancellation i form for an explanation of this right. 1 clJ� `v _ ®2004 by Lowe's.® Lowe's and the gable design 55106 REV. 12/13 FILE COPY are registered trademarks of LF Corporation. VM3CONTRACT # 01 ('&7 6 `S 0 YV, FLORIDA SERVICES SOLUTIONS INSTALLED SALES CONTRACT 1NTATIVE"� I I NUMBER: CUSTOMER i I STORE NO.S&](lS�RVI �RIESSSTREETADDRESS (\ jj�� �Y'Gu�, Li ti`s /Ata it i'�4 Vr-i VDI ` I twR 1�! PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and inclpendent c ntractors the right to take photographs of the Premises where Installation Services will be performed and all work performed at the Premises related to this Contract, and irrevocably grants to Lowe's all right, title and interest in and to the photographs for use in all markets and media, worldwide, in perpetuity. Customer authorizes Lowe's to copyright, use and publish the photographs in print and/or electronically, and agrees that Lowe's may use such photographs for any lawful purpose, including, but not limited to, marketing, advertising, publicity, illustration, training and Web content. By initialing here, Cu' to/riser., agrees`{to the foregoing. n [Customer to initial to the left]. NOTICE TO CUSTOMER: Federal law requires Lowe's to provide you with the CITY pamphlet Renovate Right. By signing this Contract, Customer acknowledges Contract Total having received a copy of this pamphlet before work began informing Customer of the potential risk of the lead hazard exposure from renovation activity to be `applicable taxes included ZIP 1 CITY STATE ZIP NOTE: If rotted wood is discovered during installatioWadditional charges will, apply. You will be given a quote and a change order ( STATE 0. NOTICE TO OWNER: - ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW(SECTIONS 713.001.713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, Ok MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR { TELEPHONE stt717 CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A TELEPHONE FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. WAIVER OF LIEN and ONE YEAR WARRANTY (TO BE SIGNED BY INSTALLER) I, the undersigned Installer/Independent Contractor, having been employed by the Customer who signed the Certificate of Completion below do hereby certify that the work for this project Oronivqu/ote CGC50840NTRACTORLICENSE NUMBER furnished, and further certify that all work performed and materials furnished, if any, by any other party or parties upon the order of the undersigned, have been fully paid for. Further, I the CASH claiming the right to file such a lien through work related to the Customer's Contract with Lowe's. In addition to any warranties provided by law or specified elsewhere, including the Customer's LCThis workmanship shall be discovered in the work furnished or material used during the course of the work or within one year from the date of the Certificate of Completion, the undersigned agrees to replace or correct such defective work or material, free from all expense to Lowe's and the Customer in a manner satisfactory to the Customer. I further represent that I have given Customer the option of retaining some or all of the surplus materials or having some or all of such surplus materials removed from the Customer's premises. If applicable to the performance of the work required for this project, I, the undersigned Installer/Independent Contractor, do hereby certify that I have complied with all requirements of the Lead Renovation, Repair, and Painting Program Rule ("LRRPP Rule"), 40 C.F.R. sec. 745.80 et seq., or any applicable state laws or program regulating lead-based paint safe work practices, including compliance with all information distribution, notice requirements and work practice standards in performing the work required for this project. I certify that I have provided the Customer with all documentation required to be supplied under the LRRPP Rule or state program, shall retain all records required by law, and have attached to this document copies of all of the records -required to be retained by the LRRPP Rule or applicable state program. Signed and delivered this day of ithe merchandise and services printed below. This becomes an agreement upon payment. Upon payment, the entire agreement, including the specifically completed pages of this 1 document, the Terms and Conditions included with this document and any other addenda and attachments hereto, shall be referred to herein as this "Contract." PLEASE READ ALL TERMS AND CONDITIONS ON THE REVERSE SIDE OF THIS PAGE AND FOLLOWING PAGES BEFORE SIGNING. 1. I, the Customer, certify that the Installers/Independent Contractors or their sub -contractors, have furnished all Goods and/or services, that installation, repairs and alterations or improvements INSTALLATION STREET ADDRESS � � � � � � � %��r l � / STATE() ZIP�� I accepted all surplus materials I wanted. 4' ( AY1: M r . A (\ jj�� �Y'Gu�, Li ti`s /Ata it i'�4 Vr-i VDI ` I twR 1�! PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and inclpendent c ntractors the right to take photographs of the Premises where Installation Services will be performed and all work performed at the Premises related to this Contract, and irrevocably grants to Lowe's all right, title and interest in and to the photographs for use in all markets and media, worldwide, in perpetuity. Customer authorizes Lowe's to copyright, use and publish the photographs in print and/or electronically, and agrees that Lowe's may use such photographs for any lawful purpose, including, but not limited to, marketing, advertising, publicity, illustration, training and Web content. By initialing here, Cu' to/riser., agrees`{to the foregoing. n [Customer to initial to the left]. NOTICE TO CUSTOMER: Federal law requires Lowe's to provide you with the pamphlet Renovate Right. By signing this Contract, Customer acknowledges Contract Total having received a copy of this pamphlet before work began informing Customer of the potential risk of the lead hazard exposure from renovation activity to be `applicable taxes included f performed in Customer's dwelling unit. NOTE: If rotted wood is discovered during installatioWadditional charges will, apply. You will be given a quote and a change order must be completed and signed by the customer for any additional charges. Customer must initial. *Any work or material not specified is not included In this contract. Any changes or additions will be at an additional charge for the material and labor. NOTICE TO OWNER: - ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW(SECTIONS 713.001.713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, Ok MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. WAIVER OF LIEN and ONE YEAR WARRANTY (TO BE SIGNED BY INSTALLER) I, the undersigned Installer/Independent Contractor, having been employed by the Customer who signed the Certificate of Completion below do hereby certify that the work for this project will be or has been completed in a workmanlike manner and to the Customer's satisfaction. In consideration of the receipt of one dollar and other good and valuable consideration, and to the extent permitted by applicable law, I hereby waive and relinquish all liens and all rights and claims of liens which I, the undersigned, now have or may hereafter have for labor or materials furnished, and further certify that all work performed and materials furnished, if any, by any other party or parties upon the order of the undersigned, have been fully paid for. Further, I the undersigned, agree to cause the prompt release of any mechanic's lien(s) which may be filed against the Customer's premises by any subcontractor, laborer, mechanic or material supplier claiming the right to file such a lien through work related to the Customer's Contract with Lowe's. In addition to any warranties provided by law or specified elsewhere, including the Customer's Contract with Lowe's, the undersigned, further warrants that all work furnished for this project shall be free from defects either in material or workmanship. If any defects in material or workmanship shall be discovered in the work furnished or material used during the course of the work or within one year from the date of the Certificate of Completion, the undersigned agrees to replace or correct such defective work or material, free from all expense to Lowe's and the Customer in a manner satisfactory to the Customer. I further represent that I have given Customer the option of retaining some or all of the surplus materials or having some or all of such surplus materials removed from the Customer's premises. If applicable to the performance of the work required for this project, I, the undersigned Installer/Independent Contractor, do hereby certify that I have complied with all requirements of the Lead Renovation, Repair, and Painting Program Rule ("LRRPP Rule"), 40 C.F.R. sec. 745.80 et seq., or any applicable state laws or program regulating lead-based paint safe work practices, including compliance with all information distribution, notice requirements and work practice standards in performing the work required for this project. I certify that I have provided the Customer with all documentation required to be supplied under the LRRPP Rule or state program, shall retain all records required by law, and have attached to this document copies of all of the records -required to be retained by the LRRPP Rule or applicable state program. Signed and delivered this day of (seal) Installer Print Name CERTIFICATE OF COMPLETION 1. I, the Customer, certify that the Installers/Independent Contractors or their sub -contractors, have furnished all Goods and/or services, that installation, repairs and alterations or improvements ("the installation services') have been completed as set forth in my/our contract with Lowe's, and that I have been offered the opportunity to request that Lowe's allow me to retain some or all of any unused, receipted surplus materials rather than have such surplus materials remain the property of Lowe's. 2. Buyer's initials (Buyer INITIAL ONE only) There were no such surplus materials. I accepted all surplus materials I wanted. I declined to receive any surplus materials. Date: Owner's Signature Owner's Printed Name V .. \ © 2004 by Lowe's.® Lowe's and the gable design 55106 REV. 12/13 INSTALLER COPY are registered trademarks of LF Corporation. I TERMS AND CONDITIONS 1. "LOWE'S" DEFINED. Within this Contract (as defined on the front page of the Contract), the term "Lowe's" shall refer to Lowe's Home Centers, LLC, a North Carolina limited liability company. 2. GENERAL DESCRIPTION. By executing this Contract, Customer and Lowe's agree that 1) Lowe's shall provide Customer the goods and/or materials (the "Goods"), 2) Lowe's shall procure on Customer's behalf, the services to install the Goods (the "Installation Services") in or on the premises identified on the face of this Contract (the "Premises") and 3) Customer shall pay Lowe's the lump -sum Contract Total stated on the face of this Contract (the "Price") and according to the provisions of the "Contract Documents". The Installation Services shall be performed in the specific rooms or areas of the Premises identified on the face of this Contract ("Project Area"). The "Contract Documents" shall consist of (1) the face of this Contract, (2) these Terms and Conditions, (3) the applicable portions(s) of Lowe's receipt and (4) any attached sketches, materials lists, floor plans, and/or specification sheets and other addenda or attachments hereto. The Contract Documents do not include any correspondence, advertisements, estimates or other documents that are not attached. 3. INSTALLATION SERVICES. Customer authorizes Lowe's on Customer's behalf to (a) arrange for the Installation Services to be performed by an independent contractor (the "Installer") (licensed when legally required), (b) issue a work order to the Installer to perform the Installation Services, (c) have the Installer's work inspected, should Lowe's in its discretion choose to do so (it being agreed that Lowe's has no obligation to do so), and (d) pay the Installer after completion of the work and after receipt of a certificate, signed and dated by Customer, that the work has been satisfactorily completed (the "Certificate of Completion"). Customer understands that Lowe's will rely upon the Certificate of Completion in paying the Installer for the Installation Services. Customer agrees that the Installation Services do not include architectural/engineering services or structural changes to the Premises or any other services beyond the ordinary and routine installation of the Goods as specifically provided in this Contract. Customer is responsible, at Customer's cost, for providing any necessary architectural/engineering services or structural changes to the Premises or any other services not specifically identified in this Contract. 4. GOODS. Lowe's will arrange for delivery of the Goods to the Premises. Customer agrees that title to goods does not pass to Customer until installed in Customer's home, building, or on Customer's property. Customer agrees Contract is being offered for the total Price (per below). Customer further agrees any surplus materials upon completion of the Installation Services are not the property of customer and, if instructed by Lowe's, such surplus materials shall be returned to Lowe's by the Installer. Upon request from Customer at the time of job completion, Lowe's, in its discretion, will allow all or part of unused, receipted surplus materials to be retained by the Customer. 5. PRICE. The Price covers the Goods, Installation Services, and applicable taxes. The Price assumes sound existing substructures, superstructure and points of attachments. The Price shall be increased by the cost and reasonable profit to Lowe's of having to provide additional Goods and/or Installation Services as a result of defective substructures, superstructures, or points of attachments or the existence of any other Undisclosed Condition (per below). In the event of an Undisclosed Condition or the foregoing, Customer will execute a change order or a new replacement contract upon Lowe's request. 6. PAYMENT. Payment of the Price by Customer to Lowe's is due in full upon execution of this Contract. Payment for any change order or new replacement contract is due at the time of that change order or replacement contract. Lowe's will send to Customer by U.S. Mail a receipt evidencing Customer's purchase after payment is processed. 7. LICENSES, PERMITS, SAFETY RULES, BUILDING CODES, ZONING ORDINANCES, AND OTHER LAWS. The Installer shall be solely responsible to Customer for obtaining any and all licenses, registrations, certifications, and permits which are legally required to perform the Installation Services. The Installer shall also be solely responsible to Customer for the Installation Services being performed in compliance with all applicable safety rules and all existing building codes, zoning ordinances and other laws. Neither the Installer nor Lowe's shall be responsible for any pre-existing violations of safety rules, building codes, zoning ordinances or other laws and shall not be required to address or correct same. If prior to the completion of work a change occurs to any applicable safety rule, building code, zoning ordinance or other law which requires additional Goods and/or Installation Services to perform this Contract, Customer agrees to pay Lowe's the cost and reasonable profit for such additional Goods and Installation Services and to execute a resulting change order or new replacement contract as requested by Lowe's. No additional work will be performed under this Contract due to any change to any applicable safety rule, building code, zoning ordinance or other law that occurs after the completion of work. 8. CUSTOMER'S WARRANTY AGAINST VIOLATIONS OF EASEMENTS, COVENANTS, AND THIRD PARTY RIGHTS. Customer warrants that performance of the Installation Services will not violate any existing real property easements, covenants, homeowners' association rules or rights of third parties holding an interest in the real property being improved. 9. UNDISCLOSED CONDITIONS IN PREMISES. If any defect, weakness or dangerous condition including, but in no way limited to, mold, mildew, rot, asbestos or infestation ("Undisclosed Condition") is discovered or identified in the Premises' structure, substructure, superstructure or points of attachment at any time prior to commencement or completion of the Installation Services, Customer must remedy the Undisclosed Condition at Customer's sole cost and expense and to Lowe's sole satisfaction. If Customer refuses to permit inspection of the Premises as set forth below, Lowe's may terminate or rescind this Contract without remedy or recourse by, or further obligation to, Customer, except as expressly provided below. If Customer and Lowe's disagree as to whether an Undisclosed Condition exists, Lowe's may in its sole discretion obtain the services of an inspector to inspect the Premises at Lowe's sole cost and expense, and if Lowe's chooses to do so, such inspector's report shall be final and conclusive as to whether an Undisclosed Condition exists. In the event of any Undisclosed Condition that Customer does not remedy to Lowe's sole satisfaction, or any failure by Customer to perform any other obligation of Customer under this Contract, then at Lowe's option (i) Lowe's may rescind this Contract and return the Price to Customer without further cost or obligation by either Customer or Lowe's if Lowe's notifies Customer of its election to rescind this Contract prior to the earlier of delivery of the Goods and the Installer beginning performance of the Installation Services, or (ii) Lowe's may terminate this Contract without remedy or recourse by, or further obligation to Customer, except as expressly provided below if Lowe's notifies Customer of its election to terminate this Contract after the earlier of delivery of the Goods and the Installer beginning performance of the Installation Services. In the event that Lowe's terminates this Contract as provided in this Section, then Customer may return the Goods (other than Goods that have been "custommade") in their original, unopened condition, to Lowe's for a refund or credit. Any such return must be made within thirty (30) days after Lowe's terminates this Contract. Customer will be charged a 15% restocking fee on any such returns. Goods not in their original, unopened condition, and custom-made goods, may not be returned. "Custom-made" goods include goods that have been uniquely altered, color -matched, shaped, sized, cut or otherwise designed or fitted to accommodate the requirements of a particular space or environment. Examples of custom-made goods include, but are not limited to, cabinets, countertops, floor and wall coverings, and window treatments. If Lowe's terminates this Contract as provided herein, Lowe's shall have no obligation to refund any portion of the Price (except as expressly provided herein) and shall have no obligation to restore the Premises to their original condition. Notwithstanding the foregoing, and alternative to rescinding or terminating this Contract as described above, upon discovery or identification of any Undisclosed Condition in the Premises, Lowe's may in limited circumstances and markets, and in Lowe's sole discretion, authorize the commencement or continuation of Installation Services upon Lowe's receipt of Customer's written agreement (to be furnished to Customer by Lowe's) to release and hold harmless Lowe's and Installer from any and all liability arising out of or related to the Undisclosed Condition and Customer's remedy of Undisclosed Condition. 10: CUSTOMER'S RESPONSIBILITIES. Customer agrees to pay Lowe's according to these Terms and Conditions. Customer agrees to facilitate the location of utility lines. Customer is responsible for identifying property lines. Customer agrees to ensure that work areas are free of vermin and pre- existing physical or environmental hazards, and building/zoning code violations. Customer agrees to provide the Installer with access to work areas during working hours and to provide access to sanitary facilities or to pay the rental costs for such facilities. Customer agrees to ensure that any security system at the Premises will not interfere with performance of the Installation Services. Customer agrees to provide power to, and, as applicable, climate control in, the work areas. Customer agrees not to allow unattended minors at the Premises while the Installer is present. Customer agrees to control and keep pets away from work areas. Customer agrees to keep posted permits on display at all times. Customer agrees that if Customer or anyone Customer controls interferes with or delays performance of the Installation Services, Customer may be subject to transportation/storage charges or other resulting charges. Customer agrees not to assign or transfer this Contract. Customer agrees that any claims against Lowe's or the Installer under this Contract should be made to Lowe's within thirty (30) calendar days of the date Customer first becomes aware of a problem. (Lowe's will attempt resolution of any claim(s) within sixty (60) calendar days of receiving Customer's notice.) CUSTOMER ASSUMES THE RISK AND THE FULL LIABILITY OF PHYSICALLY ASSISTING WITH DELIVERY OF THE GOODS OR WITH PERFORMANCE OF THE INSTALLATION SERVICES. 11. MANUFACTURER WARRANTY FOR GOODS. Customer is entitled t6 any warranty provided by a manufacturer of the Goods sold under this Contract. The Installer will provide Customer with any manufacturer consumer warranty information accompanying the Goods, and Customer may also obtain such information by contacting Lowe's. Lowe's does not warrant the Goods AND EXPRESSLY DISCLAIMS ALL WARRANTIES, EXPRESS OR IMPLIED INCLUDING WITHOUT LIMITATION THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. 12. LOWE'S WARRANTY FOR INSTALLATION SERVICES / LIMITATIONS OF LIABILITY. Lowe's does warrant that the Installation Services will be performed by the Installer in a good and workmanlike manner. Lowe's warranty for Installation Services shall extend for a period of one year from the earlier of (1) the date the Certificate of Completion is signed by Customer or (2) the date that Lowe's determines that the Installation Services have been completed, or for such greater period as may be required by applicable law governing consumer warranties for workmanship (the "Warranty Period"). LOWE'S WARRANTY THAT THE INSTALLATION SERVICES WILL BE PERFORMED BY THE INSTALLER IN A GOOD AND WORKMANLIKE MANNER DOES NOT COVER, AND LOWE'S WILL NOT BE RESPONSIBLE FOR, ANY DEFECT IN SUCH INSTALLATION SERVICES DUE TO (1) ANY DEFECT, WEAKNESS OR DANGEROUS CONDITION, INCLUDING BUT NOT LIMITED TO, MOLD, ROT, ASBESTOS OR INFESTATION IN THE PREMISES' STRUCTURE, SUBSTRUCTURE, SUPERSTRUCTURE OR POINTS OF ATTACHMENT, OR OTHER PRE-EXISTING PHYSICAL Installer Copy OR ENVIRONMENTAL HAZARD, OR (2) ABUSE, MISUSE, NEGLECT, OR IMPROPER CLEANING. LOWE'S SERVICES SHALL BE IN LIEU OF ANY OTHER WARRANTY, EXPRESS' OR IMPLIED, INCLUDING Wil A Customer acknowledges and agrees that Customer shall be limited to seeking recourse or remedy exclusively from Lowe's or the Installer (as applicable) and that no affiliate of Lowe's shall have any liability under this Contract. Customer must give Lowe's written notice within the Warranty Period of any warranty claim relating to Installation Services. Customer agrees that its sole and exclusive remedy against Lowe's for a warranty claim is reinstallation in a good and workmanlike manner, including the repair or replacement of any,Goods if and to the extent reasonably necessary to correct the defective Installation Services. CUSTOMER SHALL HAVE NO OTHER REMEDY FOR A WARRANTY CLAIM, INCLUDING WITHOUT LIMITATION REMEDY FOR LOSS OR DAMAGE CAUSED BY NORMAL WEAR AND TEAR, LOSS OR DAMAGE WHICH HAS NOT BEEN REASONABLY MITIGATED, OR LOSS OR DAMAGE CAUSED BY ACTS OF GOD. IN NO EVENT SHALL LOWE'S BE LIABLE FOR INDIRECT, PUNITIVE, CONSEQUENTIAL OR INCIDENTAL DAMAGES (SUCH AS, WITHOUT LIMITATION, LOST PROFITS, LOST SALES, AND INJURIES TO PERSONS OR PROPERTY), EVEN WHERE LOWE'S HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. WHERE, DUE TO OPERATION OF LAW, SUCH DAMAGES CANNOT BE EXCLUDED, THEY ARE EXPRESSLY LIMITED IN AMOUNT TO THE PURCHASE PRICE. In connection with any warranty claim, Customer agrees, at no cost to Lowe's or the Installer, to prepare the Premises and the reinstallation area in the manner described in Section 10 of these Terms and Conditions. 13. ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS ACTION ADJUDICATION: Most questions or complaints are resolved informally. If Customer has a question or complaint, Customer agrees to contact the Lowe's salesperson whose name appears on this Contract and the manager of the Lowe's store at the address and/or phone number on the front page of this Contract. All claims by Customer or Lowe's concerning this Contract which cannot be resolved informally shall be resolved by binding arbitration conducted by a single arbitrator under the current applicable rules, procedures and protocols of JAMS, Inc. (JAMS)(www.jamsadr.com)(as amended) or the American Arbitration Association (AAA)(www.adr.org)(as amended). The parties agree that if JAMS or AAA are unable or unwilling to arbitrate the matter, the parties will agree upon a single arbitrator with a nationally recognized arbitration firm to arbitrate the matter. Claims to be resolved by binding arbitration include, but are not limited to (1) all claims directly or indirectly related to the signing of this arbitration agreement, the validity or scope of this arbitration agreement, or any attempt to set aside this arbitration agreement, (2) all federal or state law claims relating directly or indirectly to this Contract (including this arbitration agreement), the information Customer gave Lowe's before entering into this Contract and/or any past agreement or agreements between Customer and Lowe's, (3) all counterclaims, cross-claims and third -party claims, (4) all common law claims of any kind including claims based upon alleged product defect, contract, tort, fraud, or other intentional torts, (5) all claims based upon a violation of any state or federal constitution, statute or regulation, (6) all claims asserted by Lowe's against Customer, including claims for money damages to collect any sum Lowe's claims Customer owes Lowe's, (7) all claims asserted by Customer individually against Lowe's and/or any of Lowe's' employees, agents, directors, officers, shareholders, managers, members, parent company or affiliated entities (hereinafter collectively referred to as "related third parties") or the Installer, including claims for money damages and/or equitable or injunctive relief, (8) all claims asserted on Customer's behalf by another person, (9) all claims asserted by or on behalf of a Customer as a private attorney general against Lowe's, related third parties and/or the Installer, (10) all claims arising from or relating directly or indirectly to the disclosure by Lowe's, related third parties or the Installer of any non-public personal information about Customer, and/or (11) all other claims arising under or related to this Contract whether or not set forth above. If the dispute falls within the jurisdiction of a small claims court the claimant may, at its option, choose to arbitrate or file a small claims action. Any appeal of a judgment from a small claims court shall be resolved by arbitration as provided herein. Binding arbitration means that Customer waives: (1) any right to a jury trial; (2) any right to bring a lawsuit in a court (other than a small claims court as described above); and (3) any right to seek relief in any other forum or from any other agency. Any claim not decided by a small claims court will be'decided by an arbitrator selected as set forth immediately above.. Lowe's and Customer agree that binding arbitration provides a simple, cost efficient method to resolve disputes quickly. Lowe's and Customer agree that no class action lawsuit or class action arbitration of any type may be pursued by or on behalf of the Customer or ordered by a Court or arbitrator(s) under this Contract and, in addition, that there shall be no joinder of parties, except for joinder of parties to the transaction covered by this Contract. By agreeing to binding arbitration Customer and Lowe's waive any right to bring or participate in a class action lawsuit or class action arbitration regarding any claim. How Arbitration Works: Lowe's may demand arbitration by sending written notice to Customer at the address listed in this Contract. Customer may demand arbitration by sending written notice to Lowe's at the following address: Mail Code NB6LG, P.O. Box 1000, Mooresville, NC 28115. The arbitration shall be held in the city or county where the Premises are located or in such other convenient location as the Customer and Lowe's may mutually agree. Lowe's shall pay the filing, administrative, hearing and arbitrator's fees associated with the arbitration. Customer shall not be required to reimburse Lowe's for these expenses even if Lowe's wins the arbitration. Unless the arbitrator's award or controlling law specifically provides otherwise, Lowe's and Customer will each be responsible for its own attorneys' fees and other expenses, such as witness and expert witness fees. At the timely request of Customer or Lowe's, the arbitrator will provide a written explanation of the award so long as such requirement is consistent with the then current rules, procedures and protocols of the arbitration entity selected by the parties as set forth above.. The arbitrator's award may be filed with and enforced by any court having jurisdiction. If allowed by statute or controlling law, the arbitrator may award statutory damages and/or reasonable attorneys' fees and expenses. If Customer fails to pay Lowe's in accordance with this Contract, Customer agrees that Lowe's shall be entitled to recover its reasonable attorneys' fees as provided by N.C. Gen. Stat. §6-21.2 or other controlling law. The parties agree that this arbitration agreement is made in connection with a transaction involving interstate commerce and shall be governed by the Federal Arbitration Act, 9 U.S.C. §§1-16 (as it may be amended) (FAA), but if for any reason the FAA does not apply, then this arbitration agreement shall be governed by the laws of the State of North Carolina. 14. GOVERNING LAW AND SEVERABILITY. This Contract shall be interpreted under and governed by the law of North Carolina, without regard to the choice of law rules of any state, except that the ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS ACTION ADJUDICATION is governed by the FAA If any provision of this Contract is contrary to any law to which it is subject, such unlawful provision shall be ineffective without invalidating the other provisions, which shall remain in full force and effect. 15. CREDIT CARD/FINANCED TRANSACTONS. If Customer uses a credit card or obtains financing to pay some or all of the Price, then Customer acknowledges that the terms of his or her cardholder agreement or financing documents may change the total amount of money Customer must pay to the credit card provider or lender, including any interest charges and fees. Customer acknowledges that his or her cardholder agreement or financing documents may have other terms and conditions to which Customer will be subject. Customer also acknowledges that Lowe's is not a party to any such cardholder or financing agreement. 16. WAIVER OF LIENS. Because responsibility for paying the Installer on Customer's behalf belongs to Lowe's, Lowe's will require the Installer, on behalf of itself and any of the Installer's subcontractors, materialmen or suppliers, as a condition precedent to payment by Lowe's on Customer's behalf, to fully and unconditionally relinquish, waive and release any and all mechanic's liens, materialman's liens and other liens in the Premises which the Installer or its subcontractors, materialmen or suppliers might have or acquire in the future, by operation of law or otherwise, as a result of this Contract, to the extent permitted by law. 17. UNAVOIDABLE DELAY OR FAILURE IN PERFORMANCE EXCUSED. Any delay or failure by Lowe's or the Installer in performing this Contract because of strike, fire, flood, epidemic, acts of terrorism, acts of God, inability to obtain Goods in a timely or commercially feasible manner, or any other causes beyond the reasonable control of Lowe's or the Installer shall be excused and shall not be breaches of this Contract. 18. ENTIRE AGREEMENT / CHANGES IN WRITING. Customer and Lowe's agree that this Contract accurately states the entire agreement between Customer and Lowe's concerning the Goods and Installation Services and replaces and supersedes all prior agreements and understandings relating thereto, both oral and written, and all oral agreements and understandings entered into at the same time as this Contract. Any additions or changes to this Contract, or any waiver of rights under this Contract, must be in writing signed by Customer and Lowe's. 19. CAPTIONS. Titles or captions of sections contained in this Contract have been inserted only as a matter of convenience and in no way define, limit, extend, describe or otherwise affect the scope or meaning of this Contract or the intent of any provisions hereof. 20. QUESTIONS OR CONCERNS. Customer should speak with the Lowe's salesperson whose name appears on this Contract and the manager of the Lowe's store at the address and/or phone number on the front page of this Contract, regarding routine matters such as scheduling, any requested changes to Customer's order, or any concerns Customer may. have about this Contract, the Goods or the Installation Services. 21. FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND— Payment maybe available from the Florida Homeowners' Construction Recovery Fund if you lose money on a project performed under contract, where the loss results from specified violations of Florida Law by a licensed contractor. For information about the recovery fund and filing a claim, contact the Florida Construction Industry Licensing Board at the following telephone number and address: 1940 North Monroe Street, Tallahassee, FL 32399-0783; Phone: (850) 487-1395. Installer Copy TERMS AND CONDITIONS 1. "LOWE'S" DEFINED. Within this Contract (as defined on the front page of the Contract), the term "Lowe's" shall refer to Lowe's Home Centers, LLC, a North Carolina limited liability company. 2. GENERAL DESCRIPTION. By executing this Contract, Customer and Lowe's agree that 1) Lowe's shall provide Customer the goods and/or materials (the "Goods"), 2) Lowe's shall procure on Customer's behalf, the services to install the Goods (the "Installation Services") in or on the premises identified on the face of this Contract (the "Premises") and 3) Customer shall pay Lowe's the lump -sum Contract Total stated on the face of this Contract (the "Price") and according to the provisions of the "Contract Documents". The Installation Services shall be performed in the specific rooms or areas of the Premises identified on the face of this Contract ("Project Area"). The "Contract Documents" shall consist of (1) the face of this Contract, (2) these Terms and Conditions, (3) the applicable portions(s) of Lowe's receipt and (4) any attached sketches, materials lists, floor plans, and/or specification sheets and other addenda or attachments hereto. The Contract Documents do not include any correspondence, advertisements, estimates or other documents that are not attached. 3. -INSTALLATION SERVICES. Customer authorizes Lowe's on Customer's behalf to (a) arrange for the Installation Services to be performed by an independent contractor (the "Installer") (licensed when legally required), (b) issue a work order to the Installer to perform the Installation Services, (c) have the Installer's work inspected, should Lowe's in its discretion choose to do so (it being agreed that Lowe's has no obligation to do so), and (d) pay the Installer after completion of the work and after receipt of a certificate, signed and dated by Customer, that the work has been satisfactorily completed (the "Certificate of Completion"). Customer understands that Lowe's will rely upon the Certificate of Completion in paying the Installer for the Installation Services. Customer agrees that the Installation Services do not include architectural/engineering services or structural changes to the Premises or any other services beyond the ordinary and routine installation of the Goods as specifically provided in this Contract. Customer is responsible, at Customer's cost, for providing any necessary architectural/engineering services or structural changes to the Premises or any other services not specifically identified in this Contract. 4. GOODS. Lowe's will arrange for delivery of the Goods to the Premises. Customer agrees that title to goods does not pass to Customer until installed in Customer's home, building, or on Customer's property. Customer agrees Contract is being offered for the total Price (per below). Customer further agrees any surplus materials upon completion of the Installation Services are not the property of customer and, if instructed by Lowe's, such surplus materials shall be returned to Lowe's by the Installer. Upon request from Customer at the time of job completion, Lowe's, in its discretion, will allow all or part of unused, receipted surplus materials to be retained by the Customer. 5. PRICE. The Price covers the Goods, Installation Services, and applicable taxes. The Price assumes sound existing substructures, superstructure and points of attachments. The Price shall be increased by the cost and reasonable profit to Lowe's of having to provide additional Goods and/or Installation Services as a result of defective substructures, superstructures, or points of attachments or the existence of any other Undisclosed Condition (per below). In the event of an Undisclosed Condition or the foregoing, Customer will execute a change order or a new replacement contract upon Lowe's request. 6. PAYMENT. Payment of the Price by Customer to Lowe's is due in full upon execution of this Contract. Payment for any change order or new replacement contract is due at the time of that change order or replacement contract. Lowe's will send to Customer by U.S. Mail a receipt evidencing Customer's purchase after payment is processed. 7. LICENSES, PERMITS, SAFETY RULES, BUILDING CODES, ZONING ORDINANCES, AND OTHER LAWS. The Installer shall be solely responsible to Customer for obtaining any and all licenses, registrations, certifications, and permits which are legally required to perform the Installation Services. The Installer shall also be solely responsible to Customer for the Installation Services being performed in compliance with all applicable safety rules and all existing building codes, zoning ordinances and other laws. Neither the Installer nor Lowe's shall be responsible for any pre-existing violations of safety rules, building codes, zoning ordinances or other laws and shall not be required to address or correct same. If prior to the completion of work a change occurs to any applicable safety rule, building code, zoning ordinance or other law which requires additional Goods and/or Installation Services to perform this Contract, Customer agrees to pay Lowe's the cost and reasonable profit for such additional Goods and Installation Services and to execute a resulting change order or new replacement contract as requested by Lowe's. No additional work will be performed under this Contract due to any change to any applicable safety rule, building code, zoning ordinance or other law that occurs after the completion of work. 8. CUSTOMER'S WARRANTY AGAINST VIOLATIONS OF EASEMENTS, COVENANTS, AND THIRD PARTY RIGHTS. Customer warrants that performance of the Installation Services will not violate any existing real property easements, covenants, homeowners' association rules or rights of third parties holding an interest in the real property being improved. 9. UNDISCLOSED CONDITIONS IN PREMISES. If any defect, weakness or dangerous condition including, but in no way limited to, mold, mildew, rot, asbestos or infestation ("Undisclosed Condition") is discovered or identified in the Premises' structure, substructure, superstructure or points of attachment at any time prior to commencement or completion of the Installation Services, Customer must remedy the Undisclosed Condition at Customer's sole cost and expense and to Lowe's sole satisfaction. If Customer refuses to permit inspection of the Premises as set forth below, Lowe's may terminate or rescind this Contract without remedy or recourse by, 'or further obligation to, Customer, except as expressly provided below. If Customer and Lowe's disagree as to whether an Undisclosed Condition exists, Lowe's may in its sole discretion obtain the services of an inspector to inspect the Premises at Lowe's sole cost and expense, and if Lowe's chooses to do so, such inspector's report shall be final and conclusive as to whether an Undisclosed Condition exists. In the event of any Undisclosed Condition that Customer does not remedy to Lowe's sole satisfaction, or any failure by Customer to perform any other obligation of Customer under this Contract, then at Lowe's option (i) Lowe's may rescind this Contract and return the Price to Customer without further cost or obligation by either Customer or Lowe's if Lowe's notifies Customer of its election tobrescind this Contract prior to the earlier of delivery of the Goods and the Installer beginning performance of the Installation Services, or (ii) Lowe's may terminate this Contract without remedy or recourse by, or further obligation to Customer, except as expressly provided below if Lowe's notifies Customer of its election to terminate this Contract after the earlier of delivery of the Goods and the Installer beginning performance of the Installation Services. In the event that Lowe's terminates this Contract as provided in this Section, then Customer may return the Goods (other than Goods that have been "custommade") in their original, unopened condition, to Lowe's for a refund or credit. Any such return must be made within thirty (30) days after Lowe's terminates this Contract. Customer will be charged a 15% restocking fee on any such returns. Goods not in their original, unopened condition, and custom-made goods, may not be returned. "Custom-made" goods include goods that have been uniquely altered, color -matched, shaped, sized, cut or otherwise designed or fitted to accommodate the requirements of a particular space or environment. Examples of custom-made goods include, but are not limited to, cabinets, countertops, floor and wall coverings, and window treatments. If Lowe's terminates this Contract as provided herein, Lowe's shall have no obligation to refund any portion of the Price (except as expressly provided herein) and shall have no obligation to restore the Premises to their original condition. Notwithstanding the foregoing, and alternative to rescinding or terminating this Contract as described above, upon discovery or identification of any Undisclosed Condition in the Premises, Lowe's may in limited circumstances and markets, and in Lowe's sole discretion, authorize the commencement or continuation of Installation Services upon Lowe's receipt of Customer's written agreement (to be furnished to Customer by Lowe's) to release and hold harmless Lowe's and Installer from any and all liability arising out of or related to the Undisclosed Condition and Customer's remedy of Undisclosed Condition. 10.' CUSTOMER'S RESPONSIBILITIES. Customer agrees to pay Lowe's according to these Terms and Conditions. Customer agrees to facilitate the location of utility lines. Customer is responsible for identifying property lines. Customer agrees to ensure that work areas are free of vermin and pre- existing physical or environmental hazards, and building/zoning code violations. Customer agrees to provide the Installer with access to work areas during working hours and to provide access to sanitary facilities or to pay the rental costs for such facilities. Customer agrees to ensure that any security system at the Premises will not interfere with performance of the Installation Services. Customer agrees to provide power to, and, as applicable, climate control in, the work areas. Customer agrees not to allow unattended minors at the Premises while the Installer is present. Customer agrees to control and keep pets away from work areas. Customer agrees to keep posted permits on display at all times. Customer agrees that if Customer or anyone Customer controls interferes with or delays performance of the Installation Services, Customer may be subject to transportation/storage charges or other resulting charges. Customer agrees not to assign or transfer this Contract. Customer agrees that any claims against Lowe's or the Installer under this Contract should be made to Lowe's within thirty (30) calendar days of the date Customer first becomes aware of a problem. (Lowe's will attempt resolution of any claim(s) within sixty (60) calendar days of receiving Customer's notice.) CUSTOMER ASSUMES THE RISK AND THE FULL LIABILITY OF PHYSICALLY ASSISTING WITH DELIVERY OF THE GOODS OR WITH PERFORMANCE OF THE INSTALLATION SERVICES. 11. MANUFACTURER WARRANTY FOR GOODS. Customer is entitled to any warranty provided by a manufacturer of the Goods sold under this Contract. The Installer will provide Customer with any manufacturer consumer warranty information accompanying the Goods, and Customer may also obtain such information by contacting Lowe's. Lowe's does not warrant the Goods AND EXPRESSLY DISCLAIMS ALL WARRANTIES, EXPRESS OR IMPLIED INCLUDING WITHOUT LIMITATION THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR 12. LOWE'S WARRANTY FOR INSTALLATION SERVICES / LIMITATIONS OF LIABILITY. Lowe's does warrant that the Installation Services will be performed by the Installer in a good and workmanlike manner. Lowe's warranty for Installation Services shall extend for a period of one year from the earlier of (1) the date the Certificate of Completion is signed by Customer or (2) the date that Lowe's determines that the Installation Services have been completed, or for such greater period as may be required by applicable law governing consumer warranties for workmanship (the "Warranty Period"). LOWE'S WARRANTY THAT THE INSTALLATION SERVICES WILL BE PERFORMED BY THE INSTALLER IN A GOOD AND WORKMANLIKE MANNER DOES NOT COVER, AND LOWE'S WILL NOT BE RESPONSIBLE FOR, ANY DEFECT IN SUCH INSTALLATION SERVICES DUE TO (1) ANY DEFECT, WEAKNESS OR DANGEROUS CONDITION, INCLUDING BUT NOT LIMITED TO, MOLD, ROT, ASBESTOS OR INFESTATION IN THE PREMISES' STRUCTURE, SUBSTRUCTURE, SUPERSTRUCTURE OR POINTS OF ATTACHMENT, OR OTHER PRE-EXISTING PHYSICAL File Copy OR ENVIRONMENTAL HAZARD, OR (2) ABUSE, MISUSE, NEGLECT, OR IMPROPER- CLEANING. SERVICES SHALL BE IN LIEU OF ANY OTHER WARRANTY, EXPRESS OR IMPLIED, INCLUI Customer acknowledges and agrees that Customer shall be limited to seeking recourse or remedy exclusively from Lowe's or the Installer (as applicable) and that no affiliate of Lowe's shall have any liability under this Contract. Customer must give'Lowe's written notice within the Warranty Period of any warranty claim relating to Installation Services. Customer agrees that its sole and exclusive remedy against Lowe's for a warranty claim is reinstallation in a good and workmanlike manner, including the repair or replacement of any Goods if and to the extent reasonably necessary to correct the defective Installation Services. CUSTOMER SHALL HAVE NO OTHER REMEDY FOR A WARRANTY CLAIM, INCLUDING WITHOUT LIMITATION REMEDY FOR LOSS OR DAMAGE CAUSED BY NORMAL WEAR AND TEAR, LOSS OR DAMAGE WHICH HAS NOT BEEN REASONABLY MITIGATED, OR LOSS OR DAMAGE CAUSED BY ACTS OF GOD. IN NO EVENT SHALL LOWE'S BE LIABLE FOR INDIRECT, PUNITIVE, CONSEQUENTIAL OR INCIDENTAL DAMAGES (SUCH AS, WITHOUT LIMITATION, LOST PROFITS, LOST SALES, AND INJURIES TO PERSONS OR PROPERTY), EVEN WHERE LOWE'S HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. WHERE, DUE TO OPERATION OF LAW, SUCH DAMAGES CANNOT BE EXCLUDED, THEY ARE EXPRESSLY LIMITED IN AMOUNT TO THE PURCHASE PRICE. In connection with any warranty claim, Customer agrees, at no cost to Lowe's or the Installer, to prepare the Premises and the reinstallation area in the manner described in Section 10 of these Terms and Conditions. 13. ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS ACTION ADJUDICATION: Most questions or complaints are resolved informally. If Customer has a question or complaint, Customer agrees to contact the Lowe's salesperson whose name appears on this Contract and the manager of the Lowe's store at the address and/or phone number on the front page of this Contract. All claims by Customer or Lowe's concerning this Contract which cannot be resolved informally shall be resolved by binding arbitration conducted by a single arbitrator under the current applicable rules, procedures and protocols of JAMS, Inc. (JAM S)(www.jamsadr.com)(as amended) or the American Arbitration Association (AAA)(www.adr.org)(as amended). The parties agree that if JAMS or AAA are unable or unwilling to arbitrate the matter, the parties will agree upon a single arbitrator with a nationally recognized arbitration firm to arbitrate the matter. Claims to be resolved by binding arbitration include, but are not limited to (1) all claims directly or indirectly related to the signing of this arbitration agreement, the validity or scope of this arbitration agreement, or any attempt to set aside this arbitration agreement, (2) all federal or state law claims relating directly or indirectly to this Contract (including this arbitration agreement), the information Customer gave Lowe's before entering into this Contract and/or any past agreement or agreements between Customer and Lowe's, (3) all counterclaims, cross-claims and third -party claims, (4) all common law claims of any kind including claims based upon alleged product defect, contract, tort, fraud, or other intentional torts, (5) all claims based upon a violation of any state or federal constitution, statute or regulation, (6) all claims asserted by Lowe's against Customer, including claims for money damages to collect any sum Lowe's claims Customer owes Lowe's, (7) all claims asserted by Customer individually against Lowe's and/or any of Lowe's' employees, agents, directors, officers, shareholders, managers, members, parent company or affiliated entities (hereinafter collectively referred to as "related third parties") or the Installer, including claims for money damages and/or equitable or injunctive relief, (8) all claims asserted on Customer's behalf by another person, (9) all claims asserted by or on behalf of a Customer as a private attorney general against Lowe's, related third parties and/or the Installer, (10) all claims arising from or relating directly or indirectly to the disclosure by Lowe's, related third parties or the Installer of any non-public personal information about Customer, and/or (11) all other claims arising under or related to this Contract whether or not set forth above. If the dispute falls within the jurisdiction of a small claims court the claimant may, at its option, choose to arbitrate or file a small claims action. Any appeal of a judgment from a small claims court shall be resolved by arbitration as provided herein. Binding arbitration means that Customer waives: (1) any right to a jury trial; (2) any right to bring a lawsuit in a court (other than a small claims court as described above); and (3) any right to seek relief in any other forum or from any other agency. Any claim not decided by a small claims court will be decided by an arbitrator selected as set forth immediately above.. Lowe's and Customer agree that binding arbitration provides a simple, cost efficient method to resolve disputes quickly. Lowe's and Customer agree that no class action lawsuit or class action arbitration of any type may be pursued by or on behalf of the Customer or ordered by a Court or arbitrator(s) under this Contract and, in addition, that there shall be no joinder of parties, except for joinder of parties to the transaction covered by this Contract. By agreeing to binding arbitration Customer and Lowe's waive any right to bring or participate in a class action lawsuit or class action arbitration regarding any claim. How Arbitration Works: Lowe's may demand arbitration by 'sending written notice to Customer at the address listed in this Coni�act. Customer may demand arbitration by sending written notice to Lowe's at the following address: Mail Code NB6LG, P.O. Box 1000, Mooresville, NC 28115. The arbitration shall be held in the city or county where the Premises are located or in such other convenient location as the Customer and Lowe's may mutually agree. Lowe's shall pay the filing, administrative, hearing and arbitrator's fees associated with the arbitration. Customer shall not be required to reimburse Lowe's for these expenses even if Lowe's wins the arbitration. Unless the arbitrator's award or controlling law specifically provides otherwise, Lowe's and Customer will each be responsible for its own attorneys' fees and other expenses, such as witness and expert witness fees. At the timely request of Customer or Lowe's, the arbitrator will provide a written explanation of the award so long as such requirement is consistent with the then current rules, procedures and protocols of the arbitration entity selected by the parties as set forth above.. The arbitrator's award may be filed with and enforced by any court having jurisdiction. If allowed by statute or controlling law, the arbitrator may award statutory damages and/or reasonable attorneys' fees and expenses. If Customer fails to pay Lowe's in accordance with this Contract, Customer agrees that Lowe's shall be entitled to recover its reasonable attorneys' fees as provided by N.C. Gen. Stat. §6-21.2 or other controlling law. The parties agree that this arbitration agreement is made in connection with a transaction involving interstate commerce and shall be governed by the Federal Arbitration Act, 9 U.S.C. §§1-16 (as it may be amended) (FAA), but if for any reason the FAA does not apply, then this arbitration agreement shall be governed by the laws of the State of North Carolina. 14. GOVERNING LAW AND SEVERABILITY. This Contract shall be interpreted under and governed by the law of North Carolina, without regard to the choice of law rules of any state, except that the ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS ACTION ADJUDICATION is governed by the FAA If any provision of this Contract is contrary to any law to which it is subject, such unlawful provision shall be ineffective without invalidating the other provisions, which shall remain in full force and effect. 15. CREDIT CARD/FINANCED TRANSACTONS. If Customer uses a credit card or obtains financing to pay some or all of the Price, then Customer acknowledges that the terms of his or her cardholder agreement or financing documents may change the total amount of money Customer must pay to the credit card provider or lender, including any interest charges and fees. Customer acknowledges that his or her cardholder agreement or financing documents may have other terms and conditions to which Customer will be subject. Customer also acknowledges that Lowe's is not a party to any such cardholder or financing agreement. 16. WAIVER OF LIENS. Because responsibility for paying the Installer on Customer's behalf belongs to Lowe's, Lowe's will require the Installer, on behalf of itself and any of the Installer's subcontractors, materialmen or suppliers, as a condition precedent to payment by Lowe's on Customer's behalf, to fully and unconditionally relinquish, waive and release any and all mechanic's liens, materialman's liens and other liens in the Premises which the Installer or its subcontractors, materialmen or suppliers might have or acquire in the future, by operation of law or otherwise, as a result of this Contract, to the extent permitted by law. 17. UNAVOIDABLE DELAY OR FAILURE IN PERFORMANCE EXCUSED. Any delay or failure by Lowe's or the Installer in performing this Contract because of strike, fire, flood, epidemic, acts of terrorism, acts of God, inability to obtai6 Goods in a timely or commercially feasible manner, or any other causes beyond the reasonable control of Lowe's or the Installer shall be excused and shall not be breaches of this Contract. 18. ENTIRE AGREEMENT / CHANGES IN WRITING. Customer and Lowe's agree that this Contract accurately states the entire agreemerit between Customer and Lowe's concerning the Goods and Installation Services and replaces and supersedes all prior agreements and understandings relating thereto, both oral and written, and all oral agreements and understandings entered into at the same time as this Contract. Any additions or changes to this Contract, or any waiver of rights -under this Contract, must be in writing signed by Customer and Lowe's. 19. CAPTIONS. Titles or captions of sections contained in this Contract have been inserted only as a matter of convenience and in no way define, limit, extend, describe or otherwise affect the scope or meaning of this Contract or the intent of any provisions hereof. 20. QUESTIONS OR CONCERNS. Customer should speak with the Lowe's salesperson whose name appears on this Contract and the manager of the Lowe's store at the address and/or phone number on the front page of this Contract, regarding routine matters such as scheduling, any requested changes to Customer's order, or any concerns Customer may have about this Contract, the Goods or the Installation Services. 21. FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND— Payment maybe available from the Florida Homeowners' Construction Recovery Fund if you lose money on a project performed under contract, where the loss results from specified violations of Florida Law by a licensed contractor. For information about the recovery fund and filing a claim, contact the Florida Construction Industry Licensing Board at the following telephone number and address: 1940 North Monroe Street, Tallahassee, FL 32399-0783; Phone: (850) 487-1395. File Copy SUS-oS-I�-1IS4 3 i '' CONTRAGTe 1297435 ��3�ItKcigG 1SrmaEni,�iRT "1� NJNaER'F. � Y Gat' 'J12 nAie sowxawatiurKanuerwea rwa.Nn� w a.srrr a.s•*+w '.A w4wau. d cabin Godo: the Catlrad Rice nay kxkde more Goods 0— eduasy wR 40 4rs:ENsd baN oh Ne *$Used square fooloped as Project Ares. Aa a rsauR the tftCwwsd tliov�abgd +a Oxds sraiaredn(utM eabCallus ecNMpwasb).w1�tld�irrov euoied the O Wei aquas baspe of Out Prajed Ares, and ee boor wfacn nay be e4unabd based pn the ,.,A deotls Greq-" lG hdM tla C.'"d (ktrhI,6V w»nq. By a CusW ssjra,p flus Casrad bene. m amrMdpes stein$ d era natxe Conrad Total Drat sprees mid urdaatI "$ Nat IN,P— strhrdes Inane oosb Weidr may nal bs •apoicatsle taxes NtdudeD � V i +- • �+ IPWnOod ars Ura tnstaawar Sarraros are parfamwd. NOTICE TO CUSTOMER: Fdenl taw raqukss Low's to prodda you wNh da Dwrrpldst Renoeata Rlpkt Byy�dnp fhb Chtmk Cultomsa acknowNdpes hiving recatved o copy d mb pampbbt wton work began MonfrWp CYatama dtM petarh'$ dsk d the ked named axpo*unI hon nrmvaoon adMiy to be parlorraatl In Cuatomee's dwakp unR TE: U roiled wood Is seovered duringinstallaffon adds sal chsrgas will pPp1 . ad wBi gWen a quWe and achartge oteM must be completed ant atanad tsytha customdr for any addHbnal charyes..:N„}., c Customer must kfhbl, 'My wwk a mm na: e,d scen0aa n ,m mebHad +a o+a �trxa M7 <narme+ar f w oe x ur:Wltam}d <r+raa ra u+.s mrisnat oo watgr. PHOTO RELEASE: Cuetamar &ants b WNB'i W LDw�1 ,mpoy¢as and'ndepeMsrit cpKradGrs tt�a ripM Po take ptwto9fapn5 d Inc pn—cs.MNra uabxsoon SorvcCs rra a penormad and ax was PPaAor^cd at Ora Premesea retaled n Nrs Codbd. ant meroraay gents w Lowe's pe fvm W. mrd exnmat..n a*d n u+e-pngrrpraphs Ia use m as roar cls :md nrhda, woddwge. m papeW:H Custwner auU+ontes 4owe'sPo mpy+ght. ucaaM puNnh Oa q'waprawys+n arw:b ekcuo+ucaeY. and sprees Nal Lowe's may ash suer pnotxrrayx tar aM+4 iul puwsa. (nA not 8mbd I. Rwkvt gr ` aCeprotag,. Putty. hums , U k.V and Web ca—3 BY -03ing hrxe. Cudaner aP.. n Ne fare9anp (Gad— b i wl to ew Ionl Work b 4a� .Upon reasombN avaaabalty d Conwetor ansa any fpedai atdM tomer mads Ooad(sl whkh {s aMkipatad to W ttw m dabl Eathfuld c(snix tloR dab b ; t ? via b dafej Sas! ast ateo suoslanuai cowletxm Cate u non d 1M essence. A statanem d any vWxVI las Uar would mvsmllly d+a^pe smd astV'o� Mrbstar'aai <m'ipbbon date is as fad c; -- IJ apa abl., +wen a M -W -W4 d sxh eommponciaa}. This Caerad Pr w.. that W cbkm by Customer u Lowe's wM b. ns Wsd by BINDING ARBITRATION. Custc mr and Lowe's GIVE UP THE RIGHT TO GO TO COURT to en(mcm this Canted (EXCEPT tar manors that may be taken to SMALL CLAIMS COURTI. Low's and Cuafomar'a dphb wiu ba i determlmd by a NEUTRAL ARBITRATOR and NOT o judpe a Wry. Lo 's ant C istanas an edBbtl to a FART NEARING, Bd Ow arMt»ibn i Wr sdum. are SIMPLER AND MORE LIMITED THAN RULES APPLICABLE W COURT. Arbllralor d-Wom are as anlacaebb as any coat order and as sobject,w VERT LIMITED REVIEW BY A COURT. FOR MORE DETAILS: Roviaw the esoUon titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS ACTION ADJUDICATION fount b me Tarns and Condtbns of this CwWac4 00 NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE, TERNSAND CONDITIONS IDOUITAINEO ON ALC-" PAGES OF THIS. CONTRACT.BY,B1"tNIG BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND r AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON ALL PAGES OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS. CONTRACT AT THE TIME OF SIGNATURE, O WITNESS OUR tW71p(S)itNO SEALIS) BELOW THIS DAY IF Lowe's HO'?,,,,ICQnters, LLC If Omrr 4 Lave'a AuVwmzetl seMtlatwe ` Ga a WA'. CIII,I •.uk-4odpes ramp at a frw c"y at this wdnd which wp canpbtely WM In Wbr b Cua~s wuCutbn huaof. Yo% the buyer, my "now this transaction at my tkm paw b middSm at 1M a" WW-- day Its, dw data d this tm sisiom. SN ifle 4h&d*d nW- of unaNatwn 3 form tor'an expire of IN right. , o apweytweewYewe. ear aw.on ... 55W4 REV. 12/13 FILE COPY e+nPsa'ed s.a..wu 0fr cac«.svr. L C m V coE m V M m 0 Cn Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval.(NqA). t: s(e)))0) affwo Signature Date Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than Ix), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009.11/17/2014 Property Search Application - Miami -Dade County Page 1 of 2 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2232-027-0070 Property Address: 1335 NE 105 ST Miami Shores, FL 33138-2135 Owner CASA FAWAZ LLC Mailing Address 16748 NW 8 ST PEMBROKE PINES, FL 33028 USA PA Primary Zone 3000 MULTI -FAMILY - GENERAL Primary Land Use 0803 MULTIFAMILY 2-9 UNITS: MULTIFAMILY 3 OR MORE UNITS Beds / Baths / Half 6/6/0 Floors 2 Living Units 4 Actual Area Sq.Ft Living Area Sq. Ft Adjusted Area 4,002 Sq. Ft Lot Size 8,000 Sq. Ft Year Built 1959 Assessment Information Year 2018 2017 2016 Land Value $128,000 $124,000 $124,000 Building Value $342,322 $295,475 $234,986 XF Value $0 $0 $0 Market Value $470,322 $419,475 $358,986 Assessed Value $320,669 $295,158 $271,892 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment Taxable Value 1 $270,669 $245,158 $221,892 School Board $65,832 $54,184 $40,104 Cap Reduction $379,490 $340,291 $293,882 Non -Homestead Assessment $83,821 $70,133 $46,990 Cap Reduction $245,158 $221,892 Regional Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 32 52 42 ANCO SUB PB 53-54 E60FT LOT 6-A 7 W20FT OF LOT 7-A - .... _.--......................... �. LOT SIZE 8000 SQ FT Generated On : 5/21/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $270,669 $245,158 $221,892 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $379,490 $340,291 $293,882 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $270,669 $245,158 $221,892 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $270,669 $245,158 $221,892 Sales Information Previous OR Book- Price Qualification Description Sale Page 06/30/2018 $690,000 31113-0239 Qual by exam of deed Deeds that include more than one 01/01/2005 $515,000 23006-4179 parcel Deeds that include more than one 09/01/2000 $255,000 19345-4954 parcel Deeds that include more than one 12/01/1983 $150,000 12003-3014 parcel The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser https://www8.miamidade.gov/Apps/PA/propertysearch/ 5/21/2019 2019 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT DOCUMENT# L18000142887 Entity Name: CASA FAWAZ, LLC Current Principal Place of Business: 16748 NW 8TH STREET PEMBROKE PINES, FL 33028 Current Mailing Address: 16748 NW 8TH STREET PEMBROKE PINES, FL 33028 FEI Number: NOT APPLICABLE Name and Address of Current Registered Agent: FAWAZ, JOSEPH 16748 NW 8TH STREET PEMBROKE PINES, FL 33028 US FILED Apr 09, 2019 Secretary of State 8512726062CC Certificate of Status Desired: Yes The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Authorized Person(s) Detail Title MGRM Name FAWAZ, JOSEPH Address 16748 NW 8TH STREET City -State -Zip: PEMBROKE PINES FL 33028 Title MGRM Name FAWAZ, GEORGES Address 16748 NW 8TH STREET City -State -Zip: PEMBROKE PINES FL 33028 Title MGRM Name FAWAZ, GABRIEL Address 16748 NW 8TH STREET City -State -Zip: PEMBROKE PINES FL 33028 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: JOSEPH FAWAZ MGRM 04/09/2019 Electronic Signature of Signing Authorized Person(s) Detail Date T Lowe's Millwork Site Plan l _Ca�aenin s: l t' '1X6$ y11 I18�1 x 80��8 !1 y 1 _ 8 a 1z 7ioi�2 x C) 4/% X %ej y13\04 X552 b '4' 153 x 36 8 14"' 500 x 34 �.+` 5 `?,'� 3��t x e 4 —15 r 1 x 3 to 7'�,y_ x 833Jy 17�,�5�i3/ x2y'18 1-8`41 x98 ?/S 18 w-%x3(Q 9' 5% x 83 Yq 19-3�3�"{ x 241 14 a 3'12 x $O�%S -20'_q I y. 3 if it o ff #! W cc z OP_y onerty Information_ St.-ructure: SFR____ Condo/Twnhsef% ti of stories_ �—, IVletan roof: Height Zi Length_SL Width 1 rc a ` PI'Oject: Windows Doors z z f, �Conclo/Twnhse: Corner Unit(Y/N)_ if(Y) size: fa ((fDoors: overhang(Y/N):_ if(Y) size n U,a Shtitters present(Y/N):—__ if(Y) type m i*indicate alternate means of egress on drawing* *Indicate interior layout to include bedrooms'" �iYst F100 -e jdryaun PS Laundry 14 Bedroom Bathroom 18 Bedroom _c IV MAY 1 20 9 BY:_ (� Laund ry 216 1I . • aundry ••• 15 170•0•14 *0 .•0600 Sath;db" OthrC)O" • • �roarn E3e 0::::o • • • I• •• 0600•• • 6666.. Un@ #2•'. 6666... �it�hgn � Kikshen living Roiam Dinning Room 4 5 6 7 9 4 Sunroom 02 10 1 Customer Name: Joc (QWQab— Address 1_�� 1i25 ��Otts, *Measure all openings to apply 25% rule's 6666 Livittg Room sunroQm 11 0000•. 6666 6666 �q • 6666 6666. . 6666 13 12 E Lowe's Millwork Site Plan djaeni, nes�.�� 2 2 1 o g-�.. 23y_x �b�8 24 � S25�x2512 2 �'l2 x 25 /Z 7 5 %Z x '25 % Comer Distance (indicate ooenln>r #1 li # # # Structure: SFR_, Condo/Twnhse o of stories_ Nlean roof: Height 2 3• i.ength 6V Width 6S' Project: Windows Doors Condo/Twnhse: Corner Unit(Y/N)` if(Y) size: Doors: Overhang(Y/N): ; _ if(Y) size Shutters present(Y/N);__ if(Y) type _ *Irrdicate alternate means of egress on drawing* *Indicate interior layout to include bedrooms* Laundry Laundry 24 P5 26 L2720 Laundry 19 ig Launds 11 16 &athroorp 8a�throoe21 •' • • • • Bedroom Bathroom 3edroom .. .IV roorn • .... • Unit#1 �Ntg2 •• �••••• ... Kitchen Kitchen • • • 22 living Raom Dinning ;oorg • 1ivUBhotn 13, .. 00 ... 4 S 6 7 a •••• 5unroom 2 1p Sunr�om 17 1 11 Customer Name: �o t �aw I Address 13^35 NE 105 ST *Measure all openings to apply 25% rule* ftLowe's Millwork Site Plan 23 ► t -x 75 X19 2. 33�// x 3 3�4 39_ 3 x � 30�_' x 8y pyo- rOSs x 36 31 1 SN x 31a_ �-y� to8 x 36 32� 338 x 84 „ya �► x 3L 33 I& x 92>6114 A3 _ 35!/14 x 3612 3N' 33 Ys x 1%415V%. y9 354 x �� 35` 3 1 x �I3 A itis' ►og x(o x 3-4 3�- .73"A x 133/4 6- -4 t x_ -(v Cerner Distance (indicate opening I#1 it fi �i Structure: SFR— Condo/Twnhse tof stories__ Mean roof: fieight 23, Length SQ! Width 65 Project: Windows Doors Coindo/Twnhse: Corner Unit(Y/N),____ if(y) size; Doors: overhang(Y/N):_ if(Y) size Shutters present(Y/N);___ if(Y) type *Indicate alternate means of egress on drawing* *Indicate interior layout to include bedrooms* 48 S,C,na G604 47 Bathroom ;Bedroom Bedroom Unit #3 Living Room Kitchen I Kitchen Sunroom 28 29 Customer Name: -�,c lcaw963— Address 1-.7 JPIQs F— *Measure all openings to apply 25% rule" 43 42 Bath�.om... • :0::. .. . . . ...... .. . . • pedroom • ...... . . 00 .. .. . .. ...... Unit 44 • DinnitlIRDdm 4] 46 36 37 Sunroom 39 38 :t_ir�ingRoorn • 4] 46 36 37 Sunroom 39 38 Lowe's Millwork Site Plan Oi)enines: 50 Corner Distance (indicate oaenine #1 ►f it 41 #! Structure: SFR— Condo/Twnhse 4"'If of stories—Z Mean roof: Height z3, Length 5 ' Width 65' Project: Windows Doors Condo/Twnhse: Corner Unit(Y/N)_ if(Y) size: Doors: Overhang(Y/N):_____ if(Y) size Shutters present(Y/N):__ if(Y) type *I rv.dicate alternate means of egress on drawing* *indicate interior layout to include bedrooms" Bedroom Unit 43 Living Room Sunroom 28 Bathroom 30 29 Bedroom Kitchen I Kitchen Customer Name: Address es t -,1l6 1 mi hPKS� P -1,�1 �8 *Measure all openinns to apply 25% rule' 44 43 42 Bathroom • • • • . . 0 0 • 0 0 0 9 athroo..0 rn . . 9 00• • • • • • • Ei'C4roorn 4i3• • • .. ... 0000.. . .. :0.00 .. 0000. 00:0% 0*:00 0000.. .. .. . ..099.0 0000.. Unit 94 . . . . . 00000: 0000.. Dinning love : Livigg Rggm • • W 99 . 35 36 0000 Sunroom 39 38 if cio OnpiR�-, 11 .11q ' Q� 0 2' -Ay f V --,j muO. rAl 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • • • • • 5/2/2019 --- - . . - . -WN t1i - - - • • - - - - - Detailed Wind Load DQsigne(Mettldd 2�p8r•RSCE 7-10 Analysis by: EDWARD TORRES 507�,S%V 1641H /;V[E. MIRAMAR FLORIDA 33027 PHONE 954 559-0290 - :-: : : : : % •o AR# 094792 Description: JOE FAWAZ 1335 NE j Q5jRjET AI S R •FLORI DA Calculated Parameters Type of Structure Height/Least Horizontal DimLN Flexible Structure 930 910 890 880 870 860 850 840 830 920 Condition Calculated Parameters Importance Factor 1 Hurricane Prone Region (V>100 mph) I For rigid structures (Nat Freq > 1 Hz) use 0.85 Table 6-2 Values Alpha = Gust Factor Category II: Rigid Structures - Complete Analysis 9.500 Zm zg = 15.00 900.000 I= Cc * (33/—z 0.167 0.2281 Lzm I*(zm/33)^Epsilon 427.06 ft Q (1/(1+0.63'((6+Ht)/Lzm)^0.63))^0.5 0.9006 Gust2 0.925" 1+1.7*lzm*3.4*Q)/ 1+1.7*3.4*lzm) 0.8727 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 1 = 500.00 ft Epsilon 1 0.200 Zmin = 1 15.00 ft 930 910 890 880 870 860 850 840 830 920 Condition Gust Factor Category I: Rigid Structures - Simplified Method Max + Gust1 I For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 0.00 -0.55 -0.18 Gust Factor Category II: Rigid Structures - Complete Analysis 0.18 Zm Zmin 15.00 ft I= Cc * (33/—z 0.167 0.2281 Lzm I*(zm/33)^Epsilon 427.06 ft Q (1/(1+0.63'((6+Ht)/Lzm)^0.63))^0.5 0.9006 Gust2 0.925" 1+1.7*lzm*3.4*Q)/ 1+1.7*3.4*lzm) 0.8727 950 940 Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 930 910 890 880 870 860 850 840 830 920 Condition Gcpi Max + Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 Enclosed Buildings 0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com Page No. 1 of 5 . ... . . ... % .. . . . % .. . . . . . . . . . . . . . ... . . . . .. . . . . . b . Detailed Wind Load Dlesign'(MeMd 27�tr'AkE 7-10 790 .. .7 . .!1 .. ... .. . !VV 5/2/2019 770 760 750 Kz Kzt qz Ib/ft^2 . . . .Pressure b/ft^2 Parapet -Leeward Pressure -73.21 Ib/ft ^2 .Win war al %. LQaward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi +/-Gcpi (Kip) I (Kip -ft) 26 0.95 1.00 74.72 42.71 58.91 -27.23 -11.03 69.94 13.641 20.46 23 0.93 1.00 72.82 41.42 57.62 -27.23 -11.03 68.64 27.02 60.99 20 0.90 1.00 70.71 39.98 56.18 -27.23 -11.03 67.21 48.86 156.13 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 1011.27 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 1744.24 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 2477.21 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 3210.19 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 3943.16 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 4676.14 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.861 5409.11 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.861 6142.08 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.861 6875.06 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 7608.03 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 8341.00 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 9073.98 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.861 9806.95 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.861 10539.93 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 11272.90 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 12005.87 15 0.85 1.00 66.55 37.16 53.36 -27.23 j -11.03 64.38 48.86 12738.85 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 13471.82 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 14204.80 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 14937.77 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 _ 64.38 48.86 15670.74 15 . 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 i 16403.72 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 17136.69 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 17869.66 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 48.86 18602.64 15 0.85 1.00 66.55 37.16 53.36 -27.23 -11.03 64.38 1 111.641 19806.40 Note: 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6.5.12.2.4 Parapets Type of Parapet Oen Top Elevation of Parapet 10.00 ft Parapet -Windward Pressure 119.79 Ib/ft ^2 Parapet -Leeward Pressure -73.21 Ib/ft ^2 Figure 6-6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (Method 2) Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com Page No. 2 of 5 . ... . . ... % .. . . . % .. . . . . . . . . . . . . ....... .... oWFNb 4 d . . . . . Detailed Wind Lotd Msign•(Met116d 27ptrr•AkE 7-10 B h0 •• • •• •0 Jur ..0 a .. I L Variable Formula Value Units Kh 2.01*(Ht/zg)^(2/Alpha) 0.96 -GCpi Kht Topographic factor (Fig 64) 1.00 -11.03 Qh .00256*(V)^2*I*Kh*Kht*Kd 45.00 psf Khcc Comp & Clad: Table 6-3 Case 1 0.96 -18.68 Qhcc 1.00256 *VA 2*1*Khcc*Kht*Kd 45.00psf -26.26 Wall Pressure Coefficients, Cp Surface I C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 Roof Pressure Coefficients, Cp Roof Area (sq. ft.) - Reduction Factor 1.00 Calculations for Wind Normal to 65 ft Face Cp Pressure (psf) Additional Runs may be req'd for other wind directions +GCpi -GCpi Leeward Walls (Wind Dir Normal to 65 ft wall) -0.50 -27.23 -11.03 Leeward Walls (Wind Dir Normal to 50 ft wall) -0.44 -24.93 -8.73 Side Walls -0.70 -34.88 -18.68 Roof - Wind Normal to Ride Theta -10 - for Wind Normal to 65 ft face Windward - Min Cp -0.47 -26.26 -10.06 Windward - Max Cp -0.03 -9.12 7.08 Leeward Normal to Ridge -0.57 -29.83 -13.63 Overhang Top (Windward) -0.47 -18.16 -18.16 Overhang Top (Leeward) -0.57 -21.73 -21.73 Overhang Bottom (Applicable on Windward only) 0.80 48.08 48.08 Roof - Wind Parallel to Ride All Theta - for Wind Normal to 50 ft face Dist from Windward Edge: 0 ft to 46 ft - Max Cp -0.18 -14.99 1.22 Dist from Windward Edge: 0 ft to 11.5 ft - Min Cp -0.90 -42.53 -26.33 Dist from Windward Edge: 11.5 ft to 23 ft - Min Cp -0.90 -42.53 -26.33 Dist from Windward Edge: 23 ft to 46 ft - Min Cp -0.50 -27.23 -11.03 Dist from Windward Edge: > 46 ft -0.30 -19.58 -3.38 * Horizontal distance from windward edge Figure 6-10 - External Pressure Coefficients, GCP Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 61WPOW, Kh = 2.01*(Ht/zg)^(2/Alpha) = 0.96 Kht = Topographic factor (Fig 6-2) = 1.00 Qh = 0.00256*(V)^2*lmpFac*Kh*Kht*Kd = 45.00 Theta = Angle of Roof = 18.4 Deg Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 3 of 5 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... Detailed Wind Ld'ad Desig4tlVlet6d 2�' er) SCE 7-10 . ......... Transverse Direction LongitudinalDirection Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh (Ps Min P s Max P ps 1 0.52 0.18 -0.18 72.82 24.48 50.69 2 -0.69 0.18 -0.18 72.82 -63.35 -37.14 3 -0.47 0.18 -0.18 72.82 -47.21 -20.99 4 -0.42 0.18 -0.18 72.82 -43.33 -17.12 5 -0.45 0.18 -0.18 72.82 -45.88 -19.66 6 -0.45 0.18 -0.18 72.82 -45.88 -19.66 1 E 0.78 0.18 -0.18 72.82 43.67 69.89 2E -0.54 0.18 -0.18 72.82 -52.43 -26.21 3E -0.51 0.18 -0.18 72.82 -50.25 -24.03 4E 1 -0.62 1 0.18 1 -0.18 1 72.82 1 -58.08 -31.87 . p = qh x (G(;pt - GGpl) Figure 6-11 - External Pressure Coefficients, GCP Loads on Components and Cladding for Buildings w/ Ht - 60 ft a it P;nnpr] R nn r 1APIP-1411 6'] Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 4 of 5 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com . • •.• . . • .•. • . . • . . . . • . • • %: • • • • ••• • • • • Detailed Wind Load Desig;ltr E?t6d 21�er•ASCE 7-10 Hipped Roof . ......... Double Click on any data entry line to receive a help Screen Component Width (ft) Span (ft) Area (ft^2) Zone GCp IVInd Press (Ib/ft^ Max Min Max Min 1. (3) DOORS 3.3 6.7 22.11 4 0.94 -1.04 50.36 -54.86 2. (2) DOORS 3.1 6.7 20.77 5 0.94 -1.29 50.58 -66.05 3. DOOR 3.1 7 21.70 4 0.94 -1.04 50.43 -54.93 4. WINDOW 1.3 3 3.90 4 1.00 -1.10 53.10 -57.60 5. DOOR 2.9 7 20.30 4 0.95 -1.05 50.66 -55:16 6.WINDOW 1.3 3 3.90 4 1.00 -1.10 53.10 -57.60 7. DOOR 2.9 7 20.30 4 0.95 -1.05 50.66 -55.16 8. (2) WINDOW 3 4 12.00 4 0.99 -1.09 52.47 1 -56.97 9. DOOR 3.1 7 21.70 4 0.94 -1.04 50.43 1 -54.93 10 (2) DOORS 3 6.7 20.10 5 0.95 -1.29 50.69 -66.28 11. (3) DOORS 3.3 6.7 22.11 4 0.94 -1.04 50.36 -54.86 12. (2) DOORS 3.1 6.7 20.77 5 0.94 -1.29 50.58 -66.05 13.WINDOW 3 3 9.00 4 1.00 -1.10 53.10 -57.60 14. WINDOW 3 3 9.00 4 1.00 -1.10 53.10 -57.60 15. (2) WINDOWS 3 3 9.00 5 1.00 -1.40 53.10 -71.10 16. WINDOW 3 2 6.00 4 1.00 -1.10 53.10 -57.60 17. WINDOW 3 2 6.00 4 1.00 -1.10 53.10 -57.60 18. WINDOW 3 3 9.00 4 1.00 -1.10 53.10 -57.60 19. WINDOW 3 2 6.00 4 1.00 -1.10 53.10 -57.60 20.(2) WINDOWS 3 3 9.00 5 1.00 -1.40 53.10 -71.10 28.((2) WINDOWS 3 6.1 18.30 4 0.95 -1.05 51.01 -55.51 29.(2) WINDOWS 3 6.1 18.30 4 0.95 -1.05 51.01 -55.51 30 DOOR 3 6.7 20.10 4 0.95 -1.05 50.69 -55.19 31. WINDOW 1.3 _ 3 3.90 4 1.00 1 -1.10 53.10 -57.60 32. DOOR 3 6.7 20.10 4 0.95 -1.05 50.69 -55.19 33. WINDOW 1.3 3 3.90 4 1.00 -1.10 53.10 -57.60 34. DOOR 3 6.7 20.10 4 0.95 -1.05 50.69 -55.19 35 (2) WINDOWS 3 4 12.00 4 0.99 -1.09 52.47 -56.97 36. DOOR 3 6.7 20.10 4 0.95 -1.05 50.69 -55.19 37. 2) DOORS 3.1 6.1 18.91 5 0.95 -1.30 50.90 -66.70 38. (2) DOORS 3 6.1 18.30 4 0.95 -1.05 51.01 -55.51 39. (2) DOORS 3.2 6.1 19.52 5 0.95 -1.30 50.79 -66.48 40.(2) WINDOWS 3 3 9.00 4 1.00 -1.10 53.10 -57.60 41. (2) WINDOWS 3 3 9.00 4 1.00 -1.10 53.10 -57.60 42. (2) WINDOWS 3 3 9.00 5 1.00 -1.40 53.10 -71.10 43. WINDOW 3 3 9.00 4 1.00 -1.10 53.10 -57.60 44. WINDOW 3 3 9.00 4 1:60a-1.10 53.10 -57.60 45. WINDOW 3 3 9.00 4 1.00 -1.10 53.10 -57.60 46. WINDOW 3 3 9.00 4 1.00 -1.10 53.10 -57.60 47.(2) WINDOWS 3 3 9.00 4 1.00 1 -1.10 53.10 -57.60 48. (1) WINDOW 3 3 9.00 4 1.00 -1.10 53.10 -57.60 49. (WINDOW 3 3 9.00 4 1.00 -1.10 53.10 -57.60 50. WINDOW 3.2 3.1 9.92 5 1.00 -1.40 53.10 -71.10 Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com 5/2/2019 Page No. 5 of 5 . ... . . ... %.. %.. . . . . . . . . . . . . ... . . . . .. . MIAMI•DADE . •.. • • . • MIAMI-DADE COUNTY ... .... .. .. S • • • • . • • . • • • PRODUCT CONTROL SECTION DEPARTMENT OF REGULA'FORY" EGJNONkC RFOURCIA (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINIS'fRATfON DIMOV 0 "' " T(786)315-2590 F(786)315-2599 NOTICE OF ACC TANCE NOA www.miamidade.eov/economy / 4 PGT Industries, Inc.r '% 1070 Technology Drive North Venice FL 34275 : • �� : �. l� I (� �I ���f✓ . 1. , c ! l b y r `L LL SCOPE: t�2 r w bl 9f, This NOA is being issued under the applicable rules and regulations govking the use of constructionel01%3 `c materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RE] / Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority 31 q FJ Having Jurisdiction (AHJ). J �cw This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Controlf `l J Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right �� Al 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. RE -- reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "HR7710A" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an 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 pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0627.01 MIAMI-DADE COUNTY Expiration Date: August 23, 2023 Y19/1 ApprovalDate: August23,2018 7 '� Page 1 . . ... . . . ... .... . .. %.. . . . . . . . . . . . . . ... . . . . .. . PGT Industries, Inc. ..0 • • • • NOTIC>� 9 4caP:TANc.E-.: V VIDENCE SUBMITTED . . ... ... ... .. A. DRAWINGS 0 0, 0 0 0 0 0 0 0 9 1. Manufacturer%die:df4ti4g!:a4d:,,pctitVis. 2. Drawing No.. 7'hM0;4:1,: Ttl& "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, 000 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 with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega, 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 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 06/18/18 and updated on 07/25/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). _�� onle"', ManuelVeroz, P.E. Product Contr miner NOA N627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . PGT Industries, Inc. NOTICE bli�CCi11TA:VGE!': iVIDENCE SUBMITTED • • • • . • •.• 0:0 0:0 •• E. MATERIAL CERTIF'JC�A.TIQNI 1. Notice of AdtcptU4e:Nb.:Ij-Xt14Aj issued to Kuraray America, Inc. for their "Trosifol® Ultra@*I&Atow and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 611 Edition (2017), dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, RE G. OTHERS 1. None. E-2 Manuel Pe ez P.E. Product Control fxjAiner NOA No. 1"- 627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 i) THIS PRODUCT HAS BE D TO COMPLY WITH THE REQUIREMENTS OF THE R ANCHOR FLORIDA BUILDING CODE, INCLUDING THE HIGH VEL SEE TABLE 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE 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. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS OV ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" H THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT, SILL ANCHORS MUST BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS SEE WEE PER ASTM El300. NOTES THIS WATER TEST PRESSURE STRUCTURAL & CYCLE NTITIES, B S 12-14 23" O.C. A 76' EIGHTL AS 69" SASH FIXED 75" VISIBLE VISIBLE BUCK LIGHT / LIGHT / HEIGHT 34-3/8" SASH 34-318" FIXED VISIBLE VISIBLE LIGHT LIGHT WEEP 75" BUCK WIDTH 'SS B. POSITIVE DESIGN LOADS BASED ON TESTING AND GLASS PER ASTM E1300. TY C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. — 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS FOR ANCHO CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN QUANTITIES, USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES 15-18 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) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION_ 10) REFERENCES: TEST REPORTS FTL 18-7891 & 18-7891.01; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NOS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. TABLE 1' Glass Type Dewription (Listed from Exterior to Interior) DP Table # Anchor Table # XO / OX XOX XO/0X XOX STD HD STD STD HD STD 1 1f8"AN, .090" PVB, 1/8" AN 2 A GLASS TYPES TABLE... ........................ 12 - 15 2 118" HS, .090" PVB, 118" HS 3 j 2-11. IT MUST EQUAL OR EXCEED THE DESIGN 12 - 163 FIXE FIXED 3116"AN, .090"PVB, 3/16" AN 3 CORNER ASSEMBLY ............................ 12 OVERALL 164 4) INSTALL AS PER SHEET 15 FOR FLAWGE • 13/16'LIG: 1/8"AN CAP, AIRSPACE, 118" AN, .090" PVB, 1/B" AN 4 HEIGHT p 12 INSTALLATION. 155 000000 13116"LIG: 1/8"TP CAPAIRSPACE, 1/8" AN, .090" PVB, 178" AN 3 MAX. 12 BUCK 156 34" 13/16" LIG: 3116"AN CAP, AIRSPACE, 118"AN,.090" PVB, 118" AN Q7� B. POSITIVE DESIGN LOADS BASED ON TESTING AND GLASS PER ASTM E1300. TY C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. — 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS FOR ANCHO CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN QUANTITIES, USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES 15-18 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) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION_ 10) REFERENCES: TEST REPORTS FTL 18-7891 & 18-7891.01; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NOS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. TABLE 1' Glass Type Dewription (Listed from Exterior to Interior) DP Table # Anchor Table # XO / OX XOX XO/0X XOX STD HD STD STD HD STD 1 1f8"AN, .090" PVB, 1/8" AN 2 A GLASS TYPES TABLE... ........................ 12 - 15 2 118" HS, .090" PVB, 118" HS 3 j 2-11. IT MUST EQUAL OR EXCEED THE DESIGN 12 - 163 FIXE FIXED 3116"AN, .090"PVB, 3/16" AN 3 CORNER ASSEMBLY ............................ 12 OVERALL 164 4) INSTALL AS PER SHEET 15 FOR FLAWGE • 13/16'LIG: 1/8"AN CAP, AIRSPACE, 118" AN, .090" PVB, 1/B" AN 4 HEIGHT p 12 INSTALLATION. 155 000000 13116"LIG: 1/8"TP CAPAIRSPACE, 1/8" AN, .090" PVB, 178" AN 3 MAX. 12 BUCK 156 34" 13/16" LIG: 3116"AN CAP, AIRSPACE, 118"AN,.090" PVB, 118" AN 3 HEIGHT 12 L 167 •• •• 0000•• 13116' LIG: 3/16" TP CAP, AIRSPACE, 118"AN,.090" PVB, 1/8"AN 3 - 12 -168 LIGHT I _J 3116"AN,.090" SG, 3/16" AN 5 6 13 14 17 9 3/16" HS, .UW" SG, 3/16" HS 5 6 11 13 14 18 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5 6 10 13 14 LL O 11 1 "AN 13/16" LIG: 1!8" TP CAP, AIRSPACE, 3/18" AN, .090" SG, 3/ 6 5 6 10 13 14 12 13116" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 6 11 13 14 d18' 13 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/6' HS 5 6 11 13 14 14 13/16" LIG: 3116" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 6 11 13 14 15 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 6 11 13_ 14 SG= KURARAY SENTRYGLAS' INTERLAYER BY KURARAYAMERICA, INC PVB = KURARAY TROSIFOL' PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED FLANGE XO ELEVATION MAX. DIMENSIONS ALLOWED SHOWN 12" I22-12" O.C. _ O.C. DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, LARGE & SMALL MISSILE SEE TABLES 2-11 IMPACT RESISTANT 1) DETERMINE T 55-3/8" FIXED OPENING'S DESIGN PRESSURE REQUIREMENT VISIBLE LIGHT FROM ASCE 7. A GLASS TYPES TABLE... ........................ - 2) KNOWING YOUR GLAZING OPTION (TABLE 1), DESIGN PRESSURES ........................... WINDOW CONFIGURATION AND SIZE, DETERMINE C 56" j 2-11. IT MUST EQUAL OR EXCEED THE DESIGN INSTALLATION / ANCHOR SPECS__ PRESSURE REQUIREMENT FOR THE SASH FIXE FIXED 63" 5100-12 CORNER ASSEMBLY ............................ VISIBLE VISIBLE OVERALL 19 4) INSTALL AS PER SHEET 15 FOR FLAWGE • LIGHT / LIGHT HEIGHT INSTALLATION OR SHEET 17 FOR INTEGWY FIN • vm�p INSTALLATION. 1 9"MAX. 000000 62" NOTE: DESIGN PRESSURE RATING DETERMIRATION MAX. IS THE SAME PROCESS FOR ALL FRAHkt"?S• • BUCK) BUCK •O Z m '0 34" LD 8" X .300" WITH PLASTIC BAFFLE. • • • • HEIGHT 2) TW&EPHOLE LOCATED AT 4" FROM F?'GWG • SASH L so •• •• 0000•• > • VISIBLE W L LIGHT I _J J W LL 0 DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, LARGE & SMALL MISSILE SEE TABLES 2-11 IMPACT RESISTANT 12" O.C. • • • 1) DETERMINE T 55-3/8" FIXED OPENING'S DESIGN PRESSURE REQUIREMENT VISIBLE LIGHT FROM ASCE 7. A GLASS TYPES TABLE... ........................ - 2) KNOWING YOUR GLAZING OPTION (TABLE 1), DESIGN PRESSURES ........................... WINDOW CONFIGURATION AND SIZE, DETERMINE •ASTM E1300-09 YOUR WINDOWS DESIGN PRESSURE FROM TABLES j 2-11. IT MUST EQUAL OR EXCEED THE DESIGN INSTALLATION / ANCHOR SPECS__ PRESSURE REQUIREMENT FOR THE 22-1/2" WINDOW OPENING OBTAINED IN STEP 1. O.C. 5100-12 CORNER ASSEMBLY ............................ 3) DETERMINE THE ANCHOR QUANTITY FROM - TABLES 12-18. 19 4) INSTALL AS PER SHEET 15 FOR FLAWGE • " INSTALLATION, SHEET 16 FOR EQUAL WO • • ULLi0 (CAO ®� INSTALLATION OR SHEET 17 FOR INTEGWY FIN • vm�p INSTALLATION. 1 9"MAX. 000000 L(8-112" NOTE: DESIGN PRESSURE RATING DETERMIRATION MAX. IS THE SAME PROCESS FOR ALL FRAHkt"?S• • BUCK) (FLANGE, INTEGRAL FIN OR EQUAL LEG41g4 • •O Z m '0 WEEPHOLE NOTES: • • LD 8" X .300" WITH PLASTIC BAFFLE. • • • • U 2) TW&EPHOLE LOCATED AT 4" FROM F?'GWG • 3) 1 WEEP HOLE LOCATED UNDER EACH MEI•TING JAIL. so •• •• 0000•• 12" O.C. • • • 119" BUCK WIDTH SEE.17 FOR 120 INTEGRAL FIN ANCHORAGE TYPE TYP. FLANGE XOX ELEVATIO & SPACING MAX. DIMENSIONS ALLOWED SHOWN 1 22-1/2" O.C. 9'• fSEE WEEPHOLE �OTES, THIS SHEET a 55-3/8" FIXED •• Y VISIBLE LIGHT A CODES / STANDARDS USED: GLASS TYPES TABLE... ........................ B- 119" BUCK WIDTH SEE.17 FOR 120 INTEGRAL FIN ANCHORAGE TYPE TYP. FLANGE XOX ELEVATIO & SPACING MAX. DIMENSIONS ALLOWED SHOWN 1 22-1/2" O.C. 9'• fSEE WEEPHOLE �OTES, THIS SHEET Approved ae eomplyieg with the Florida Blddina Cock_ _ _ . . X � 0000 • • 5 ..................................1 � •• Y ELEVATIONS ......................................... A CODES / STANDARDS USED: GLASS TYPES TABLE... ........................ 1 •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION DESIGN PRESSURES ........................... 2-9 •ASTM E1300-09 ANCHOR QUANTITIES.. ............... 10-14 HANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION INSTALLATION / ANCHOR SPECS__ 15-17 INUM :ALUM•ALUMINUM DESIGN MANUAL, ADM -2015 EXTRUSION PROFILES.... 18 5100-12 CORNER ASSEMBLY ............................ 19 .A SC 360-10 PARTS LIST ............................................ 19 Approved ae eomplyieg with the Florida Blddina Cock_ _ _ . . X � 0000 • • •• • U � •• Y • LU > w a •} n• • i y a fitjQ Z •Z LL m x 7 r " •- ULLi0 (CAO ®� vm�p n - Z T � a Q °N ' LU A- log 02 jLc •O Z m '0 7s LD • U fE so W > • • • • W LL •00 _J J W LL 0 m N w w lacy = O Q � Z LL O Z< J O of U W Z d Q (9 111111111!/// ��Otk LYIVAI Pa •,.• �ICENSF •. ���% No. 58705 O STATE OF /�:'•41i T •. A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Design Pressure (lbs/ft2)for XO & OX Windows Glass Type: 1 Meeting Rail: Standardoso" PVB 1/8" AN GLASS -1/8" AN GLASS 24 30 12" NOM. GLASS BITE EXTERIOR 74 32 GLASS TYPE 1 22-118" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 37" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 49" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 61" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 67" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 74" +65.0 -65.0 +65 Q_ -65.0- -+65:0- --65 0 +65.0 -65.0 +63.3 -63.3 Overall Width Design Pressure (lbs/fe) for XO & OX Windows Glass Types: 2, 3, 6, 7 Meeting Rail: Standard rd 090" PVB APProved a complying 9itC 11m Ptorida tiding C 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 25" +65.0 -80.0 + .0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 3 +65.0 -80.0 65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 80.0 IIIJJJ lAb +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 67" 5.0 -80.0 + 0 +65.0 0 +65.0 -79.2' 74" _+0.0 0 +65.0 -80. +65.0 80: 65.072.2' -- JJ ITYCJ C, J,ORI C NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. 13/16" NOM. GLASS STACK AIRSPACE 090" PVB 1/8"TEMPERED 1//a AN GLASS „ R1B t2'NOM. GLASS BITE EXTERIOR 70-73 33 OR 33B GLASS TYPE 5 • •• • • 9000•• 3/16" AN GLASS 9999 .090" PVB • • •0•• 30AN GLASS •9•••• r 23O3/16"GLASSTYPE3 •• • •• 1/2" NOM. GLASS JI W * • • • EXTERIOR • • 64 • • • 32 • • • 13/16" NOW I GLASS STACK AIRSPACE • .090" PVB 3/16" AN OR TP GLASS I 1/8" AN GLASS 112* NOM. GLASS BITE EXTERIOR a GLASS TYPE 7 (TEMPERED) 1/8" HS GLASS 090" PVB APProved a complying 9itC 11m Ptorida tiding C 1/8" HS GLASS Date 30 24 NOA# 12"NOM. GLASS BITE EXTERIOR {(J 32 GLASS TYPE 2 13/16" NOM. GLASS STACK AIRSPACE 090" PVB 1/8"TEMPERED 1//a AN GLASS „ R1B t2'NOM. GLASS BITE EXTERIOR 70-73 33 OR 33B GLASS TYPE 5 • •• • • 9000•• 3/16" AN GLASS 9999 .090" PVB • • •0•• 30AN GLASS •9•••• r 23O3/16"GLASSTYPE3 •• • •• 1/2" NOM. GLASS JI W * • • • EXTERIOR • • 64 • • • 32 • • • 13/16" NOW I GLASS STACK AIRSPACE • .090" PVB 3/16" AN OR TP GLASS I 1/8" AN GLASS 112* NOM. GLASS BITE EXTERIOR a GLASS TYPE 7 (TEMPERED) vLY ��.. •' \)CENSE'•. �.; N0.58705 0 WSTATO� 4� ��CC •' Fi0RIOP. '' \lk ' SSyONAL EAG '//IIIIII\\\\ A LYNN MILLER, P.E. P.E.# 58705 APProved a complying 9itC 11m Ptorida tiding C Date I� NOA# 1HIaW D c Pt'od1tM C 1 {(J • • •• • U db442 • a t • • o y� r Dp O IIIJJJ lAb � • h • 40 •0 ' 9 O arc •O g• AkA m I w o o_ •Z co m s `off U rwbo®� W Z 'It ~ ¢ Q un.ueip oN Ak •i•��i• a •a Z rn a iF `^ • U W J •-a _j m � r IL O • • • 000 O F N m w s = 0_ O (n laa4S 1n a 0- a o o n Z Z w U � � n J W = Q1 swap s vas vLY ��.. •' \)CENSE'•. �.; N0.58705 0 WSTATO� 4� ��CC •' Fi0RIOP. '' \lk ' SSyONAL EAG '//IIIIII\\\\ A LYNN MILLER, P.E. P.E.# 58705 Overall Width Design Pressure (lbs/f2) for XO & OX Windows Glass Type: 4 Meeting Rail: Standard ♦pprovzd ae mmptyiag WUh 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 74" +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -77.1 +64.9 -64.9 Overall Width Design Pressure lbs/ftz for XO & OX Windows g ( ) Glass Types: 8 taro 15 Meeting Rail: Standard ♦pprovzd ae mmptyiag WUh 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 a� +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 167" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 ,. . . +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9' U Ua d +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7` • • +80.0 110.0 +80.0 -110.0 1 +80.0 -110.0 1 +80.0 -110.0 +80.0 -90.0` NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 13/16" NOM. GLASS STACK AIRSPACE-.-0901,PV8 1/8" AN GLASS--. 118" AN GLASS 12"NOM, GLASS BITE EXTERIOR a 7i 33A OR 33B GLASS TYPE 4 3/16" AN OR HS GLASS .090" SG_ 3116 AN OR 30 HSi GLASS GLASS BITE EXTERIOR a GLASS TYPE 9 (HEAT STRENGTHENED) 13116" NOM. GLASS STACK AIRSPACE 090" SG 118" AN OR TP GLASS 116" HS GLASS vrt 1/2"NOM. GLASS BITE GLASS TYPES 8 - 15 RIOR EXTE MAY NOT BE USED a WITH INTEGRAL FIN •FRAMES @OR 313 70-73 GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) 13/16" NOM. I�--'I-- GLASS STACK AIRSPACE090" SG 3/16" AN OR ki TP GLASS 116" HS GLASS ^ 12"NOM. GLASS BITE EXTERIOR ' a GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) ♦pprovzd ae mmptyiag WUh U! 0000•• • L GLASS SJACg • AIRSPACE.090" 96 • 0000 1/8" AN OR • • • • • TP GLASS • s•••• 0000•• 3116" ANWA 31 • 0 •0• • • •• •LU U 31 a� • 7AW •• w�N 1 A OR 1B 12" NdM. • • r GLASSRITE • EXTERIOR O 0 • a ,. . . :(D 89 a � 33 OR 338 70-73 GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) 13/16" NOM. I�--'I-- GLASS STACK AIRSPACE090" SG 3/16" AN OR ki TP GLASS 116" HS GLASS ^ 12"NOM. GLASS BITE EXTERIOR ' a GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) \11111... 10// ` ONY LYN/b '' ��•'•VIGENgF M * No.58705 TATE OF / (44/V /;5101 NAL 01.. A. LYNN MILLER, P.E. P.E.# 58705 ♦pprovzd ae mmptyiag WUh U! Florida�IdDate VOA#miaml • • • • • s•••• 0000•• 0 •0• • • •• •LU U a� • > w�N • On • h w r •o • i haa�yji O 0 1 M 0 :(D 89 a � ` W O •Z •7 Tz U Ua d LU Z 60 r LW 0 • W •. •��we Iar fn • • •0 Z Q7 O • U W _I J m • IL • • 0 ••• JO Q O LU C7 m O Un +aays = Un LU g Q O a o Z Z t- ¢ LD r U Of J 111 = Q D ai!!1 '�sa4 sa1a5 \11111... 10// ` ONY LYN/b '' ��•'•VIGENgF M * No.58705 TATE OF / (44/V /;5101 NAL 01.. A. LYNN MILLER, P.E. P.E.# 58705 TABLE 6: Design Pressure (Ibslft2) for XO & OX Windows Glass Types: 8 thru 15 Meeting Rail: Heavy -Duty lbs 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Ovarall Hgt. +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 $76" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 J 4 GLASS TYPES 8 - 15 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 MAY NOT BE USED +g0.0 -109.8` +80.0 -110.0 +80.0 -110.0 WITH INTEGRAL FIN -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.8` '-110.0 FOR GLASS TYPE78_7,8', 0 FRAMES U) laa4$ = j O = In W (Y Q Z_ Z n w U J CO W 13/16" NOM. GLASS STACK 13/16" NOM. GLASS STACK 13/16" NOM. • • • • • • GLASS STACK • 0 'asap 3/16" AN OR AIRSPACE 0901, SG AIRSPACE _-090" SG AIRSPACE- 0000•• .090"SG -��-HS GLASS 1/8" AN OR 1l8" AN OR 3/16" AN OR 6000 .090" SG 3/16" AN OR TP GLASS 3/16" AN GLASS TP GLASS ` 1/8" HS GLASS TP GLASS1�1 1/8" HS GLASS • • 30 HSGLAIS 31 • 74 31 74 31 • • • • 74 � 0000•• f • • 23 12" NOM. 1, OR 1 B 1/2" NOM. Q`1 /�'OR 1 B 12" NOM. 1�OR 1 B 12^ NOM. • • • • GLASS BITE GLASS BITE GLASS BITE GLASS BITE • • • • • • EXTERIOR EXTERIOR EXTERIOR EXTERIOR • • • a a a � a 74 32 33 OR 38 70-73 70-73 33,OR338 33A OR 338 70-73 • •' • GLASS TYPE 8 GLASS TYPE 10 (ANNEALED) GLASS TYPE 12_(ANNEALED) •• • GLASS TYPE 14 (ANNEALED) GLASS TYPE 9 GLASS TYPE 11 (TEMPERED) ' GLASS TYPE 13 (TEMPERED) GLASS TYPE 15 (TEMPERED) NOTES: \ 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. Overall Width Design Pressure (Ibslft2) for XO & OX Windows Glass Types: 8 thru 15 Meeting Rail: Heavy -Duty lbs 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Ovarall Hgt. +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 $76" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 J 4 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -109.8` +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.8` <)NY LYNN `���`.•'\_IGEN,gF N0.58705 _- A. LYNN MILLER, P.E. P.E.# 58705 ♦ppm.d a - Mplying with lbs no`ide B 'ding Code Date yyy �� YOhN Mimi Product 1 t_ 0 0000 • u0.0• Y 0000•• 0 •00 • • ti W • E Y • j w 4 11 Goo • �o o O US � ti �•• �� a � (7 N z N a bZ'• • " z J'CD • mRD Z + o Z�cop S� I 0'6o ® J n t� Z � � < J 4 uM • • N i� � • `7�a r • • 0• J W J Q i1 O 0000 tr LU v U) laa4$ = j O = In W (Y Q Z_ Z n w U J CO W = Q apil 0 'asap s i�a5 <)NY LYNN `���`.•'\_IGEN,gF N0.58705 _- A. LYNN MILLER, P.E. P.E.# 58705 TABLE 7 sash Configuration Sash Width Range (in) 21-1/8" +60.0 Design Pressure Overall Hgt. -60.0 29" Overall +60.0 (Ibs/ft2) Hgt. -60.0 for XO 7" Overall Hgt -60.0 'ndows 49" Oeeral +60.0 t. -60.0 Glass 55" Overall +60.0 Types: Hgt. -60.0 1, a, 5 ndard 63" 1,erall +60.0 Hgt. -60.0 O 12.038 - 12.052 44" �/3 �/3-1/s 12.053 - 15.008 +60.0 -60.0 +60.0 -60.0 +60.0 X0.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 •� W M c �� V• 'a (A Z 12.038 - 13.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.D +60.0 -60.0 +60.0 -60.0 49" 1/3-�/3-�/3 13.303 - 16.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 090" PVB 118" AN GLASS Z_ �/a-�z-�/a 12.038 - 14.333 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 1/8" AN GLASS +60.0 -60.0 +60.0 -60.0 53-1/8" �/a-1/3 1/3 14.334 - 18.050 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 X0.0 +60.0 -60.0 +60.0 -60.0 �a-�/z-�/a 12.038 - 16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 30 -60.0 61" 1/3-1/3-%3 16.303 - 20.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 24 1 12.038 - 20.052 +60.0 -60.0 +60.0 -60.0 +60.0 �).0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 76" custom 2D.053 - 22.185 1/2" NOM. -60.0 +60.0 -60.0 +60.0 .0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3 x/3-1/3 22.186 - 25.675 +60.0 -60.0 GLASS BITE -60.0 +60.0 .0 +60.0 -60.0 +60.0 -60.0 +60.0 X0.0 �/q-�/2-% - 24.082 +60.0 -60.0 +60.0 EXTERIOR +60.0 -605.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 92-1/8" custom 24.083 - 26.185 +60.0 -60.0 +60.0 -60.0 +60.0 a +60.0 -60.0 +60.0 X0.0 +57.8 -57.8 �/a-�/3 �/3 26.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +6Q,0 -60.0 +60.0 -60.0 74 -60.0 +60.0 -60.0 �q_�_'/q " -25.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9' 32 +48.7 X8.7 97" custom 25.303 - 27.185 +60.0 -60.0 +60.0 -60.0 +60.� X0.0 +60.0 -60.0 +60.0 X0.0 +55.5 GLAS=TYPE1 custom 27.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +6 +60.0 -60.0 +60.0 -60.0 +58.6 -58.6 �a-�z-�/a • +60.0 -60.0 +60. - O.d 0.0 =60.0 + .2 -58.2 +53.9 -53.9 +48.7 X8.7 109" custom 28.303 - 29.185 +60.0 • • • +60.0 -60.0 + 0.0 -60.0 +59.8,, -59.6 +51.3 -51.3 custom 29.186 - 31.038 +60.0 X0.0 +60.0 13116" NOM.* • • +60.0 -60.0 +60.0 -60.0 +60.0 � -60.0 +52.5 -52.5 120" �/a-�/2-�a -31.0381 +60.0 -60.0 +60.0 -60 0 _ +60. GLASS ST41 JK, • • • +58.2 - +53.9 -53.9 8.7 -46.7 AIRSPACE .090" PVE1 0 so• 1/8" AN GLASS 1/8" AN GLA919 • • 31 • 74 •••• •••••• 1 OR 16 1f2 "NOM • • • • • GLASS BITE EXTERIOR -� • • • • • • a• • 3 oR 36 70-73 • GLASS TYPE 4 • • • •• • _ 13/16" NOM. ��-�I GLASS STACK AIRSPACE .090"PV13 . SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH -57.924_ 1/8"TP i GLASS --�' 1/8"AN "MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 31 GLASS 74 1�OR 16 1/2" NOM. GLASS BITE EXTERIOR a 33 OR 38 70-73 GLASS TYPE 5 NOTES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN, FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. Overall Width sash Configuration Sash Width Range (in) 21-1/8" +60.0 Design Pressure Overall Hgt. -60.0 29" Overall +60.0 (Ibs/ft2) Hgt. -60.0 for XO 7" Overall Hgt -60.0 'ndows 49" Oeeral +60.0 t. -60.0 Glass 55" Overall +60.0 Types: Hgt. -60.0 1, a, 5 ndard 63" 1,erall +60.0 Hgt. -60.0 O 12.038 - 12.052 44" �/3 �/3-1/s 12.053 - 15.008 +60.0 -60.0 +60.0 -60.0 +60.0 X0.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 •� W M c �� V• 'a (A Z 12.038 - 13.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.D +60.0 -60.0 +60.0 -60.0 49" 1/3-�/3-�/3 13.303 - 16.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Z_ �/a-�z-�/a 12.038 - 14.333 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 X0.0 +60.0 -60.0 +60.0 -60.0 53-1/8" �/a-1/3 1/3 14.334 - 18.050 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 X0.0 +60.0 -60.0 +60.0 -60.0 �a-�/z-�/a 12.038 - 16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 61" 1/3-1/3-%3 16.303 - 20.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 �/q-�/ �/q 12.038 - 20.052 +60.0 -60.0 +60.0 -60.0 +60.0 �).0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 76" custom 2D.053 - 22.185 +60.0 -60.0 +60.0 -60.0 +60.0 .0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3 x/3-1/3 22.186 - 25.675 +60.0 -60.0 +60.0 -60.0 +60.0 .0 +60.0 -60.0 +60.0 -60.0 +60.0 X0.0 �/q-�/2-% - 24.082 +60.0 -60.0 +60.0 -60.0 +60.0 -605.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 92-1/8" custom 24.083 - 26.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 X0.0 +57.8 -57.8 �/a-�/3 �/3 26.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +6Q,0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 �q_�_'/q " -25.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9' -53.9 +48.7 X8.7 97" custom 25.303 - 27.185 +60.0 -60.0 +60.0 -60.0 +60.� X0.0 +60.0 -60.0 +60.0 X0.0 +55.5 -55.5 custom 27.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +6 +60.0 -60.0 +60.0 -60.0 +58.6 -58.6 �a-�z-�/a - 28.302 +60.0 -60.0 +60. - O.d 0.0 =60.0 + .2 -58.2 +53.9 -53.9 +48.7 X8.7 109" custom 28.303 - 29.185 +60.0 -60.0 +60.0 -60.0 + 0.0 -60.0 +59.8,, -59.6 +51.3 -51.3 custom 29.186 - 31.038 +60.0 X0.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 � -60.0 +52.5 -52.5 120" �/a-�/2-�a -31.0381 +60.0 -60.0 +60.0 -60 0 _ +60. +58.2 - +53.9 -53.9 8.7 -46.7 •• • b 1 • so.* • • • N Q ('• ��• nab • �� q V i N �• O Om a� o Jb m � Z o �W R •d • ®� -i o uM o •• •� W M c �� V• 'a (A Z a U W W J J J M F LL O Lu " 'b x G_ O 1n laays 2 w < o Q. 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P.E.# 58705 TABLE 8: Sash Configuration Wldth Range (in) Design Pressure (Ibs/ft2) for XOX Windows Glass Types: 2, 3 Meeting Rail: Standard 21-118" Oeerall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. aa° �/a-�/i �/a 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/s-�/s-�/s 12.053 - 15.008 +65.0 �•�1/8" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 12.038 - 13.302 +65.0 -80.0 HS GLASS .090" PVB -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 II 1/8•• HS GLASS 13.303 - 16.675 +65.D -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1l8" �/a-�/z-�/a 30 za +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/3-�/3-�/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" �/a=�/2-�/a 12.038 - 16.302 +65.0 112" NOM +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y3 -1/3-Y3 16.303 - 20.675 +65.0 -80.0 GLASS BITE -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/a-�z-�/a 12.038 - 20.052 +65.0 -80.0 +65.0 EXTERIOR +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 a -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/3 �/a-�/a 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 74 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 �/4_�Z �/4 `* -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 92-118" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 32 GLASS TYPE 2 +65.0 -80.0 +65.0 -80.0 �/a-�/3 �/a 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/a-%Z �/a '* - 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 • • • +65.0 -80.0 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 •• • -80.0 1/3-1/3-1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/a-�/2-�/a - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 3/16" AN GLA" • • • • custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/4 �/2_�4 .090'PVB •••••• +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 113-5/8" custom 29.464 - 33.185 3/16" AN GLASS -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/a-�� �/s 33.186 -38.222 +65.0 30 • • • • +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 �/a-%2_x/4 '* - 31.052 +65.0 X0.0 • • r -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 X0.0 +65.0 -80.0 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 23 .... +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 12" NOM. • • • • • • -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS BITE • • EXTERIOR • • • • a...... 74 • • • • • 32 GLASS TYPE 3 • • •• • "MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH -58.556 2 --MIN. SASH WIDTH (FIN & EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556_ 2 NOTES. 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. Oeerall Width Sash Configuration Wldth Range (in) Design Pressure (Ibs/ft2) for XOX Windows Glass Types: 2, 3 Meeting Rail: Standard 21-118" Oeerall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. aa° �/a-�/i �/a 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/s-�/s-�/s 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/ �/r%3 13.303 - 16.675 +65.D -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1l8" �/a-�/z-�/a 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/3-�/3-�/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" �/a=�/2-�/a 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y3 -1/3-Y3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/a-�z-�/a 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/3 �/a-�/a 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 �/4_�Z �/4 `* -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 92-118" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/a-�/3 �/a 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/a-%Z �/a '* - 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/a-�/2-�/a - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/4 �/2_�4 '* -29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/a-�� �/s 33.186 -38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 �/a-%2_x/4 '* - 31.052 +65.0 X0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 X0.0 +65.0 -80.0 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 i .. w � ,aa O i y • �• J M az Z 0 _,bo _' uZ �•L• A� J mop N Zv �¢ •• a •o jM rc Ce • .• F_0% 0_ W O) W J 00 J m LL 0 ¢ 0 L iY 0 V) laays = W o Z) d o _Z Z i, - (D w g zi Fn v J W = ¢ 0 auu �asa0 s ,.eS Otv LYNN � ���•'•UCENyF.•%l i * No. 58705 7 S 4�` Oma'. 5 ATE OF (v Cc F<•ORIOP•..•G��\: ' "//,/ON ALfill A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Sash Width Range In 9 l�) Design Pressure (Ibs/ft2) for XOX Windows Glass Types: 6, 7 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. (n •� y, -y2 -l/, 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 J •J• Y3-1/3 1/3 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4_1/ '/ 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" Y3-1/3-1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 y4 -y2 -y4 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1/8" 1/3-1/3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" Y4_1/ 1/4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3 Y3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4_1/?/4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.98 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0- 80.01/31/3-1/3 1/3-1/3-1/3 22.186 - 25.675 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/2-1/4 " -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 92-1/8" custom 4.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 !26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4_1/2_Y4 "' -25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 1/3-1/3-Y3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Ya 1/z--1/4 -28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 109" custom 28.303 -30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 1/3-1/3-1/3 30.186 -36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 1/4_1/2_Y4 -29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.58 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 1/3-1/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y4_1/2 '/ -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 474.1^ A0761.93 120" custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 •' MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58,556 2 MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES:_ 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. -80.0 FOR GLASS TYPE 7 '-75.0 FOR GLASS TYPE 7 13/15" NOM. GLASS STACK AIRSPACE -\•-�--.090" PVB 3/16" AN OR - �I TP GLASS -'•i1/8" AN GLASS 111 A:'OR1B I 1r2" NOM. GLASS BrrE EXTERIOR �- -i) . •• 33 OR @_/ 38 70 GLASS TYPE 6A( NNEAIaEp� • • • GLASS TYPE 7 (TEMPERED)• •000•• 9000 • • 9999 60.09• •• •• 9999•• ••• d Y • 0 W • • ? • > • • w i�• (n •� "da W c • 0 • •*40• o co o••(i ap(j 00 O • •U) Q b 0 m w o Oeo �� ZyytLL�� 0�Vto J •J• 9n ®� Lu OD mo0 i qW0 0- • CD V• a t•a Z U) J J m r JO F F- p W n = O u) Im us = w a o o Z_ Z r w =' O J LU I= Q alai D sao s „as `\7111111111 f/// NY LYNN CE Ns� No. 58705 �7 Cis ''•R,/ ORION ` s'ON AL E�77 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 10' Sash Configuration Sash Width Range (in) y Design Pressure (Ibs/ft) for XOX Windows Glass Types: 8, 10, 11 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" �a 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 12.053 - 15.008 +g0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/a �/2_�a 12.038 - 13.302 +g0.0 -110.0 +80.0 3/16" AN GLASS +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 co �� x/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8" �a-�z-�/a 12.038 - 14.333 +80.0 090" SG +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 14.334 - 18.050 +80.0 -110.0 3/16" AN GLASS -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" �/a-�/z-�a 12.038 - 16.302 +g0.0 -110.0 +80.0 30 I 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +SD.O -110.0 1/3'1/3'1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �a-�/Z_�a 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 23 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 12- NOM. -110.0 +80.0 -110.0 +80.0 -110.0 1/3'1/3-1/3 22.186 - 25.675 +80.0 -110.0 +g0.0 -110.0 +g0.0 -110.0 +80.0 GLASS BITE +80.0 -110.0 +80.0 -110.0 �a-�/i-�a `* - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 EXTERIOR -101.0 +80.0 -90.5 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 a 174 +80.0 -105.2 1/3 1/3-1/a 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 1/a-�/z_�/a ** - 25.302 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -102.7 32 GLASS TYPE 8 1/3-1/3-Y3 27.186 - 32.675 +80.0 -110.0 +50.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98.9 �_�2_�/a •* -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -101.0 +80.0 -90.5 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 1/a-1/3 �/s 30.186 - 36.675 • • • -110.0 +80.0 -110.0 +SD.O -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -92.9 1/a_�/Z -29.4631 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 113-5l8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +g0.0 -94.1 1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +g0.0 L� 13/16" NOMP • • • • • +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -92.3 1/a-�/z-�/a *� - 31.052 +80.0 -110.0 +80.0 -110.0 GLASS STACK • -110.0 +80.0 -110.0 +g0.0 -101.0 +80.0 -90.5 120" custom 31.053 - 33.185 +g0.0 -110.0 +80.0 -110.0 +80.0 AIRSPACE .090" SG •••• +80.0 -110.0 +g0.0 -102.9 +80.0 -91.5 custom 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/8" AN OR • • • -110.0 +g0.0 -110.0 +80.0 -90.6 TP GLASS �'� 3/16" AN GLASS. • • 31 74••••- • • • • 1�OR 18 1/2" NOM. GLASS BITE * • • : • EXTERIOR ' a I • • 70-73 • • • 33 OR 338 • • • GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) GLASS TYPES MAY NOT BE USED WITH INTEGRAL FIN • FRAMES "' MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 - MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. Overall Width Sash Configuration Sash Width Range (in) y Design Pressure (Ibs/ft) for XOX Windows Glass Types: 8, 10, 11 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" �a 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 12.053 - 15.008 +g0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" 1/a �/2_�a 12.038 - 13.302 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 co �� x/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8" �a-�z-�/a 12.038 - 14.333 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" �/a-�/z-�a 12.038 - 16.302 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +SD.O -110.0 1/3'1/3'1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �a-�/Z_�a 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3'1/3-1/3 22.186 - 25.675 +80.0 -110.0 +g0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �a-�/i-�a `* - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 1/3 1/3-1/a 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 1/a-�/z_�/a ** - 25.302 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -102.7 1/3-1/3-Y3 27.186 - 32.675 +80.0 -110.0 +50.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98.9 �_�2_�/a •* -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -101.0 +80.0 -90.5 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 1/a-1/3 �/s 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +SD.O -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -92.9 1/a_�/Z -29.4631 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 113-5l8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +g0.0 -94.1 1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -92.3 1/a-�/z-�/a *� - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -101.0 +80.0 -90.5 120" custom 31.053 - 33.185 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -102.9 +80.0 -91.5 custom 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -90.6 • • • w• • 00 Te U) • � • •EE nay . y••• N'o aloo O tt�7 Z y K• v O _j a Lu 2* O •00 • J �B ®� I-IZ"r �< J 0 •• v •bn •� • a Z 0 t•0 0 z U � W JED 0 W J ¢ � O LU F O co l a45 < 2 LU a LL O Z a Z o r w O 0 r D J ami W O Sao = s ,as .��ONY LYNN/ , �'����� Q�•' LIGENSF * . No. 58705 7-C, AT ' C� •'•Fr 0R10 P. / \ NAL `IfIl 1,11f, I�\, A. LYNN MILLER, P.E. P.E.# 58705 TORI F 11 Overall Width Sash Configuration Wash Design In Range 9 (in) Pressure (lbs/fe) for XOX Windows Glass Types: 9, 12, 13, 14, 15 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1/a -1/z -1/a 12.038 - 12.052+80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 • 1/3-1/3-1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" Y4 -1/2-1/,Y4-1/2-1/,12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 o •• y 1/3-1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8" Ya -1/2 -Ya 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 14.334 - 18.050 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" Y41/-4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 x Y3-3-1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 o 1/41/2-Y4 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/a -1/z -%a `* -24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 92-1/8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-Y3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/a -1/z 1/4 -25.302 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/41/2-1/4 ** -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0' -110.0 +80.0 -110.0 +80.0 -110.0 1/3-3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/4_1-1/a -* -31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 -107.8 custom 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 1 +80.0 1 -110.0 MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.555- 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES' 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. IGLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES 11 •j--3116" HS GLASS 090" SG • 3116" HS GLASS 30 �OM 23 12" . GLASBITE EXTERIOR 74 32 GLASS TYPE 9 13116" NOW GLASS STACK• • • • • • AIRSPACE .090" SG • • • • • • 1/8" AN OR 0000 TP GLASS 1/8" HS GLAW • 31 74 21 OR 181/2" NOM. • • • • GLASS BITE EXTERIOR � • • • f • • 33A OR 3B 70.73 • • • • GLASS TYPE 12 (ANNEALED) • • • GLASS TYPE 13 (TEMPERED) 13116" NOM. GLASS STACK AIRSPACE 1 .090" SG 3/16" AN OR TP GLASS 1 1/8" HS GLASS tOR 1 B "E ERIOR f a I 3` OR �'I �-/ GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) \\\III I1111�1 ONY LYNN ' LICENSE No.58705� ATO � E� sORIDPI SIGNAL ENG ` 11/1111111\\ A. LYNN MILLER, P.E. P.E # 58705 ♦pprmed m mmplyi111gWW dw FloAda dd'mg o e Date ro.4# - I dllaml Dade P -t Con 1 • 0000 0000•• • ••• • x •• • •0006• •• • U w• •1 a! Y v, • o •• y �0 Of r_ii NO c-1 to•0 a U•o • ®� J -0 a o r z v =` W" 4 •• np? v• a T�q z o W J W J m 0 lL J F O W m x Of O ai ,aa4s 5 = W g a ¢ o Z) 0- o w Z_ � Z � r O J W = ar1,i sap s oa5 \\\III I1111�1 ONY LYNN ' LICENSE No.58705� ATO � E� sORIDPI SIGNAL ENG ` 11/1111111\\ A. LYNN MILLER, P.E. P.E # 58705 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: CLUSTER OF 3 2ANCHORS ANCHORS 4ANCHORS! 2 ANCHORS AT AT THE CENTEREDATTHE .THE SASH MEETING RAIL THE FIXED LITE ,IAMB 23" MAX. O.C. 9" MAX. __ • • ---- ----� r ---� •• • MAX •••••• / X O / • •••�l•• 22-V2" — MAX. O.C. • • • • MEETING RAIL • 0000 • REPEAT ANCHOR PATTERN AT SILL 000000 • • •• •• 12" MAX. O.C.71[7 —ice ---moi s° MAX. o.c. —� r— • • • • • • • 2 -ANCHOR 3 -ANCHOR CLUSTER DETAIL CLUSTER DETAIL Anchor Quantities for XO & OX Windows Glass Types: 8 thru 15 Meeting Rail: Standard Overall Width 22-1/8" Overall Hgt. Glass Types: 1 thru 7 49" Overall Hgt. Anchor Quantities for XO & OX Windows 63" Overall Hgt. Head & Sill @ I Head & Sill m Head & Sill -� E Head & Sill -> Meeting Rail: Standard Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" Head & Sill E C Head & Sill E Head & Sill cc E Head & Sill JmEj Head & Sill E 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 3=1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 3 1+C2+1 3 61" 1+C2+1 2 1+C2+1 2 3 1+C2+1 3 2 1+C2+1 1+C2+1 2 1+C2+1 2 3 1+C3+1' 3 74" 1+C2+1 2 1+C2+1 2 67" GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: CLUSTER OF 3 2ANCHORS ANCHORS 4ANCHORS! 2 ANCHORS AT AT THE CENTEREDATTHE .THE SASH MEETING RAIL THE FIXED LITE ,IAMB 23" MAX. O.C. 9" MAX. __ • • ---- ----� r ---� •• • MAX •••••• / X O / • •••�l•• 22-V2" — MAX. O.C. • • • • MEETING RAIL • 0000 • REPEAT ANCHOR PATTERN AT SILL 000000 • • •• •• 12" MAX. O.C.71[7 —ice ---moi s° MAX. o.c. —� r— • • • • • • • 2 -ANCHOR 3 -ANCHOR CLUSTER DETAIL CLUSTER DETAIL Anchor Quantities for XO & OX Windows Glass Types: 8 thru 15 Meeting Rail: Standard Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head & Sill @ I Head & Sill m Head & Sill -� E Head & Sill -> III Head &Sill 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 74" 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 4 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: CLUSTER OF 3 2ANCHORS ANCHORS 4ANCHORS! 2 ANCHORS AT AT THE CENTEREDATTHE .THE SASH MEETING RAIL THE FIXED LITE ,IAMB 23" MAX. O.C. 9" MAX. __ • • ---- ----� r ---� •• • MAX •••••• / X O / • •••�l•• 22-V2" — MAX. O.C. • • • • MEETING RAIL • 0000 • REPEAT ANCHOR PATTERN AT SILL 000000 • • •• •• 12" MAX. O.C.71[7 —ice ---moi s° MAX. o.c. —� r— • • • • • • • 2 -ANCHOR 3 -ANCHOR CLUSTER DETAIL CLUSTER DETAIL 4" MAX. O.C. -- r— a 4 -ANCHOR CLUSTER DETAIL NOTES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN, FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. `1111111111,, NY LYNN/ ,. �ICENSF �( * No.58705� = = D �;03 p� "ATE F'ORIOP..NG��� ONAL E 11�••` 'Or I n 111111 A. LYNN MILLER, P.E. P.E.# 58705 Glass Types: 8 thru 15 Anchor Quantities for XO & OX Windows Meeting Rail: Heavy -Duty Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Ovarall Hgt. 63" Overall Hgt. 76" Overall Hgt. Head & Sill E Head & Sill E Head & Sill EIII Head & Sill -� E Head & Sill E Head & Sill E 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C4+2 4 76" 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 4 2+C4+2 5 4" MAX. O.C. -- r— a 4 -ANCHOR CLUSTER DETAIL NOTES 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN, FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. `1111111111,, NY LYNN/ ,. �ICENSF �( * No.58705� = = D �;03 p� "ATE F'ORIOP..NG��� ONAL E 11�••` 'Or I n 111111 A. LYNN MILLER, P.E. P.E.# 58705 Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 1, 4, 5 Meeting Rail: Standard 21-1l8" O\e211 Hgt. 29" Overall Hgt. 1 37" Overall Hgt. 49" Overall Hgt. 1 55" Oeerall Hgt. 1 63" Overall Hgt. a a a a a a Head & Sill E Head & Sill -E1O, Head & Sill ' Head & Sill E Head & Sill ' Head & Sill M• 1/a -1/z-1/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 44,E �••� 12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/2-1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+62+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/a -1/a 1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4 -y2 -y4 12.038-14.333 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1l8" 1/3 �/3 �/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 " 1/4_1/2 1/4 12.038-16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61 1/3 �/3-1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Z Y4-1/2-1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 '/3-1/3-1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y4-1/2-ya ** -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-118" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/3 1/3_1/3 26.186 - 31.038 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a-yz -/a - -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 custom 27.186-31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/4_1/2-1% •• -28.302 1+C2+3+C2+1 2 j 1+C2+3+C2+1 2 1+C2+3+C2+1 2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 109" custom 28.303-29.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2+3+C2+1 E21+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 custom 29.186-31.038 1+C2 +3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+ ++ +1 3 1+C2+3+C2+1 3 120" 1/a-1/z-1� -31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 21+C2+3+C2+1 + +1 3 1+ + 1+C2+3+C2+1 3 - MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIUTH1=57.924 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 56.924 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE GUIDE TO USING ANCHOR QUANTITY TGRI rQ F(1R Yf1Y 12" MAX. O.C. -'- CLUSTER OF2 Y� CLUSTER OF2 3ANCHORS IMAX. ANCHORS ANCHORS INTHE CENTERED AT THE CENTERED AT THE JAMB MEETING RAIL 3 ANCHORS AT MEETING RAIL THE FIXED LITE 22-1/2"M1ANCHOR AT 9" 12" MAX. O.C. THE SASH � ----' ----� L_ X. O / X_ 71-�17/FETIN RAIL) REPEAT ANCHOR PATTERN AT SILL • 0000•• ONY.LYAIA/ No. 58705 O •' S7 TE d p� �� � . T r0 .�•��U, i �s �'�FCORIDN.. •'�\�� S�OIVAL �1I 111111\\\ A. LYNN MILLER, P.E. RE # 58705 AL 0 4"000. 7 w 0 M ryyn bi• M• p �o 0 0 10 • �• �� loc O••� U� N • Zw • �••� LL LL CD m z •�• 40 U0 am H W c7 H �N 'JMO > i u) O Z O rn Z W J W m IL ® m N H # F l.74S = O Q � O ¢ o 7 Z 0 n W � 2 U Z = J a¢1 < s vas ONY.LYAIA/ No. 58705 O •' S7 TE d p� �� � . T r0 .�•��U, i �s �'�FCORIDN.. •'�\�� S�OIVAL �1I 111111\\\ A. LYNN MILLER, P.E. RE # 58705 TARI P 1R Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows 21-1/8" Overall Hgt. 1 29" Overall Hgt. 1 37" Overall Hgt. 1 49" Overall Hgt. nn Head & Sill E Head & Sill E Head & Sill E Head & Sill Glass Types: 2, 3, 6, 7 Meeting Rail: Standard 55" Overall Hgt. 63" Overall Hgt. n E Head & Sill E Head & Sill E 44„ Y4_1/2_Y4Y4_1/2_Y412.036-12.052 � 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3 1/,1/, 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" �a-1/z 1/a 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %4 1/2-1/4 12.036-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" Y3-1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 21 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Ya 1/z -Ya 12.038-16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/3 x/3-%3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 1 3 1/a_1Y2%a 12.038-20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3 -/3 -/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/Q-1/2 %4 -- -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3 1/3 1/3 26.186 - 31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/a '/2 -Ya '" -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 Y3 -y3-1/3 27.186-32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/41/2 -Ya '- -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/3 1/3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/41/2 Y4 " -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 113-5/6" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1/31/31/3 33.186-38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/ ?/2%4 -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 120" custom 31.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 1 2 1+C2+3+C2+1 1 21 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 custom 33.186-38.222 1+C2+2+C2+1 121 1+C2+2+C2+1 1 21 1+C2+2+C2+1 1 21 1+C2+2+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 12" MAX. O.C. -� KF 2 -ANCHOR • • CLUSTER DETAIL • • • • 6" MAX. O.C. -+� • • • • • • • 3 -ANCHOR • • CLUSTER DETAIL • • • GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH -58.556_ 2 " MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 CLUSTER OF CLUSTER OF t3ANCHOR,'1 ANCHOR AT ANCHORS ANCHORS N THE CENTERED AT THE CENTERED AT THE THE SASH MEETING RAIL 3 ANCHORS AT MEETING RAIL JAMB THE FIXED LITE 22-112" MAX. O.C. �{ 1 ANCHOR AT 9" MAX. - j� - 12" MAX. O.C. THE SASH --� ----� r----� r---- r - NOTES 9" MAX. 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG / X / O X WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. MEETING RAIL RE PEAT ANCHOR PATTERN AT SILL 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. z •0. � w o • �0 } Z5 O•kn O � N n #D • z H O•j•••6� aloo (••Z •S V J O r LL Z ^'90 lU M•®'� 4 =CD J oN O 111 �. a U) `JMO O Z p Z J O W 03 F m LL O ® m � N } F N O 0 Z laays o Z O J a< Z ¢p 2 s iag * No.58705 -"°•��,�I Dry 0 STA •. TE OF / "t ORIDP ///'111111100\ ONAL IE 1 A. LYNN MILLER, P.E. P.E.# 58705 TABLE 17: Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: Meeting Rail: 8, 10, 11 Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. a Head & Sill Ej Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E THE SASH 3ANCHORSAT MEETING RAIL THE 1/a -1/z -1/a 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 O.C. THE SASH 1/3-1/3-1/3 12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/a -1/i 1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/a-1/2-1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" 1/4_1/2-1/4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/a-1/2_-1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 31 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1/a -1/i 1/4 - -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.063-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3 1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4 1/z-1/4 -" -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 1/3-y3-1/3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Y4_1/2 -1/a " -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-1/3-1/3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 Y4 -Y2 -1Y4 `" -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 113-5/8" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-y3-1/3 33.186 - 38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 1/4_1y y -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+ 3+3+C3+1 3 120" custom 131.053 -33.165 1+C2+3+C2+1 2 i+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 custom 133.186 -38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 121 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 312+ 3+3+C3+2 3 •' MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 •' MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C. -ice-►� n 2 -ANCHOR • • CLUSTER DETAIL • • • 6" MAX. O.C. • • 3 -ANCHOR • • CLUSTER DETAIL • • • IDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS ANCHORS J ANCHORS 1 ANCHOR AT CENTERED AT THE IN THE CENTERED AT THE IAMB THE SASH 3ANCHORSAT MEETING RAIL THE MEETING RAIL ....N!V �� pNY''/ FIXED LITE .•' VIGEN,gF . �(�� 22-712" MAX. O.C. - 1 ANCHOR AT 12" MAX O.C. THE SASH _ * ,' No. 58705 A - _ _J L____J L_ 9"MAX �� •' lo: 4ij ••, ATE X O X SOT F ✓L / S'ONAL MEETING RAIL REPEAT ANCHOR PATTERN AT SILL I.N``�� A. LYNN MILLER, P.E. P.E.# 58705 WidthConfiguration Overall Width Sash Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: Meeting Rail: 9. 12, 13, 14, 15 Standard 21-1/8" Oeerall Hgt. 29" Overall Hgt. 37 Overall Hgt. 49" Oeerall Hgt. 55" O%erall Hgt. 63" OWrall Hgt. a a a Head & Sill ' Head & Sill Head & Sill ' Head &Sill Head &Sill Head &Sill 44" �4_'/z-1/4 12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 22-1 /2" MAX. O.C. 1 ANCHOR AT 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49"/4-1/z 1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 MEETING RAIL) 1/3-1/3-1/3 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/4_1/2_1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3 �/3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 31 1+C2+1+C2+1 +C2+1+C2+1 3 61" �4-1/2-%4 12.038-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 1 3 1/3/3?/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 1 3 1/41/2 %4 12.038-20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 +1 3 JE 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 21+C2+2+C2+1 3 1+C3+2+C3+1 +1 3 % 1/3�/3 22.186 -25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21+C2+1+C2+1 3 1+C3+1+C3+1 1 3 1/4-1/2_Y4 -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 +C3+4+C3+i 3 92-1/8" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 26.186 -31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4_1/2_1/4 -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 97" custom 25.303 -27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-1/3-1/3 27.186-32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4_1/2_1/4 -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/3_1/3_1/3 30.186-36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 4_1/2_1/4 -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-5/8" custom 29.464 -33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/3_1/3-1/3 33.186-38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1/4_1/2 1/4 '• -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 j 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 120" custom 31.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 121 1+C2+3+C2+1 2 1+C3+4+C3+1 131 1+C3+4+C3+1 1 31 1+C4+4+C4+1 3 custom 33.186-38.222 2+C2+2+C2+2 121 2+C2+3+C2+2 1 21 2+C2+3+C2+2 2 2+C3+3+C3+2 1 3 1 2+C3+3+C3+2 1 31 2+C4+3+C4+2 4 " MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57_556 2 NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C. 2 -ANCHOR CLUSTER DETAIL 6" MAX. O.C. ��-- • • • • • as ••• • •••• 3 -ANCHOR • • • • CLUSTER DETAIL • • • • • • • 4" MAX. O.0 • •• • • 7l 4 -ANCHOR r`I I ICTrO r1CTAII GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX CLUSTER OF CLUSTER OF 3 ANCHORS ANCHORS ANCHORS ea o a, as LYNN ' ANCHOR T CENTER 1THE IN THE AT CM �`` ANY �i WINDOWS: SASH3ANCHORSAT MEET NG RAIL STING RAILRED JAMB `��'��.•••VICENSF/�l THE THE FIXED LITE 22-1 /2" MAX. O.C. 1 ANCHOR AT ;• No. 58705 9" MAX. i - 12" MAX. __l _� r____� r____ O.C. THE SASH r- 1 r = ��••. 9" MAX. ggOF TE <,ORIDOfflmP..••GN X O / X71 �N\` / /ZONAL MEETING RAIL) REPEAT ANCHOR PATTERN AT SILL A LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET EDGE DISTANCE —I . I OVERALL HEIGHT 1/4" MAX. SHIM EXTERIOR a INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4" MAX. SHIM f EMBEDMENT SEE TABLE _ NOTE B, FOR HEAD TYPE EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. \\12" LENGTH, CENTERED ,JABOVE SASH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. 6"LENGTH,CENTERED AT MEETING RAIL, ANCHORED WITH (4) SCREWS, (P# 60). SASH VISIBLE J LIGHT WIDTH — EXTERIOR OVERALLWIDTH — HORIZONTAL SECTION (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C -C (SHOWN WITH MONO. GLAZING) ONLY REQUIRED IF NOTES: OVERALL HEIGHT IS AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY OVER 63". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON EMBEDMENT AND EDGE TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION OPTION ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. OF THE WINDOW. EMBEDMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE DIRECTLY INTO CONCRETE/CMU. 19. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE 318" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. VERTICAL SECTION B -B WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X INSTALLATION OPTION 3 I EDGE TYP. ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET, �I I-� DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN INSTALLATION OPTION DISTANCE PER SUBSTRATE, SEE TABLE 19. AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. ANCHORED THROUGH FRAME #12 Steel, 18-8 410 Aluminum, 6063-T5 min. DIRECTLY INTO CONCRETE/CMU. 0.063" 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS A36 Steel 318" DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B -B /\ INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP Min. INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET, Substrate 1/4" MAX. SHIM Embedment Dace EMBEDMENT 9116" 1-3/8" #12 Steel, 18-8 410 Aluminum, 6063-T5 min. 3/8" 0.063" or SS Screw A36 Steel 318" EDGE 09.9. /\ DISTANCE FIXED VISIBLE LIGHT WIDTH I EXTERIOR V ' MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 19. 1 TYP. ANCHC6R T" EMBEDMENT SND EDGE • DISTAI•♦GG W"* SUBSTRATE, SEE TABLE 19 & NOTE B FOR HIRAt P. • •••••• 114" MAX. SHIM • • �2� • • I NSTA4LATIOC OO P�tj • ANCHOREDTHROUGH FRAME INTO METAL EYP. ANCHOR TYPE, EMBEDMENT AND "ttt^t^^^1111''������ EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Min. Edge Min. Anchor Substrate Distance Embedment Dace Southern Pine (SG=0.55) 9116" 1-3/8" #12 Steel, 18-8 410 Aluminum, 6063-T5 min. 3/8" 0.063" or SS Screw A36 Steel 318" 0.063" 09.9. Steel Stud, Or. 33 min. 3/8" 0.045" (18 Ga) O Concrete (min. 3.35 ksi) 1" 1J/4" 1f4" 410 SS CreteFlex Ungrou[etl CMU, (ASTM G-90) 2-112" 1-1/4" Southern Pine (SG=0.55) 1" 1-318" 1/4" Steel Concrete (min. 2.85 ksi) —Un—grouted 1" 1-3/8" Ugracon CMU, (ASTM C-90) 2-1/2" 1-1/4" _J• Southem Pine (SG=0.55) 1 1..1 1-3/8" A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. \11111111 II//// �rONY LYNN,/', •. UI CENSF'. �.: No. 58705 �:44 =�0� �. S ANTE OF++ tv ` ' / ZONAL A. LYNN MILLER, P.E. P. E* 58705 4pproved w complying Mth ttn Florlda IdingC 12Vjs Dace 1 SOA# iiliaml Dade Product Coattel • • z O 10 • • • • w 09.9. O o o O f •a } r`D— • > > aloo O 0 O • y • • ��p••dr m= $• W a _J• •i u OFJW •Q• F 0¢ W > a JMO p Z o Z J JO W O LL O Z 10 ® m N K W M aa45 O Q LL O � O Z J n U J Z = Q al!'1 'sap s �a5 \11111111 II//// �rONY LYNN,/', •. UI CENSF'. �.: No. 58705 �:44 =�0� �. S ANTE OF++ tv ` ' / ZONAL A. LYNN MILLER, P.E. P. E* 58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE DISTANCE —i I 1/4" MAX. SHIM BUCK HEIGHT INSTALLATION OPTION 2 ANCHOREDTHROUGHFRAME -DIRECTLY INTO CONCRETE/CMU. ,,.MAX. SHIM EMBEDMENT EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, , EMBEDMENT AND EDGE ° DISTANCE PER SUBSTRATE, SEE TABLE 20. ,,12" LENGTH,CENTERED V ABOVESASH ' TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP 6" LENGTH, CENTERED AT INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. SII 114" MAX. SHIM Embedment MEETING RAIL, EMBEDMENT B 1-318!- -318"#12 I 17 I EDGE / \ DISTANCE Q�kj U BUCK WIDTH - COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20. • • • I?t. �gqEMBEDME �� DIST��ER ER SUBSTRATE, SjF•T&FJ_Fj2+ & NOTE B FOR HEPp TYPFi. • • • — 114" MAX. SHIM • INSTZLLA.TbN OPTION 4 • ANCHOREDTHROUGH FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. Min. Edge 6" LENGTH, CENTERED AT Anchor Substrate Distance Embedment MEETING RAIL, (SHOWN WITH MONC 9/16" 1-318!- -318"#12 #12Steel, 18-8 410 ANCHORED WITH (4) 18 3/8" 36 or SS Screw A36 Steel SCREWS,(P#60). ONLY REQUIRED IF BUCK NOTES: Steel Stud, Gr. 33 min. 3/8" HEIGHT IS OVER 62". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON Concrete (min. 3.35 ksi) V 1-3/4" 114" 410 SS CreteFlex TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2-1/2" --I Southern Pine (SG=0.55) ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE 1.3/8" 114" Steel Concrete (min. 2.85 ksi) 1" OF THE WINDOW. 1/4" MAX. Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" SHIM - , EMBEDMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE - 20. ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE EXTERIOR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. TYP. ANCHOR TYPE, WOOD BUCKS DEPICTED AS ZX ARE 1-1/2" THICK OR GREATER. 1X EDGE AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATION OPTION 2 SEE TABLE 20. OR ARCHITECT OF RECORD. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B -B COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20. • • • I?t. �gqEMBEDME �� DIST��ER ER SUBSTRATE, SjF•T&FJ_Fj2+ & NOTE B FOR HEPp TYPFi. • • • — 114" MAX. SHIM • INSTZLLA.TbN OPTION 4 • ANCHOREDTHROUGH FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, 111111 1111/j// otvY LY "o ".. ICENSF At/ No. 58705 •� i ,nTE FFF (V ` 10NAL"011111IEN A. LYNN MILLER, P.E. P.E.# 58705 Min. Edge Min. Anchor Substrate Distance Embedment Southern Pine (SG=0.55) 9/16" 1-318!- -318"#12 #12Steel, 18-8 410 Aluminum, 6063-T5 min. 3/8" 0.063" or SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) Concrete (min. 3.35 ksi) V 1-3/4" 114" 410 SS CreteFlex Un routed CMU, (ASTM C-90) 9 2-1/2" 1-114" Southern Pine (SG=0.55) 1" 1.3/8" 114" Steel Concrete (min. 2.85 ksi) 1" 1-3/8" Uttracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-114" Southern Pine (SG=0.55) 1 1" 1-3l8" A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, 111111 1111/j// otvY LY "o ".. ICENSF At/ No. 58705 •� i ,nTE FFF (V ` 10NAL"011111IEN A. LYNN MILLER, P.E. P.E.# 58705 BUCK HEIGHT INSTALLATION OPTION 5 EDGE DISTANCE { ANCHORED THROUGH FIN INTO 2X INSTALLATION OPTION 5 WOOD FRAME OR BUCKSTRIP. EDGE If— EDGE ANCHORED THROUGH FIN INTO 2X 114" MAX SHIM EDGE DISTANCE DISTANCE DISTANCE WOOD FRAME OR BUCKSTRIP. TYP. ANCHOR TYPE, EMBEDMENT/� I 1nI AND EDGE DISTANCE PER I TYP. ANCHOR TYPE, VI l SUBSTRATE. SEE TABLE 21. U I I 114" MAX SHIM EMBEDMENT AND EDGE U DISTANCE PER SUBSTRATE, j EMBEDMENT -�I I iii SEE TABLE 21. EDGE — �—� DISTANCE - —r EDGE - t DISEMBEDMENT Lt.., MAX. SHIM 12" LENGTH, CENTERED 20 ABOVE SASH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. VISIBLE LIGHT HEIGHT 71� 50 SASH VISIBLE LIGHT WIDTH I _ FIXED VISIBLE 1f LIGHT WIDTH EXTERIOR ,GV(1' BUCK WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) EMBEDMENT • s • –�{ 1/4" MAX. SHIM INSTAL-L9T14N OPTION 6• ANCH EC t�OUGH INTEGRA6 FIN INTQ METAL EXTERIOR Substrate Min. Edge '01 L-3 t7l rnl— Min. NOTES: , MIAMI-DADE APPROVED MULLION, FBC Distance COMPLIANT ALUMINUM/STEEL FRAMINGTYP. ANCHOR TYPE, OR STEEL STUD. MAY BE VERTICAL OR EMBEDMENT AND EDGE HORIZONTAL SECTION C -C HORIZONTAL. SEE SUBSTRATE PRr -T- T- F 11 DISTANCE PER SUBSTRATE, c�� rn o, �n (SHOWN WITH MONO. GLAZING) 36 Substrate Min. Edge Max. Min. NOTES: Distance O.C. Embedment 1/4" MAX Southern Pine (SG=0.55) 5/16" 5" 2-7/16" 2-1/2" x .131" Common Nail SHIM 1) USE ONLY SUBSTRATE -APPROPRIATE 5" 2-7/16" 2-1/2" x .145" Roofing Nail Southern Pine (SG=0.55) 3/8" ANCHORS LISTED ON TABLE 21. FOLLOW 2-7116" 2-1/2" x .145" Roofing Nail Southern Pine (SG=0.55) 3/8" EMBEDMENT AND EDGE DISTANCE 2-7/16" Southern Pine (SG=0.55) LIMITS. ANY INSTALLATION OPTION 5" 1-3/8" EDGE DISTANCE SHOWN MAY BE USED ON ANY SIDE OF EXTERIOR 5" 0.09" THE WINDOW. 0.050" 136 Steel 5116" 5 " 0.050" 0.045" (18 Ga) Steel Stud, Gr. 33 min. EDGE DS TANCE 2) VISIBLE LIGHT WIDTH OR HEIGHT 0.045" f (ALSO REFERRED TO AS DAYLIGHT �-{ EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT OPENING) IS MEASURED FROM BEADING INSTALLATION OPTION 5 AND EDGE DISTANCE PER TO BEADING. ANCHORED THROUGH FIN INTO 2X SUBSTRATE, SEE TABLE 21. 3) ANCHOR TO BE INSTALLED WITHIN WOOD FRAME OR BUCKSTRIP. 2-1/2" OF FIN CORNER. VERTICAL SECTION B -B Anchor Substrate Min. Edge Max. Min. Distance O.C. Embedment 2-1/2" x .113" Box Nail Southern Pine (SG=0.55) 5/16" 5" 2-7/16" 2-1/2" x .131" Common Nail Southern Pine (SG=0.55) 3/8" 5" 2-7/16" 2-1/2" x .145" Roofing Nail Southern Pine (SG=0.55) 3/8" 5" 2-7116" 2-1/2" x .145" Roofing Nail Southern Pine (SG=0.55) 3/8" 5" 2-7/16" Southern Pine (SG=0.55) 112" 5" 1-3/8" #10 Steel Trusshead Screw or 0.125" Aluminum, 6063-T5 min. 5/16" 5" 0.09" #12 Steel, 18-8 or 410 SS Screw 0.050" 136 Steel 5116" 5 " 0.050" 0.045" (18 Ga) Steel Stud, Gr. 33 min. 1 5116" 1 5" 0.045" \\11111 1111 //// * No. 58705 �Q •• ST TE F ; • •f(7�\ '•.'�CORIDP..•' """%N S' . ' % /SS//1111-1E\ A. LYNN MILLER, P.E. P.E.# 5875 2.724" 2.560" 062" HEAD, FLANGE FRAME 2.724" - N 3.651" SILL, FLANGE FRAME 2.105" -� r .062" � 2.273".062" tt SASH PULL RAIL 1j i2.724" �{ 3.184" Os HEAD, INTEGRAL FIN FRAME 2.724" - 4.276" )s SILL, INTEGRAL FIN FRAME 170" I-�- 2.149"1.300" 1.300" t- 1 .062" 136" 100" � 1.300" yy r� 1 tz SASH LOCK RAIL 13 SASH TOP 8 BOTTOM RAIL TABLE 22: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Material Min. Ft W. F. Steel Screw 92 ksi 120 ksi 1" Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksl Elco UltreCo'* 155 ksi 177 ksi 410 SS Elco CreteFlex(P 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 St.1 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi - 2.724" I 2.060" - .062" 3 HEAD, D EQUAL LEG FRAME 2.724" SILL, EQUAL LEG FRAME 1488" 6f2"T 2.786" .0 )JAMB, FLANGE FRAME 1.246" �- i 3.908" .062" to SILLADAPTER 2.211" 1.�8" LJ -J 120., 2.112" -� T I 2.786" .062" 987" 1- 2.7 6" _-2.786" .062" OJAMB, INTEGRAL )JAMB, EQUAL LEG FIN FRAME FRAME .040" �- 1.5113" 1 .808" �-- 17 INSTALLATION HOLE COVER 1.415" p \\ III UJI�.7�1r0" \ .062" -�� is SILL TRACK • • w .062" .723" • • -�j .875"+� • • • • • • I • • a tE WINDLOADADAPTIR • F� 1.446" L-+•jpIfI 1 .518" .040" J 200 ANTI -LIFT CLIP -►{ .630" .464" .360" y{ 032" .045" �Z" �- .070" I t4 HD MEETING RAIL 1s STD MEETING RAIL 8 SCREEN ADAPTER 2tA IG BEAD zte IG SNAP BEAD SILICONE STRUCTURAL POLYISO- 1/4" NOM, BUTYLENE WRH DESICCANT EXT. GLASS INT.GLASS 8KODISPACE 70 4SG TPS HOT -MELT ALUMINUM DESICCANT FILL BUTYL REINFORCEMENT POLYISOBUTYLENE SFAL 5116" NOM. 3/16" NOM. SILICONE 5f16" NOM. SEAL STRUCTURAL BUTYL& ROLL -FORMED SILICONE DESICCANT STAINLESS STEEL FOAM WITH FOAM DESICCANT EXT.GLASS EXT. GLASS EXT. GLASS NT. GLASS INT. GLASS INT. GLASS 71 SUPTM ER SPACER' 72 SPACER SEAL® 73 SPAXLEOER' 0• -+�{� .045.. app-ld as f-PlyirT. with 795" F11"Ida t tiding Cud, .795" -.4 92" 23 7/16" BEAD 24 5116" BEAD tz SASH LOCK RAIL 13 SASH TOP 8 BOTTOM RAIL TABLE 22: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Material Min. Ft W. F. Steel Screw 92 ksi 120 ksi 1" Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksl Elco UltreCo'* 155 ksi 177 ksi 410 SS Elco CreteFlex(P 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 St.1 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi - 2.724" I 2.060" - .062" 3 HEAD, D EQUAL LEG FRAME 2.724" SILL, EQUAL LEG FRAME 1488" 6f2"T 2.786" .0 )JAMB, FLANGE FRAME 1.246" �- i 3.908" .062" to SILLADAPTER 2.211" 1.�8" LJ -J 120., 2.112" -� T I 2.786" .062" 987" 1- 2.7 6" _-2.786" .062" OJAMB, INTEGRAL )JAMB, EQUAL LEG FIN FRAME FRAME .040" �- 1.5113" 1 .808" �-- 17 INSTALLATION HOLE COVER 1.415" p \\ III UJI�.7�1r0" \ .062" -�� is SILL TRACK • • w .062" .723" • • -�j .875"+� • • • • • • I • • a tE WINDLOADADAPTIR • F� 1.446" L-+•jpIfI 1 .518" .040" J 200 ANTI -LIFT CLIP -►{ .630" .464" .360" y{ 032" .045" �Z" �- .070" I t4 HD MEETING RAIL 1s STD MEETING RAIL 8 SCREEN ADAPTER 2tA IG BEAD zte IG SNAP BEAD SILICONE STRUCTURAL POLYISO- 1/4" NOM, BUTYLENE WRH DESICCANT EXT. GLASS INT.GLASS 8KODISPACE 70 4SG TPS HOT -MELT ALUMINUM DESICCANT FILL BUTYL REINFORCEMENT POLYISOBUTYLENE SFAL 5116" NOM. 3/16" NOM. SILICONE 5f16" NOM. SEAL STRUCTURAL BUTYL& ROLL -FORMED SILICONE DESICCANT STAINLESS STEEL FOAM WITH FOAM DESICCANT EXT.GLASS EXT. GLASS EXT. GLASS NT. GLASS INT. GLASS INT. GLASS 71 SUPTM ER SPACER' 72 SPACER SEAL® 73 SPAXLEOER' 11111111//f1 11 ANY LYN7y '' , * :• No. 58705 •� ,n S PRO %�s �'•F�ORIDP..•'• ���� ,,,,NAL IENG`� A. LYNNMILLER, P.E. P.E.M 58705 app-ld as f-PlyirT. with th' F11"Ida t tiding Cud, pate -Ata- Amin � 1 d Dads Pmad • • • f • • • as a CD • C, ¢ o O U) • Y N f aloe 00 •Q •J�••• a¢ ID LL �o e W R Z o 3 ip• •I• rA ¢ O • ®� j,W xg i fpypw a -J .xatp aN O W ^ ~ `JMO > p a 1n Z Z m J LL O 00 � to ® m N u Oz 7.7s Q O Z) z j F� W O J X = Q W al7'1 'sap s '�a5 11111111//f1 11 ANY LYN7y '' , * :• No. 58705 •� ,n S PRO %�s �'•F�ORIDP..•'• ���� ,,,,NAL IENG`� A. LYNNMILLER, P.E. P.E.M 58705 TABLE 23 ASSEMBLY DETAILS FOR XO FLANGE FRAMES (OTHER FRAME TYPES & CONFIGURATIONS SIMILAR) 61 61 p �� Apprwd ucompl iog with IW / 1 p Fterrda 8 !le C a I bare NDA# 61 I W.1 Dade Prodoet , P� • it �• • •• ••• •• I � I I• • • •• • II II • • • 13 •�• •• • •••••• • • • • • q •••• • • • • li • • • •••• 1 ..... w o • • • •— " wa / o No o �••••• • • • i' � z aloe Q • • Z U_ m m= • • • •= w•Y •CUA4 O• B� J B Z'� J u.x olG oN 0 w ^ rc a ~SMG 12 0>v ' U) m a Z Z o IX M UJI J J O 15 14 Q m w ® IV 0 w O w haus 2 � 13 �!� o O o /,—fes/` I-' Z o6 r, 36 41 39 w IM v ? O 2 61 Q m i 35 a�ri saG s ,s `LYN!v / 61 I ;.:,�P��•. •'' �1GENSF��1 INTERIOR i _= * No. 58705 _ INTERIOR l 38 i�O��.• ORION O / •. ���` i s s1 ' S�ONAL ENC' NOTES' /ll 11 l l lllt�� 1) ALL CORNERS TO USE GASKETAND/OR SEALANT. 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A. LYNN MILLER, P.E. P.E.# 5875 Item# ParA. t# Description Material 1 624038 Head, Flange Frame Alum. 6063-T6 2 624039 Head, Integral Fin Frame Alum. 6063-T6 3 624040 Head, Equal -leg Frame Alum. 6063-T6 4 624001 Jamb, Flange Frame Alum. 6063-T6 5 624017 Jamb, Integre) Fin Frame Alum. 6063-T6 6 624028 Jamb, Equal -leg Frame Alum. 6063-T6 7 624035 Sill, Flange Frame Alum. 606376 8 624036 Sill, Integral Fin Frame Alum. 606376 9 624037 Sill, Equal -leg Frame Alum. 606376 10 624034 Sill Adaptor Alum. 6063-T6 11 624043 Sash Pull Rail Alum. 606376 12 624006 Sash Lock Rail Alum. 6005A-761 13 624041 Sash Top 8 Bottom Rail Alum. 6063-T6 14 624027 HD Meeting Rail Alum. 6063-T6 15 624005 Std. Meeting Rail Alum. 6005A-761 16 624047 Screen Adapter Alum. 606376 17 624051 Installation Hole Comer Alum. 606376 18 64125M Windload Adapter Alum. 606376 19 624042 Sill Track Alum. 606376 20 624015 Anti -Lift Clip Alum. 606376 21A 624009 IG Bead Alum. 606375 216 624011 IG Snap Bead Alum. 6063-T5 23 624026 7f16" Lami Glaz. Bead Alum. 606376 24 624013 5/16" Lami Glaz. Bead Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Vinyl for #624013 򘖚 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #6240098 #624011 Vinyl 32 712653K Mono setting Block 3/32" X 1/4' X 1' Neoprene 33A 71715K Lami IG Setting Black 118" x 3/4" x 1-1/14' Neoprene 338 624014 IG Snap Setting Block Vinyl 35 724045 Sweep Latch Cast Zinc 36 71298 Weep Hole Cover Vinyl 37 41722 Hole Plug Vinyl 38 724021 Lock Rail Cover, (LH & RH) Vinyl 39 724050 Pull Rail End Cap Vinyl 40 724048 Roller Housing &Sash Guide Vinyl 41 724052 Roller Wheels Brass 42 724054 Sash Top Rail Gasket, (W 8 RH) Polyethylene 43 724055 Sash Bot Rail Gasket, (LH & RH) Polyethylene 44 724057 Frame Header Gasket, (LH 8 RH) Polyethylene 45 724058 Frame Sill Gasket, (W 8 RH) Polyethylene 46 724063 Meeting Rail Gasket Polyethylene 50 WeatherTE strip, .187" x .170", Fin Seal @Sash 51 Weatherstrip, .187 x .270", Fin Seal @ MR 52 67070 Bulb Vinyl 60 710X38PPAX #10X318" Ph. PH SMS (Windload Adapter) Stainless Steel 61 781PQX #8 X 1" Qd. PH SMS (Frame &Sash Assembly) Stainless Steel 63 - Aluminum Screen with Fiberglass Mesh Varies 70 - Kommerling Kodispace 4SG TPS See Sheet 71 - Quanex Super Spacer nXf 18 for 72 - Quanex Duraseal Spacer Materials 73 - Cardinal � Edge Spacer 7q Dow 791, 899 or GE 7700 Backbedding Silicone . ... . . ... % .. % .. • ••• • • • • MIAMI -RADE •• •• • • • MUM �F ••• ••• ••• •• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACGEPT,!,,��1 •A)•;i� r� 1� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 /www.miamidade.¢ov/economy PGT Industries Inc..• ' ' j 2 4 G� 1070 Technology Drive" ' / i`�O, 41. �J�✓��� J� f North Venice, FL 34275 IS �j -I SCOPE: 3 !o, This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "PW7720A" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD -7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall. bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 fvl Page 1 . . . ... . ....... .... PGT Industries. Inc. • •.• .. .... .. .. NQTjC'EpF AjC$PTA.NCE':•: EVIDENCE SUBMITTED . . ... ... ... .. 1. EVIDENCE SU$1WUT.TED UNDEAR PREVIOUS NOA's A. DRAWINGS • • : • ' • 1. Manufacpyre* Oil dfa"gl amd.sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony 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 a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, 'FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0629.14) 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 fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NDA No. 13-0502.03) 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel Per z, .E. Product Control aiqiner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 . . ... . . . ... .. .. . . . .. .. . . ... . . . . ... PGT Industries. Inc. • • • • • • EVIDENCE SUBMITTED NOT�C�E !JF AI?'CEPTAN�E' .: . . ... ... ... .. C. CALCULATIO S . .. ... .. 1. Anchor varifieaMon oalFgaiens sial structural analysis, complying with FBC Stn Edition (Z@14):nd.FB1r b"OEditikon (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 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. Manuel Peg,.EProduct Control Eer NOA No. 185 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 . . • ••• • • ••• .. .. . . . .. .. . . 000 PGT Industries, Inc. .. .... .... .. .. Ngjq AF ACC�P'fAI�CE� • ; EVIDENCE SUBMITTED . . . . ;00 ••• *00 • • F. STATEMENTS---- 1. TATEMENTS.•.•1. Statement-jejej cif jojf;4tLnce%o FBC 5th Edition (2014) and FBC 6" Edition (2017), dattd:08/20/17; issLi@d by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, RE 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW - 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD -7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel PerZ , Product Control Ex er NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 . . ... . . . ... .. .. . . . % .. . • • ••• • • • • ••• PGT Industries. Inc. ..:-- ..... .. .. Nancy Old' ACChPT•AN-CE7 • : EVIDENCE SUBMITTED . . • • • • 900 ••• 0* B. TESTS • • • •• :0. • • • • • 1. Test report§ oxt;l)Ar tpfilVtion Test, per FBC, TAS 202-94 : 2)'1Jn3oAnUatic-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 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW -701/720/820" Aluminum Fixed Window—L.M.I., approved on 10/1 and expiring on 02/19/19. Manuel Perez �Produet Control Exakinof NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 49" TIP -TO -TIP WIDTH iX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 48" BUCK WIDTH BUCK SHEET? DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 45-1/4" VISIBLE BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. LIGHT WIDTH J� - 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLYg, - I 6-12" MAX. MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS SHEET 6 O.C. USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER HEIGHT } } ANCHOR TYPE. FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL 97" 4) ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED A - iX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET E INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X BUCK SHEET? ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALLI INSTALLATION, FLANGE ............. BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. L WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF J� - THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 12" MAX. MAX. O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL O.C. DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. HEIGHT NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE - FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL 97" SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE - SCOPE OF THESE INSTRUCTIONS. 1 6) MAX. 1/4" 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 i OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-12" MAX. IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 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-3835, 3850, 7212 & 18-7763; ELCC ULTRACONNOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 7720A SERIES WAS FORMERLY CALLED THE 720/820 SERIES. CODES/STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100.12 •AISC 360-10 THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. GUIDE TO SHEETS: GENERAL NOTES..... ........... .. __ 1 A �.. C _ GLAZING DETAILS........... . 2-5 BUCK SHEET? 2-5 INSTALLATION, FLANGE ............. HEIGHT —_ _— 93-1/4" INSTALLATION, INT. FIN A...........8 IMAX. VISIBLE12" MAX. / LIGHT O.C. 10 HEIGHT _10 / 97" TIP -TO - TIP HEIGHT _ 1 JT - y B --�� �- 12" MAX. O.C. 6" J MAX. TYP. FLANGED FRAME ELEVATION GUIDE TO SHEETS: GENERAL NOTES..... ........... .. __ 1 ELEVATIONS ................................ 1 GLAZING DETAILS........... . 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL-LEG.......7 INSTALLATION, INT. FIN A...........8 IMAX. INSTALLATION, INT. FIN B...........9 6" CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES ................ 10 PARTS LIST.,. ............. _10 TABLE 1: DESIGN PRESSURE RATING IMPACT RATING VARIES, LARGE & SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANCE 48" BUCK WIDTH 45-1/4" VISIBLE ;11D HT WIDTH , SHEET 7 - I 6" MAX. C E, SHEETS G, SHEET 9 96" BUCK HEIGHT i 93-114" / VISIBLE LIGHT HEIGHT 5" MAX. J O.C. 1 D 12" MAX. O.C. 2" MAX. TYP. EQUAL -LEG FRAME ELEVATION FIGURE 1: 12" O.C. MAX. 12" O.C. / IMAX. 6" MAX. Type I Description IS eetl 1 1711T Lami3/16" An - .090" PVB - 3/16" HS 2 2 7/16" Lami (3116" HS -.090" PVB -3/16" HS) 1 3 An - "SG" _ "KURARAY SENTRYGLAS" INTERLAYER" BY KURARAY AMERICA, INC. 48" BUCK WIDTH 45-t14" VISIBLE_ LIGHT WIDTH �'I( _F, SHEET 8 2" MAX. H. SHFFT 9 E,ppG I T• • • J • • HEG�1• i • • t • 096,x0 1 • OUCK HEIGHT H *boor: • • y F, H I MAXI C. TYP. FIN FRAME • • • ELEVATION SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. I^—WIDTH 1 WIDTH --{ WDT1.1 WIDTH I r l I r l I w I �� w w 1L + �_ _J Imo—WIDTH WIDTH WIDTH -1 1- WIDTH --{ TF To I r w w w w 1L- _J '0F' J 1 WIDTH 1 I- WIDTH �{ �� WIDTH �{ 1- WIDTH -1 I r---- ----� Ti --- TI- - i - - i T�--- 1 1 1 1 tJY LYNAt V10ENgF'•. l(� i� No. 58705 �Dj- : • ���� %H'. ST TE F pO /���' �1jNAL 1�•• A LYNN MILLER, P.E. P.E.# 58705 TABLE 2 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2)FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 3: PRODUCT R.E V 35E.D Window Design Pressure (+l-, psf) for Glass Type 1 Window Design Pressure (+/_, psf) for Glass Type 3 Fioridx Building Cade Am p!en� Too i D.05 Long Side, Ti to T in in biio � roduct Control 687/8 73 77 81 85 89 93 97 101 105 110-1/2 105 31 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/_80 +/-80 +/-80 33 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 35 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-79.8 +/-79.4 +/-80 37 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-79.7 +/-77.2 +/-75.1 +/-73.4 +/-72.2 +/-80 39 +/-80 +1_80 +/-80 +/-80 +/_80 +/-78.1 +/-75.2 +/-72.5 +/40.3 +1-68.5 +1-66.3 +/-76.4 41 +/_80 +/-80 +/-80 +1-79.8 +/-77.2 +/-74.3 +1-71.3 +/-67.9 +/-65.1 +/-63.4 +/-61.6 = 43 +/-80 +/-80 +1-80 +/_77.4 +/-74.3 +/-71.3 +1-68.2 +/-64.7 +/-61.6 +/-59.8 +/-58.2 a F 45 +/-80 1 +/-80 +/-78.9 +/-75.4 +/-72.1 +/-68.9 +/-656 +/-62.2 +/-59.7 +1-57.5 +/-67.5 1 47 +/-80 +/-80 +/_77.2 +/-73.6 +/-70.1 +/-66.8 +1-63.5 +1-60.3 +1-57.7 +/-68.1 +1-65.1 r 49 +/-80 +1-79.3 +1-75.6 +1-71.9 +1_68.3 +/-64.9 +/-61.5 +1-582 +/-69.5 m 51 +/-80 +/_77.5 +/_74.1 +/-70.3 +1-66.7 +/-79.4 +/-75.3 +1-71.3 +/_67.5 m 53 +1-79.1 +/-75.6 +/-72.4 +/-68.8 +/-65.1 +/_61.5 +/-73.5 +/-69.5 16 55 +/-77.4 +/43.8 +l-70.5 +1-67.3 +1-63.5 +1-76 +l-77.8 w 57 +/-75.8 +/-72 +/-68.6 +1-65.3 +/-77.5 +/-73.8 59 +/-74.2 +/-70.3 +/-66.8 +1-79.4 +I-75.4 61 +1-72.7 +/-68.7 +1-65 +/-77.6 +1-73.5 63 +/-71.2 +/-67.1 +/-80 +/-75.8 +1-65.5 +1.74 67 +1-68.3 67 +/-77.2 687/8 1 /-67 68718 1 +/-74.9 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2)FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 3: 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7116" LAMINATED GLASS STACK PVBINTERLAYER 5' HEAT STRENGTHENED GLASS 3/16" ANNEALED GLASS 4 11 kGL-ASSS " f� LONG SIDE BTTE 1-3 SHORT EXTERIOR SIDE20 + • • • • GLASS TYPE 1 •0 0.0 0 • T �~ LONG SIDE• -4 • - 1 0• SHORT • • SIDE • • • 000 . . • •• •• TABLE DIMENSIONS MAY BE • • • • • • ORIENTED VERTICALLY OR • • HORIZONTALLY AS SHOWN. • • 1-1/16" NOM. GLASS STACK 116" LAMINATED GLASS STACK � T\ ���3116" HEAT 3/16" TEMPERED GLASS -- T �J•{� STRENGTHENED GLASS 7116" AIR SPACE EXTERIOR a GLASS TYPE 3 - 3/16" ANNEALED GLASS .090" PVB INTERLAYER L 5/8•• GLASS BITE fl SHORT (- SIDE LONG SIDE _ SHORT I _ SIDE f PRODUCT R.E V 35E.D Window Design Pressure (+/_, psf) for Glass Type 3 Fioridx Building Cade Am p!en� Too i D.05 E Trim! ;•xt Uete Long Side, Ti to Ti in biio � roduct Control MCb"NIGES TH1.9" .. • • H 68718 73 77 81 55 89 93 97 101 105 110.1/2 (1 i 31 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/.80 +1-80 +/-80 +/-60 QC iy 33 +/_80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 • • 35 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 37 +/_80 +l-80 +/_80 +1-80 +/-80 +1-80 +/-80 +/-80 +/_80 +/-80 +/_80 /aav5 39 +/-80 +1-80 +1-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-79.4 +/-76.4 +1-74.3 away 41 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-76.7 +/-73.5 +/-70.9 +/-69 - 43 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-77 1 +/-73.1 +1.69.6 +1-66.9 +/-65.2 12 45 +/-80 +/-80 +/-80 +1-80 +/-80 +/-77.B +/-74.1 1 +/-70.3 +/-67.5 1 S 47 1 +/-80 +/-80 +1-80 N-80 +1-79.2 +/-75.4 +/-71.7 +/-68.1 +1-65.1 F 49 +1-80 +1-80 +l-60 +1-80 +/-77.2 +/-73.3 +/-69.5 ro 51 +/-80 +/_80 +1-80 +/-79.4 +/-75.3 +1-71.3 +/_67.5 g N 53 +1_80 +/_80 +/-80 +/-77.7 +/-73.5 +/-69.5 +!-SD +/-80 +/-79,6 +1-76 +l-77.8 g55 rn 57 +1.80 +1-80 +/-77.5 +/-73.8 59 +/-&) +1-79.4 +I-75.4 61 +/-80 +/-77.6 +1-73.5 63 +/-80 +/-75.8 65+1-78.8 +1.74 67 +/-77.2 68718 1 +/-74.9 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7116" LAMINATED GLASS STACK PVBINTERLAYER 5' HEAT STRENGTHENED GLASS 3/16" ANNEALED GLASS 4 11 kGL-ASSS " f� LONG SIDE BTTE 1-3 SHORT EXTERIOR SIDE20 + • • • • GLASS TYPE 1 •0 0.0 0 • T �~ LONG SIDE• -4 • - 1 0• SHORT • • SIDE • • • 000 . . • •• •• TABLE DIMENSIONS MAY BE • • • • • • ORIENTED VERTICALLY OR • • HORIZONTALLY AS SHOWN. • • 1-1/16" NOM. GLASS STACK 116" LAMINATED GLASS STACK � T\ ���3116" HEAT 3/16" TEMPERED GLASS -- T �J•{� STRENGTHENED GLASS 7116" AIR SPACE EXTERIOR a GLASS TYPE 3 - 3/16" ANNEALED GLASS .090" PVB INTERLAYER L 5/8•• GLASS BITE fl SHORT (- SIDE LONG SIDE _ SHORT I _ SIDE f N� c NeF �• No.58705 *� ST T�F • �� / �SS/ONAI_ E?.. /111111110\\ A. LYNN MILLER, P.E. P.E.# 58705 PRODUCT R.E V 35E.D .:omplyiag n•ith tha Fioridx Building Cade Am p!en� Too i D.05 E Trim! ;•xt Uete ll,p�,. DY biio � roduct Control MCb"NIGES TH1.9" .. • • H • • • •• • K • 0000•• 0000•• so 0 • • q, Lu • • ? + (1 i 01 • 4••••WoW `T CQJ1• • >01,� p •�••4[ O '!00 QC iy d p • Jv a U) W Z•lL O • r 0 J • •(] x•IE coo o 6 W 0 • • • < � CD aN OMO � � • O • we a Z O - ° F- JQ J CO W W m LL O N Q � ® N W /aav5 u to Z O N Z ZD Z W W away LL O a- O Z K w � W W C7 X W LL 0 a alJ.'1 � sap s ua5 N� c NeF �• No.58705 *� ST T�F • �� / �SS/ONAI_ E?.. /111111110\\ A. LYNN MILLER, P.E. P.E.# 58705 11 11P-1 U-1 IP UIMtNJIUNJ JHUWN. FUK IN I t(iKAL FIN ANU tUUAL LtU WINUUWJ, JUU I KAU 11" rKUM I Kt I IK- I U -I W UIMCNJIUN IN I Kt 1 AULt I U Ut I tKMINt I Kt WINUUW JILL. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16" NOM. �J 7116" LAMINATED GLASS STACK 7116" LAMINATED GLASS STACK GLASS STACK .090" PVB INTERLAYER 3/16" TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS 3116" HEAT 3116" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE .090" PVB INTERLAYER 4 11 � 11 IF5 11 5 516" GLASS BITE GLASS BITE EXTERIOR a GLASS TYPE 2 GLASS TYPE 4 0000•• 0000•• TABLE DIMENSIONS MAY BE • ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �~ LONG SIDE SHORT p SIDE — 'I SHORT Is_ 'I SIDE Imo— LONG SIDE �I SHORT SIDE i LONG SIDE SHORT 'I SIDE • 61%OHANGES TIAs SHE".. • .�•• • 0000•• •0000• i M j Window Design Pressure (+/_, psf) for Glass Types 2 & 4 ilJ • • � � `• N tiW Q' • Q*00• mw �• •D L` o a1 E• 0 4j 04 w 2 •O N Long Side, Tip to Ti in LU �••� 0 LL o S c° 68-7/8 V 81 85 89 93 97 101 105 110-112 0 U 1 - 125 129 1 133 137 141 145 ---31 +/-60 +/-80 +I-80 +1-80 +1-80 +/-80 +/-80 +/-80 +1-80 +l- +170 ® +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/- +1-80 +/-80 +I-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +l -BO a +/-80 +/-80 +/-80 +/-BO +1-80 +1-80 +/-80 35 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +1.80 +1-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 37 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +1-80 41 +/.80 +f-80 +l-80 +/-80 +/.80 +1-80 +/-80 +1.80 +/-80 +/-80 +1-80 +/-80 El 43 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 45 +/-80 +1-80 +1-80 +/-80 +/-80 +/-80 +1-80 +1-80 +1-80 +/-80 g 47 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1.80 +1-80 +1-80 49 +/-80 +/-80 +/-80 +/-80 +/-BO +/-80 +/-80 +1-80 m 51 +1.80 +1-80 +/-80 +/-80 +1-80 +/-80 +1-80 N 53 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.1 • 0 55 +/-80 +I -BO +1-80 +/-80 +/-78.6 N 57 +1.80 +/-80 +/-80 +1-79.1 59 +1-80 +1-80 +/-80 • • • • • 61 +1-80 +1-80 +1-79.3 • 63 +l-80+1-80 65 +1-80 +/-80 67 +/-80 1• • 68-718 1 +1-80 1 1 1• • • • 11 11P-1 U-1 IP UIMtNJIUNJ JHUWN. FUK IN I t(iKAL FIN ANU tUUAL LtU WINUUWJ, JUU I KAU 11" rKUM I Kt I IK- I U -I W UIMCNJIUN IN I Kt 1 AULt I U Ut I tKMINt I Kt WINUUW JILL. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16" NOM. �J 7116" LAMINATED GLASS STACK 7116" LAMINATED GLASS STACK GLASS STACK .090" PVB INTERLAYER 3/16" TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS 3116" HEAT 3116" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE .090" PVB INTERLAYER 4 11 � 11 IF5 11 5 516" GLASS BITE GLASS BITE EXTERIOR a GLASS TYPE 2 GLASS TYPE 4 0000•• 0000•• TABLE DIMENSIONS MAY BE • ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �~ LONG SIDE SHORT p SIDE — 'I SHORT Is_ 'I SIDE Imo— LONG SIDE �I SHORT SIDE i LONG SIDE SHORT 'I SIDE \111lllll///// NY LYNN '1. O' LIGENSF No. 58705 S0IALE LY i4 MER, P E P.E 4 58705 • 61%OHANGES TIAs SHE".. • .�•• • 0000•• •0000• i M j ilJ • • � � `• N tiW Q' • Q*00• mw �• •D L` o a1 E• 0 4j 04 w 2 •O N OJ aF LU �••� 0 LL o S c° V Z 00 C7 JMO 0 U �•Z o O N O 1n U m O c) J Q H ® C/) Z w W IaaVS u O to Z Q Z LU Of o a O it U 0 w Z 0 n XW LL 0 D. \111lllll///// NY LYNN '1. O' LIGENSF No. 58705 S0IALE LY i4 MER, P E P.E 4 58705 TABLE 5: 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6: DesignWindow Pressure Window Design Pressure (+/-, psf) for Glass Type 6 .090"SG INTERLAYER 3116" ANNEALED GLASS 3/16" ANNEALED GLASS BuQdf¢g Code 19 .6430, A.cwtaow Ab 1 24- By 45/8" GLASS BITE ff— LONG SIDE EXT SHORT VALUES AND SIZES. 20 13 SIDE • • •I • t • Mill • • •0 Ui • • ? V.4 • I-�— LONG SIDS 0-0-�0 • T • • SHORT / • I • • • f • SIDE H n o rc alo0 ••• •• 4iif• i • -1o• ! ��•6� W J v d ®!, o UJ 2 00 Elm M M o "• Z o O UV) F- J J W � m !L O C F- F � W Iaau5 ® rn Z u N r= O to Z Q W aio g 0 z a o w U w z04 C7 n IL ani 0. ass D- ,as 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6: 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7116" LAMINATED GLASS STACK DesignWindow Pressure .090"SG INTERLAYER 3116" ANNEALED GLASS 3/16" ANNEALED GLASS BuQdf¢g Code 19 .6430, A.cwtaow Ab 1 24- By 45/8" GLASS BITE ff— LONG SIDE EXT SHORT VALUES AND SIZES. 20 13 SIDE • • •I • t • Mill • • •0 Ui • • ? V.4 • I-�— LONG SIDS 0-0-�0 • T • • SHORT / • I • • • f • SIDE H n o rc alo0 ••• •• 4iif• i • -1o• ! ��•6� W J v d ®!, o UJ 2 00 Elm M M o "• Z o O UV) F- J J W � m !L O C F- F � W Iaau5 ® rn Z u N r= O to Z Q W aio g 0 z a o w U w z04 C7 n IL ani 0. ass D- ,as 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 7116" LAMINATED GLASS STACK .090"SG INTERLAYER 3116" ANNEALED GLASS 3/16" ANNEALED GLASS BuQdf¢g Code 19 .6430, A.cwtaow Ab 1 24- By 45/8" GLASS BITE ff— LONG SIDE EXT SHORT VALUES AND SIZES. 20 13 SIDE • • •I • t • GLASS TYPE 5 • • •0 Ui • • ? V.4 • I-�— LONG SIDS 0-0-�0 • T • • SHORT / • I • • • f • SIDE H n o rc alo0 ••• •• 4iif• i • -1o• TABLE DIMENSIONS MAY BE :000*: ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. • • • • 1-1116" NOM. t GLASS STACK I 7116" LAMINATED +{ IF�-- GLASS STACK 9 3/16" TEMPERED GLASS 3116" ANNEALED GLASS 3/16"ANNEALED GLASS 7116" AIR SPACE .090" SG INTERLAYER SHORT I _ /1 SIDE f 5 5/8" GLASS BITE 12 �i LONG 9/ SIDE EXTERIOR a s78 21 13 GLASS TYPE 7 _ _I SHORT I_ TI SIDE '` 111111111/// Nvc NSF �•: No. 58705 FAQ �• SFATEJOF ,: •C(/�: �•.FGORIOP.•'� \�� SS7QNAL11 E�G A./LYNtJ IA�IILLER, P.E. P.E # 58705 PROINUCT REVISED . e 0,esB with Uw Florida BuQdf¢g Code 19 .6430, A.cwtaow Ab E,PirAon Date 24- By "Aiam ede Pr mt Cown JS "/66/18 - UPDAlf1~Cf • • • VALUES AND SIZES. • go • • •0 Ui • • ? V.4 O e 06 • w 0 4•••••PE❑ H n o rc alo0 4iif• O04 • zw J (h a U) LU -1o• ! ��•6� W J v d ®!, o UJ 2 00 M o "• Z o O UV) F- J J W � m !L O C F- F � W Iaau5 ® rn Z u N r= O to Z Q W aio g 0 z a o w U w z04 C7 n IL ani 0. ass D- ,as 111111111/// Nvc NSF �•: No. 58705 FAQ �• SFATEJOF ,: •C(/�: �•.FGORIOP.•'� \�� SS7QNAL11 E�G A./LYNtJ IA�IILLER, P.E. P.E # 58705 • 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. • • 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • • • 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16" NOM. 7116" LAMINATED GLASS STACK �J7/16" LAMINATED GLASS STACK I GLASS STACK .090" SG INTERLAYER 3/16" TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS 3/16" HEAT 3116" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED CLASS 7/16" AIR SPACE .090" SG INTERLAYER 4 5 518" 5/8" GLASS BITE GLASS BITE EXTERIOR a GLASS TYPE 6 EXTERIOR a GLASS TYPE 8 • • • TABLE DIMENSIONS MAY BE • • ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE T Y� SHORT SIDE SHORT 1 SIDE LONG SIDE SHORT SIDE t I ONG DE 1 SHORT - -I SIDE JP• -03{16/18 - UPDA4900 • • • .. VALUES AND SIZES. • • ••• • • • • • 000000 go ••• • • � M j[� p • • a i7): nab. COLA 000 o }•r > > �o �• •dp (7 04 i N tC M 0U) U) M OJo•�m Z y b L•�••�� w 7.a W co IN F v • ¢ C7 • Oma o••0, ZO v o o H LL LL O J m '0 Q F ® laays Z_ of a 1n F- 07 Z a Z cf aro s o Q_ Z O W U W e X W 5 � a a ail1 sap s gas pNY'LYNN \CENSE'•. No.58705 WA101 A LYNN MILLER, P.E. RE # 58705 Window Design Pressure (+/., psf) for Glass Types 6 & 8 Long Side, Tp to Tip (In) 68-7/8 1 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 113 117 121 125 129 137 145 31 +90/-130 +90/-130 +90/-130 +90030 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90%130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 33 +901-130 +90/.130 +90/-130 +90/.130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/.130 +90/-130 +90/-130 +90/-130 35 +90/-130 +9V-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +80/-110 +80/-110 37 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +80/-110 +80/-110 39 +90/-130 +90-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +80/-110 +80/-110 +80/-110 +80/-110 41 +901-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901.130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 43 +901-130 +90/.130 +901-130 +90/-130 +90/_130 +90/-130 +90/_130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 - 45 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 F 47 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 1 +90/-130 +801-110 1 +80/-110 1 +801-110 +80/-110 +80/-110 +80/-110 1 +801-110 +80/-110 c 49 +90/-130 +901-130 +901-130 +90/.130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 51 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +89.4/-128. +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 53 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 88.8/-128.1 +8D1-110 +8p/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 p 55 +901-130 +901-130 +9D/-130 +901-130 +901-130 +88.81-128.1 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 0 y 57 +90/-130 +90/-130 +901-130 +90/-130 +89.4/-129 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 o 59 +90/-130 +90/-130 +9(Y-130 89.5/-129.1 +80/-110 +80f-110 +80/-110+80/-110 +80/-110 +801-110 +80/-110 in 61 +90/-130 +90/-130 +89.61-129. +801-110 +801-110 +80/-110 +80/-110 +80/.110 +80/-110 +801-110 63 +90/-130 +90/-130 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80(-110 +801-110 65 +901-130 +90/-130 +801-110 +80/-110 +801-110 +801-110 +80/-110 +601-110 • • • 67 +901-130 +80'-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 68-7/8 +90/-130 +801-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 73 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 77 +801-110 1 +80/-110 +80/-110 +80/-110 78-3/4 +801-110 1 +80/-110 1 +80/-110 +80/-110 • 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. • • 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • • • 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16" NOM. 7116" LAMINATED GLASS STACK �J7/16" LAMINATED GLASS STACK I GLASS STACK .090" SG INTERLAYER 3/16" TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS 3/16" HEAT 3116" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED CLASS 7/16" AIR SPACE .090" SG INTERLAYER 4 5 518" 5/8" GLASS BITE GLASS BITE EXTERIOR a GLASS TYPE 6 EXTERIOR a GLASS TYPE 8 • • • TABLE DIMENSIONS MAY BE • • ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �— LONG SIDE T Y� SHORT SIDE SHORT 1 SIDE LONG SIDE SHORT SIDE t I ONG DE 1 SHORT - -I SIDE JP• -03{16/18 - UPDA4900 • • • .. VALUES AND SIZES. • • ••• • • • • • 000000 go ••• • • � M j[� p • • a i7): nab. COLA 000 o }•r > > �o �• •dp (7 04 i N tC M 0U) U) M OJo•�m Z y b L•�••�� w 7.a W co IN F v • ¢ C7 • Oma o••0, ZO v o o H LL LL O J m '0 Q F ® laays Z_ of a 1n F- 07 Z a Z cf aro s o Q_ Z O W U W e X W 5 � a a ail1 sap s gas pNY'LYNN \CENSE'•. No.58705 WA101 A LYNN MILLER, P.E. RE # 58705 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE � DISTANCE NOTE 2, THIS SHEET WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2 -3/4" 5 1 EMBED 1 "• o INSTALLATION E.°;;� TYPE B TVP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET EMBEDMENT~ EDGE D e 1/4" MAX DISTANCE /�� { 1 1 SHIM USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. INSTALLATION INSTALLATION TYPE C TYPE B — EMBEDMENT 1X WOOD BUCKSTRIP, EMBEDMENT " Min. Embedment 114" MAX SEE NOTE 2, THIS SHEET a. 11 SHIM i • • TYP. ANCHOR TYPE, EMBEDMENT AND 12" EDGE EDGE DISTANCE PER SUBSTRATE, I VISIBLE LIGHT WIDTH = 5 III"'����•i WINDOW BUCK WIDTH 2-3/4" DISTANCE SEE TABLE 8, THIS SHEET 6 •••• • • • • • - CONCRETE/CMU PERANCHOR REQUIREMENT INSTALLATION METHOD D A j r MAX. + SHIM 9 } EXTERIOR STEEL SELF -DRILLING SMS (G5), SEE TABLE tt 6, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET _11 /4" MAX SHIM Anchor Substrate " Min. Embedment Max O.0 S acin. #12 or #14 410 SS Screw 11 9/16" i • • EXTERIOR 12" A36 Steel 3/8" 0.063" ' • • I VISIBLE LIGHT WIDTH = 5 III"'����•i WINDOW BUCK WIDTH 2-3/4" 12" •4 " •••• • • • • • - 1.3/8" 12" • • • WINDOW BUCK WIDTH A36 Steel 3/8" 0.063" • 1 CONCRETE/Cl& • Steel Stud Gr. 33 min. 3/8" 0.w045"(18 Ga ' PER ANCHOR • • • • TIP -TO -TIP WINDOW WIDTH REQUIREMENT HORIZONTAL SECTION A •';••: -A Concrete (min. 3.35 ksi) 1" 1-314" 17' 1/4" Steel Uttracon TABLE 8: 1" Anchor Substrate Min. Edge Distance Min. Embedment Max O.0 S acin. #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-3/8" 12" Aluminum 6063-T5 min. 3/8" 0.063" 12" A36 Steel 3/8" 0.063" ' 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Gal 12" w #12 or #14 Steel Scre(G5) Southern Pi6063-T5ne SG=0.55 9/16" 1.3/8" 12" Aluminum min. 3/6" 0.063" 17' A36 Steel 3/8" 0.063" • 17' Steel Stud Gr. 33 min. 3/8" 0.w045"(18 Ga ' 17' 114" 410 SS CreteFlex Un routed CMU, ASTM C-90 2-1/2" 1-114" 12" Concrete (min. 3.35 ksi) 1" 1-314" 17' 1/4" Steel Uttracon Concrete min. 2.85 ksi 1" 1-314" 17' Concrete min. 2.85 ksi 2-1/7' 1-318" 12 Un routed CMU ASTM C-90 2-11T 1-114" 1T 5116" Steel Ultracon Concrete min. 3.5 ksi 1-1/4" 1-314" 17' Grouted CMU ASTM C-90 2-117' 1-314" 17' -MIN. UI- 6 1 HKtAUS htYUNU I Ht Mt I AL SUBS IRA I E. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. Material Mn. Fr Mn. F. } 1X WOOD BUCKSTRIP, INSTALLATION NOTES: \ I SEE NOTE 2, THIS SHEET 90 ksi 110 ksi Elco UltraCon(M 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND • EDGE DISTANCE LIMITS. • • CONCRETE PER 6063-T5 Aluminum • • ANCHOR 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL • " REQUIREMENT THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN 33 ksi 45 ksi BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS •.r215 "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY TVP. ANCHOR TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION. AND EDGE DISTANCE PER W Z V'0 SUBSTRATE, SEE TABLE 8, THIS SHEET 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A ON_B SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR o MULLION NOA APPLIES TO WHOLE SYSTEM. Material Mn. Fr Mn. F. Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon(M 155 ksi 177 ksi 410 SS Elco CreteFle)O 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi 60Q" GES THIF***F•T• • • o • • ••• 00 0 • • • • • r2 p O 4 N iw 'O0 �•• U O M y • W –� •� 1= Z•LL cOp • ^ i ? gg n2. •.r215 LSU o ®p ❑ W Z V'0 � • ° •l1J o•> t TZ o O �Ig••o O g o JZ F O (7 ® U) Z g ,aa45 # 7 O J F U) Z ❑z Z_ z al° 5 LL O W Q O w ❑ U, X Q Z g IN r` LLL- all!L LL sap LL s ,1a5 \1111111111//// (30 LyNiV4, No.58705 O� . TE i �S"40RIDP--" , /S�0NAI.IE? A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION INSTALLATION TYPE G TYPE F 1X WOODBUCKSTRIP, EMBEDMENT SEE NOTE 2, THIS SHEET 1 /4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 6 SEE TABLE 9, THIS SHEET ryI 12 USED FOR ALL SIDES OF 8 ARCHITECTURAL EXTERIORSHAPES Q 11-7/8" ° . •a 29 O.C. MAX. ' CONCRETECMU PER ANCHOR REQUIREMENT WINDOW BUCK INSTALLATION HEIGHT TYPE H MAX. SHIM VISIBLE — LIGHT HEIGHT= g WINDOW BUCK HEIGHT - EXTERIOR 2-3/4'• STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET EXTERIOR \ VISIBLE LIGHT WIDTH = TYP. ANCHOR TYPE, EDGE EMBEDMENT AND EDGE 2X WOOD BUCKSTRIP DISTANCE DISTANCE PER SUBSTRATE, OR FRAMING, SEE SEE TABLE 9, THIS SHEET NOTE 2, THIS SHEET ------- 2' INSTALLATION jY' TYPE E EMBEDMENT EDGE Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga ' DISTANCE #12 or #14 Steel Screw (G5) �va" MAx Izr� 2 SHIM INSTALLATION INSTALLATION TYPE G TYPE F 1X WOODBUCKSTRIP, EMBEDMENT SEE NOTE 2, THIS SHEET 1 /4" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 6 SEE TABLE 9, THIS SHEET ryI 12 USED FOR ALL SIDES OF 8 ARCHITECTURAL EXTERIORSHAPES Q 11-7/8" ° . •a 29 O.C. MAX. ' CONCRETECMU PER ANCHOR REQUIREMENT WINDOW BUCK INSTALLATION HEIGHT TYPE H MAX. SHIM VISIBLE — LIGHT HEIGHT= g WINDOW BUCK HEIGHT - EXTERIOR 2-3/4'• STEEL SELF -DRILLING SMS (G5), SEE TABLE 9, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET EXTERIOR \ VISIBLE LIGHT WIDTH = Substrate WINDOW BUCK WIDTH - 2-3/4" Mr. EmbedrTent WINDOW BUCK WIDTH #12 or #14 410 SS Screw HORIZONTAL SECTION Teal r o C -C EMBEDMENT .a EDGE DISTANCE ° :ONCRETE/6MU • PER ANCHOrf • • • REQUIREMENT Anchor Substrate Min. Edge Distance Mr. EmbedrTent MAM.C. #12 or #14 410 SS Screw Southern Pine SG=0.55 9/16" 1-316" 2' Aluminum 6063T5 min. 3/8•' 0.063"' jY' A36 Steel 318" 0.063" ' 12" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga ' •2" #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/16" 1-3/9' ' Aluninum 6063-T5 min. 3/8" 0.01 12 A36 Steel 3/8" 1 12" Steel Stud. Gr. 33 min. 3/8" 0.045" 18 Ga ' 12" 114" 410 SS CreteFlex Ungrouted CMU, ASTM C-90 2-1/2" 1-1/4" 12" Concrete (n11rt 3.351 1" 1-3/4" 12•' 114" Steel UlVacon Concrete min. 2.65 ksi 1" 1-314" 12" Concrete min. 2.85 ksi 2-1/2" 1-3/8" 12" Ur r uteri Ci ASTM C-90 2-1/2" 1-114" 12" 5/16" Steel Ultracon Concrete min. 3.5 ksi 1-1/4' 1-314" 12" Grouted CMU ASTM G90 2-12" 1-3/4" 12" rv.—r CHUJ rSCT VIVU II'1C NIC IHL JUtlJIKHI t. ..UN CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. • a • Material Mn. Fy Min. F. Steel Screw 92 ksi MAX SHIM 410 Screw 90 ksi 110 ksi Elco UtraCorl® 155 ksi INSTALLATION NOTES: 410 SS Elco CreteFle)O 127.4 ksi 189.7 ksi WOOD BUCKSTRIP, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND 22 ksi A36 Steel r—il E NOTE 2, THIS SHEET EDGE DISTANCE LIMITS. 33 ksi 1 45 ksi 2. WOOD BUCKS DEPICTED ON THIS SHEET AS ••1X", ARE BUCKS WHOSE TOTAL CONCRETE PER THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN EMBEDMENT ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS REQUIREMENT "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY • , • AUTHORITY HAVING JURISDICTION, INSTALLATION II EDGE Y TYP. ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TYPE F DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D -D 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. • a • Material Mn. Fy Min. F. Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UtraCorl® 155 ksi 177 ksi 410 SS Elco CreteFle)O 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 1 45 ksi • 6( GANGES TW51i • • • • i M C +� • •a w J • • V Df •n p N rn r raD • -� fi W••oc9 W WUo Q 0• W — co 1 •• / U �• 0< O• `JM v •a Z oaL•�• O 0 gZ c O Q ® Z Q 7,; 41 F O 2 a0 O alo: Z Lu d ° J C w 0 4 r LU O LU = < LL W Q al/q�sap sa�� / NV LYNAI i i * :' No. 58705 '•: ax_-0 ST TfEf��•((/�� T� •. •. F<OR.... . \�� A. LYNN MILLER, P.E. P.E.# 58705 FIN FRAMES ARE ONLY TO BE USED TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 14 (PVB INSTALLATION OR FRAMING, SEE INTERLAYER), NOT TO BE USED WITH EMBEDMENT AND EDGE —�-I EMBEDMENT TYPE J TYPE K DISTANCE PER SUBSTRATE, I NOTE 2, THIS SHEET EDGE I GLASS TYPES 5-8, (SG INTERLAYER). SEE TABLE 10, THIS SHEET DISTANCE I i!4" MAX EDGE DISTANCE —+{ EDGE I SHIM INSTALLATIONr DISTANCE n y I I 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP O TYPE I 1 OR FRAMING, SEE OR FRAMING, SEE f NOTE 2, THIS SHEET NOTE 2, THIS SHEET .R plyP g ig' hD ce�mplying with 411m Florida I I TYP. ANCHOR TYPE, EMBEDMENT AND L'nildmg Code EDGE DISTANCE PER SUBSTRATE, Acccpla°a III. SEE TABLE 10, THIS SHEET Expiration Dale SHIM I) I �1 B \ 1 I �iA�....`a? EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2 -314" INSTALLATION TYPE J USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. INSTALLATION! NSTALLATION � YPE L EXTERIOR a EMBEDL MENT 1 MAX. SHIM STEEL SELF -DRILLING SMS (G5), 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 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET r1/4" MAX SHIM EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT �— EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F fVISIBLE LIGHT WIDTH = I ffff��� WINDOW BUCK WIDTH - 2-3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION E -E W_EMBE DMENT . • • EXTERIO 15• ••.• i • • Anchor Substrate Min. Edge Max. O.C. Distance S cin 2-1/2" x .113" Box Nail Southern Pine SG=0.55 5/16" 5' 2-1/2" x .131" Common Nail Southern Pine SG=0.55 318" 5' 2-1/2" x .145" Roofing Nail Southern Pine SG=0.55 3/8" 5" Southern Pine SG=0.55 1/2" 5" #10 x 1" Steel Screw (G5)` 0.093" Aluminum 6063-T5 min. 5116" 5" 1/16" A36 Steel 5/16" 5" 0.045" 18 Ga Steel Stud Gr. 33 5/16' 5" INSTALLATION NOTES 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Material Mn. F, Mn. F. 2. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL Steel Screw 92 ksi 120 ksi BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 606}75 Aluminum 16 ksl 22 ksl 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHERA36 Steel 36 51 58 ksi WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM, Gr. 33 Steel Stutl 33 ksl 1 45 ksi "Wi GES THil*%*Fsi • • U NY LYN/V '. No. 58705 tl& ��A .FCORIDP;••• • G / /SS/ONA%- E\. '/1111111111 A. LYNN MILLER, P.E. P # 58705 EDGE DISTANCE TYP. ANCHOR TYPE, FIN FRAMES ARE ONLY TO BE USED 'III IIII VIII #12 or #14 410 SS Screw 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE IIII IIII IIII llll WITH GLASS TYPES 14 (PVB Alum num 6063-T5 ain. 3/8" 0.063'* •9{SiANGE A36 Steel 3/8" 0.063" ' DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER), NOT TO BE USED WITH INSTALLATION EMBEDMENT 4 OR FRAMING, SEE NOTE 2, THIS SHEET SEE TABLE 11, THIS SHEET 6.2" GLASS TYPES 5-8, (SG INTERLAYER). TYPE N 6.2" 5 PER ANCHOR • • • • 1/4" tttt'"'����� VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" EMBEDMENT REQUIREMENT • • • • • • MAX WINDOW BUCK WIDTH - INSTALLATION - EXTERIOR -00• SHIM 11.6" 1/4" Steel Ultracon • • • • TYPE M C 114" MAX SHIM 15 000900 11.6" Un routed CMU ASTM C-90 2-1l2" 1-t14" PRODUCT REVISED EMBEDMENT 1X WOOD BUCKSTRIP, SEE 1 Concrete min. 3.5 ksi a � O ! 2X WOOD BUCKSTRIP O NOTE 2, THIS SHEET 11.6" frith tM Fimida MAX OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, AND Substrate B"ilmp3yug Duikdmg CoAe E�Hccga Wit$' � f�SHI 3 SHIM �1 R SUBSTNT RATE, EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET / 1 By Minsni mi Prodact EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2 -3/4" USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-718" O.C. MAX. EXTERIOR a EDGE DISTANCE STEEL SELF-DRILLIN SMS (G5). SEE TABLE 11. THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET INSTALLATION TYPE N a EMBEDMENT CONCRETE/CMU PERANCHOR EDGE REQUIREMENT DISTANCE _11/4" MAX SHIM 1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE, O SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Material Mn. Fy Mn. F„ 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN 1-I tT'. IX WOOD Steel Screw 92 ksi 120 ksi BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS -2X" ARE 410S- 90 ksi 110 ksi 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS Eko UIr.Co 9 155 hi 177 ksi APPROVED BY AUTHORITY HAVING JURISDICTION. 410 SS Eko Cretel"'x 127.4 Ili 18.9.7 ksi 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE 606375 SteelAlt um 38 ksi i2 ksi WINDOW FRAME. 336 Steel 361¢1 58 ksi Ci 33 Steel Slud 33 ksi 45 ksi VERTICAL SECTION H -H 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. •rli� ANGES TyIS rpWi➢ • 'III IIII VIII #12 or #14 410 SS Screw Southern Pine SG -0.55 • •EDGE• IIII IIII IIII llll 6.2" Alum num 6063-T5 ain. 3/8" 0.063'* •9{SiANGE A36 Steel 3/8" 0.063" ' 6.2" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga ' 6.2" #12 or #14 Steel Screw (G5) 4 11 CONCRETE/CMLI& • 6.2" Aluminum 6063-T5 min. 318" 0.063"' 6.2" 5 PER ANCHOR • • • • 1/4" tttt'"'����� VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2-3/4" 6.2" REQUIREMENT • • • • • • MAX WINDOW BUCK WIDTH - 1-1/4" - EXTERIOR -00• SHIM 11.6" 1/4" Steel Ultracon • • • • 1" HORIZONTAL SECTION G -G 11.6" 15 000900 11.6" Un routed CMU ASTM C-90 2-1l2" 1-t14" 11.6" 5/16" Steel lJltracon Concrete min. 3.5 ksi a � O 1-3/4" 11.6" G TABLE 11: 11.6" g o � Anchor Substrate Mn' Edge Mn. Embedment Max O.C. • • • Z Z Distance Spacing F _11/4" MAX SHIM 1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE, O SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Material Mn. Fy Mn. F„ 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN 1-I tT'. IX WOOD Steel Screw 92 ksi 120 ksi BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS -2X" ARE 410S- 90 ksi 110 ksi 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS Eko UIr.Co 9 155 hi 177 ksi APPROVED BY AUTHORITY HAVING JURISDICTION. 410 SS Eko Cretel"'x 127.4 Ili 18.9.7 ksi 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE 606375 SteelAlt um 38 ksi i2 ksi WINDOW FRAME. 336 Steel 361¢1 58 ksi Ci 33 Steel Slud 33 ksi 45 ksi VERTICAL SECTION H -H 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. •rli� ANGES TyIS rpWi➢ • #12 or #14 410 SS Screw Southern Pine SG -0.55 9/16" 1-3/8" 6.2" Alum num 6063-T5 ain. 3/8" 0.063'* 6.2" A36 Steel 3/8" 0.063" ' 6.2" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga ' 6.2" #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9116" 1-3/8" 6.2" Aluminum 6063-T5 min. 318" 0.063"' 6.2" A36 Steel 3/8" 0.063"' 6.2" Steel Stud Gr. 33 min. 3/8" 0.045" 18 Ga ' 6.2" 114" 410 SS CreteFlez Un routed CMU ASTM C-90 2-1l2" 1-1/4" 11.6" Concrete (min. 3.35 ksi) 1" 1-314" 11.6" 1/4" Steel Ultracon Concrete min. 2.85 ksi 1" 1-314" 11.6" Concrete min. 2.65 ksi 2-1/2" 1-318" 11.6" Un routed CMU ASTM C-90 2-1l2" 1-t14" 11.6" 5/16" Steel lJltracon Concrete min. 3.5 ksi a � O 1-3/4" 11.6" Grouted CMU ASTM C-90 2-1/2" 1-314" 11.6" _11/4" MAX SHIM 1X WOOD BUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE, O SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Material Mn. Fy Mn. F„ 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN 1-I tT'. IX WOOD Steel Screw 92 ksi 120 ksi BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS -2X" ARE 410S- 90 ksi 110 ksi 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS Eko UIr.Co 9 155 hi 177 ksi APPROVED BY AUTHORITY HAVING JURISDICTION. 410 SS Eko Cretel"'x 127.4 Ili 18.9.7 ksi 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE 606375 SteelAlt um 38 ksi i2 ksi WINDOW FRAME. 336 Steel 361¢1 58 ksi Ci 33 Steel Slud 33 ksi 45 ksi VERTICAL SECTION H -H 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. •rli� ANGES TyIS rpWi➢ • rj • • a vi N �••• w r ow a1 t� t 6 LL 4!�•Q� 4E U o ®� 09 • W - c0 r� W•�• U ¢ � Ur 9 • `J • a � O D O g o � J Q ® Z Z - O O F Q Z QZ J Q a1oa5 Q O � O O LU X Z_ Z n LL aH�l LL -sap s .as `1'11111111//, ANY LYN/v No. 58705 ��0�•. ATE OF ✓.(/ i � �'•.'`�CORIO P.•'•G��� //,/ONAL 1111` A. LYNN MILLER, P.E. P.E.# 58705 TARI F 12 Item PGT Part# Description Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equalaeg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/16" Lami. Glass Beading Alum. 6063-T5 5 14254 II.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Coker Alum. 6063-T5 6b 4224 Installation Fastener Cowr for Curves Rigid PVC 8 4267 7/16" Lami. Glass Beading forCurees Alum. 6063-T5 9 4269 I.G. Beading for Curves Alum. 6063-T5 10 70589C Gasket (at 90° comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 12 1 61308K Foam Beading Tape ❑ Z 13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3/16" x 7/16'x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16" x 1-3/32" x 4" Neoprene, Duro. 85 +/-1 29 76Xll4FP #6 x 1-1/4" FH SMS (Cureed Beading) Stainless Steel 30 781PDX #8x 1" Quad PH SMS (Assembly) Stainless Steel 75 76 77 78 1 1 Kommeding Kodispace 4SG TPS Quanex Super Spacer nXr jQuanex Duraseal Spacer ICardinal XL Edge Spacer See this Sheet for Materials ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 2.784" .094" al�— .074" .062" .438" 1.000" — 500" Pq�—�-I�— .050"'— OFLANGE FRAME 2.784" .094" __11-.— .074" 062' 1.375" i 500" .438" -F-4- 0 EQUAL-LEG FRAME 2.784" 4�— I .074" r ,01 1.375" + 1 .500" 438" } .050".aoos• 1.125" .077" L OFIN FRAME 1 - I .970" Imo— �� 346" 1.037" .970" 11 346"• • • • 0 675 .675" .75 j 0000••7— • .050 050" .050" �—�{�— .050" F I~.050" • • • • • • 711 6" LAMI I.G. GLASS 0000 O GLASSBMEADING O EADING BEADING GLASS 6a AS ENER CCOVER INSTALLATION O FOR CURGLASS VESNG O FOR CURVES • • • • • • 00.0.0 HOT -MELT ALUMINUM • • SILICONE BUTYL POLYISOBUTYLEA "TFILL REINFORCEMENT STRUCTURAL S5/16" NOM. POLYISO- 1/4" NOM. 3/16" NOM. :OCtNE 5/16" NOM.TBUTYLENE WITH STRUCTURAL BUTYL 8 �'I• DESICCANT SILICONE DESICCANT ROLL-FORMFOAM WITH FOAM STAINLESS SEEXT.GLASS DESICCANTEXT.GLASS EXT.GLASS EXT.GLASS INT.GLASS INT. GLASS INT. GLASSNT.GLASS 75 4SGITPSCE 76 NXTSUPER SPACER® DURASEA77 SPACER L® 78 XL EDER TM ASSEMBLY DETAILS FOR FIN FRAMES 90" CORNER FRAME ASSEMBLY EXTERIOR ANGLED/CURVED FRAMEASSEMBLY EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS PRODUCT REVISED as c—ptyivg wish the Florida I3.0dmg Cod. Ac ,I oce NO 1S–OoeB E,,oirn . DateT&_Jq__' N464NGES THIS SH roT. •• • 0000•• 0000•• •W•••• ? •� ED na 6 BLY ❑ • � o 900 CORNER o N r- �� FRAME ASSEMBLY Q O m I 10 k 4 10 ALL CORNERS TO j ALL CORNERS TO j USE GASKET I AND/OR SEALANT � USE GASKET ANDlOR SEALANT�I/UAL-LEG o xliw O ' Z a CO FRAME11 oN 7M0 W r o> a EXTERIORGE z O Z rn o O FRAME U EQUAL -LEG FRAME IOR EXTERIOR O AND EXTERIOR FRAME WELDS ❑ Z O FLANGE FRAME (SHOWN) OR CORNER KEYS AT 30 SCREW BOSSES. SEALANT AT ALL CORNERS 0 ASSEMBLY DETAILS FOR FIN FRAMES 90" CORNER FRAME ASSEMBLY EXTERIOR ANGLED/CURVED FRAMEASSEMBLY EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS PRODUCT REVISED as c—ptyivg wish the Florida I3.0dmg Cod. Ac ,I oce NO 1S–OoeB E,,oirn . DateT&_Jq__' N464NGES THIS SH roT. •• • 0000•• 0000•• •W•••• ? •� na 6 ❑ • � o v o N r- �� a !a O Q O 00 04 • i w •Qo% Fw b - • 0 �� O J OO ay co o xliw O ' Z a CO W oN 7M0 W r o> a z z O Z rn o O w U 4H O O J F-- ❑ Z O ® rn m U) Z 757 3 0 rn z o ❑ Z 0 5 o o 3:~ X w w v X O LL a�1�1 m sap d s uas NV LYNN ' \GENS ". <' i * : No. 58705 •* _ 0 ST TE OF L '.7j� `E?`�� A LYI VMJLLIEi, P.E. P. E.# 58705 . ... . . ... % .. % .. . . . . . . . . . . . ....... .... M IAM I-DADE • • • • DEPARTMENT O BSGrIi1•ATO:W6AWUECO"I♦(. RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF A1QC,EJ?TANCE (NOA) PGT Industries Ide. : •' : ; ; ; . • • 1070 Technology Drove: North Venice, FL 1427 , • •v MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SH7700A" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an 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 Oficial. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.06 Expiration Date: August 23, 2023 $S1 i . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... PGT Industries. Inc. •.. NOTICE? OF'A(:CEPTANoCE: EVIDENCE SUBMITTED • • ••• ••• ••• •• A. DRAWINGS • • • • . • *so . • . ..... 1. Manufactjjr'j je�av,i.ngs. and sections. 2. Drawixlg M. *7 700NDN- a,.t ;led "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, 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 with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, 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 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuelrez. Product ContrExa finer NOA No. - 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-1 . . ... . . . ... .... . ...... . . . . . . . . . . . . ....... .... PGT Industries, Inc. : iUiiI F. OF:Ai.CEPT.kwt: EVIDENCE SUBMITTED . . . . . , . . . ... ... ... 09 E. MATERIAL CERTIFICATIONS 1. NotiC � *o � c e t �i 'o. 4 � 1114.14 issued to Kurara America Inc. for their e � � C A aS � � 7- Y "Trosifoll®.UStr char! Clear: and Color PVB GIass Interlayers" dated 01/18/18, expirmg on 07/68/)•9. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6" Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, P.E G. OTHERS 1. None. E-2 �v Manuel er , E. Product Control E a I NOA No. 18- 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 - SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREM i1;i€FIORIDA BUILDING CODE INCLUDING THE HIGH VELO('ITY Hi ID �HVH7) 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED, USE ONLY GLASS TYPES 3, 7, 12, 13 OR 15. 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. 4) ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE 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 AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A'NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% 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) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7835.1 & 18-7835.2; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL Elr,HRP A AI I OWARLE SASH CONFIGURATIONS AND SHAPES �{ WIDTH WIDTH WIDTH I+- LARGE & SMALL MISSILE IMPACT RESISTANT TIVI 2 2 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 118" AN 2 3 RADIUS -TOP WITH PROVIEW SASH RECTANGULAR WITH CUSTOM SASH ALL%qrE_S WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. �17-13/16" MAX, O.0 18-3/8" MAX. 77! 17-3/4" MAX. 17-3/4" (17-1/4" CC4) M B E Ax_ B SEE O.C. SHEETS a&9 A, SEE SHEETS 8 & e Ff EQUALLY SPACED ANCHORSPER TABLES 6 & 7 X I4 EQUALLY SPACED I / ANCHORS PER TABLES 6 & 7 9-1/2" MAX. (9" MAX. BUCK) I T B NO ANCHORS AT SILL " 53-118" MAX. TIP TO TIP WIDTH TABLE 1: ALLOWABLE GI 9-1/2" MAX. (9" MAX. BUCK) 17-3/16" MAX. O.C. 1 84" 1 MAX. TIP 12-1116" MAX. O.C. TO _ TIP HEIGHT 13-5116" MAX. O.C. TYP. FLANGE DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, SEE SHEETS 2-5 LARGE & SMALL MISSILE IMPACT RESISTANT 52-1/8" MAX. BUCK WIDTH D. SEE �_ 5" MAX. O.C. SHEET 10 I� 0I C, SEE SHEET 10 1 5" MAX. O.C. 4-11/16" MAX. •• • • BUCK ••••• HEIGHT* • • • 1. • 1 • • WEEP NOTCH 4-11/16"MAX. +J_�'11";EEPV?CW F EACH END AT E`C4i END • SAME ELEVATION FOR TYP. FIN FRAME SHOWN WITH )RATION EQUAL -LITE CONFIGURATION Glass Type Description (Listed from Exterior to Interior) DP a 1 1/8"AN, .090" PVB, 1/8" AN 2 2 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 118" AN 2 3 13/16" LIG: 118" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 4 1/8" HS, .090" PVB, 1/8" HS 4 5 3/16" AN, .090" PVB, 3/16" AN 4 6 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 7 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 8 3/16" AN, .090" SG, 3/16" AN 5 9 3/16" HS, .090" SG, 3/16" HS 5 10 13/16" LIG: 118" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 11 13/16" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3116" AN 5 12 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 13 113/16" LIG: 1/8" TP CAP, AIRSPACE, 3116" AN, .090" SG, 3/16" AN 5 14 13/16" LIG: 3/16" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 15 13116" LIG: 3116" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 CODES /STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM El 300-09 •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 -AISC 360-10 4�Q?TERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7. 4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEGBOX). SG= KURARAY SENTRYGLAS• INTERLAYER BY KURARAY AMERICA, INC. PVB = KURARAY TROSIFOL• PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED GENERAL NOTES ................................................. 1 ELEVATIONS......................................................... 1 DESIGN PRESSURES / GLAZING DETAILS........ 2-4 ANCHOR QUANTITIES .......................................... 5-6 INSTALLATION, FLANGE ...................................... 7 INSTALLATION, EQUAL LEG ____ ..................8 INSTALLATION, INTEGRAL FIN ............................ 9 EXTRUSION PROFILES ......................................... 10 ASSEMBLY & PARTS LIST .................................... 11 • • tiOf 9.1 • o } r O o a �4 • � v • zN aloe • Q O .990•0 a� Z Z bio Z W •(D�pO • ®� o L• L � VV J M 0 u 1 oN `9ma W •--• �� a a En O�Z oU 1n Z O F- = Q W r O ® 4 J atf it W Z O IedVS a Z O � z Z Q a, O O g LU Z r 2 J anal W 0 :ao W s „as YILYNN * No. 58705 = O,� •. ST TE OF s1ONA� 1ENG A. LYNN MILLER, P.E. P.E.# 58705 • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT- 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 5/16" NOW GLASS STACK 1/8' AN GLASS .090" PVB -118" AN GLASS 30 26 2" NOM. • • GLASS BITE 75 • • • EXTERIOR • • • a...... • GLASS TYPE 1 • • • • • • • • �I 13116" NOM. • • GLASS STACK .090" PVB • • • • AIRSPACE • • • 1/8"AN GLASS 1/8" AN GLASS GLASS TYPE 2 iI TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE.'//� vlVfil. 1;11` - 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP= TEMPERED A LYNN MILLER, P.E. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED P,E u 58705 Bottom Sash O -lotion fur Given Range Sash Height Range (In) Design Press ss' ypes 7 & 2 Tip to Tp Width 18" 25" 1 33' 37 - 41" 45' 49" 53-118" 24" Equal -lite 12.464 +6 . -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 *65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 Equal -lite 15.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 31" Standard Prodew 12.994 -15.963 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.17 -80.0 +65.0 -80.0 +65.0 -80.0 Shortest 12.464 -12.993 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Equal -lite 19.6 +65.0 -W.0 .0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Stantlard ProWew 15.944 - 19.6 +65.0 -B0.0 +65.0 80.0 +65.0 -80.0 x65.0 80.0 +65,0 -80.0 +65.0 80.0 +65.0 -80.0 39-318' Custom Size 15 131 - 15.943 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Custom Size 14.131 - 15.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Shortest 12,464 - 14.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Equal -lite 22964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 20.131 - 22.963 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -00.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Standard ProWew 18.594 - 20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -BD.0 +65.0 -80.0 45' Custom Size 16.131 - 18.593 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.D +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Custom Size 15.131 - 16.130 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +650 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 14.131 -15.130 +65.0 -60.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Shortest 12.464 .14 130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Equal lite 24.964 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 Custom Size 22.131 - 24.963 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Standard Prodew 20.194 - 22.130 +65.0 80.0 +65, 0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 800 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 49" Custom Size 18.131 - 20.193 +65.0 80.0 +65.0 -00.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Custom Size 16.131 - 18.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Custom Size 14.131 - 76.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -77.6 Shortest 12.464 - 14.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.1 Equal -lite 25.777 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Custom Size 24.131 - 25.776 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Standard Prouew 20.844-24.130 +65.0 80.0 +65,0 -WOR665 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80,0 o. Custom Size 20.131 - 20-043 +65.0 80.0 +65.0 80.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +650 -80.0 +65.0 80.0 50 5/8 Custom Size 18.131 - 20.130 +65.0 80.0 +65.0 -80.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 16.131 - 18.130 +65.0 80.0 +65.0 80.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.6 Custom Size 14.131-16A30 +65.0 80.0 +65.0 -80.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -75.1 Shortest 12.464 -14.130 +65.0 80.0 +65.0 -80.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -73.9 Equal4ae 31.964 +65.0 80.0 +65.0 -80.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80,0 Custom Size 28.131-31+963 +65.0 80.0 +65.0 -80.0 . 80.0 +65.0 -80.0 +65.0 80.11 +65.0 -80.0 +65.0 80.0 +65.0 -77.6 AM 25.794-28.130 StgEqml4ite +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -73.9 ze 24.131 - 25.793 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -72.7 63" ze 22.131 - 24.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -78.8 +65.0 -70.5 ize 20.131 - 22130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +65.0 88.4 ize 18.131 - 20.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +650 -80.0 +65.0 -80.0 +65.0 -75.4 +65.0 86.5 ize 16.131 -18.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -77.1 +65.0 -73.8 +64.7 84.7 13.194• -16.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.9 +65.0 -71.0 +65.0 88.2 +62.3 82.3 gme 38.464 +65.0 -80.0 +65.0 -W.0 +65.0 -WA +65.0 80.0 +65.0 -1 +65.0 80.0 +65.0 -80.0 +65,0 -73.9 Custom Size 36.131-38.463 +65.0 -80.0 1 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -79.B +65.0 -71.6 Custom Size 34.131 - 36.130 +65.0 -80.0 +65.0 1 80.0 +65.0 80.0 +65.0 80.0 1 +65.0 80.0 +65.0 80.0 +65.0 -77.9 +65.0 89.4 76" Standard Provi . 30.994 - 34.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.4 +65.0 86.5 Custom Size 30.131 - 30.993 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -78.9 +65.0 -74.6 +65.0 -65.6 Custom Size 26.131 - 30.130 +65.0 80.0 +65.0 80.11 +65.0 80.0 +65.0 -80.0 +65.0 -79.1 +65.0 -75.3 +65.0 -71.9 +63,8 83,8 Shortest 26.194'-28.130 +65.0 -80.0 +65.0 80.0 +65,0 80.0 +65.0 80.0 +65.0 -75.9 +65.0 -71.8 +65.0 -68.2 +62,3 82,3 Equal -lite 42.464 +65.0 -80.0 *65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -77,9 +65.0 89.4 84" Custom Size 38.131 -42.463 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -78.9 +65.0 -74.6 +65.0 -65.6 StandardP__ 34.194• -38.1301 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -75.9 +65.0 -71.8 +65.0 -68.2 1 +62.3 82.3 • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT- 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 5/16" NOW GLASS STACK 1/8' AN GLASS .090" PVB -118" AN GLASS 30 26 2" NOM. • • GLASS BITE 75 • • • EXTERIOR • • • a...... • GLASS TYPE 1 • • • • • • • • �I 13116" NOM. • • GLASS STACK .090" PVB • • • • AIRSPACE • • • 1/8"AN GLASS 1/8" AN GLASS GLASS TYPE 2 iI TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE.'//� vlVfil. 1;11` - 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP= TEMPERED A LYNN MILLER, P.E. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED P,E u 58705 TABLE 3: • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT i"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. Bottom Sash Descriptionage Green Range Ran Sash HeightDesign Pressure lfor Glass Type 3 Range (in) Tp to To Width 18' 1 25" 1 33" 3T 41" 45" 49' 53-118" 24" Equal -lite 12.464 +65.0 -80.0 «65.0 -80.0 +65.0 -80.0 +650 -80.0 +65.0 80.0 +65.0 80.0 «65.0 -80.0 +65.0 -80.0 Equal -lite 15.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 31" Standard Pnniew 12.994 - 15.963 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -00.0 +65,0 -80.0 +65.0 -80.0 Shortest 12.464 - 12.993 +65.0 80.0 +65.0 -BD.O +65. D 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 Equal -lite 19.652 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65,0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 800 Standard Prowew 15.944-19.651 +650 80.0 +65.0 -80.0 +65.0 80.0 +65,0 -80.0 +65.0 80.0 +65.0 -BOA +65.0 -80.0 +65.0 -80.0 38-318" Custom Size 15.131 -15.943 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +55.0 80.0 +65.0 -80.0 +55.0 -80.0 Custom Size 14.131 -15.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 1 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 Shortest 12.464 -14.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -00.0 Equal -lite 22964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65,0 80.0 +65.0 80.0 Custom Size 20.131 -22.963 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -800+650 80.0 +65.0 80.0 Standard Prowew 18.594-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 8 0.0 +65.0 -.0 80 45' Custom Size 16.131 - 18.593 +65.D 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Custom Size 15.131 -16.130 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65,0 80.0 +65.0 80.0 +65.080.0 +65.0 80.0 Custom Size 14.131 - 15.130 +55.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 Shortest 12.464 - 14.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 Equal -lite 24.964 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 Custom Size 21131 - 24.963 +65.0 80.0 +65.0 80.0 1 +65.0 1 80.0 +65.0 1 80.0 1 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 Standard P"ew 20.194 - 22.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 1 80.0 +650 80.0 +65.0 1 80.0 +65.0 -80.0 +65.0 80.0 49" Custom Size 18.131 - 20.193 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Custom Size 16.131 - 18.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.D 80.0 +65.0 80.0 +65.0 -80.0 Custom Size 14.131 - 16.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 Shortest 12.464 - 14.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 Equalaite 25.777 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Custom Size 24.131 - 25.776 +65.0 80.0 +65.15 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 I Standard Prview 20.844 - 24.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 '- 50-5,6.Custom Custm Size 20.131 - 20.643 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +6510 80.0 +65.0 80.0 F- Size 18.131 - 20.130 +65.0 80.0 +65.0 80.0 +65.0 800 +65.0 1 80.0 1 +65.0 80.0 +65.0 1 80.0 +65.0 80.0 +65.0 -80.0 Custom Size 16.131 - 18.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 800 +65.0 80.0 +55.0 80.0 +65.0 80.0 +65.0 80.0 Custom Size 14.131 - 16.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Shortest 12.464 -14.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 1 80.0 +65.0 80.0 Equal -life 31.964 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 8010 +65.0 80.0 +65.0 80.0 +65.0 80.0 Custom Size 28.131 - 31.953 +65.0 80.0 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Standard Prouew 25.794 - 28.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +55.0 80.0 +65.0 80.0 +65.0 80.0 Custom Size 24.131 - 25793 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +650 80.0 +65.0 800 +65.0 80.0 +65.0 80.0 +65.0 80.0 63" Custom Size 22.131 - 24.130 +65.0 80.0 +65.0 1 80.0 +65.0 1 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 1 +65.0 -80.0 +65.0 80.0 Custom Size 20.131 - 22.130 +65.0 1 80.0 +65.0 -80.0 +65.0 80.0 1 +65.0 1 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -78.0 Custom Size 18.131 - 20.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -75.8 Custom Size 16.131 - 1&130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -73.8 Shortest 13.194" - 16.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0-80.0 +65.0 1 -77.7 1 +65.0 -71.0 Equal -lite 38.464 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +650 -80.0 Custom Size 36.131 - 38.463 +65.0 -80.0 +65.0 -60.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -60.0 Custom Size 34.131 - 36.130 +65,0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80,0 +65.0 80.0 +55.0 -80.0 +65.0 80.0 +65.0 -79.1 76" Standard Pradew 30.994 - 34.130 +65.0 -80.0 +65.0 -80.0 1 +65.0 80.0 +65.0 80.0 +65.0 1 80.0 +66.0 -80.0 +65.0 80.0 +65.0 -75.8 Custom Size 30.131 - 30.993 1 +65.0 -80.0 +65.0 -BD.D +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.15 +65.0 -74.8 Custom Size 28.131 - 30.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80,0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -727 Shortest 26.194"-28A30 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 815.15 +65.0 80.0 +65.0 -80.0 +65,0 -77.7 +65.0 Equal -lite 42464 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.15 +65.0 -80.0 +65.0 80.0 +65.0 -79.1 84" Custom Size 38.131 -42.463 +6&0 -80.0 +65.0 -80.0 +650 80.0 +65.0 80.0 +65.0 80.0 +65,0 -80.0 +65.0 80.0 +65.0 -74.8 Stantlartl Prodew 34.194'-38.730 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65,0 80.0 +65.0 -80.0 +85.0 -77.7 «65,0 -71.0 • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT i"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. GLASS TYPE 3 AN=ANNEALED TP= TEMPERED HS= HEAT STRENGTHENED LYNAI %CENS j !t1�((�: * No.58705 0�•. ST TE'F 414 %F,pS,'ONAL -0, `. //'1j tt 1\�` A. LYNN MILLER, P.E. P.E.# 58705 NOM. GLASS STACK 090" PVB AIRSPACE 118" TP GLASS 118" AN GLASS tTERRX- IO aS@OR GLASS TYPE 3 AN=ANNEALED TP= TEMPERED HS= HEAT STRENGTHENED LYNAI %CENS j !t1�((�: * No.58705 0�•. ST TE'F 414 %F,pS,'ONAL -0, `. //'1j tt 1\�` A. LYNN MILLER, P.E. P.E.# 58705 TARI F 4' Design Pressure (Ilislf12) for Glass Types 4-7 NOM. GLASS STACK Bottom Sash crip Destion for Given Range Sash Hr ght Tip To T p Bongo' 53-118" 24" EquaHite 12.464 +65.0 430.0 31" Equal -lite 15.964 +65.0 -80.0 Standard Provlew 12.994 -15.963 +65.0 -80.0 GLASS BITE Shortest 12.464-12.993 +65.0 -80.0 70-73 EquaWte 19.652 80.0 Custom Size Standard Provlew 15.944 - 19.6510.0 35@O 38-316' Custom Size 15.131 - 15.94380.0 Equal-Ilte 22.964 +80.0 -110.0 Custom Size 14.131 - 15.130430.0 20.131 - 22.963 +800 -110.0 Q Shortest 12.464-14.130-80.0 F01 45" Custom Size EquaHite 22.964 430.0Custom 15.131 - 16.130 +80.0 -110.0 Size 20.131 - 22.96390.0Standard 14.131 - 15.130 +80.0 -110.0 Pro- 18.594-20.130-80.045" O � Equal -lite Custom Size 16.131 -18.59390.0 Custom Size 22.131 -24.963 +80.0 -110.0 Custom Size 15.131 - 16.130 +65.0 90.0 49" Custom Size 14.131 - 15.130 +65.0 430.0 Custom Size Shortest 12.454 .14+130 +6SD 430.0 14.131 - 16.130 +BOO -110.0 Equa141lq 24.964 +65.0 70.0 Custom Size 21131- 24.963 +65.0 430.0 Custom Size 24.131 - 25.776 +80.0 -110.0- Slandam Proiew 20.844-24.130 +80.0 -110.0 Standard Proview 20.194-22.130 +65.0 90.0 49" Custom Size 18.131 - 20.193 +65.0 90.0 !!% Custom Size 16.131 - 18.130 +65.0 430.0 Custom Size Custom Size 14.131 - 16.130 +85.0 430.0 2 Shortest 12.464 - 14.130 +65.0 -80.0 p° Equal41te 25777 +65.0 -80.0 n Custom Size 24.131 - 25.776 +65.0 -80.0 o Standard P-im 20.844 - 24.130 +65.0 -80.0 _, 5 8„ Custom Sae 20.131 - 20.843 +65.0 -60.0 18.131 - 18.130 +80.0 -110.0 Custom Size 18.131 - 20.130 +65.0 -80.0 Custom Sze 16.131 - 18.130 +65.0 430.0 Custom Size Custom Size 14.131 -16.130 +65.0 430.0 Shortest 12.464-14.130 +65.0 90.0 Custom Size Equal -the 31.964 +65.0 90.0 26.194'-28.130 +80.0 -110.0 Custom Slze 28.131 - 31.963 +85.0 90.0 84" Standard PrWm 25.794-28.130 +65.0 90.0 Standard PrE iew 34.194' - 38.130 +80.0 -110.0 Custom Size 24.131 -25.793 +65.0 430.0 63" Custom Size 22.131 -24.130 +65.0 90.0 Custom Size 20.131 - 22 130 +65.0 -613.0 Custom Size 18.131 -20.130 +65.0 -80.0 Custom Size 16.131 .18 130 +65.0 -80.0 Shoitest 13.194' - 16.130 +65.0 -80.0 Equal -lite 38.454 +65.0 90.0 Custom Size 38.131 - 38.463 +65.0 -80.0 Custom Size 34.131 - 36.130 +65.0 90.0 76" Standard PrWew 30.994-34.130 +r�.5.0 -80.0 Custom Size 30.131 - 30.993 +65.0 90.0 Custom Size 28.131 - 30.130 +65.0 -80.0 Shortest 28.194'-28.130 +65.0 -80.0 EquaHite 42.464 +65.0 90.0 B4" Custom Slze 38.131 -42.463 +65.0 90.0 Slantlard Pmdew 34.194' - 38.130 +65.0 90.0 5/16" NOM. �- GLASS STACK .090" PVB 1/8" HS GLASS 1/8" H; GLASS 30 26 12" NOM. EXTERIOR GLASS BITE a 7a 34 GLASS TYPE 4 7116" NOM. I GLASS STACK 3116" AN GLASS .090" PVB 30 3116=AN GLASS z7 11 12" NOM. EXTERIOR GLASS BITE a 74 M GLASS TYPE 5 13116" NOM. rp- GLASS STACK .090" PVB AIRSPACE 3/16" AN GLAS9. AN GLASS 31KGLASS GOR 5 EXTERIOR E a ®OR 5 GLASS TYPE 6 TART F 5 Desi n Pressure for Glass Types 8-15 NOM. GLASS STACK AIRSPACE .090" PVB 3/16" TP GLASS 118" AN GLASS 31 74 ®OR 5 1112"N0M. EXTERIOR GLASS BITE a 1/2" NOW. Equal-Ilte 19.852 +80.0 -110.0 Standard ProNew 15.944 - 19.651 +80.0 -110.0 70-73 3s oR 5 GLASS TYPE 7 TART F 5 Desi n Pressure for Glass Types 8-15 Imo- 13/16" NOW Bottom Sash Description for Given Range Tp To Tp Sash Height Width Range (In) 53-1/8" 24" Equa4lite 12.464 +80.0 -110.0 31" EquaHite 15.964 +80.0 -110.0 Standard Pro- 12.994 - 15.963 +80.0 -116.0 31 Shortest 12.464 - 12.993 +80.0 -110.0 1/2" NOW. Equal-Ilte 19.852 +80.0 -110.0 Standard ProNew 15.944 - 19.651 +80.0 -110.0 38-316' Custom Size 15.131 -15+943 +80.0 -110.0 35 0 Custom Size 14.131 - 15.130 +80.0 -110.0 35@O Shortest 12.464 - 14.130 +80.0 -110.0 AI Equal-Ilte 22.964 +80.0 -110.0 Gl.`SS Custom Size 20.131 - 22.963 +800 -110.0 Q Standard ProAe 18.594-20.130 +80.0 -110.0 45" Custom Size 16.131 - 18.593 +80.0 -110.0 Custom Size 15.131 - 16.130 +80.0 -110.0 Custom Size 14.131 - 15.130 +80.0 -110.0 Shaltest 12.464-14.130 +80.0 -110.0 O � Equal -lite 24.964 +80.0 -110.0 Custom Size 22.131 -24.963 +80.0 -110.0 Standard ProI 20.194 - 22.130 +80.0 -110.0 49" Custom Size 18.131 - 20.193 +80.0 -110.0 Jaa45 Custom Size 16.131 -18.130 +80.0 -110.0 Custwn Size 14.131 - 16.130 +BOO -110.0 - Shortest 12.464-14.130 +80.0 -110.0 EquaHite 25.777 +80.0 -110.0 o Custom Size 24.131 - 25.776 +80.0 -110.0- Slandam Proiew 20.844-24.130 +80.0 -110.0 - Custom Size 20.131 - 20.843 +80.0 -110.0 F� Custom Size 18.131 - 20.130 +80.0 -110.0 !!% Custom Size 16.131 - 18.130 +80.0 -110.0 1 0o Custom Size 14.131 - 16.130 +80.0 -110.0 Shortest 12.464 - 14.130 +80.0 -110.0 EquaHite 31.954 +80.0 -110.0 Custom Size 28.131 - 31.963 +80.0 -110.0 Standard Ploiew 25.794 - 28.130 +80.0 -110.0 Custom Size 24.131 - 25.793 +80.0 -110.0 63" Custom Size 22.131 - 24.130 +80.0 -110.0 Custom Size 20.131 .22+130 +80,0 -110.0 Custom Size 18.111-21)+1M. +80.0 -110.0 Custom Size 18.131 - 18.130 +80.0 -110.0 Shwrteat T3,194'.16 130 +80.0 -110.0 EquaHite 38.484 +80.0 -110.0 Custom Size 36.131 -38.453 +80.0 -110.0 78" Custom Size 34.131 -36.130 +80.0 -110.0 Standard Pro- 30.994-34.130 +80.0 -110.0 Custom Size 30.131 -30.993 +80.0 -110.0 Custom Size 28.131 -30.130 *80.0 -110.0 Shortest 26.194'-28.130 +80.0 -110.0 EquaHde 42.464 +80.0 -110.0 84" Custom Size 38.131 - 42463 +80.0 -110.0 Standard PrE iew 34.194' - 38.130 +80.0 -110.0 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 3/16" AN GLASS .090" SG 36 3116' A01 GLASS 26 'j 112" NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE 8 1)TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. .090" SG 3116" HS GLASS 30 3116" H$ GLASS 26 11 1W NOM. EXTERIOR GLASS BITE a 7a 34 GLASS TYPE 9 Imo- 13/16" NOW GLASS STACK .090" SG GLASS STACK .090" SG AIRSPACE 1/6" HS GLASS 118" AN GLA 1/8" HS GLASS 31 74 (BOB 1/2" NOW. EXTERIOR GLASS BITE 5®OR 5 dw .. 35 0 70.73 OR 5 GLASS TYPE 10 1)TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. .090" SG 3116" HS GLASS 30 3116" H$ GLASS 26 11 1W NOM. EXTERIOR GLASS BITE a 7a 34 GLASS TYPE 9 13116"NOM. GLASS STACK .090" SG AIRSPACE • • • 1/8" TP GLASS 1/6" HS GLASS 31 74 (BOB 12"NOM. EXTE W5112"NOM. a ••• 5®OR 5 dw .. 35 0 1)TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. .090" SG 3116" HS GLASS 30 3116" H$ GLASS 26 11 1W NOM. EXTERIOR GLASS BITE a 7a 34 GLASS TYPE 9 13/18' NOM. GLASS STACK 098" SG AIRSPACE • • • 3/16" AN GLASS 1/8" HS GLASS 31 74 &R 12"NOM. EXTERIOR GLASS BITE 1)TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. .090" SG 3116" HS GLASS 30 3116" H$ GLASS 26 11 1W NOM. EXTERIOR GLASS BITE a 7a 34 GLASS TYPE 9 AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED ••Soso000 FF NOM. GLASS STACK 0*"SG • AIRSPACE • • • 1!8"AN GLASS 3/i6"*1IQGLASS 31 7 $@OR 5 1/'1• • • EXTERIOR GLASS BITE a ••• 5®OR 5 dw .. GLASS TYPE'1� • • • • T • • •• •• 35@O 13/16" NOM. �• Gt?,"PACK • AI G 118' TP Gl.`SS 5@OR.EXTERIITE5®O *1,.IB3N Q -9ma Z o < Z AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED ••Soso000 13116"NOM. r4/Y/�1 GLASS I GLASS STACK SGAI3/16" O V a1� SS U) sS0 TP S GLASS 745&ORM. D up -1 cp • *GLASS EXTERIBITE • g2 v T r 35@O AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED ••Soso000 qD r4/Y/�1 w • c m nyu * U) • O V a1� SS U) sS0 • as •i p!N••• iy D up -1 cp • Z ale I • g2 v T r a G J oN W .-. m O^ i Q -9ma Z o < Z 2 O � ® N J = Z Jaa45 F � O J c' Or r U g 4 n J D. !!% Ql 1 0o s ,gas A. LYNN MILLER, P.E. P.E.# 58705 TARI F R MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 TABLF 6B' Glass Description (Listed from Exterior to Interior) Type 1 1/8"AN, .090" PVB, 118" AN 2 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 1/8" HS, .090" PVB, 118" HS 5 3/16" AN, .090" PVB, 3/16" AN 6 13/16" LIG: 3116" AN CAP, AIRSPACE, 118" AN, .090" PVB, 1/8" AN 7 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, WHER no Enna 0 ©no©©oonaunoo©©©©©© ��©oo;©nonnoin©©©©©, nun ©Emu ©©, ��n©o'©no©nOunn©nn.©©©©©©©©© '©©©©©© �El ©no©no©oo©©©©©©©©nl©©©©©© l �El®©oo©oo©©o©©©.©©©©©©©©©©©© ©©©©©©�©©©on© �uumono©no,nnn uMunolonnouu �ZE�nno©no©uouuunuu©mun©©©o, no©©©©©©©©©©©©©©© no ©nn B'©©nI©©©'©©©' HUBBUB ' ©©©©©�©©©©©© E1��unoung©nou©n©©©©©©©©©,©©© ©o a !©©©,©©© ©©©©©Uuu'u©©, ©©©©©©©©© �Mmnmnnol©no©no©©©©©©©©©©©©,©©© ©©©©©©©©©© ©noHooHoo©©©©noun ©©©©,©©© o©00000noon0000,o©©ono,onn. � nno©no©OD©nn©nnun n!HUBBUB �IE�nno©©vono©uo©no©©©ono'uuu ©©n �CEE==n©o©nouno©no©no,©no©n©ono ��on00000000noo©©,o©Hoo©o©© MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 TABLF 6B' Glass Description (Listed from Exterior to Interior) Type 1 1/8"AN, .090" PVB, 118" AN 2 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 13/16" LIG: 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 1/8" HS, .090" PVB, 118" HS 5 3/16" AN, .090" PVB, 3/16" AN 6 13/16" LIG: 3116" AN CAP, AIRSPACE, 118" AN, .090" PVB, 1/8" AN 7 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 0000•• • • 0000 00.00. •• •• •••••• • • 000 •0 • 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE, 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. .\\\\W LYN .... ,moi * No.58705 ' �TTOF ' iS"t ORIOP' /ONAL A. LYNN MILLER, P.E. P.E.# 58705 RequiredAnchor Quantities Description (Listed from Exterior to Interior) 8 3116" AN, .090" SG, 3/16" AN — 3116" HS, .090" SG, 3/16" HS 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 11 "Through -Frame" Installation ®'®��®I��'�� 12 13116" LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 13 13/16' LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN using Glass Types B-1 5 S Bottom ash 15 13116" LIG: 3/16" TP CAP, AIRSPACE, 118" HS, .090" SG, 116" HS Descnption M1. for Giwn Range ®�M�MonnoBnonBB©no©Bo©n,o©no©© ___ NINN�Ennoonoonoo©no©no©Bn©a©© E�neB©no©nB©©©;©©©'©©©;©©©©©© �INEMMMBBo©Bo, Hannan ;©©©©©©©©©,Buu E�EuB ©©© Bunn ©,HUBBUB =�CCMMnnoBBonBE BE,nnBBBBnBBnnB N�E�Buuuuu HE on BunnnnuB,Buu �a�BBnnnu HonnnnnB,nnnl nun ,nHE nen ©©o nen ©an,nnB'on© Sun;nnB �EIEEMEBno©non nonHBBBnnnB,nBBI BE ��nBOBnn Hug nBBnennnnnBB,nun �ZEMOMBeBenonuonnnnnneBn,nnn,nBB ��Bnnnnounpunn Hung Bn,nne,nHE �cm�nnonnoHun;un onnnuuuuunHE �10�BBo nnn,BBO,BBB on HUBBUB an �010�Neenuu Hnn;naBnennnn!nnn,nBB ��nBn,nnoBBOBnnnnn'nnnnBBBME nnn:nnonno;BnnnnnBeninne©BB �nnnnnonnn,nnBnnnnnnnnnnnn HBO on ME ��BnnBnoBBB,BnnBBBBBn'onBBum � BBo©nnnnonnnDamon BonnBum E nE a no;nnnnnnnnnnBBBBnnnn �ZEESMIMnnneeo,nnnnnunnneBnnnnMEN ��BBo;nno;BBBnnnnuunnnBBBUBE ��BeoneonunnnnnnnnnnHBBBBB E=�E�BBO',BBnBBOBnunnnBnnnnn nun ��BnoBnninHB©n nun nBeBBeuuuu , N=CE BBBBnoBBonnuumunnnBBBBeB �n©B!nun ,BBB'BBn unu nnu nn© BOB m�a�BBn'BBBBBBfBBBBBnBBBBBB:BOB ===fflm�neo,BnonnonnnBBn sounnunnu ��BnB,BnEnnnannBau,BBn666666 N�E�BBBBBOBOEM uuuuuuuuUBBB �M�Buoennumunn;Bnunuunumnan E=CNWH�BBOBnonnoBnn;Bnunnnnnuoun �CE�nnoBBBBeBBeBBnummunuuonB �Elmm�onooeooBooBBOBnoBB,onnuum � IN BBnBBnnnonnn© Hung nnumunn nBOBBOBBBBBB,ONE= unnuum �CE�MuuuuoBBB,BBnBHUM UoBBon BBBnnn0BOBnnIBnuum H Bionu IMISUMEMBBOBnoBnoBBnBBBnnnoBB,00B �BBOBBo,BBOBBBBBeoBeoBBoon � BnnounuumnBRonno©BonBlo©n � BonlBooBooBOB,uanBonooBunu HE BOB •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS. TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT- 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.806 TABLE 7B' Glass Type Description (Listed from Exterior to Interior) 8 3116" AN, .090" SG, 3/16" AN 9 3116" HS, .090" SG, 3/16" HS 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 11 13116" LIG: 1/8" AN CAP, AIRSPACE, 3116" AN, .090" SG, 3116" AN 12 13116" LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 13 13/16' LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 1413/16" LIG: 3/16" AN CAP. AIRSPACE, 118" HS, .090" SG, 1!8" HS 15 13116" LIG: 3/16" TP CAP, AIRSPACE, 118" HS, .090" SG, 116" HS 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. \111111 III,,,, N 10 NsN * ; No.587O5 S1 /0INAL++E�G. A. LYN�1 �AILZ�R, P.E. P.E.# 58705 1 NSTALLATI O N OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH FRAME INTO 2X WOOD FRAME OR BUCK'TRIP. SEE NOTE 2, THIS SHEET. TIP TO TIP HEIGHT SASH VISIBLE LIGHT HEIGHT EXTERIOR a L_ ----r------r--� y EMBED- T - MENT EDGE " Ey DISTANCE 1/4" MAX SHIM i 1 SEE TABLE NOTE B, FOR - HEAD TYPE J TYP. ANCHOR TYPE, •' EMBEDMENTAND ' EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. TVP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUE SEE 13 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS E7 OPTIONAL HI -RISE SILL SHOWN. SEE 1" WEEP 42 SHEET 10 FOR NOTCH AT STANDARD SILL. EACH END 1/4" MAX. SHIM ' .f . . NO ANCHORS REQUIRED IN ' FLANGE OR EQUAL -LEG • ' FRAME S TICAL SECTION - INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. - EMBEDMENT Imo— 1/4" MAX SHIM FIXED VISIBLE LIGHT WIDTH INSTALLATION OPTION 3 Substrate ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. Distance SEE NOTE 2, THIS SHEET. EMBEDMENT 1/4" MAX SHIM �— #12 Steel, Aluminum, 6063-T5 min. SASH VISIBLE 17 0.063" 18-8 or 410 SS Screw A36 Steel EDGE LIGHT WIDTH I Steel Stud, Gr. 33 min. 3/8" DISTANCE TIP TO TIP WIDTH — EXTERIOR HORIZONTAL SECTION C7 ;HIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL, SEE SUBSTRATE PROPERTIES, TABLE 8. INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL Anchor Substrate Min. Edge Min. Embedment Distance P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" #12 Steel, Aluminum, 6063-T5 min. 3/8" 0.063" 18-8 or 410 SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8" 114" Steel Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Uttracon P.T. Southern Pine (SG -0.55) 1" 1-318" A) MIN. OF S 1 HKLAUJ CtCUNU I Kt Mt I AL JUbJ I" It. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES •p••� TYR. ANCACIN"E, EMBWliI EDGE DISTAI'CE PE49 SUBSFOATGI %EE TABLE 8. ••0090 VISIBLE LIGHT FORMULAS • (SHOWN FOR HI -RISE SILL: SEE • • SHEET 9 FOR STANDARD SILL) • • • sr • WIDTH @ SASH & FIXED LITE: TIP TO TIP WIDTH - 5.12" HEIGHT (EQUAL -LITE) TIP TO TIP HEIGHT/2 - 3.73" HEIGHT (PROVIEW) @FIXED LITE: TIP TO TIP HEIGHT/2 - 3.78" @SASH: TIP TO TIP HEIGHT/2 -11.93" HEIGHT (CUSTOM SASH) @FIXED LITE: TIP TO TIP HEIGHT - SASH HEIGHT - 3.55" @SASH: SASH HEIGHT - 4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" 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. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. \\111111111111/ \\\ ONY LYNN / \GEN -s \ Qom'• ;O No. 58705 *' ;O�'. A OF ONAL A. LYNN MILLER, P.E. P.E # 58705 INSTALLATION OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH FRAME INTO 2XWOOD -I FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 4 I I SEE TABLE /1 NOTE B, FOR HEAD TYPE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. INSTALLATION OPTION 2 ANCHOREDTHROUGHFRAME DIRECTLY INTO CONCRETE/CMU. EMBEDMENT I+- 1/4" MAX SHIM EDGE DISTANCE TVP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE B. -FIXED VISIBLE LIGHT WIDTH ,all w INSTALLATION OPTION 3 Substrate ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. Distance SEE NOTE 2, THIS SHEET. EMBEDMENT 1/4" MAX SHIM 9/16" SASH VISIBLE 17 I eb #12 Steel, 410 LIGHT WIDTH EDGE I • • DISTANCE I BUCK WIDTH EXTERIOR HORIZONTAL SECTION A -A 15 -11— 1/4" MAX. SHIM \/ I Liu ' �DADE APPROVED MULLION, FBC BUCK 13 COMPLIANT ALUMINUM/STEEL FRAMING HEIGHT Bg USE EITHER 1 OR STEEL STUD. MAY BE VERTICAL OR SWEEP LATCH @ HORIZONTAL. SEE SUBSTRATE MIDSPAN OR 2 PROPERTIES, TABLE 8. BOTTOM LOCKS INSTALLATION SASH VISIBLE / EQUAL OPTION 4 LIGHT / LEG/BOX ANCHORED THROUGH HEIGHT FRAME FRAME INTO METAL I I 'A SHOWN NO ANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS VERTICAL SECTION B -B Anchor Substrate Min, Edge Min. Embedment O Distance P r • s %'i�,l••• zy arm P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" #12 Steel, 410 Aluminum, 6063-T5 min. 3/8" 0.063" 18-8 or SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 min. 3/8" 0.045" (18 Ga) Concrete (min. 3.35 ksi) 1" 1-3/4" 1/4" SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" eF P.T. Southern Pine (SG=0.55) 1" 1-3/8" W J Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Steel UlVacon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 1-3/8" H)M..VI. IrIRCI1UJ—TVIVU II'l. NIC.—JU..I—I M. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES • ••• • •• • s ••• TYP. ANCWJJ%TgF --.• EMBEDMEI•T ANDf EDGE DIS"CEWOR - SUBSTRATE,SEE •4 VISIBLE LIGHT FORMULAS: • (SHOWN FOR HI -RISE SILL; SEE • SHEET 9 FOR STANDARD SILL) • WIDTH @ SASH & FIXED LITE. BUCK WIDTH - 4.12" HEIGHT (EQUAL -LITE) BUCK HEIGHT/2 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT2+4.28" @SASH: BUCK HEIGHT/2 -11.43" HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT- SASH HEIGHT -2.55" @SASH: SASH HEIGHT -4.60" • 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE B. ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED IX 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. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. O s - P r • s %'i�,l••• zy arm &• % cD o. • C Z W•� mi � � sp d �e n •b Ls�'• W ~ LU U O > g V ¢ F pM Z o Zz = LL_ C IX n ® W J F Lu z W laai X W C O z J C alit W sap s �11111I 11///// (pY LYNAI ' ` fir.•'" '•• -, V10EN,gF �•. ���' *.. No. 58705 og; �, S 'ONALIE�G ` A. LYNN MILLER, P.E. RE.# 58705 BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT EXTERIOR 1 "WEEP NOTCH AT EACH END SASH VISIBLE LIGHT HEIGHT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE; SEE TABLE 9. (SCREW SHOWN) ' EDGE DISTANCE Fes-- EMBEDMENT EDGE DISTANCE _1/4" MAX EMBEDMENT SHIM �'—TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. 13 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS STANDARD SILL SHOWN. SEE 33 PREVIOUS SHEET 6 FOR OPTIONAL HI -RISE SILL. 1/4" MAX T} SHIM I O EDGE DISTANCE EMBEDMENT -— VERTICAL SECTION D -D 114" MAX SHIM 1/4" MAX. SHIM -1 114" MAX SHIM SASH VISIBLE �-( •I LIGHT WIDTH f � FIXED VISIBLE LIGHT WIDTH BUCK WIDTH HORIZONTAL SECTION C -C DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 9. #10 OR #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 9. INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Min. Distance Embedment 2-1/2" x .113" Box Nail P.T. Southern Pine (SG=0.55) 5/16" 2.438 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=0.55) 318" 2.438 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 318" 2.438 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 m r P.T. Southern Pine (SG=0.55) 1/2" 1.375 #10 Steel Trusshead Screw or 0.125" Aluminum, 6063-T5 min. 5/16" 0.125 #12 Steel, 18-8 or 410 SS Screw 0.050" A36 Steel 5116" 0.05 0.045" (18 Ga) Steel Stud, Gr. 33 min.1 5116" 1 0.045 A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. EDGE DISTANCE EMBEDMENT • !••• 04 TYP. ANCHOR TYPE, • EMBEDMENT AND EDEL• 400 DISTANCE PERSUBSTRATE, S • • • • TABLE 9. (NAIL SHOV • • • • • • VISIBLE LIGHT FORMULAS: •• (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HI -RISE SILL) WIDTH @ SASH & FIXED LITE: BUCK WIDTH -4.12" HEIGHT (EQUAL -LITE) BUCK HEIGHT/2 - 3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT/2 - 4.28" @SASH: BUCK HEIGHT/2 - 11.43" HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT - SASH HEIGHT -2.55" @SASH: SASH HEIGHT -4.60" NOTES • • 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 9. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. LYN1v , ���'• V\CEN SF * ; No. 58705 ' %�O •. ST E V �C/ � NA1.1111 ` A. LYNN MILLER, P.E. P.E.# 58705 o as Cr O • •� n • w � o � O air (fT $ z Cn �' O OJ O y •Z L4$ m r LU aN > a Z0 to Z LLO ®�W J LU U) u = Z ZZ X IaaUS U) LL 0 O J Q Q � U J Z 2 Q arr!1 — asap saua5 LYN1v , ���'• V\CEN SF * ; No. 58705 ' %�O •. ST E V �C/ � NA1.1111 ` A. LYNN MILLER, P.E. P.E.# 58705 2.848" 2.648" {�- .062" 1.125" 2.848" In 2.112" 1.489" 987" .062" .062" O FLANGE FRAME HEAD 2.798" 2.841" .062" 0 FLANGE FRAME SILL 1.300" .170' 2-150" OINTEGRAL FIN FRAME HEAD 2.798" FT 3.466" .062" 1.125" O EQUAL LEG FRAME HEAD 2.798" -� i 2.: $1 .062" 1 /'� O EQUAL LEG FRAME SILL l 8 )INTEGRAL FIN FRAME SILL 2.273" �I 1 2.772' 062" -� 1.300" �- .120" i 2.211 .062" -�I�- 2.273" ---�1 UU 2.105,E .062" 1 1.300" la SASH TOP RAIL (S FIXED MEETING RAIL 15 SASH AS BOTTOM RAIL -HI-R1s SASH BOTTOM RAIL 2.560" .062" 2.724" O FLANGE FRAME JAMB 2.798- 08" a osz" FLANGE FRAME SILL ° HI -RISE 3.185" __7.062" 2.724" -1 1.125" �_ 1 OINTEGRAL FIN FRAME JAMB 2.798" t1 INTEGRAL FIN FRAME SILL - HI -RISE 2.060" L= .062" 2.724" O EQUAL LEG FRAME JAMB 2.7MY' • • • 3.008" .133" •• •• .062'• • O12 EQUAL LEG FRAME • • SILL HI -RISE • • • SILICONE HOT -MELT BUTYL STRUCTURAL POLYISOBUTYLENE 1/4" NOM. STRUCTURAL 3/16" NOM. WITH SILICONE .062" DESICCANT FOAM WITH 11 1.235" DESICCANT EXT.GLASS EXT. GLASS 1.300" [- INT. GLASS INT. GLASS 70 KODISPACE 4SG TPS 71 SUPER SPACER® NXT" n SASH SIDE RAIL ALUMINUM POLYISOBUTYLENE DESICCANT FILL 1.446" REINFORCEMENT SEAL 5/16" NOM. .040" .634" f .465" -� -^i .617" -►1.496" Imo- + ROLL -FORMED SILICONE SEAL I-�- 1.522" �•{ _' I I .627•• BUTYL & STAINLESS STEEL .040" DESICCANT .813" I .802" .802" .802" .802" FOAM �- 1.370" jam- .045" -►IIf .050" EXT. GLASS EXT. GLASS .070" .070" INT. GLASS HEAD ANCHORP INT. GLASS se 1a COVER 1v SASH STOP COVER (9 IG BEAD IG SNAP BEAD ze 5/16" LAMI BEAD 7/16" LAMI BEAD 72 DURASEALO SPACER 73 XL EDGE SPACER No.58705 SAT OF (V�` OR 'ONAL 1E� A. LYNN MILLER, P.E. P.E.# 58705 TABLE Item PGT Part# Description Material 1 642001 Head, Flange Alum. 6063-T6 2 624017 Head, Integral Fin Alum. 6063-T6 3 624028 Head, Equal -leg Alum. 6063-T6 4 624004 Jamb, Flange Alum. 6063-T6 4A Gr. 33 Steel Stud Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063-T52 5 624020 Jamb, Integral Fin Alum. 6063-T6 5A Jamb, Integral Fin (Used For Altemate Radius Top Head) Alum. 6063-T52 6 624031 Jamb, Equal -leg Alum. 6063-T6 6A Jamb, Equal -leg (Used For Alternate Radius Top Head) Alum. 6063-T52 7 624002 Sill, Flange Alum. 6063-T6 8 624018 Sill, Integral Fin Alum. 6063-T6 9 624029 Sill, Equal -leg Alum. 6063-T6 10 624003 Sill, Hi -Rise, Flange Alum. 6063-T6 11 624019 Sill, Hi -Rise, Integral Fin Alum. 6063-T6 12 624030 Sill, Hi -Rise, Equal -leg Alum. 6063-T6 13 624006 Sash Top Rail Alum. 6005A -T61 14 624005 Fixed Meeting Rail Alum. 6005A -T61 15 624012 Sash Bottom Rail - Hi -Rise Alum. 6063-T6 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063-T6 18 624051 Head AnchorCoeer Alum. 6063-T6 19 624015 Sash Stop Alum. 6063-T6 25A 624009 IG Bead Alum. 6063-T5 25B 624011 IG Snap Bead Alum. 6063-T5 26 624013 5/16" Lami Beading Alum. 6063-T6 27 624026 7/16" Lami Beading Alum, 6063-T6 30 6TP247 Glazing Bead, Bulb Vinyl for #624023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 724046 Sweep Latch (@ Top Rail) Cast Znc 33 624049 Bottom Latch (@ Sill) Alum. 6063-T6 34 Setting Block (1/8" X 1/2" X4") Neoprene 35A IG Setting Block (1/8" X3/4" X4") Neoprene 35B 724014 IG Snap Setting Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Polyethylene 41 724063 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270" x .187", Fin Seal (@ MR) 44 67S16G Weatherstrip, .170" X.270", Fin Seal (@ Sash Side Rail) 45 Weatherstrip, .170" X.187", Fin Seal (@ Top Sash Rail) 46 varies Balance with Co1,er & Trim Rigid Vinyl 51 781PSQX #8 X 1" PH SMS (Assembly) Stainless Steel 55 7834AA #8 X 3/4" Ph. PN SMS (Balance) Stainless Steel 63 - Alum. Screen with Fiberglass Mesh Varies 70 - Kommering Kodispace 4SG TPS See Sheet 71 - Quanex Super Spacer nXT 10 for 72 - Quanex Duraseal Spacer Materials 73 - Cardinal XL Edge Spacer 74 - Dow 791, 899 or GE 7700 Backbedding Silicone JAMB NOTES: I) ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ASSEMBLY DETAILS FOR FLANGE FRAMES Tl I I •J•- 006.0• INTERIOR • • • • • • � 0000 • -TING RAIL •,6••. SASH BOTTOM QAIL •• INTERIOR TABLE 10: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS: Material Min. Fy Min. F. Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco UltraConO 155 ksi 177 ksi 410 SS Elco Crete Flex® 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 1 45 ksi N0.58705 ,k �-roF.C(/� / SS/0NAL1E?v` A LYNN MILLER, P E. P.E.# 58705 , . ... . . . ... .. .. . . . .. .. . MIAMI•DADE ••• ••• MIAMI-DADE COUNTY PRODUCT CONTROL SECTION • "' . • : • �' 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULA JOj-;A4D'ECQ&O1NZIC AESOURCV (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION D134410.3. 9% • • T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. .. ... • •� ,, , 1070 Technology Drive ;;' (,��i t�L) , North Venice, FL 34275 Ijj " ! "0`� .. •rE f SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Aluminum Outswing French Doors w/wo Sidelites— L.M.T. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Use of Tables I or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and OXXO configurations. The lower design pressure from table 1 or table 2 shall control. 2. Standalone X, XX and O configuration unit do not required, reinforcement (item #22). 3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ. 4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 #16-0629.17 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 Page 1 •:0 ..••: • • , ,. . ... PGT Industries, Inc. N01-1 0f A(:C'`PT X4-CEi AVIDENCE SUBMITTED , , . • , • • ••• •• 1. Evidence submitted under previ•ous approvals A. DRAWINGS : : .'. 1. Manufacturer's die arawrngs V j s' �ctions:(Submitted under files # listed below) 2. Drawing No. 11885—t Rev F, tiflea Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.(submitted under file #16-0629.17) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked—up drawings and installation diagram of fixed sidelite (0) w/ insulated laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11- 1013.22) 3. Test report 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 Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (51h Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NQ' VT bF AC,+Cli;PTA rES AVIDENCE SUBMITTED E. MATERIAL CERTIFICATIGNS • • • • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co..'Ific.4)r.';1Yu;bay. ut�ite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptanco.No+. 14-1�3*V a0'.issuedxo Eastman Chemical Company (MA) former Solutia Inc. for therr"S;fl;x Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file 415-0528.24) 1. Statement letter of conformance to FBC 2014(5th edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0528.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. None. C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC- 2014 (ST" Edition) & 2017(0 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5"' edition), FBC 2017(61' edition) and letter of no financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises & renews NOA 916-0629.17, expiring 10/18/22. Ishaq L Chanda, P.E. Product Control Examiner NOA No. 17-0504.01 Expiration Date: October 18, 2022 Approval Date: September 28, 2017 E-1 SERI FRENCH DOOR AND SIDE LITE SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 1-4 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) CONFIGURATIONS: X, O, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. 5) SHUTTERS ARE NOT REQUIRED. 6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7) REFERENCES: TEST REPORT FTL-4964, 5212 & 6864; ELCO ULTRACON & CRETEFLEX NOA'S 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) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). INSTRUCTIONS: 13/16' NOM. 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT GLASS STACK (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. Min. Anchor 3/16" HS GLASS 2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE .090" PVB1 OR PVB2 REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE INTERLAYER UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF 1/8" AN OR HS GLASS YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. Substrate EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE 93 NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED DESIGN PRESSURE FROM STEP 1. 72 n 60(56!11o ®� 6UN 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING DETAILS ON THIS SHEET. 4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14 & 15 SHOW INSTALLATION CROSS-SECTIONAL DETAILS. DESIGN PRESSURE RATING I IMPACT RATING SEE TABLES 1 -4 RATED FOR LARGE & SMALL ON SHEET 2 MISSILE IMPACT RESISTANCE TARI F A - 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. • • • 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. • • • 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRj NT jWgI4A BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. • •00.00 CODES/ STANDARDS USED: o2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION o 2014 FLORIDA BULDING CODE (FBC). 5TH EDITION -ASTM E1300-09 o ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM -2015 -AISI 5100-12 oAISC 360-10 I.� 3/8" NOM. I GLASS STACK 3/16" HS GL .090" PVB1 OR PVI INTERLAYE 316" AN OR HS GLASS 94 I 93 1/2" GLASS 73 BITE EXTERIOR / 3/8" LAMI NOM. GLASS TYPE A, _(PVB1), GLASS TYPE B (PVB2) AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED GENERAL NOTES-! j • GLAZING DETAILS ........... 1 DESIGN PRESSURERS81.2• VERT. SECTIONS....• •....� • HORIZ. SECTIONS........... PARTS LIST ............. • • • • EXTRUSIONS ........... a.....6 • ANCHOR QUANTITY #...... 7-V INSTALLATION ......... 4..... U-16 7/16" NOM. 13/16' NOM. GLASS STACK GLASS STACK .aa Min. Anchor Frame Min. Edge Embedment Group Anchor Type Member Substrate Distance or Metal 1/4"AIR SPACE r 60(56!11o ®� 6UN Thickness 0 1/4" Elco UltraCon@ Ali Concrete (m In. 2.85 ks1) 1-3/4" 1-3/8" 1 F =155 ksi, F„=177 ksl Jamb Hollow Block (ASTM C90) 1-3/4" 1-1/4' 114" 410 SS Elco CreteFlex® All Concrete (m In. 3.35 ksl) 1-3/4" 1-3/4" 2 � Jamb Hollow Block ASTM C90 1-314" 1-1/4" Q F =127.4 ksl, F�= 189.7 ksl All Southern Pine (SG = 0.55) 1' 1-3/8" = =J U All Southern Pine (SG = 0.55) 9116" 1-3/8" 3 #12 Steel SMS (Gr. 5) O �L Q J w All 6063-T5 Aluminum 3/8" Ia.. 1) ALL ANCHOR HEAD TYPES ARE APPLICABLE. • • • 2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. • • • 3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRj NT jWgI4A BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. • •00.00 CODES/ STANDARDS USED: o2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION o 2014 FLORIDA BULDING CODE (FBC). 5TH EDITION -ASTM E1300-09 o ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM -2015 -AISI 5100-12 oAISC 360-10 I.� 3/8" NOM. I GLASS STACK 3/16" HS GL .090" PVB1 OR PVI INTERLAYE 316" AN OR HS GLASS 94 I 93 1/2" GLASS 73 BITE EXTERIOR / 3/8" LAMI NOM. GLASS TYPE A, _(PVB1), GLASS TYPE B (PVB2) AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED GENERAL NOTES-! j • GLAZING DETAILS ........... 1 DESIGN PRESSURERS81.2• VERT. SECTIONS....• •....� • HORIZ. SECTIONS........... PARTS LIST ............. • • • • EXTRUSIONS ........... a.....6 • ANCHOR QUANTITY #...... 7-V INSTALLATION ......... 4..... U-16 7/16" NOM. 13/16' NOM. GLASS STACK GLASS STACK .aa 0 SS 1/8" HS GLASS 2 • r` 0 N ? N O - Q' R 0 0Z LL o� 1/4"AIR SPACE 3/16" TP GLASS 112" GLASS BITE r3/16" HS GLASS .090" PVB1 OR PVB2 INTERLAYER 112" GLASS BRE EXTERIOR 7/16" LAMI NOM. EXTERIOR 13116" LAMI IG NOM. GLASS TYPE C, (PVB1), GLASS TYPE E GLASS TYPE D, (PVB2) PVB1 =.090" TROSIFOLO PVB BY KURARAY AMERICA, INC. PVB2 =.090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO PRODDC f HEVNW _..Of1K yIWI0Cade A.WlitrfNO �{I • D EapL'alisr Date E 2 72 Iw�eeir_ Y+oi+Ief�•:r�A�• • F)IM"GANIZED SHEE S JND ° UPDATED TO FBgD *ABLE A & ALUM. SV BSTRATE.- JR004/10/17 7 • • •N >00• i �0 YY •0 C7 .aa 0 • r` 0 N ? N O - Q' Irl o0 0 0Z LL o� r 60(56!11o ®� 6UN Xg 0 Ir Ova •_J I�•! 0 W ot1 rn j IL O � F T O Q 1aa45 = =J U O Z 'a LU Z .1- S O �L Q J w W J F O Q all/, Z sa0 o s Inas �1Y LYN" "'�%, o'L\CENSE * : gNo.58705 :pp' s'A7F-*Wl A.LYNN MILLER P.E. P.E.# 58705 DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES X FRAME WIDTH XX FRAME WIDTH E HEIGHT 6B - 79 34 -70-83 314" 11 87 3/4" 1 91314" 1 8" - 95 314" -3" 371 g" 71 314 +75.0; -75. +75.0; -75.0'C475.0 -75.2E75.0: -75.075.0 -75.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEE I S 1U-13. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, REINFORCED, 33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18"X 79-3/4" SIDE LITE (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +75 / -75 PSF OVERALL DESIGN PRESSURE = +75 / -75 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30" WIDE X 87-3/4" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +43.6 / -43.6 PSF SIDE LITE DESIGN PRESSURE = +47.2 /-47.2 PSF OVERALL DESIGN PRESSURE = +43.6 / -43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES DESIGN PRESSURES FOR REINFORCED SIDE LITES. GLASS TYPES FRAME WIDTH FRAME HEIGHT 6'-79314-1 7-833/4- 873/4" 1 913/4' 8" - 95 3/4" +55.4 -55.44 27 3/4' +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 A 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -642 +46.8 -48.8.1 36 314" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 )+68-61-66.6 +63.1 -63.1 8, C, D ORE 36 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.01-750 +75.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEE I S 1U-13. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ). EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B, REINFORCED, 33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18"X 79-3/4" SIDE LITE (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF SIDE LITE DESIGN PRESSURE = +75 / -75 PSF OVERALL DESIGN PRESSURE = +75 / -75 PSF EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C, UNREINFORCED, 30" WIDE X 87-3/4" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE = +43.6 / -43.6 PSF SIDE LITE DESIGN PRESSURE = +47.2 /-47.2 PSF OVERALL DESIGN PRESSURE = +43.6 / -43.6 PSF EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A, 32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8) DOOR DESIGN PRESSURE = +75 / -75 PSF DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES X FRAME XX FRAME WIDTH WIDTH 68.79314" 7"-833/4"p+4343 FRAME HEIGHT 913/4" 8"-95314" 2" 251/2" 4" 47 3/4" +58.6 i -58.6 +55.4 -55.44 +49.8; -49.8 +47.4 -47.4 271/2" 51 3/4" +54.9 i -54.9 +51.8 -51.8.0 +46.51-46.5 +44.3 -44.3 29112" 55 3/4" +51.7:': -51.7 +46.8 -48.8.1 +43.8 -43.8 +41.6 -41.6 2' 311/2" 5" 593/4" +49.0 i -49.0 +46.2 -46.2.6 41.4 -41.4 +39.3 -32' 33 112" 5° 63 3/4" +43.1 i -43.1 +43.1 -43.1.5 +39.3 -39.3 351/2" 67 3/4" 1 +38.11-38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 3" 371/2" 6" 7131471+34.01-34.01+341) -34.0 +34.0 -34.0 +34.0 -34.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, 68" WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE =+75 /-75 PSF SIDE LITE DESIGN PRESSURE =+70.41-70.4 PSF OVERALL DESIGN PRESSURE = +70.4 / -70.4 PSF EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B, UNREINFORCED, 71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES DOOR DESIGN PRESSURE = +34 / -34 PSF SIDE LITE DESIGN PRESSURE = +341-34 PSF OVERALL DESIGN PRESSURE = +34 /-34 PSF EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE DOOR DESIGN PRESSURE = +75 / -75 PSF NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX, XXO, OXX, OXO, OXXO), THE LOWEST DESIGN PRESSURE SHALL PREVAIL. 2) FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 4), IS REQUIRED AT DOOR TO SIDE LITE CONNECTIONS, WHEN USING TABLES 1 & 2. 3) DOOR AND SIDE (ITE • • • COMBINATIONS FROM FABLES 3 AND 4 DO NOT RE(V&, • • REINFORCEMENT ITEM 2Q. 4) DESIGN PRESSUR""ER 40 PSF ARE NOT APPLICABLE Ih MIAMI-DADE COLINTI . • • • 000000 5) FOR DOOR -ONLY • • CONFIGURATIONS (X XX), ONLY TABLE 1 IS APPLICASZL•. • • • REINFORCEMENT, JARTt22:IS NOT REQUIRED. • • 6) FOR SINGLE, STANO4ALONE SIDE LITES (0), ONLY TABLE 2 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED 7) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE WITH REINFORCEMENT. 8) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. (E.G. FOR 32" "X" DOOR WIDTH IN TABLE 3, USE 33-1/2") GLASS TYPES (ALL TABLES, THIS SHEET): A. 318" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 318" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3116" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) PRODUC f REVI6ED .-phim with lb. Fbd" I j1N: CHOANGESI.I:S.:E..- • 'i � w � E Y p DESIGN PRESSURES FOR UNREINFORCED SIDE LITES GLASS TYPE FRAME FRAME HEIGHT WIDTH 68-793/4" 7"-633/4" 87314" 91314" 1 8"-95314" •Oi 103/4" +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 +75.0.0 -75.0 +75.0 -75.0 A, B, E D OR E27 19" +72.4 -72.4 +68.5 -68.5 +65.01.9 -61.9 +59.0 -59.0 21 314" t.75.0+75.01-75.0.0-75.0 +64.5 -64.5 +61.0 -61.0 +57.8.0 -55.0 +52.4 -52.4 3/4" +52.9 -52.9 +49.9 -49.9 +47.2.7 -44.7 +42.6 -42.6 ®� • � � � 361/8" +35.2 -35.2 +35.2 -352 +35 .2 -35.2 +34.4 -34.4 36 314" +34.0 34.0 +34.0 -34.0 +34.04.0 -34.0 +34.0 -34.0 FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13. EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A, REINFORCED, 68" WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE LITES (SEE NOTE 8) DOOR DESIGN PRESSURE =+75 /-75 PSF SIDE LITE DESIGN PRESSURE =+70.41-70.4 PSF OVERALL DESIGN PRESSURE = +70.4 / -70.4 PSF EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B, UNREINFORCED, 71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X 95-3/4" SIDE LITES DOOR DESIGN PRESSURE = +34 / -34 PSF SIDE LITE DESIGN PRESSURE = +341-34 PSF OVERALL DESIGN PRESSURE = +34 /-34 PSF EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A, 63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE DOOR DESIGN PRESSURE = +75 / -75 PSF NOTES FOR ALL CONFIGURATIONS: 1) FOR CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OX, XXO, OXX, OXO, OXXO), THE LOWEST DESIGN PRESSURE SHALL PREVAIL. 2) FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 4), IS REQUIRED AT DOOR TO SIDE LITE CONNECTIONS, WHEN USING TABLES 1 & 2. 3) DOOR AND SIDE (ITE • • • COMBINATIONS FROM FABLES 3 AND 4 DO NOT RE(V&, • • REINFORCEMENT ITEM 2Q. 4) DESIGN PRESSUR""ER 40 PSF ARE NOT APPLICABLE Ih MIAMI-DADE COLINTI . • • • 000000 5) FOR DOOR -ONLY • • CONFIGURATIONS (X XX), ONLY TABLE 1 IS APPLICASZL•. • • • REINFORCEMENT, JARTt22:IS NOT REQUIRED. • • 6) FOR SINGLE, STANO4ALONE SIDE LITES (0), ONLY TABLE 2 IS APPLICABLE. REINFORCEMENT, PART #22, IS NOT REQUIRED 7) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDELITE ARE NOT AVAILABLE WITH REINFORCEMENT. 8) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. (E.G. FOR 32" "X" DOOR WIDTH IN TABLE 3, USE 33-1/2") GLASS TYPES (ALL TABLES, THIS SHEET): A. 318" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 318" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3116" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) PRODUC f REVI6ED .-phim with lb. Fbd" I j1N: CHOANGESI.I:S.:E..- • 'i � w � E Y p • jil4 •� o aloa ei •t� O Cl o 0 h • • •Oi o • c%)J O o Jo ate• ZLL "i• Z41 " ��• ®� • � � � W Lu �D u wO'Q .ON Y J JML ow > oZ't p r LL O (If N B ® O W W Ieby (n U � Z Z w a w DL aloes d o LOLL Z J K O U Q Q O T�'t�o' * No.58705 •* ' ''• S i0T� •'•.FC ORIDP...•G�Z S NAL Wa`��` A. LYNN MILLER, P.E. P.E.# 58705 3 40 EXTERIOR <� INTERIOR EXTERIOR INTERIOR PRODUC C 4EVIM 10 1 2 60 . cmpky* kb � F,ee+d# b"ax Cede 11.11�eMelDW22- AT 64 AT HEAD/JAMB 37 • • • • • • • •`• • 60 • • a ts�_ \. • • PmdretC 65 ATSIL��� B CLEAR-COLORED • SEALANT • • • • • • c G)r10 CHANGES THIS SHEET, - EXTERIOR INTERIOR JR-04/10/17 • • • • • • 71 .... 63 ...... .� c� 16 *04 450 •••••• �• h� o • • • >• o z a7oo p • • CD n • b10 0 •O�j• �w � o • • • OLLO �•. •l1 MAX. MAX. MAX. E 62 b 0, U) Aa DLO FRAME DLO • i a F ..a oN E F sMa HEIGHT HT O > "-I O Z p O M ® 0 Z 7esV5 p O Z) I=- CJ W Z 30 Q_j W J a,o s V7� O U. U w � ~ o 12 SL VIEW G-G " a > LLo CORNER ASSEMBLY X7711 =ao =a„as 40 61 ��`� �p1Y LYNN 40 : �'��-V\CEN$F'•%� ice_ Q: * : N0.58705 1.489 11 L .�a t 14-16,102 DOOR SECT. A-A SL SECT. B-B ZONAL 14-16,102 VERTICAL VERTICAL A. LYNN MILLER P.E. P.E.# 58705 MAX SID LIT FRAM HEIGHT i JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) 'XX' FRAME WIDTH _ MAX._��J I DLO —I 1VV� t r!r,-r /, f, MAX.'X' FRAME WIDTH I MAX. SL FRAME WIDTH ---I I HORIZ. (DOOR W/ SIDE LITE) HUKIL. MAX. DLO REINFORCEMENT NOT REQUIRED FOR STAND-ALONE 'XX' DOORS. REINFORCEMENT INTERIOR NOT REQUIRED FOR STAND-ALONE'X' n 0•Z•1:9 REINFORCEMENT MAX. SL FRAME WIDTH NOT REQUIRED FOR STAN D -ALONE '0' 1 SIDE LITES. SL SECT. F -F HORIZ. (SINGLE SIDE LITE) EXTERIOR NOTES: • •s • 1) CLEAR OPENING FOR'X' AND'XX' DOORS AS FOLLOWS! WIDTH: 'X' DOORS = DOOR FRAME WIDTH - 5.646 'XX' DOOR = DOOR FRAME WIDTH 12 - 4.079 HEIGHT: DOOR FRAME HEIGHT -3.259' 2) SIDE LITES OVERLAP W AND'XX' DOORS BY 3!4' WHEN ASSEMBLED TO MAKEXO','OX','OXO'XXO','OXX' AND'OXXO' CONFIGURATIONS. 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2, SHEET 2. ITEM 22 IS NOT REQUIRED WITH COMBINATIONS FROM TABLES 3 AND 4, SHEET 2, OR WITH STAND-ALONE'O', 'X' &'XX' CONFIGURATIONS FROM TABLES 1 AND 2. ntODUC f REvram m aw.Wriw •sur the FIMI& Ac.p' WC N. Erpk.d.. Ow • 0) NO RHANGES *#MIIEE} - JR -04110117 • • w ❑ •cq V Y O w • ••• — w •� o v as • O ® `_ -i " • t ug R. •• O ZLL wo ou ®� •� _ w z Z U •O�ua � ~ J ° GMO n> 'a o Z rn o w ❑ O X v p O ® 1.- L) U Z W Fa 7, 0 LLL Z O -j N O U Q 2 Q `tlltii a 1///7 NN '� � •�\CENSE'•. CCS * : No.58705 - :• at 5114 TE TE ,010NAL 1%, ` A. LYNN MILLER, P.E. P.E.# 58705 ITEM DWG # POT# DESCRIPTION 1 9438 6G411 FRAME HEAD 2 1010 6Q300 WSTP.,04-ON.190 X.375 HGH 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 93B 7938X 2 PT LOCK STRIKEPLATE 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7 W a 7832X,2FP)P #832 X.500 PH. FL. MS - S.S. W/SIUCONE PATCH 8 995 70995 GASKET(BETWEEN THRESHOLD & FRAME JAMB 9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 10 1952A 16533016 FILLER HEAD ADAPTER 11 11000 611000M OUTSWING THRESHOLD 12 1670 671670 WS7P,.350 RD FOAM FILL TSLOT(AMSBURY#32011) 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 14 11001A 411001A ACETAL SPACER .085 B THRESHOLD, OPTIONAL 15 11002A 411002A ACETAL SPACER .095 0 THRESHOLD, OPTIONAL 16 11003A 411003A ACETAL SPACER.140 @ THRESHOLD, OPTIONAL 20 9150 60380 FRAME JAMB OUTSWING) 21 1010 60300 WSTP..Q-LON .190 X.375 HIGH 22 6608 66606M REINFORCEMENT, 1.000 X2.750X0.650, 6061-T5 23 1140 78X112PSATS 98 X 1.500 PH SQ A 17S 24 11048 71048 JAMB SCREW COVER CAP 25 930 41721N STRIKE PLATE INSERT 26 1118 71OX34PFA #10 X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRIP.167 X.300 HIGH 30 910D 6910 DOOR PANEL TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP WE #10 X.625 PH. FL. SMS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 5116.18 THREADED ROD 36 1990 7990NUTA 5116.18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 36 7834FPT #B X.75 PH. FL. TEK 39 997 70997 GASKET BETWEEN PANEL HEAD/SILL & PANEL STLES) 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. INACTVE PANEL ONLY 42 1145 76X12FPAW 006 X.500 PH FL SMS TYPE BIDS 43 1212 TP30GG SILLDUST PLUG(INACTIVE PNL) 44 9838 6983 IDOOR PANEL ASTRAGAL I(OUTSWING 45 9846 6984 IDOOR PANEL ASTRAGAL 2(OUTSWING 46 1213 60200K WSTP.,Q-1_014.190 X.200 HIGH 47 1929 74U8LOK LOCK SUPPORT ASSY. (41707 & 41708) 48 11139 7634F 06 X.750 PH. FL SMS 49 982 FD2PTAY 2PT. LOCK ASSY. 506R180FS RUBBER SLEEVE 51 930 41721 STPoKE PLINSERT NACTVE PANEL) 52 931 7FRSPX DEAD80LT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS 60 920D 69200 SIDELITE HEADER 61 921D 6921 SIDELITE SILL ISMELITE 62 9168 6D381 JAMB 63 1155 7BIPQA #8 X1.000 QUAD PN. SMS 64 990 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING #70999) 66 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712853K SETTING BLOCK, 3132" X 114" X 1" W/PSA 71 71267K SETTING BLOCK, 1116' X 1/Y X 1' W/PSA 72 4222A 64222 BEAD, 7/16' 73 988 6988 BEAD, 3/8' 74 988 IG BEAD 92 986 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899 OR 983 95 GLASS, 318' LAMI - 118"A, .90 PVB, 3/16' HS 96 GLASS, 318- LAMI -118' HS, .90 PVB, 3116" HIS 97 GLASS. 7/16' LAMI - 3116" A-90 PVB, 3116" HS 96 GLASS, 7/16" LAMI -3116' HS,.90 PVB, 3116" HS 102 11006A 411060. ACETAL SPACER .295 0 THRESHOLD, OPTIONAL 103 OFF -THE SHELF DEAD BOLT LOCK, MIN 1- THROW, GR 3 STEEL 104 OFF -THE SHELF IHANDLEILATCH ASSEMBLY, MIN 7116' THROW. GR 3 STEEL ITEMS # 17-19, 28, 29, 5659, 68, 69, 75-79, 84-91 & 99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. STRUCTURAL 114" NOM. POLYISOBUTYLEN WITH DESICCANT EXT. GLASSKODISPACE _;�40 4SG TPS GLASS INUM 5116' NOM. HOT -MELT BUM STRUCTURAL DESICCANT SILICONE FOAM FOAM3/16" NOM. WITH EXT. GLASS DESICCANT Cardinal )L Edge Spacer EXT. GLASSZc'NT.GLASS SUPER SPACER NXT7A SPACER INUM 5116' NOM. BUTYL & Material DESICCANT Kommeding 43G TPS Spacer System FOAM 81 Ouanex Super Spacer nXT with Hot Melt Butyl 82 DURASEAL@ EXT. GLASS 83 Cardinal )L Edge Spacer 82 1710 SPACER 8. (9 N ? m 0A r -w INT. GLASS POLYISO- DESICCANT FILL AREA BUTYLENE 5116' NOM. SEAL o O iJ} SILICONE SEAL ROLL -FORMED W a STAINLESS STEEL RO < i N Is —0 XL EDGETM C) >a 83 EXT. GLASS—, J SPACER INT.GLASS Part# Description Material 80 Kommeding 43G TPS Spacer System See this Sheet f 81 Ouanex Super Spacer nXT with Hot Melt Butyl 82 Ouanex Duraseal Spacer Materials 83 Cardinal )L Edge Spacer D a❑ i•^ KtF LKLN(:L I LS I KLHUK I S: F I L-811 (, d9bb t4 89(U PRODUC F REVISM -canplylag MtY th...plollle B..Ang e.de Aaae 'WnNs 1 _b ,OI L pate 4I )NO�HANGESO' .-JR -NOTC 7 • • •.•••• • s • W • a, v Baa a • • N � o � D a❑ i•^ 1710 8. (9 N ? m 0A r -w •. 0•— Sl C O z� n= LU o O iJ} W W a RO < i N W - —0 'oN I C) >a o Z rn _W O J LD ot1 LL O F W o N Q laa4S ® O CC = L) Q Z Q W to Pn- 10 LL O � LL Q Z W U D 2 Q m Q ``111111111//// LYNN�i QC,•.• LICENSE'•. `�fn% IN 58705 TE F fNA,ill IEN A. LYNN MILLER, P.E. P.E.# 58705 1.750 .062 4.000 1.750 4.100 .062 DOOR PANEL DOOR PANEL 30 TOP & BOTTOM RAIL31 SIDE RAIL 6063-T5 6063-T5 3.fi55 3.111 .550 1.4!00 .050 1 FILLER HEAD ADAPTER 1 6063-T6 T � 3.000 1.272479 .050 1 OFRAME HEAD 6063-T6 05. .079 1.489 .4}899 3.000 11 OUTSWING THRESHOLD 6063-T6 F 1.750 4.100 .062 4.675 DOOR PANEL 44 INTERIOR ASTRAGAL 6063-T5 1.750 :621 4.100 4.675 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-T5 1.500 .125 1-►- .805 �- L�"� �--.363 .750J- x.050 050 683 ' 6� I TRUSS CLAMP 3/16" GLAZING BEAD 5/8" GLAZING BEAD 34 6063-T5 74 6063-T5 76 6063-T5 3.100----�I 141 J 5.459 6.085 075 It .750 60 SL HEADER 6063-T6 3.100 61 SL SILL 6063-T6 5.212 4.586 1.480 I 050 3.000 L L ---i 2� DOOR FRAME JAMB 6063-T6 1.57890 050 3.000 62 SLJAMB 6063-T6 .050 1'620 I� .250r- 37 WEATHER STRIP CHANNEL 6063-T5 • 8.375 • 2.125 -*.125 • e • 32 HIME • • 6063Y• • • e • • I-.172 050 .663 1.092 74 IG GLAZING BEAD 6063-T5 ►aooucrrtev� �s�pC wMr tl1e WrN. A�."�e en t 1s �I• F) NO CHANGES gFR"". - JR 04A W17 w > y .504 .830 �- m .360 .055 0N• OUTSWING THRESHOLD •o 13 CHANNEL COVER iw N 0 6063-T6 2.980 050 - = 2.750 ,.006 SL JAMB 66 ADAPTER .650 -��� .125 22 TUBE MULL 6063-T6 6063-T5 ►aooucrrtev� �s�pC wMr tl1e WrN. A�."�e en t 1s �I• F) NO CHANGES gFR"". - JR 04A W17 w > y �.. V as 0N• plop •o iw N 0 N o �� R oe •Z uj 0 rc to ^e U ®� U w i Q W J ' .xo,p �N JMp OWY a o Z � 9 1n coO LL lyt o ® o 0 aa4 = U Z (r O 71 -ms LL LL V5 J W O L) W Q W �1 . 1-\CENSE •'• ��� * : No. 58705 l�o Cl 9 ZONAL Nlo` A. LYNN MILLER, P.E. P.E.# 58705 X DOORS, ALL GLASS TYPES ANCHOR TYPE 82, 3, WOOD 1 2, CONC SUBSTRATE 3 ALUM LOAD ZONES MAX MAX m FRAMEDOOR FRAME WIDTH HEIGHT x 25.50 79.755 83.75 5 87.75 5 91.75 5 95.75 6 27.50 79.75 5 83.75 5 87.75 5 91.75 6 95.75 6 29.50 79.75 5 83.75 5 87.75 6 91.75 6 95.75 6 31.50 79.75 5 83.75 6 87.75 6 91.75 6 95.75 7 33.50 79.75 6 83.75 E 87.75 E 91.75 7 95.75 7 35.50 79.75 6 63.75 E 87.75 E 91.75 7 000z r 95.75 7 87.75 91.75 95.75 U I i U 20-7/8' a m a MAX. O.C. � _ -ai I i MAX. AA -1/2" MAX. TH TYP. DIMENSIONS O GLE DOOR, X 14• AE HT HEAD --- ZONE "C" 4 w O a z O - SILL _I f ZONE "C" LOAD ZONES FOR SINGLE DOOR, X NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN, O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13.1/4" MAX. FROM CORNERS AND 23-1/8' MAX. O.C. HEAD 8 SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/6" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. Design Pressure See Sheet 2, Table 1 PROD(X r REVSSm _""9wPWft with the FWW A-wacee N. 17-0 SO 'j. O1 lewAlt .. Nfi'- t�. Co ld 11+dr Cna•ys F) NEW SHEET CQn"', 4IZE ELE�(ATIONS, Z4 ELEVAT4DNS ' •AND ANCHOR TABLES. - JR - a° 04110/17 00000 •00• w z 13-1/4" MAX. • (J ,�aa D � y o • •� 23-1/8" MAX. O.C. •••L 95-: oo ® MP / FRP 84-3/8" 6 HEIf MAX. DLO LU \ 40" (TYP.) N 24-9/16\ J MAX. DLO \ > o °o AA -1/2" MAX. TH TYP. DIMENSIONS O GLE DOOR, X 14• AE HT HEAD --- ZONE "C" 4 w O a z O - SILL _I f ZONE "C" LOAD ZONES FOR SINGLE DOOR, X NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN, O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13.1/4" MAX. FROM CORNERS AND 23-1/8' MAX. O.C. HEAD 8 SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/6" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. Design Pressure See Sheet 2, Table 1 PROD(X r REVSSm _""9wPWft with the FWW A-wacee N. 17-0 SO 'j. O1 lewAlt .. Nfi'- t�. Co ld 11+dr Cna•ys F) NEW SHEET CQn"', 4IZE ELE�(ATIONS, Z4 ELEVAT4DNS ' •AND ANCHOR TABLES. - JR - a° 04110/17 00000 •00• w z N �0 • (J ,�aa D � y o • •� a •••L o oo w LU LU N F- w J 0M0 > o °o w to O Q� I`_ rn ® Q aa45 0 x � F UZ z a w U)of J alo s O LL Q J W w _ U Q X o SONY L...... 'C ••'A,10EN8F'•.�j �• * ; No.58705 cr etA A2O�DP X 'ONAL 1IE,o A. LYNN MILLER, P.E. P.E.#.58705 XX DOORS, 20.7/8' MAX. O.C. •y • (71 ALL GLASS TYPES N W } }eti ANCHOR TYPE & SUBSTRATE 2, 3, WOOD 3ALUM 1 2 CONC tLa• • • i w LOAD ZONES h 0 y J arc 5 0 O c Ll J Q J aN a Q x x J V) a x x MAX. FRAME WIDTH MAX. FRAME HEIGHT 47.75 79.75 4 3 4 2 63.75 54 4 2 87.75 5 4 4 2 \ 91.75 5 4 4 2 / 95.75 5 4 4 2 51.75 79.75 5 4 4 2 / / 83.75 5 4 4 2 87.75 5 4 4 2 / 91.75 5 4 4 2 6 4 4 3 95.75 55.75 79.75 5 4 4 2 5 4 4 2 83.75 87.75 5 4 4 2 91.75 6 4 4 3 1 6 4 4 3 95.75 59.75 79.75 5 5 4 2 83.75 5 5 4 2 87.75 6 5 4 3 91.75 6 5 4 3 95.75 6 5 4 3 63.75 79.75 5 5 4 2 83.75 6 5 4 3 87.75 6 5 4 3 91.75 6 5 4 3 95.75 7 6 4 3 67.75 79.75 6 5 4 3 83.75 6 5 4 3 87.756 5 4 3 91.75 7 6 4 3 7 6 4 3 95.75 71.75 79.75 6 5 4 3 6 5 4 3 63.75 87.75 6 5 4 3 91.75 7 6 4 3 95.75 7 6 4 3 6' MAX. I 3 713/4' MAX. DOOR FRAME WIDTH TYP. ELEVATION OF XX CONFIGURATION HEADD" HEAD - ZONEMAX �y moi ZONE "D" / \ 13.05" / \ O.C. z Z 91-3/4' m \ / I \ / 13-114" 20-7/3' 9 6" MAX. SILL MAX• SILL ZONE "D" ZONE "D" 63-3/4" LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure See Sheet 2, Table 1 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED, 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS4t4" MIM • • O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): • • • I" JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8"M O.C'000 HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX.xRO�A E ASTRAGAL CENTERS AND 20-7/8' MAX. O.C. O • • • • • IT 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE ffii.• • 5) FOR ANCHORAGE DETAILS SEE SHEET 14. • • • • EXAMPLE: XX WITH GLASS TYPE A, 63-314" WIDE X 913/4" HIGH DOUBLE DOOR, ANCHOR TYPE 3INTO WOOD DESIGN PRESSURE _ +75 / -75 PSF, SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 6 ANCHORS @ EACH JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL OSEE CIRCLED VALUES ON TABLE 6. X =DENOTES ANCHOR LOCATION. PRODUC f RHVr.M • it~'Aft will tic rkw dk WW.beA e • #.ygtcecc Nat -? u' nl 6spIwmd-Dtic^2'. •1•'00 �• \` h w1 • bidt�vhrci • • F) NEW SHEET CONKMO40 SZE ELESATIONS, ZORE ELEVATbNS %?4!CHOR TAjVJ.. : - Osseo Ill i > 20.7/8' MAX. O.C. •y • (71 9' MAX. rA_A N W } }eti ala0 •� 13-1/4" MAX. tLa• • • i w tL' h 0 y J arc ses o O O c Ll J W • CO'•0' o 0 U06 u) W a WZ a O W H u.xa0oN a W U) U) .6 / \ MAX. O.C. co 84-318" 0 / 95-31 M: DLO = U MA) MA) Z 6 \ J / / _ FFW HEIG U- F J W v p o 24-9/18K X / MAX. DLO / I 3 713/4' MAX. DOOR FRAME WIDTH TYP. ELEVATION OF XX CONFIGURATION HEADD" HEAD - ZONEMAX �y moi ZONE "D" / \ 13.05" / \ O.C. z Z 91-3/4' m \ / I \ / 13-114" 20-7/3' 9 6" MAX. SILL MAX• SILL ZONE "D" ZONE "D" 63-3/4" LOAD ZONES FOR XX CONFIGURATION & ANCHORAGE LAYOUT USED IN EXAMPLE Design Pressure See Sheet 2, Table 1 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED, 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS4t4" MIM • • O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): • • • I" JAMBS (ALL): 13-1/4" MAX. FROM CORNERS AND 23-1/8"M O.C'000 HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX.xRO�A E ASTRAGAL CENTERS AND 20-7/8' MAX. O.C. O • • • • • IT 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE ffii.• • 5) FOR ANCHORAGE DETAILS SEE SHEET 14. • • • • EXAMPLE: XX WITH GLASS TYPE A, 63-314" WIDE X 913/4" HIGH DOUBLE DOOR, ANCHOR TYPE 3INTO WOOD DESIGN PRESSURE _ +75 / -75 PSF, SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE DOOR ANCHOR REQUIREMENTS FROM TABLE 6: 6 ANCHORS @ EACH JAMB 5 ANCHORS EACH DOOR PANEL @ HEAD 5 ANCHORS EACH DOOR PANEL @ SILL OSEE CIRCLED VALUES ON TABLE 6. X =DENOTES ANCHOR LOCATION. PRODUC f RHVr.M • it~'Aft will tic rkw dk WW.beA e • #.ygtcecc Nat -? u' nl 6spIwmd-Dtic^2'. •1•'00 �• \` h w1 • bidt�vhrci • • F) NEW SHEET CONKMO40 SZE ELESATIONS, ZORE ELEVATbNS %?4!CHOR TAjVJ.. : - Osseo Ill i > to o •y • (71 N W } }eti ala0 •� tLa• • • i w tL' h 0 y J arc ses o O O c Ll J W • CO'•0' o 0 U06 u) W a WZ a O W H u.xa0oN a W U) U) .6 LL O Of O co ® 0 aa45 u = U Z 6 W J e�o35 O U- F J W v p o Q X Q LYNN ��•''•LICENse'•%� :. QCT:' '•.� , No. 58705 .� �C) i FSS •:c�ORIDP,. •'G�� CONAL E?.�`• '��/n1t1111 A. LYNN MILLER, P.E. P. EA 58705 13-114" MAX. TABLE 7: 3ALUM CONC LOAD ZONES 84/8' Design Pressure w J J Nw W x 0 m g � o O SIDE LITE, FRAME HEIGHT ALL GLASS TYPES See Sheet 2, Table 2 4 1 4 1 4 1 ANCHOR NPE & 2, 3, WOOD 1.2. 4 i 4 1 12.75 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 � 2 4 2 4 2 4 2 4 2 4 2 PRODUC f REVIIM • s •WMrdL w" de nedli• 2 19.00 79.75 83.75 87.75 91.75 95.75 25 17-7/8" MAX. O.C. 4 2 4 2 4 2 4 j 2 4 2 6' B-6 HEAD } MAX. 3 t-ZONE'E" • • bmd;.14r k •Elpl'. of No)%e tel• 4 2 4 2 21.75 79.75 83.75 87.75 91.75 95.75 • • • EiylroWa pate 4 2 4 2 4 2 •• • • •• ) • b,•IS4 5 2 4 2 5 � 2 4 2 • • • • • • nSJ�i- • 9�� d•,AI ' etU1I•d<xf • • 5 2 4 • 0000•• 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 36.13 F) NEW SHEET CdF.1�IRIRO9IEE 6 3 4 • • • • 2X.O. • • MAX. O.C. • • • • � �yLEATIONS, ZOA� ELEVATIONS AI•{PL�IICCHORTA%.ES•-4R.- T1iQ}]] 7 3 4 3 7 3 4 3 7 3 4 3 m m 0000•• 79.75 83.75 87.75 91.75 95.75 • • 3 4 3 6 � 3 4 3 7 3 4 w • • /4" z p • • • • 7 j 3 4 00000 ti z M _ •S .E m N m •000•• • y O anaa HT < • • • o O FF • • q • • • • 4 zy O OJ t.,) p ,toa • • • O f7i o O •• • •JO r o z •glLg Uo ®� Xe HZ v u a H �Mo�aoN O W E n%� 'a J W JMO B -B _ SILL 3 I 'F Z m o Q ZONE'E" 36-3/4" MAX. to od W O IDE LITE FRAME WIDTH Ix O NO aa4S TYP. ELEVATION OF LOAD ZONES FOR o SINGLE SIDELITE, O SINGLE SIDELITE, O U w Z 4 atoos LLO L J Q J ~ O U =LU Q Q a a771 O s,a s ,.os NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. Y LYNryM/'�'i •\GENgF •, C� 2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS O.C. FOR '�� (4" MIN. CONCRETE, 4" MIN. O.C. FORCMU): JAMBS 13-114" MAX. FROM CORNERS t N0. 58705 L (ALL): AND 23-1/8" MAX. O.C. ; * - * - HEAD 8 SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE. Y1"1 X710 `•, s F� i�'�(�s'•. 4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. Ff ORIOP��� S ' A. LYNN MILLER, P.E. P.E.# 58705 13-114" MAX. SUBSTRATE 3ALUM CONC LOAD ZONES 84/8' - ro g � 0 w J J Nw W x 0 m g � o w J N _ O MAX SIDE LITE FRAME WIDTH FRAME HEIGHT 1 D.75 79.75 83.75 87.75 91.75 95.75 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 i 4 1 12.75 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 � 2 4 2 4 2 4 2 4 2 4 2 4 1 2 4 2 19.00 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 j 2 4 2 4 2 4 2 4 2 4 2 21.75 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 5 2 4 2 5 � 2 4 2 27.75 79.75 83.75 87.75 91.75 95.75 5 2 4 2 5 2 4 2 5 2 4 2 6 2 4 2 6 2 4 2 36.13 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 3 4 3 7 3 4 3 7 3 4 3 7 3 4 3 36.75 79.75 83.75 87.75 91.75 95.75 6 3 4 3 6 � 3 4 3 7 3 4 3 7 j 3 4 3 7 � 3 4 3 13-114" MAX. 95-3 84/8' MAX MAX. DLO FRAM HEIGHT IM 33-5/8' AX. DLO TARI F A ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 20-718" MAX. O.C. 6" MAX. 23.1/8" MAX. O.C. 13-1/4" MAX. T- 37.1/2" MAX. DOOR _ FRAME WIDTH 9" MAX. MAX. 95-3/4" MAX. FRAME HEIGHT 36-3/4" MAX. SIDE LITE FRAME WIDTH TYP. ELEVATION OF XO CONFIGURATION HEAD ZONEZONE'HEAD AX. < \\ w w Z 2 0 ON m / � F-- 20-718-6"MAX. 6" MAX. 9" MAX. 24-3/4' 1 --SILL ZONE"D" SILL ZONE "E" LOAD ZONES FOR XO CONFIGURATION & ANCHORAGE_ LAYOUT USED IN EXAMPLE (OX SIMILAR) Design Pressure Reinforced: ISea Sheet 2, Telles 1 & 2 Unreinforced: I See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIM O.C. FOR CMU): • • • JAMBS (ALL): 13.1/4' MAX. FROM CORNERS ND 23-1 /8" MAX O.C. HEAD & SILL OF DOORS: 6" MA>MR5 CUttNERS, 9' MAX. FROM ASTRAGAL CENTgV& f29j7/8' MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MW(F'ww CORNERS AND 24.314" MAX. O.C• • 0000 4) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. • • • • • • 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS I4&15. ••9.0• 6) CONFIGURATIONS WHERE THE DOOR LOCKSMLE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH• REINFORCEMENT. • • • 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE • ASSEMBLED. PROD= 7 ' 2SCAW7a t3lldl�q� KF.iks)7,aS7i4.O'1I EXAMPLE: 6S'rria^ XO WITH GLASS TYPE B, 36'X 84" SINGLE DOOR WITH 36"X 84" WIDE SIDE LITE, ANCHOR TYPE 31NTO CONC. DOOR DESIGN PRESSURE _ +75 /-75 PSF DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS @ DOOR JAMB 3 ANCHORS @ DOOR PANEL @ HEAD 3 ANCHORS @ DOOR PANEL @ SILL 4 ANCHORS @ SIDE LITE JAMB 3 ANCHORS @ SIDE LITE @ HEAD 3 ANCHORS @ SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 8. X =DENOTES ANCHOR LOCATION. 0000 • 0000 0000•• • •• • 0000•• F)TIEW SHEET C �A�BI��[JIr�J� �IZE ELEVATIONS, ZO E�E�CEV NS ! � ND ANCHOR TA LES. • JR 01616117 ••••• 0009• d Y XO & OX, > y o• •3 "'a ALL GLASS TYPES O o •0 ANCHOR TYPE & 2 3. WOOD 3 ALUM 1,2, CONC SUBSTRATE H 0 9.a 9 O O J o w J '7 LOAD ZONES w 5J w V Mop w a J `JMp > ' W J m a g w J m m m J O a m MAX SIDE LRE MAX7f DOOR MAX FRAME FRAMEHEIGHT FRAME ' _ _ ® N 0 aa4S WIDTH WIDTH O O X X O O X X 10.75 25.50 79.75 4 2 3 5 42 X 2 4 4 2 4 5 4 2 2 4 83.75 87.75 4 2 4 5 4 2 2 4 91.75 4 2 4 5 4 2 2 4 95.75 4 1 2 4 6 4 2 2 4 12.75 27.50 79.75 4 2 4 5 4 2 2 4 83.75 4 2 4 5 4 2 1 2 1 4 87.75 4 2 4 5 4 2 2 4 91.75 4 2 4 6 4 2 2 4 95.75 4 2 4 6 4 2 3 4 19.00 29.50 79.75 4 3 4 5 4 2 2 4 4 3 4 5 4 2 2 4 83.75 87.75 4 3 4 6 4 2 2 4 91.75 4 3 4 6 4 2 3 4 95.75 4 3 4 6 4 2 3 4 21.75 31.50 79.75 4 3 5 5 4 2 2 4 83.75 4 3 5 6 4 2 2 4 87.75 4 3 5 6 4 2 3 4 91.75 5 3 5 6 4 2 3 4 95.75 1 5 3 1 5 1 7 4 2 3 4 27.75 33.50 79.75 5 3 5 6 1 4 2 2 4 83.75 5 3 5 6 4 2 3 4 87.75 5 3 5 6 4 2 3 4 91.75 6 3 5 7 4 3 3 4 95.75 6 3 6 7 4 3 3 4 36.13 35.50 79.75 6 4 5 6 4 3 3 4 83.75 6 4 5 6 4 3 3 4 87.75 7 5 5 6 4 3 3 4 91.75 7 5 6 7 3 3 4 7 5 6 7 4 3 1 3 1 4 95.75 36.75 37.50 79.75 6 4 5 6 4 3 3 4 6 4 5 6 4 3 3 4 83.75 87.75 7 5 5 7 1 4 33 4 91.75 7 5 6 7 4 3 95.75 7 5 6 7 4 3 3 4 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 20-718" MAX. O.C. 6" MAX. 23.1/8" MAX. O.C. 13-1/4" MAX. T- 37.1/2" MAX. DOOR _ FRAME WIDTH 9" MAX. MAX. 95-3/4" MAX. FRAME HEIGHT 36-3/4" MAX. SIDE LITE FRAME WIDTH TYP. ELEVATION OF XO CONFIGURATION HEAD ZONEZONE'HEAD AX. < \\ w w Z 2 0 ON m / � F-- 20-718-6"MAX. 6" MAX. 9" MAX. 24-3/4' 1 --SILL ZONE"D" SILL ZONE "E" LOAD ZONES FOR XO CONFIGURATION & ANCHORAGE_ LAYOUT USED IN EXAMPLE (OX SIMILAR) Design Pressure Reinforced: ISea Sheet 2, Telles 1 & 2 Unreinforced: I See Sheet 2, Tables 3 & 4 NOTES: 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIM O.C. FOR CMU): • • • JAMBS (ALL): 13.1/4' MAX. FROM CORNERS ND 23-1 /8" MAX O.C. HEAD & SILL OF DOORS: 6" MA>MR5 CUttNERS, 9' MAX. FROM ASTRAGAL CENTgV& f29j7/8' MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MW(F'ww CORNERS AND 24.314" MAX. O.C• • 0000 4) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SIZE. • • • • • • 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS I4&15. ••9.0• 6) CONFIGURATIONS WHERE THE DOOR LOCKSMLE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH• REINFORCEMENT. • • • 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE • ASSEMBLED. PROD= 7 ' 2SCAW7a t3lldl�q� KF.iks)7,aS7i4.O'1I EXAMPLE: 6S'rria^ XO WITH GLASS TYPE B, 36'X 84" SINGLE DOOR WITH 36"X 84" WIDE SIDE LITE, ANCHOR TYPE 31NTO CONC. DOOR DESIGN PRESSURE _ +75 /-75 PSF DOOR ANCHOR REQUIREMENTS FROM TABLE 8: 4 ANCHORS @ DOOR JAMB 3 ANCHORS @ DOOR PANEL @ HEAD 3 ANCHORS @ DOOR PANEL @ SILL 4 ANCHORS @ SIDE LITE JAMB 3 ANCHORS @ SIDE LITE @ HEAD 3 ANCHORS @ SIDE LITE @ SILL OSEE CIRCLED VALUES ON TABLE 8. X =DENOTES ANCHOR LOCATION. 0000 • 0000 0000•• • •• • 0000•• F)TIEW SHEET C �A�BI��[JIr�J� �IZE ELEVATIONS, ZO E�E�CEV NS ! � ND ANCHOR TA LES. • JR 01616117 ••••• 0009• d Y - > y o• •3 "'a O o •0 a •� •'0000 • to H 0 9.a 9 O O J o w J '7 w 07_ w V Mop oN O W^ K J `JMp > ' W r °d W 0 o ® N 0 aa4S 0 rn U H Z Z W w al°'S o LL X J U Q O ❑ Q: N' .58 . 40 A• • 'n 111111 A. LYNN MILLER, P.E. P.E.# 58705 I— Fa ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 6' MAX. 20-7/8" MAX. O.C. 6" MAX. 6" MAX. :� I �----� 1 24-3/4" MAX. O.C. 6" A -A MAX. ~- 3 13-114" MAX. 23.1/8" / MAX. O.C. / ® 95-3/4' MAX. 184-318" 0 FRAME MAK. DLO HEIGHT E \ E4 4 \ 33-5/8' 24-9/16"\ MAX. DLO MAX. DLO \ A -A B -B 36-3/4" MAX. SIDE 3 3 LITE FRAME WIDTH 37-112" MAX. DOOR FRAME WIDTH 109-1/2' MAX. DOOR -SIDE LITE FRAME WIDTH NOTES: TYP. ELEVATION OF OXO CONFIGURATION (NOT AVAILABLE WITH REINFORCEMENT) HEAD HEAD HEAD 1 ZONE "E" ZONE'F ZONE "E" IT / I \ SILL SILLSILL -ZONE "E'TT ZONE "F" Z.SILL � LOAD ZONES FOR OXO CONFIGURATION Design Pressure Reinforced: I WA Unreinforced: I See Sheet 2, Tables 3 & 4 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4' MAX. FROM CORNERS AND 23-118" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE, 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15- 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. FRODBC f ltEVNW wNY Ik Nlafdc AagtuRNe I QO 4.O 1 49>l1mft4 Date 1 F)IIEW SHEET COMBINING SIKE ELEVATIONS, ZON! SLS AVIONS „ /CJD %CHOR TABLES. - JR -• 0lj0(� ••••• OXO, ALL GLASS TYPES ANCHOR TYPE & SUBSTRATE 2,3 ' ,3' WOOD 1 1,2, CONC > - o 3 ALUM '" D• No O LOAD ZONES J co arc O•�o �r ic• • •2 8 W m y LL w m W ul LLLJ rn MAX MAX 'X MAX SIDE LITE DOOR FRAME 4 n o Z m $ W O to FRAME FRAME HEIGHT x x $ x x WIDTH WIDTH O O O x O O X 10.75 25.50 79.75 4 1 2 7 1 4 2 3 alaas O 83.75 4 2 7 4 2 3 o U 87.75 4 2 7 4 2 3 O 91.75 4 2 7 4 2 3 95.75 4 2 7 4 2 3 12.75 27.50 79.75 4 2 7 4 2 3 83.75 4 2 7 4 1 2 3 4 2 7 4 2 3 87.75 91.75 4 2 7 4 2 5 95.75 4. 2 7 4 2 5 19.00 29.50 79.75 4 3 8 4 2 3 4 3 8 4 2 3 83.75 87.75 4 3 8 4 2 5 91.75 4 3 8 4 2 5 95.75 4 3 8 4 2 5 21.75 31.50 79.75 4 3 8 4 2 3 83.75 4 3 8 4 2 5 87.75 4 3 8 4 2 5 91.75 5 3 8 4 2 5 95.75 5 1 3 10 4 2 5 27.75 33.50 79.75 5 3 8 4 2 3 83.75 5 3 8 4 2 5 87.75 5 3 8 4 2 5 6 3 10 4 3 5 91.75 95.75 6 3 10 4 3 5 36.13 35.50 79.75 6 4 8 4 3 5 83.75 6 4 8 4 3 5 87.75 7 5 8 4 3 5 91.75 7 5 101 4 1 3 1 5 7 5 101 4 1 3 5 95.75 36.75 37.50 79.75 6 4 8 4 3 5 83.75 6 4 8 4 3 5 87.75 7 5 1 D 4 3 5 7 5 10 4 3 5 91.75 95.75 7 5 10 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. 6' MAX. 20-7/8" MAX. O.C. 6" MAX. 6" MAX. :� I �----� 1 24-3/4" MAX. O.C. 6" A -A MAX. ~- 3 13-114" MAX. 23.1/8" / MAX. O.C. / ® 95-3/4' MAX. 184-318" 0 FRAME MAK. DLO HEIGHT E \ E4 4 \ 33-5/8' 24-9/16"\ MAX. DLO MAX. DLO \ A -A B -B 36-3/4" MAX. SIDE 3 3 LITE FRAME WIDTH 37-112" MAX. DOOR FRAME WIDTH 109-1/2' MAX. DOOR -SIDE LITE FRAME WIDTH NOTES: TYP. ELEVATION OF OXO CONFIGURATION (NOT AVAILABLE WITH REINFORCEMENT) HEAD HEAD HEAD 1 ZONE "E" ZONE'F ZONE "E" IT / I \ SILL SILLSILL -ZONE "E'TT ZONE "F" Z.SILL � LOAD ZONES FOR OXO CONFIGURATION Design Pressure Reinforced: I WA Unreinforced: I See Sheet 2, Tables 3 & 4 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4' MAX. FROM CORNERS AND 23-118" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24-3/4" MAX. O.C. 4) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SIZE, 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15- 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED. FRODBC f ltEVNW wNY Ik Nlafdc AagtuRNe I QO 4.O 1 49>l1mft4 Date 1 F)IIEW SHEET COMBINING SIKE ELEVATIONS, ZON! SLS AVIONS „ /CJD %CHOR TABLES. - JR -• 0lj0(� ••••• • > - o '" D• No O J co arc O•�o �r ic• • •2 8 Z m •..J 77 •WV�O ®a LU u.xe0 oN W O >� J JM 11 n o Z m $ W O to N LL O $ 00 aays ® rn O co F U Z U) J_ Z < w Q alaas O LL W J w O o U x0 Q O aryl ��sap s uaS qN No. 58705 �:• %;0OXN . ST 1}. ✓��� %��s'•. FIORIOP. c" 7`I 10NAL /111111101% •`• A. LYNN MILLER, P.E. P.E.# 58705 TABLE 10: ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. XXO & OXX, ALL GLASS TYPES (OXX SIMILAR) ANCHOR TYPE & SUBSTRATE 2, 3, WOOD HEAD 1,2, CONC 20-718" MAX. O.C. DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. ZONE"D" 3 ALUM 6" MAX. Reinforced: See Sheet 2, Tables 1 & 2 6' MAX. 9" MAX. A -A 3 24-3/4' MAX. O.C. B -B 3 LOAD ZONES b fL m o J o m y J m v 3 MAX MAX 'OC SIDE LITE DOOR MAX m o ¢ 4 w w a Q w w FRAME FRAME FRAME 4 = u _ _ ' i WIDTH TH WIDTH HEIGHT \ ® x x MAX • • • • • • FRAME • 0 O X X X O O X X X 10.75 47.75 79.75 4 2 4 1 3 1 6 4 2 1 4 1 MAX, ALO 83.75 4 2 5 4 7 4 2 4 87.75 4 2 5 4 7 4 2 4 91.75 4 2 5 4 7 4 2 4 j13 / 95.75 4 2 5 4 7 4 2 4 12.75 51.75 79.75 4 2 5 4 7 4 2 4 • • 0 • 63.75 4 2 5 4 7 4 2 4 2 3 87.75 4 2 5 4 7 4 2 4 2 3 A -A 91.75 4 2 5 4 7 4 2 4 2 3 3 95.75 4 2 6 4 7 4 2 4 3 5 19.00 55.75 79.75 4 3 5 4 1 7 4 2 4 2 3 83.75 4 3 5 4 1 7 4 2 4 2 3 87.75 4 3 5 4 7 4 2 4 2 3 91.75 4 3 6 4 7 4 2 4 3 5 95.75 4 3 6 4 8 4 2 4 3 5 21.75 59.75 79.75 4 3 5 5 B 4 2 4 2 3 63.75 4 3 5 5 8 4 2 4 2 3 87.75 4 3 6 1 5 8 4 2 4 3 5 91.75 5 3 6 5 8 4 2 4 3 5 95.75 5 3 6 5 8 4 1 2 4 3 5 27.75 63.75 79.75 5 3 1 5 5 1 8 4 2 4 2 3 83.75 5 3 1 6 5 1 8F43 4 3 5 87.75 5 3 6 5 8 4 3 5 91.75 6 3 6 5 8 4 3 5 95.75 6 3 7 6 10 4 3 5 36.13 67.75 79.75 6 4 6 5 8 4 3 5 83.75 6 4 6 5 8 4 3 5 87.75 7 5 6 5 8 4 3 1 5 91.75 7 5 7 6 10 4 3 1 5 95.75 7 5 7 6 10 4 3 5 36.75 71.75 79.75 6 4 6 5 8 4 3 1 4 3 5 83.75 5 9 4 3 4 3 5- 87.75 5 9 4 3 4 3 5 91.75 g57 6 10 4 3 4 3 5 95.75 6 10 4 3 4 3 5 ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE DETERMINED INDEPENDENTLY. W O TYP. ELEVATION OF XXO CONFIGURATION 9" MAX (OXX SIMILAR) 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE HEAD Design Pressure 20-718" MAX. O.C. DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. ZONE"D" 6" MAX. Reinforced: See Sheet 2, Tables 1 & 2 6' MAX. 9" MAX. A -A 3 24-3/4' MAX. O.C. B -B 3 Unreinforced: See Sheet 2, Tables 3 & 4 W O TYP. ELEVATION OF XXO CONFIGURATION NOTES: (OXX SIMILAR) 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE HEAD HEAD HEAD ZONE'F" ZONE"E"� DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. ZONE"D" 6" MAX. 23-1/8' MAX. O.C. / \ SEE TABLES 1.4, 23-1/8" MAX. DLO 0 / SHEET 2 FOR REINFORCEMENT - • • \ u / REQUIREMENTS. • • • 95-314" cl \ ® / MAX • • • • • • FRAME • HEIGHT 000000 MAX, ALO / • • • • GC _ • • 24-9/18\ / 33-5/8" • • • • • • MAX. DLO\ / MAX. DLO • • \ / • • 0 • 0000•• • • • A -A B -B 3 3 • 36-3/4" MAX. • - 71.3/4' MAX. DOOR FRAME WIDTH • • • SIDE LITE FRAME WIDTH 107-314" MAX. DOOR i SIDE LITE FRAME WIDTH • • 0 W O TYP. ELEVATION OF XXO CONFIGURATION NOTES: (OXX SIMILAR) 1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE HEAD HEAD HEAD ZONE'F" ZONE"E"� DESCRIPTIONS. 2) DOORS MAY BE LEFT OR RIGHT-HANDED. ZONE"D" SIL SILI IZONEL D. ZONE" F" ZONEI"E" -1 LOAD ZONES FOR XXO CONFIGURATION (OXX SIMILAR) 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4' MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4' MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8' MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 24-314" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4' ONCE ASSEMBLED. ►RODUCrREVrm Lao, wNhapm. • �c�dues rve� i +ol.•tr. o.tc 2 F) EW SHEET C A !&46JQ ZE 'j ELE)jATIONS, ZOPJE ELEVAT NS "D A6ICHOR TABLES. - JR - � 04►i•!17 • • • • • 0000• N CD >• • _wK o as o• F 0 0 •4 N y N •On• iw to•W O 00 _• coco O • o ' -1 Xe O W < I' 9ma o 's p LO Z � u_ O ® O J "'4S u F � = U W Z Z LU X alo S LL W X L- O e6 U Q O 1 Q tttttn441/�� ��?ON ICENg� ASI No. 58705 %ppm. US/7 /:.•��`, '•.FLO..R.I.DA. /I/ ZONAL •45 11 11\\ : ll A. LYNN MILLER, P.E. P,E.N 68705 / \ u / \ cl \ / a SIL SILI IZONEL D. ZONE" F" ZONEI"E" -1 LOAD ZONES FOR XXO CONFIGURATION (OXX SIMILAR) 3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4' MIN. O.C. FOR CONCRETE, 4" MIN. O.C. FOR CMU): JAMBS (ALL): 13-1/4' MAX. FROM CORNERS AND 23-1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20-7/8' MAX. O.C. HEAD & SILL OF SIDE LITES: 8" MAX. FROM CORNERS AND 24-314" MAX. O.C. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS 14 & 15. 6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT. 7) SIDE LITE OVERLAPS DOOR BY 3/4' ONCE ASSEMBLED. ►RODUCrREVrm Lao, wNhapm. • �c�dues rve� i +ol.•tr. o.tc 2 F) EW SHEET C A !&46JQ ZE 'j ELE)jATIONS, ZOPJE ELEVAT NS "D A6ICHOR TABLES. - JR - � 04►i•!17 • • • • • 0000• N CD >• • _wK o as o• F 0 0 •4 N y N •On• iw to•W O 00 _• coco O • o ' -1 Xe O W < I' 9ma o 's p LO Z � u_ O ® O J "'4S u F � = U W Z Z LU X alo S LL W X L- O e6 U Q O 1 Q tttttn441/�� ��?ON ICENg� ASI No. 58705 %ppm. US/7 /:.•��`, '•.FLO..R.I.DA. /I/ ZONAL •45 11 11\\ : ll A. LYNN MILLER, P.E. P,E.N 68705 1 20-7/a" MAX. O.C. - 9' MAX. 9" MAX. Design Pressure �+ 9" MAX. 24-3/4' MAX. O.C. MAX B$ 6' MAX. Reinforced: See Sheet 2, Tables 1 & 2 3 3 Unreinforced: See Sheet 2, Tables 3 8 4 I / \ NOTES: / \ 1) SEE SHEET 1 FOR GLASS AND ANCHOR 23-1/8' / / \ \ TYPE DESCRIPTIONS. PRODUCE! , MAX. O.C. SEE TABLES 1-4, e T co ca o/ SHEET 2 FOR 95-3/4" 2) DOORS MAY BE LEFT OR RIGHT-HANDED. A �) _O $L • 0 I ® REINFORCEMENT MAX, SIDE LITE / \ REQUIREMENTS. FRAME 3) ANCHOR QUANTITIES ARE BASEEPON •� p1e-"�S++T� 84-3/8" 0 HEIGHT SPACING E. FOLLOWS. F(4-011N.tMU):. F:R •� _ f / "�_y� MAX. DLO \ / / CONCRETE, 4" MIN. O.C. FORCIAU):-- vrrC • JAMBS (ALL): 13-1/4'Ay�� �1• • • • • • • • • • \ / CORNERSAND 23-1/BwNTARL`. E \ /E-E HEAD 8 SILL OF DOOF'OS.foW.JROM G F) �EW SHEET C I I jE 4 \ 4 / 4 CORNERS, 9" MAX. FROM ASTRAGAL�.il \ / CENTERS AND 20-7/8"M•JR 6-. 4. ° ELE1fj+,TIONS,ZO L NS _ 24-9116\ / 335/8" HEAD 8 SILL OF SIDE IITES: 6" AA�X. OND ABHOR TABLES.- MAX. DLO / MAX. DLO FROM CORNERS AND 2"4•AIIAX. O.C. 04110{17 • • • • • \ / 4) FOR SIZES NOT SHOWN �RESNbL ATO • • • • • N Y CO THE NEXT AVAILABLE SIZE* • • • W ? •� i w O B-B r`L A-A I 5) FOR ANCHORAGE INSTAtL1A7(.:�f7AILS 0-' • o o O 3 3 SEE SHEETS 14 8 15. • • • X12 'a N 36-3/4" MAX. SIDE 71-314" MAX. DOOR FRAME WIDTH • • • w N • i N it O LITE FRAME WIDTH 6) CONFIGURATIONS WHE13E THE DQOR O w • (n O 1433/4' MAX. DOOR + SIDE LITE FRAME WIDTH LOCKSTILE ABUTS A SIDE TE APr 9T -J J O a . •� p AVAILABLE WITH REINFORCFj4jNT. • O� O •J W TYP. ELEVATION OF OXXO CONFIGURATION 7) SIDE LITE OVERLAPS DOOR BY 314" ONCE {} a ®p xa ASSEMBLED. W F- W vM`0 F Z u != JMp HEAD HEAD HEAD HEAD �y o w W �-ZONE"E"�-ZONE'F"�ZONE "F"�-ZONE'E' p Z $ O N O EXAMPLE: . ro OXXO WITH GLASS TYPE B, 71-314^ WIDE X 95-3/4' HIGH DOUBLE DOOR R O laays WITH (2) 36-3/4" X 95.3/4^ SIDE LITES, 'D rn p ANCHOR TYPE 21NTO CONCRETE, U DESIGN PRESSURE=1341-34 PSF, = U J Z m SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE W < � ui DOOR ANCHOR REQUIREMENTS FROM TABLE 11: '� J 4 ANCHORS @ EACH SIDE LITE JAMB 2 O p 5 ANCHORS EACH DOOR PANEL @ HEAD U 5 ANCHORS EACH DOOR PANEL @ SILL Q O O 3 ANCHORS EACH SIDE LITE @ HEAD a,11�sap saws 3 ANCHORS EACH SIDE LITE @ SILL \.�� Or1Y LYNN ''•. O SEE CIRCLED VALUES ON TABLE 11. A .• • M/ �.. CIGENSf'•, �(� X =DENOTES ANCHOR LOCATION. * : No. 58705 G/ T ZONE F" �S''•F�ORIDP.•''G\�� ANCHOR QUANTITIES FOR THE DOOR AND SIDE LI E TO BE LOAD ZONES FOR OXXO CONFIGURATION / 1 / I I I 1111 DETERMINED INDEPENDENTLY. He ANCHORAGE LAYOUT USED IN EXAMPLE A. LYNN MILLER P.E. P.E.# 58705 OXXO, ALL GLASS TYPES ANCHOR TYPE 8 SUBSTRATE 2,3 , WOOD 1 2 CONIC 3 ALUM LOAD ZONES w I [Ji w ti J I J J J m N'a m N a MAX MAX OOf FRAME FR�P.ME FRAME ¢ = I = WIDTH WIDTH HEIGHT o O I X O O X 10.75 47.75 79.75 4&22 MAX. I / \ w / \ 0 N m \ / a \ / 6 4 2 3 83.75 2 7 4 2 3 87.75 2 7 4 2 3 91.75 2, 7 4 2 3 i ZONE'F" 95.75 2 7 4 2 3 12.75 51.75 79.75 4 2 7 4 2 3 83.75 4 2 7 4 2 3 87.75 4 2 7 4 2 3 91.75 4 2 7 4 2 3 95.75 4 2 7 4 2 5 19.00 55.75 79.75 4 3 7 4 2 3 83.75 4 3 7 4 2 3 87.75 4 3 7 4 2 3 91.75 4 3 7 4 2 5 95.75 4 3 8 4 2 5 21.75 59.75 79.75 4 3 8 4 2 3 83.75 4 3 8 4 2 3 87.75 4 3 8 4 2 5 91.75 5 3 8 4 2 5 95.75 5 3 8 4 2 5 27.75 63.75 79.75 5 3 8 4 2 3 83.75 5 3 8 4 2 5 87.75 5 3 8 4 2 5 91.75 6 3 8 4 3 5 95.75 6 3 � 10 4 3 5 36.13 67.75 79.75 6 4 8 4 3 5 83.75 6 4 8 4 3 5 87.75 7 5 8 4 3 5 91.75 7 5� 10 4 3 5 95.75 7 5 10 4 3 5 36.75 71.75 79.75 6 4 8 4 3 5 83.75 6 41 9 4 3 5 87.75 7 5 9 4 3 5 91.75 7 5 10 4 3 95.75 7 5 10 4 3 5 MAX. I / \ w / \ 0 N m \ / a \ / i~ � MAX. SILL 20.716" SILL �ZONE'E' MAX. � 6' MAX. jf 24-314' SILL i ZONE'F" SILL ZONE "E" EDGE DISTANCE EDGE �DIS7ANCE 2X WOOD SEE TABLE EDGE DISTANCE BUCK, NOTE 1 A, SHEET 1 - 1X WOOD SEE TABLE •� - :•• EMBEDMENT �A, SHEET 1 BUCK, NOTE IN MAX. SHIM DOOR HEAD (WOOD) EMBEDMENT —� — 1/4" MAX. SHIM EDGE DISTANCE STAGGERED ANCHORS 2X WOOD J BUCK, NOTE 1 DOORJAMB(WOOD) SEE TABLE A, SHEET 1 1/4' MAX. SHIM 1 X=11 EMBEDMENT 2X WOOD EDGE DISTANCE BUCK, NOTE 1 DOOR SILL (WOOD) .--1/4" MAX. SHIM SEE TABLE A, SHEET 1 DOOR HEAD (CONC) EMBEDMENT 1/4" MAX. SHIM EDGE DISTANCE STAGGERED SEE TABLE ANCHORS A, SHEET 1 1X WOOD BUCK, NOTE DOOR JAMB (CONC) TABLE A, SHEET 1 1/4"MAX. SEE TABLE A. SHEET 1 EMBEDMENT j�---.•{— EDGE DISTANCE DOOR SILL (CONC) EDGE 1/4' MAX. SHIM SEE TABLE A, SHEET 1 DOOR HEAD (ALUMINUM) '• • 1/4" MAX. SHIM ED \� SEE TABLE STAGGER ANCHORS EDGE DISTAII" • • • • A, SHEET i DOOR JAMB (ALUMINUM) 4" MAX. SHIM SEE TABLE A, SHEET 1 DOOR SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. 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). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. <7EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS} IRODUCCREvr4m tie Rlaefda • �xiti @Qtj�tQ�W r`c No 1.7-0 -h .O • Ea�14Seiea Date • • ���"riSPC�I'• • CLARIFIED DET�,J16W4 ALUfONUM.-JR-64/10/17 • OF) •W•••• LU 6 N 05 O Y t U"I, neb �•O-f• OcLi o 2 ZV j • ®p 0 J to w ,cg U '� W ~O w J uMona o OMO LU rc 1 > w L0 C�Rz g 1n oa U U. o 0 ® W ]aa4S = U J Z r WF- O w C/) ',°JS u" Z J � 0 O U Q Q Q •.• 1,tCEN,gh•••, ��� i * : No.56705 S F 10NALIENG��` A. LYNN MILLER, P.E. P.E.# 58705 2X WOOD EDGE DISTANCE BUCK, NOTE 1� —1 � 114" MAX. SHIM SEE TABLE A, SHEET IDE LITE HEAD (WOOD) EMBEDMENT 1/4" MAX. SHIM EDGE DISTANCE 0 SEE TABLE OA, SHEET 1 ZX WOOD SEE TABLE A, SHEET 1 1/4" MAX. SHIM B613 -A EMBEDMENT d EDGE DISTANCE 2X WOOD BUCK NOTE 1 SIDE LITE SILL (WOOD) BUCK, NOTE SIDE LITE JAMB (WOOD) SEE TABL A, SHEET 1 X WOOC BUCK NOTE i-�—EDGE DISTANCE T_ ]EMBEDMENT —114" MAX. SHIM SEE TABLE A, SHEET 1 SIDE LITE HEAD (CONC) TABLE A, SHEET 1 1 WOOD BUCK, NOTE 1 f"' 1/4" MAX. SHIM SEE TABLE__\J� A, SHEET 1 SIDE LITE SILL (CONC) DISTANCE ?DGE DISTANCE SEE TABLE A, SHEET — 1/4" MAX. SHIM _ SEE TABLE A, SHEET 1 SIDE LITE HEAD (ALUMINUM)...;•• •o••G• SEE TA E • • A, SHF 1/4" MAX. SHIM 0• • • • JEDGE DISTANCE • 6o 6• 60.066 SEE TAB:z • A, SHEET 1 •so• • SIDE LITE JAMB (ALUMINUM) SHEET 1 /4" MAX. SHIM SEE TABLE A, SHEET 1 SIDE LITE SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. 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). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. < EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS)' PRORUCC REVNM • vvwpwn wm lit Nortek W Wn�fitdt • �c�tetclW i��i :ryrWeGtle Z �a22 • 6 •. .w++qa •. F) CLARIFIED DE1;"t4PQFP ALUMINUM.-JR44/10/17 • 00 Goes* Goes* N — (� � y •O _ gay �• rc V odo 19 .1 • o w p Al a � otVl [ o G� � Z 10 op J • � , o ui FB W U W ao ®� W u.o.0 aN > a W r �2 $ a U, LL 0 tpp w �_ O O ❑cn Iae4S ® 0 J N U Z WZ oloag O LL H J w � W O U Q 0 0 \` ` \�N `\O CENSE M/CSF * ; N0.58705 ' %. COs .'.'cC ORIOP. •'' G\�` S'ONAL"Ofil\�N \• A. LYNNMILLER P.E. RE.N 58705 EMBEDMENT 1/4" MAX. SHIM SEE TABLE EDGE DISTANCE A, SHEET 1 SEE TABLE A, SHEET 1 1X WOOD BUCK, NOTE 1 SIDE LITE JAMB (CONC) TABLE A, SHEET 1 1 WOOD BUCK, NOTE 1 f"' 1/4" MAX. SHIM SEE TABLE__\J� A, SHEET 1 SIDE LITE SILL (CONC) DISTANCE ?DGE DISTANCE SEE TABLE A, SHEET — 1/4" MAX. SHIM _ SEE TABLE A, SHEET 1 SIDE LITE HEAD (ALUMINUM)...;•• •o••G• SEE TA E • • A, SHF 1/4" MAX. SHIM 0• • • • JEDGE DISTANCE • 6o 6• 60.066 SEE TAB:z • A, SHEET 1 •so• • SIDE LITE JAMB (ALUMINUM) SHEET 1 /4" MAX. SHIM SEE TABLE A, SHEET 1 SIDE LITE SILL (ALUMINUM) 1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. 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). 2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. < EXTERIOR INTERIOR 3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS)' PRORUCC REVNM • vvwpwn wm lit Nortek W Wn�fitdt • �c�tetclW i��i :ryrWeGtle Z �a22 • 6 •. .w++qa •. F) CLARIFIED DE1;"t4PQFP ALUMINUM.-JR44/10/17 • 00 Goes* Goes* N — (� � y •O _ gay �• rc V odo 19 .1 • o w p Al a � otVl [ o G� � Z 10 op J • � , o ui FB W U W ao ®� W u.o.0 aN > a W r �2 $ a U, LL 0 tpp w �_ O O ❑cn Iae4S ® 0 J N U Z WZ oloag O LL H J w � W O U Q 0 0 \` ` \�N `\O CENSE M/CSF * ; N0.58705 ' %. COs .'.'cC ORIOP. •'' G\�` S'ONAL"Ofil\�N \• A. LYNNMILLER P.E. RE.N 58705 . . ... . . . • .. . .•. .. .. . .. . • ••• • . . .•. . . . . ... MIAMI_ ' • • • • • • • • MIAMI -DADS COUNTY ON • • 00 ; 0 • ; ; •; PRODUCT CONTROL SECTION DEPARTMENT OFIREGCJLATOR? AWECONUMle RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF A4GEP'.ANCE (NCU) www.miamidade.¢ov/economy PGT Industries, Ine.• 4 • : . • V • • • I i �f 2 Q Q 1070 Technology Qc � North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0630.01 Expiration Date: May 26, 2021 ' �t7 Approval Date: November 09, 2017 Page l . . ..• • • • ••• PGT Industries, Inc. ••• . . . • 1 0TICE QF Ar-CEPTEVIDENCE SUBMITTED . . ...... ..... A. DRAWINGS • • • • • • • • • • 1. Mannac�es dig .izaju�ngsd sections. (Sukolitte4 dVet".1Vp3ao. JV -0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 i Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . .. . PGT Industries. Inc. ... . ... ... .. .. . 0. :NQ"CF,O0ALCP-P jAN6: EVIDENCE SUBMITTED .. . . ... ... ... .. F. STATEMENTS. • • • • • • • • . 1. Staternnt•1itir;of.Lokrorm6ce to FBC-S', Edition (2014) and FBC-60' Edition (20147,' dated W/22/;7:i3sued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.L, approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE OPENING WIDTH FCRVERTICALMUu � MULLIONS / -� SEE DETAILS MD,GH: SHEETS 2d 1 j � III 1 SEE DETAILS A THRV G. SHEETS 24 I VERT. MULL LENGTH / III -_III = I / SEE DETAILS HORIZONTAL A-D,G,H; MULL SHEETS 2.4 LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: F --OPENING WIDTH --I ULL I I 'j LENNGTH OPENING HEGI1 FOR OPENING MULL �' �' HORIZ HEIGHT � LENGTH MULL L NIL-: SINGLEMULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE CODES I STANDARDS USED; •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FSC), 5TH EDITION •ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2015 •AISI SIOO-12 •AISC 360-10 GENERAL NOTES: DETAILS SHOWN ARE RTHE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FERE&IPATiON-PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BYOTHERS. ARCHES TO BE2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CLIP. SHAPE 1 SEEOETAILS A THRU G; / SHEETS 2d OPENING HEIGHT FOR HORIZONTAL _ SEE DETAIL E. ALL SHEET 3 FENESTRATON PRODUCTS MAY -BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. Y—HORIZ MULLLENGTH--j 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN. V180, 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. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE. LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 6) WHEN FINDING YOUR S17E IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S), 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS, 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NOA'S 9) MULLIONS AND CUPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NONIMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHlHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR'TRIANGULARITRAPEZOIDAL'. GENERAL NOTES ............ ...... ...... 1 INSTRUCTIONS. ................. . ------ 1 ELEVATIONS ................ ... ............ . 1 MULL To 2X WOOD ...... ..._........... . 2 MULL TO 1X 8 MASONRY......_...-. 2 INSTALLATION NOTES, ............ .. .. 2 MULL TO MASONRY ... ...... ........ ._. 3 MULL TO STEEL STUD.._.._.._....-. 3 MULL TO MULL ....... .........- 3 ALTERNATATE CLIPS____ -..__._.d SAY MULL INSTALLATION. ........... .4 1 X 2 X.125 MULL SPECS ...... .... ... 5• • 1 X 2 X.375 MULL SPECS ......... . 06 1 X2.7 375 MI&LSPECS....__..7• • 1 X 2.7.68 ILL SPECS -.___..8 1 X3.t b. V MU14 SPECS........ 90 1X4X.t STAULLSPECS..-_.._..•10 1 X 4 X•17,5�Fy,�.l SPECS.._ lb iX4X. tll SPECS........ 11 LSP 125X23X�Bt�Oly�1U LL SPECS..... 13 1_25 X 125X 32```���X .6II'7j�3$pI _SPECS .q04 • 2 X 6 X LT $PEGS_._._.._. -.•117 126 X yt ty5 �IY.L SPECs....•1� • 30- X 3 SI �6AUL PL� ECS......- 23 45•X301255 nRn II L��SPEC6....._ MULLI CLI SIGNS-_ EXAMP fi 1-p, .. ... 24 LOA01 EXJ( L ••• LU • • •LU • • �9 44go N ••O� g �� N5S O PRODUCT REVISED "ca_PilIng with the Florida Building Code NOA-No. 17.0630.01 Expiration Dasa 05/26/2021 r `^- 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT') FROM TABLES to THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE VERT MULLIONCAPACITY (LBSIFT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING OBTAINED IN MULLLENGTH6) STEP FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE 10 ATTAIN THE FULL MULLION CAPACITY.6) REPRESENTS THE WINOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET' FMULLIOINS FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE ANCHOR ANCHOR/SUBSTRATElANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIREDu CAPACITY fS MET. ) IF THE MULLION CAPACITY (LBSIFTD OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULATO 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 (LBSIFT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. No. 58705 *" ATE SS C� LAN A. LANN11lItIBR!*�.E. FL P.E.# 58705 a �Y g DETAIL A: DETAIL B: MULLION MUL MULLION TO 2X WOOD BUCK LION ANDPER SUBHSTRATE oz MULLION ATTACHED TO 1X BUCKSTRIP OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT SEE SEETABLES 18138 (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS, In SEE NOTE 1. MULLION SHEET 1. ++ S U O i NLU �. F^ LLI b I I SEE SHEETS< g I MW 2.7 KSI ,. _�'...: EDGE • • • �I O = d 21-23 FOR HOLE a I. I CONCRETE OR CMU 1 DISTANOI, W J U) EITHER THE I I I LOCATIONS ° I I • • SEE SEE TA•I•S• r 04 • •� OFFSET MULL ° I L ° I EDGE DIST ANCE • • • 1B -13B • m1- QO° DISTANCE FOR MASONRY •• • • WCLIP MAY BE WOOD ANCHORS INSTLLED BY d FOR / ad • -*04 THIS METH SCREWS IDE VIE • • Z 260'MAX FOROco de • U ALL MULLIONS • • c e • STANDARD OR V U• s• ' d •F16ilf MULL • • t ; Z �• v e(.)° ^ a d a CLIP MF• BE • •• Vi • g, d e A ° ° I.6•o�ED BY • H • '!J d EXTERIOR THIS METHOD. _J U) "• a d� EDGE •• i••• • Q Z • }� < G a DISTANCE 4 • • • • • 02 •I--•0. 'i " a ° d - MASONRY e. °d - • • • • FOR • Q O Z I THE OFFAo SET CLIP IS ANCHORS F H' B RECOMMENDED FOR o • • • • • • •y L ® 8O O I� FIN -FRAMED • • • EXTERIOR e d WINDOWS, BUT MAY • • • • • ^ 4 H Y y ALSO BE USED FOR • 0 w • fn O) OTHER FRAME TYPES. • • a •• • ••• Q_ mU) 0 TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18-168 INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. TYP. ANCHOR m� TYP. ANCHOR PER SUBSTRATE, O a °+ � R� PERSUBSTRATE SEE TABLES 10-138 SEE TABLES 1BASS PRODUCT REVISED EDGE'ENO BUCKSTRIP as comp)ying with the Florida DISTANCE AND BMIIdin6 Code SEE TABLES T- - gTTACHMEM NBA -No. 17-0630.01 18-138 I " BY OTHERS. - EMBEDMENT' - SEE NOTE 1, Fxplration Date 05/26/2021 SHEET 1. BY Miami -0a roduct Control MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW 11111111/1// OtV LYNAI Qom: - L F •'• ��� �� * j No.58705 SITE T '•. i/ )NAL \E 11•\ A. LYNNi UI+LLER, P.E. FL P.E.# 58705 AND '�`�• TACHd ATENT ' - BY OTHERS • • SEE NOTE 1, SHEET i. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY 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 OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. TYP. ANCHOR m� TYP. ANCHOR PER SUBSTRATE, O a °+ � R� PERSUBSTRATE SEE TABLES 10-138 SEE TABLES 1BASS PRODUCT REVISED EDGE'ENO BUCKSTRIP as comp)ying with the Florida DISTANCE AND BMIIdin6 Code SEE TABLES T- - gTTACHMEM NBA -No. 17-0630.01 18-138 I " BY OTHERS. - EMBEDMENT' - SEE NOTE 1, Fxplration Date 05/26/2021 SHEET 1. BY Miami -0a roduct Control MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW 11111111/1// OtV LYNAI Qom: - L F •'• ��� �� * j No.58705 SITE T '•. i/ )NAL \E 11•\ A. LYNNi UI+LLER, P.E. FL P.E.# 58705 DETAIL E: MULLION TO MULLION zsMIN. DETAIL C: INTERSECTION NOTES: e 5 MULLION DIRECTLY ATTACHED TO -MULLION MASONRY STRUCTURE (U CLIP)1) MAY BE INSTALLED IN TEE OR 'CROSS- z .1 o CLIP SHOWN) INTERSECTIONS. z '^2 (STANDARD VARIES 0 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. Lc Irl OR EITHER THE gg I I PER SUBSTRATE, SEE TABLES IS-738 I 3) SEE U-CLIP DRAWINGS, SHEETS MULLION.OFFS 21-23 a s V Ea7d �f STANDARD1 TOP VIEW FOR CORRESPONDING h Z TMULL CLIP MAY BE I I MULLION LU • • • _ INSTALLED BY II I EDGE DISTANCE I FOR MASONRY VARIES y---{ • In THIS METHOD I ANCHORS I • Al2 STEEL SCREW'S, Olt PREaPIL• • • • I• _j • • - I \��SELF-DRILLING MULLION AND USE *0 •m • • a o • •-•m • ` MU WON • � F Z � 0 EXTERIOR d` d a • • s • • • \� •U O • Z ~ '• EDGE DISTANCE ° FORMASONRY- ANCHORS THEOFFSET CLPIS RECOMMENDED FOR a • • • FIN-FRAMED LINTERSECTION • • WINDOWS, BUT MAY U-CLIP r2 • • • • m • • Z (% o CU • • ui •5 _• • • ALBO BE USED FOR EXTERIOR J 666 • • cm • Q 8 ° !' TTP. ANCHOR d d ' OTHER FRAME7YPES. • • • a a • a Z • • • .3 •H- • F- Q Z Z. PER SUBSTRATE, Q SEE TABLES 10-13B TYP. ANCHOR PER SUBSTRATE, BUCANO IP SEE TABLES SEE SHEETS 21-23 FOR • • • • • HOLE LOCATIONS • 78-130 FRONT VIEW EDGE • • C7 F pp Rp d g 8 ` • J • • • Q ATTACHMENT BOTHERS, DISTANCE BEE TABLES • • ® F • to • = U z •3 FF ° • • • • b O EMBEDMENT HEETi. EDGE { ° - .. ••.•... •• . °. '" .. •° DISTANCE : • a mO (� N • • S� r•---T SEE TABLES SIDE VIEW O O� �� MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 18-13B DETAIL D: FRONT VIEW SIDE VIEW PRODUCT REVISED MULLION ATTACHED TO STEEL STUD as compiying with the Florida Building ode NOA-No. 17-0630.01 (STANDARD CLIP SHOWN) STRUCTURE Expiration Date 05/26/2021 INSTALLATION NOTES' By i) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TER. ANCHOR A PERSUBSTRATE, Miami-D a Product Control SEE TABLES IB-73B 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ` °� .� SEE SHEETS ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 27-23 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE HOLE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAYBE USED.LOCATIONS MULLION 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED DISTANCE SEETBABLES ,0" 'Y•LYAlAj � ELCO ULTRACON OR ELCO I/4"S.S. AGGREGATOR MASONRY ANCHORS. FORSTEEL srUDSTHINNERTHAN IB GA AND COMPLIANT WITH THE FL BUILDING `11 ,.• ...... v% 1 LICENSE '� FRONTVIEW CODE, AWOOD BACKER MUST USED. 2 F�,.' ATTACHMENT BY OTHERS. '•� USE WOOD ANCHOR SPECS EXTERIOR SIDE VIEW *: NO. 58705 _ - '• NOTES: STUDS, WOOD = -b. 1) FOR 2X WOOD-BACKED STEEL ANCHOR VALUES MAY BE USED. •.• TATE F / i CCS'•:c<ORIDP,.-' 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5.20, FOR QUANTITY OF SCREWS. FL P. 58705 DETAIL F: DETAIL G: DETAIL H: ® gn $ xC $ FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION CLIP) (ANGLE CLIP) 2 (F -CLIP) (ANGLE U o= 1 V SEE DETAILS A -D, 00' OR 45' •- LL SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. MULLION II O O o ggN co N z W z w •0� O 2 O O o 0 0 0 W .• • s ' ••••• O O •T • • • D • • • D SIDE VIEW • • CJ o m • SHOWN WITH 1"X 4'X.125'. I TOP VIEW i •••••• •• ED m h Z CID MULLION j TYP. ANCHh• • • • • • O 11 • ~ EXTERIOR i PER SUBSTRATE. �SE ETABLES •01117.1gBTYP 7 m : • • Z b i 1 • • • cS 2 STANDARD MULLION CLIP 1 EXTERIOR • • • • PER SUBSTRATE PER SUBSTRATE 1 • • J U) g a 1 MOOIFl ED TO FIT FIELD I SEE TABLES 10-140 CD I I J„] • f • • • • �/ • f Q ? •f ••••F. r r CONORIONS. I •i 2'X5'ANGLE LGZIP, • I • z 1 I I i 2 PER MUSLIN EI�4AUST BE Q Q Z N I WSALLEDINSIDE OF BAV O ••••f• MULL. • (n MULLION 1 i II • • 0 j I o • • • J _ 000040 F 1' Y a, I 2'X5'%.125' • • I CLP, • • • F (n • (n Z 7 ` I 1 ANGLE • 2 PER MULLION END, • I • V • • Q Z Cf � A I I I MUSTBEINSTALLED I� I INSIDE OF MULL • • fa� m0 (� • • • z I 1 b PRODUCT REVISED �TYP. ANCHOR aS complyio ng with the Florida Building e PER SUBSTRATE, SEE TABLES 18400 NOA-No. 17-0630.01 A INTO WOOD STEEL ALUM Expiration Data 5/26/2021 INTO WOOD, STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERJOR IOC > By / ALUM, CMV OR MASONRY MODIFIED INFIELD. w Miami-DPdff Product Conlroi EXTERIORE053 w K ® ® INTO ALUM,CMUORMASONRY -L OH ® ® EDGE DISTANCE U ? PER ANCHOR �- - —� — (N'001111" WA EDGE DISTANCE E NOTES FOR INSTALLATION OPTION G 8 H: �. `; ��pNY LYNN,/.� ,n PER ANCHOR G 1)USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUST BE INSERTED INSIDE OF MULLION. O z Q�. •' UCEN,pt'•., NOTES FOR INSTALLATION OPTIONS F:•' 2) DETAfL G: SEE TABLES 18-146 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HDL[ a � �• ND .58705 1) DETAIL 15 NOT APPLICABLE FOR THE BAY OR 1.26"X 2.11 X ,125MULLION. LOCATIONS. 2) SEE TABLES 18-130 FOR ANCHOR QUAN171TIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3 DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE N �*_6 w0ATE FLOCATIONS. FS OR101`1 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION, ........ a A. L�f4NIM9l.Lttt, P.E. Q FL P.E.# 58705 TABLE 1A Mullion Capacity Table belR Opening Width (forvorically-sperrirg mU1)om)a Opening Height(for hodmrte1yspartting mAlcris) Supshate: 27k Caltrate 50 In 60 N 70 M BOM 90 in 700 in 120 M RectalWbr 7apRdenO. Reotanpulr Tro*Tdang. ReolnnWlar T1ap/Tdang. Rectanpdar Tr4pRdarq. Rectangular Trtprtd•ag. R.etanpdar TnpRlang. t�etarlWlar 7mprtdang. Loafing L.dng Lo4dne Loading L.dng Loedrq Loafing 140 M ReaanWlar TrapRdeng. Lwdn9 Lowing 160 h Rettankv TLaadnn9. Loading Loafing 1 x2x.125 Alum.Tube Laedng Lwding z> Lwdw r_ fig' Loadng Lobdmg F ,�'.-. Loadn9 Loadng 2" a '_ n a r L'_. Fg fig'_ ,fig' �qs ,. yg x .t P a^ gt a^ ai n z• _ Mullion >ix 3 3� gr, � i o d� 3 u�3�i Tii 3� 7 SRu« Ua U rhe u ua "` 15- g t$ ably $ 65 5�Ie € a �L ��� 1" 2-1/2" 7" 3-116• p a� 1 P -1 . gam �� Eaga aalerme (mk t' &tit• 1-y4' 421n 111.9 408 129.5 332 93.2 408 115.65 325 79.9 406 107.8 721 69.9 408 104.4 379 sLt 40a 104.0 319 55.9 408 101.0 77B 4fi.fi 40B 101.0 319 81.0 2k 39.9 26.6 408 104.0 319 372 87.0 214 35-0 408 104.0 3t9 23A 312 61.0 244 48 in 74.8 312 83.8 258 624 312 73.4 252 515 312 87.0 248 48.8 312 832 246 41.6 312 61.3 244 37.6 39.9 281 52.1 223 35.5 287 60.1 220 31.9 372 B1.0 244 312 372 281 49.3 219 26.8 281 49.3 1.9/4• 390Ib6 281 49.3 219 20.0 261 49.3 219 50.625 M 54 in ®.9 281 70.8 52.6 247 57.5 234 53.2 207 43.9 281 81.5 228 45.6 247 49A 202 37.8 281 55.7 224 247 44.8 199 329 247 41.5 198 29.2 247 39.4 194 26.3 247 38.4 193 21.9 247 JD.1 T9,1 247 38.1 193 16.4 247 3B.1193 WN 364 230 41.2 170 32.0 200 35.4 168 27.4 Z00 31.8 163 24.0 200 28.9 160 21.3 200 27.1 159 192 200 218 157 18.0 200 25.0 NIA NU 380IDs J 83 M 73.1 181 35.3 155 27.6 181 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 18.4 181 22.6 144 16.6 181 21.7 N3 1 t10 IM 4 AneMn ®7' Mn. O.C. / (2) 3x5 Angle Clps 7 fig. 3k 780 Ibb � B61n 28.8 165 30.6 142 24.0 165 261 139 20.8 168 27.1 136 16.0 165 21.0 134 560 Ibs NIA 760 Ips -NIA 74B IM n M 222 139 23.3 1 120 1 18.5 1 1 B.B 118 15.9 139 17.5 118 ' WA WA WA WA 76M i8.9 72S t9,7 109 15.7±125±19 ,8 107 970Ibs WA t871M N!A 3321. 4731. 170 1b. 2211. le In 17.8 178 18.2 104 195tH x25 Ms 4451h6 822 Wa 135 ats 1401b6 TABLE 1 B Supshate: 27k Caltrate Anchor Ca of Tablelibel 3.5k Carty. HoMaw CMU FarA CAIN PT Woad Metet AnahQTypa 3/16' Et0 Ulbaam 1//^ EkD UOracan 5+18' Eko Ulbeoat 3/18• EIco LMnton 114' Eta Ut"M 114- SS Elco AggreGelor 6118' Elco 1M' SS Eko UBrdeen AppleGetor 910 Steel #12Steel 912 Sted S.- ([-5) Scam CGS) Strew (GS) Anchor Clip Patterns 1• Z-112" 411F 1" 2-1/2" 7" 2-1l2"11 3-116• 2^ 654• 0.321• Eaga aalerme (mk t' &tit• 1-y4' 1.3/4 z 1-1/4^ i -1/P 1-1/4' 1-1/4' i-1/4' 1-1/f T 1318• 1.316" i_vw WII66 Enabedmed (Mk Anchors TS' MM. O.C. / SteMalo pr OBael piD (Fq 11: I -W 380.6 1.9/4• 390Ib6 45D M BBO IM 1844 tH 270 tH 250 lbs 3541hs 740 tH 374 IDS 6641. 948 @a 341 me 4421. OK 56003S 11200% 2 ®4. d Anefwn®7.15"MIn. O.G 151aMad (or OBseO CIID �'q. 2): IBO IM 70D W6 WA WA NIA NU 380IDs N!A N/A WA N/A WA Ma 682 1. BBS W3 oa 8851Os 1 t10 IM 4 AneMn ®7' Mn. O.C. / (2) 3x5 Angle Clps 7 fig. 3k 780 Ibb 780 ma 880 r» 1580 IOa 1896 ID6 5403.. 560 Ibs NIA 760 Ips -NIA 74B IM 880 IM 1892 WA WA NIA 7151bs 2Anohon®0.45^Min.O.C.I tFCIJR rto.l2SAlam.(Fig. 4k WA WA WA WA WA WA WA WA 970Ibs WA t871M N!A 3321. 4731. 170 1b. 2211. 280tH 1ArwM/F{:IiD 1Fh. 5k 18506 195tH x25 Ms 4451h6 822 Wa 135 ats 1401b6 1771M NIA WA WA 341 IDS 442 0s 5001pe 2 Anahom @ 1.IY Min. O.CJ F{Jip (Flp. Bk 2401ba 350tH WA WA NIA n,� WA r:r".,innon 190 06 n to WA WA NOTh:I-UH Int ----111 c-„".,- .............•„,_,,...-._...-_.._._ 4NCHOR CAPACITY ADJUS ,,,.�,.. �....�•....... (ANCHOR CAP.,,n,,,,,," _ • (OP-) X `MULLION CAP.,,,,. � CHOR CAP.,,o • USE THIS FORMULATO OBTAIN TRE"ANtHC1t CAPACITY REQUIRED" CORRESPONMG TCOAN ACTUAL PRESSURE REQUIREMENT FOR' 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 FIGURE 1: FIGURE 2: TABLE NOTES: • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, FIGURE 3: F6-7 • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE 6: NO H:;� • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCRBN THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ❑�N r(nto W • • • W ) Z LU 000 -1 04 • J l4f/7 • • • z W " Cl) W • ¢ F- •10 2 :0 Is • •lwj LUi•�• CJ :... 3 a. g • ? Q • a Q 2 Z 1 (7 f7% N • •a • S• nl •X Y2 0 1 • ••= (<) X C 0 1 • • m0 O g fid' ml PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami -D Product Wntro �ONY'LYMN L/ vCENSF'- �C(� * :• No. 58705 - : t X2 1Y TE F �: (V�: �i Cis '•F�ORIDP,.•'G�'l � 10NAL 'E ` A. LYNN ML[111Ei, P.E. FL P.E.# 58705 TABLE 2A 1.000 - 000,SEE 279 Cormmte Anchor Capacity 3.5k CaK. Table Ibs 11olkw CMU Mugion Capacity Table sRt' PT Wood Meta Mchm type: Y78" Elco 181recan 7/4' Eko UVBOOn Opening Width (for erticai"pannirg mullions) or Opening Height (for hDnzontally,spanning mullions) 176' El. Utrarnn 1f4' Elco Ulbeom 50 in 6o in 70 in 80 in 90 in loo in TnpTdag. Rbclargular Trap?deng. Reclenguler Trap'fdang. Ractarw TNp/fdang- Reclang- TrWTdano. R.Wngdtn Trbp'rdarg. Loading 1201, 140 n 160 n Rectangular Trep'Tdmg. Rectangular TmprMsrg. Rectangular T.Villang Lozdlrg Loading IAean9 LmdlnB Lmdlrg Loading 1 X 2 X.376 610 Sted Mt2 Steel Screw (G5) S. -(G5) Loadag Loading Loading Loading Loading Loading Loading Loading Loedlg Loading Anchor Clip Patterns Alum. TuboF 2.111' ? E' r v.. xsMullion8 2-712 3}118' 1' 2-12' i' V $Eg8yp scSd06 u'�` 5��� g 3-118" 2" 0.46" 0.34' 0.324" Etge Dktanca Qn7 EmbedmMt (al as � IaV 1-31e 2' iC d`rie�.a i-174" 1-1/4' i -lie 42 in 2' 6.9 517 170.0 435 151.3 662 170.0 478 129.7 662 170.0 506 113.6 SM 169.5 518 100.9 am 1869 517 90.8[29,8 75.7 662 168.9 51T 64'9 662 768.8 617 56.7 982 f88B S1] 46 N1 121.0 507 136.0 479 701.4 507 1792 410 56.9 507 1011.7 403 70.0 507 1028 398 87.8 507 99.6 397 Bab.0 396 E0.7 507 99.0 3% 0.14 37,0 507 990 398 38.0 (SB 60,0 356 324 507 99.0 366 4Eb 80.0 358 60.625 in 103.7 458 114.8 379 86.4 458 %.9 311 741 458 90,6 364 64.8 458 84.8 350 57.6 455 81.3 367 51.80 358 432 456 80.0 366 946 341 lbs NZ ill 541, 85.1 400 83.3 336 71.2 400 80.9 328 61.0 400 727 322 53.4 400 87.3 315 47.5 4006.427.3 314 35.6 400 61.8 313 30.5 400 61.D313 26.7so WA In 623 324 66,9 278 51.9 324 STS 270 445 324 61.2 264 38.9 324 469 280 34.6 324 43.8 257 31.120 25 26.0324 40.5 253 222 230 192 324 40.5 253 19.3 294 33.4 23D 16.8 32d 40.5 253 294 334 230 63h 53.8 294 57.4 252 44.8 294 492 245 35.4 294 43.6 241 33.6 294 998 237 29,9 29937.1 234 269S2 232 224 Z94 93.5 780 Ite 7801bs 86 F 45.8 168 49.6 230 39.0 26B 424 225 33d 269 37.5 227 28.2 IDB 341 218 28.0 268 31.6 215 23.49.6 212 19.5 268 26.0 210 16.7 268 27.7 209 14.6 27.7 209 72fi 36.0 225 37.9 186 30.0 Td 32,2 167 267 225 26,4 788 225 225 2S8 185 20.0 225 23.5 782 18.021 780 75.0 225 20.3 177 729 225 79,6 176 11.3 225 19.6 178 202 15.8 158 78n 78 in 901, %fn 30.8 202 �l20 177 2S5 201 27.2 173 21.9 202 23.8 770 19.2 20'1 21.3 167 17.0 2@ 79.7 ifi5 15,364 iB3 28.3 192 29.6 188 236 192 25.1 165 H12 192 220 182 1].7 1@ 19.7 159 15.7 192 18.1 157 14.285 155 78.6 144 79.0 128 154 144 18.1 128 762 127 15.6 113 120 202 18.T 180 10.9 !P!]72 10.1 2021 TSB9.5 f02 144 150 8.9 182 14.2 150 TABLE 2B Subebate: 1.000 - 000,SEE 279 Cormmte Anchor Capacity 3.5k CaK. Table Ibs 11olkw CMU Filled CMU PT Wood Meta Mchm type: Y78" Elco 181recan 7/4' Eko UVBOOn 51/6' Elco LM=n 176' El. Utrarnn 1f4' Elco Ulbeom 7/4" SS Eloo AggreGetor 5118` Elco Ulaecon 114.99 Eko AgeeGakr 610 Sted Mt2 Steel Screw (G5) S. -(G5) Sl W 2tee so -I-) Anchor Clip Patterns • 1-(CENSE'• �C(�! 2.111' 1" 2-712 3}118' 1' 2-12' i' 2-1/2' Y 3-118" 2" 0.46" 0.34' 0.324" Etge Dktanca Qn7 EmbedmMt (al 7" 1 -TC Y3/4' IaV 1-31e 2' 1-114" 1-114" i-174" 1-1/4' i -lie 1.1/4" 2' iJ/e' 1-316' tells 2 Archers Q 4.75' Min. O.C. / S1erb1N or OBsel Clip (FIB. 1k 390 lb. 390 IDe d50 b 89010e 16141be 2701M 2BO IM 3511ba 740 b 771 IDe B041M 946 341 lbs NZ ill b 1120 b 12 4 Araham Q 1.15" MIR O.C, 1 Standard (orof") Clip (Fig= 2T 460 !be 700 Ibe WA WA WA WA 380 lbs WA NIA WA 7481bs WA 880 die NIA tee2 Ws 682 lb, e851Da fiB2 IDe 88516s 1120lbe 4 Anchom ® 3- k4e1. O.C. 11212x5 Argo W W 7 (Fg. 3j 780 Ite 7801bs fi80 ®s 7350 Es Im M. 540 ®s 5m IDs WA 760 b WA WA WA 7151bs 2 Archers ®7.15' B/kt O.C.I l}gip, h10 .725' Mnm. (Fig. 4j WA -79-5-m-. WA WA NIA WA WA N/A WA 177 lbs N/A 310 lbs WA 187 9n WA 332 b 49 tCe 170169 221 IDs 2801bs I Anehor / F47ip (110. SJ: 1951ba 225 Ds 445 b 822 Im t35Iln 1401ba WA WA NIA %1 ibs 442168 5801b6 2 Proeon g 1.15 Min. O.C./ F -Clip (Fig. BJ: 240 a9 350 IDs WA WA N/A WA 1901 W WA NIA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2 0 1111 o FIGURE 3: O O • ANGLE CLIP MUST BE USED IN PAIRS, FIGURE 4: FIGURE 5: FIGURE 6: TABLE NOTES • 0000•• 0000 0000 00.00• 0000•• 4NCHOR CAPACITY A0.1Us I MtN I &U-1- (DP-) X (ANCHOR `MULLION Aea� =ANS �Ofl C ...a 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 000 •0• • PRODUCT REVISED as complying with the Florida Building Code ,4 OA -M.. 17-0630.01 Expiration Date 05/26/2021 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000 - 000,SEE SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRJCTIONS SHOWN ON SHEETS 21-23. I1111 2'000" I 1 l 1off" pN•-..... N �� \'ter••• FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. L • 1-(CENSE'• �C(�! 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROAT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED " P=' - = * : No. 58705 *� YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" X 2"X. 375" MULLION /� - -D 1•(i( STEEL TO BE AT THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL1" _ •�tU tATE LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND INTO WOOD MAY BE STEEL, 18-6 S.S. OR 410 S.S. ��O .,, F'� : %I THE MATERIAL #10 & #12 ANCHORS i CCs''.;'<ORIOA.•'-U,\?� 70NAL10,0�' A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 3A - Muglon Capacity Table (Ibslfla) • e e e Opening Witlth Y0f 1,er iCally-sparmdrg mulions) or Opening HeIgM (for 1104=rfa5y-spaMng rnu5ions) ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: in 70 In BO In 90 in 100 in 1M In 110 In 160 in 5057 Bo RectenpulR Trep'T6eng. Ra gdar TrapMIs-g. Rectangular TrWTfl0v- Fffiwangdar TmPffr1ag. Rectaipllar TrapRdm9• Recm'sno TrgYrrlar7g. RectangWar Trg7mdmg. RattanguNr T. ng. Loading Loafing Lmdn9 Loadng Raetangdat 11ap7111mg. L.oadnq Lmdng 7%275% � � Lwdn9 Loafing LoadnO Laadn9 Lwdng Laeding Loadrg Loadr7p Laaang Laamrp .375Tube �a -. �S.. 5 .. T 8ft a g -T8. >:T 2 a ^.= g� >�m$ oa Mullion � 8 ¢ '"i3 fi$ o" 11-1-1 3 ei ti6e 43 ua u r `g�6 oou a 5$ f'o 1 -111€-- ,figS ea: �e _. 21 ¢rc �-., d dEg arc d s 3 sem. drc 170.0 820 1700 435 170.0 744 170.0 678 170.0 868 17n.0 5011 170.0 902 170.0 519 170.0 1116 1740 621 170.0 1240 170.0 621 148.7 1301 170.0 524 127.5 1301 170.0 521 111.5 1307 770,0 521 /2 n 170.0 705 174.0 524 170.0 950 170.0 584 151.6 1139 170.0 677 136.6 11]9 170.0 650 113.9 1139 170.0 fi80 975 170.D 992 170.0 SW 170.0 1133 170.0r493 1139 770.0 880 85.4 1139 770.0 EBO 48 in 170.0 583 170.0 898 170.0 631 167,5 4032 170.0 694 146.8 1032 170.0 130.5 1032 170.0 747 117.4 1032 170.0 756 97.9 1032 170.0 758 83.8 7032 170.0 756 73.4 7032 170.0 756 50.625 In 54 In 170.0 747 170.0 797 170.0 fii2 161.3 907 170.0 891 138.2 807 184.7 730 120.9 907 1525 107.5 907 745.0 714 98.6 947 141.1 710 80.0 907 140.0 709 fi8.1 907 140.0 708 60.6 907 760.0 709 win 1/1.1 735 151.5 117.8 735 130.3 811 .100.8 735 116.0 599 881 735 1083 78.4 735 99.5 583 70.5 735 95.1 578 58.8 735 91.8 574 SOA 735 91.8 571 44.1 715 919 574 63 in 121.0 686 1]0.0 570 101.6 6W 1115 657 87.0 8611 00.9 547 762 E66 90.1 87.7 6118 83.9 SJ1 80.9 666 78.8 528 50.8 666 75.6 521 43.5 668 75.6 621 30.1 688 756 41 807 82.7 474 p 681n 1W.0 607 1124 522 W.3 807 96.1 511 75.7 607 85.0 501 W2 W7 77.1 55.9 607 71.5 486 53.0 807 87.5 481 442 607 83.1 178 37.9 W7 62.7 17/ 33.1 670 N.J 399 J 72 in 81.6 510 85.8 443 W,D 570 73.0 130 58.3 10 64.3 1211 51.0 510 57.9 119 45.4 510 SJ.3 413 14.8 514 50.0 4W ]4.0 570 15.9 102 291 44.6 373 34.7 4511 41.8 386 289 458 37.7 362 21.8 510 14.4 399 ISB 36.0 359 25.5 21.7 435 95.7 358 761n 66A 456 72.5 400 57.8 /SB 61.7 392 49,6 458 34.1 385 43.4 45a 48.6 178 18.6 /50 44.7 360 317 435 40,9 355 32.7 415 1&1 351 26.8 435 31./ 1U 22.9 435 326 341 2&1 435 322 340 70 In in 642 435 67.0 381 53.5 435 56.8 373 41.8 327 43.1 290 34.8 327 36.4 285 45.9 435 49.6 366 40.1 28.9 327 315 280 2&1 4]5 727 28.1 275 23.2 327 25.7 271 20.8 327 23.7 268 17A 327 21.0 262 14.9 327 183 258 g0 so In 34.4 287 35A 257 28.7 M7 299 252 24.6 287 2&0 248 21.5 287 23.1 244 19.1 287 20.8 240 17.2 287 19.] 237 14.4 267 76.9 232 -Toa 242 227 24.7 205 202 227 20.8 201 17.3 227 18.4 198 15.1 227 18.0 795 111 in 22] 275 72.7 794 L. 21! 19.1 791 75.9 215 18.6 108 120 in 17.6 tU 17.9 1bT nS Anchor Clip Patterns FOR THE OFFSET CLIP. USE THE SAME y18• Eko yt6' Eleo Ubaean 114' Eko UBracon IIP SB Eko SI16' Elco 1/4.96 Elco 470 Steel 412 Slee) 5It6' EW Utrecan iMP Eko U71- UNeo On ABgreGator Ulracon AggreO•kr suet/ (GSI Saner l� PATTERN AND ANCHOR VALUES AS -THE STANDARD CLIP. C ---)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: 16 • o FIGURE 3: • e e e ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE 11. loll sees•• • *sees* •••• •••• sees•• •• •0 sees•• • • f • • s• • (OP_) X ( ANCHOR CAP.,,o,,) =ANCHOR CAP.,,,. MULU CAP.,,b,,-, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -TS AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST ,125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. "0) i r` •••ii Z • w O 4FK � Z M • • Z Z W • ••� � n'fi�Y sees• ti QQ 5 T. -F i i :•••4N• W LO CN X K • • U x Lr! Q Z O O ••••rY arc mO PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-0630.01 Expiration Date 05/26/2021 ey Miami -0a roduet Control 71117,1,7,,7 . apNY LYN/V •,,. No. 58705 •� �o E TE F� /,''ONAL SN``\N� A. MH MIt4-ER, P.E. FL P.E.# 58705 TABLL 4A U) Z O Mullion CapacRY Table sR92 AnchorW ac Table bs • •� •••f x ANGLE CLIP MUST BE USED IN PAIRS. Opening Width (for %eNrah spamhn mtficrls) or Opening Height (for hDrimnla*SParvlirg muliorls) FIGURE 5: FIGURE 6: K 111 m SaMtrate: So in 60m 70 in 801. 9D In 100 in 120 in 14C In 760 in Hollow CMU Recmr1p11er TrepTda•. FoctenpWr TIWTdana. Rectalgda T� pfTnana. Rectenoer Tnp?den9 Rpdalpda TrWTd- Redanaular T�rTriang. Redan9ula TrWTnena. R --biter Trap/ r.V. Loadng Re 00` Trg177nm0. Loadna loedrl9 1 x 2.75 x LnadrN Loodna L.oedn9 Loader LoednB Loadrq Loading Loading Lpedn9 Lo.dna Loodna Loci Lpedtg Loading U dna .650 Alum. Tube 2g' a m e r r a n '-$a 1M'SSEIo1116-Eko = 114'SSElco 170 Steel *123"1 112 Stol 118on $it R a e u Ti;. 114" Eko ot Q 3/16' Eka Ulsaeon e 6 Ulhacon Ap12eGaim UIVecOn AapreWlor 6orew (05) Scnw (GS) Setew (G5j a€rc moa LLI n N X j2.7k 1 3-116" 42 h 170.0 0 435 -170.0 744 170.0 478 170.0 886 t71 SM 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 158.7 1620 170.0 521 138.8 1620 170.0 521 0.324"2- IB in 770.0 0 524 170.0 850 170.0 584 1)0.6 BB2 1TO.D 870 170.0 1133 170.0 861 170.0 7275 170.0 877 170.0 1417 170.0 880 147.7 1417 170.0 860 121.5 1417 170A 680 706.3 7417 170.0 880 1-1/4• 50.8251n 170.0 0 563 110.0 am 170.0 631 170.3 1048 170.0 684 170.0 1195 170.0 723 1828 1288 170.0 747 146.7 1168 170.0 756 121.9 1286 170A 755 104.5 1286 170A 758 91.4 1286 170.0 750 •4.75" Mtn. O.C. /Sandad ar OIhN Qip (Fb. tY. Sl in 170.0 0 612 170.0 956 170.0 997 170.0 1116 170.0 754 150.7 1170 170.0 803 133.8 1130 170.0 837 1271.6 1130 1700 858 100.5 1130 170.0 881 88.1 1130 170.0 a81 75.3 1130 170.0 881 60 In 170.00 701 1485 9t5 182.3 761 j757i4O.O 1255 915 144.5 746 109.9 915 1323 735 87.8 915 123.0 728 97.9 915 118.5 720 732 915 114,4 775 82.8 975 114.4 715 %.9 975 114,4 775 WA 63 In 151.8.9 710 126.5 930 138.9 SW 1085 830 123.2 881 94.9 830 1122 670 34.4 830 104A 862 75.9 830 99.4 656 63.3 830 94.5 819 51.2 830 941 848 47.4 830 84.1 849 W2 IN 865 66 In 1321.0 650 110.0 757 119.8 Safi 94.3 757 105.9 624 825 757 118.1 614 73.4 757 69.1 We 68.0 751 942 600 55.0 757 79.0 593 472 757 782 SO 41.3 757 782 591 580 Ns WA 760 Bn 938 91.0 540 72.7 638 90.1 5311 83.0 638 722 521 59.5 SW 66.5 514 50.9 638 823 508 42.4 638 A2 500 38.3 636 55.3 497 31.8 836 55 497 31 72 in 101.7.8 552 64.8 72.1 571 78.8 483 61. 571 67.4 479 54.1 571 80.6 {71 460 571 55.5 484 43.2 571 51.8 {� 38.0 871 47.0 Rt 70.9 571 44.8 447 27.0 $71 14.3 448 WA 761n 88.5 571 90.4 198 542 70.0 465 37.1 542 62.1 458 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 475 437 33.7 542 42.8 429 26.6 542 iD.6 425 25.0 512 M.1 423 "S lbs 78 in 80.0 52.1 542 63.4 474 68.7 407 53.7 311 43.4 407 45.4 355 372 407 39A %B 32.5 407 35.3 343 28.9 407 321 338 28.0 407 29.6 334 21.7 407 26.1 327 18.8 407 24.1 322 16.3 407 23.0 319 170 11 221 165 9) In 2 Anehan 49 1.15' Min O.C2 F.Clip (Fig. BJ 2{O lha 1 23.8 358 288 30d 23.81211 300 21.5 358 24.0 296 VA 358 21.0 290 15.3 758 182 284 WA 1901ha 96 h 42.8 358 "A 320 35.8 358 37.2 314 30.7 359 32.4 309 WA 347 lb. 4421bs S601ba 708 h 30.1283 30.8 255 25.1 263 25.9 251 21.5 283 12.5 247 78.8 293 f9.9 244 111a,0 240 1S,1 283 18.5 237 111 in 27.8267 29.3 242 23.1 Z67 23.8 238 18.6 287 20.6 235 17.3 297 18.315.48.5 228 1201n 226 229 27 209 186 229 18.3 205 1s.7 228 78.2 2@ I AtlLt 4tl U) Z O R00 AnchorW ac Table bs • •� •••f x ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: K 111 m SaMtrate: onaria • < 3 5k Cana (0!• 9 ya0 Hollow CMU •• L � Few CMU PT Wood MeiM • • Z1 Z W i m • • 1M'SSEIo1116-Eko = 114'SSElco 170 Steel *123"1 112 Stol 1-- Anchor Type: 114" Eko U.raean Q 3/16' Eka Ulsaeon 174' Eko Ulhacon Ap12eGaim UIVecOn AapreWlor 6orew (05) Scnw (GS) Setew (G5j Anchor C 6p PattemeEda. LLI n N X j2.7k 1 2-1/Y 3-116" 1^ 612' i• 2-12^ 2" 3-118•2• 0.49• 0.59• 0.324"2- Dlstenc. (h7. 4-1/T 1-1/4• t-114• 1.1M" 1-1/4" 1-1/4' 2'-3/e•1J11r vanes •4.75" Mtn. O.C. /Sandad ar OIhN Qip (Fb. tY. 4501bs 8901Ss 1344 M 270 Ib. 2801Ds 7%IDs7401Ds J74 W. 684IM 9481ba %1 Iia 492 Poa 580 6s9 Anchor®1.15'MIn. O.C./Shcdasd (orOYN)Cllp (Fq. 27 N/A WA WA WA 380106 WA WA WA WA WA W2 IN 865 11201bs 4 Mctwm 3" Mln. O.0 I p) 2s5 Angle Ctps I (Fla. 3f0 an 880 ihs IS601Ds 1898 hs 590 Ibs 580 Ns WA 760 Bn JIB IDs 8801bs 18921hs fi821he 885 hs 1120 Na 2 AZ--0DAYMin. O. C.1 U-Wp. h1o.125'Ahm.fFig-4p WA NIA WA WA WA N/A WA WA WA WA WA NIA WA 715M 1 Arohor l F -alp (Fla. 5): 1 195 Th. 1.1. 225 lb. "S lbs 322 E. 135 Ala 1401tq 1771b. 370 lbs ill Ib 332 We 473 in 170 11 221 165 2801bs 2 Anehan 49 1.15' Min O.C2 F.Clip (Fig. BJ 2{O lha 350IEs N!A N/A WA WA 1901ha WA N/A WA WA WA 347 lb. 4421bs S601ba NOTE: FUR T Ht UFFSt I cur, we i nm anms: All -1 -•-___.._..-_---_.___..- N�'jcl,'iULtU VALUCO HRC-Iry tne-r-1c-ar 11,-1 FIGURE 1: FIGURE 2: a 0 . , 0 FIGURE 3: U) Z O R00 r • •� •••f x ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: No 1111 0 *1 TABLE NOTES • 0000 0000 0000•• f • 0000•• • • • Rnl6riuR{,(af'NVIIr NY.IVJ rmrc• rarrarnvw. (OP,.) X ANCHOR CAP.,„ USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMV) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1' X 2.75'X.650" MULLION .D el w U) Z O R00 r • •� •••f x Q "'3 mf ii • K 111 m • < r (0!• 9 ya0 •• L � (n 00 4! • • Z1 Z W i m • • Q = • °z 1-- 2 • r Q IUD Z a •° X • a• • n • • •® LLI n N X • �[ 1 • • U ¢ O OOf� PRODUCT REVISED as complying with the Florida Eullding Code Hoa No. 17-0630.01 Expiration Date 05126/2021 111111111/1 * ; N0.58705 10NAL 1ENG �•` A. LYN1N MILLER, P.E. FL P.E.# 58705 TABLE SA U) p wiz MWliOn Capacity Table b51R=) w • • • •• JUJI Opening Width (for ledirak"parrtang more) or Opening Height(forhodzonbRY-SParrdng mliRus) Soin mm TO in 801n gain too in 120 in I 140 in train Rectnpula Trap'Tnag- R9otangukv Tnp77danp. Redaiuuly TmPfrnalg, Fe tan9dv Tnap'rAr Red n;pdar Twpn'danp. Rectan9idar Tn.P7Tnan0• P -t nguiv TW/Trialg. L-ag Loadn9 R^_cla�drr Tmrlh g. Loafing Lwdrg 1" Y 3.125" fing Loa Loaft L9x5rg Loadlg Loading. Loadng LoednD Loafing Lading L94drg Lmdrg Loadh9 Loading Loadnp z LU .600" Alum • • • • • • E turViSt�} ? Lo�• �e. 2u • • •••a a � u'.��- aTubsPlug uD Tiii F - •Q •i '.s T11"I'li uL€ s, o� ^' ui2 g vFo <ku'= Sp _a �9 • • • w fi In •••• nil ® t • • • 170.0 620 170.0 435 170.0 1 7" 170.0 476 170.0 868 170.0 506 170.0 992 170.0 519 1 1780 1 1116 170.0 521 170.0 1240 170.0 521 170.0 1486 170.0 521 170.D 1735 170.0 1 521 154.4 1802 170A 521 421, 48 in 170.0 708 170.0 524 17D.D 690 170.0 584 170a 992 170.0 630 170.0 1133 170.D 887 170.0 1275 170.0 877 170.0 1417 170-0 680 157.7 1577 170.0 6m 135.1 1577 170.0 680 118.2 1577 170.0 Bell 50.6251n 170.0 747 170.0 663 170.0 696 170.0 831 770.0 1046 170.0 8114 110.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1/94 170.0 758 141.7 7495 170.0 7% 121.5 1495 170.0 7% 108,3 1495 170.0 7% 797 170.0 612 170.0 656 170.0 091 170.0 7110 170.0 754 170.0 1275 170.0 803 166.7 1401 170.0 837 148.5 1401 170.0 856 124.8 1401 170.0 661 106.6 1401 170.0 BBi 97.4 1401 770.0 861 54 in 601n 170.0 170.0 065 170.0 701 70 1083 170,0 797 158.5 1158 170.0 878 138.7 1155 167.0 020 127.3 11% 156.5 617 111.0 1156 140.7 010 92.5 1158 144.5 003 79.3 1156 144.5 603 69.4 1156 141.5 503 63h 170.0 630 170.0 745 159.8 1019 170.0 630 171.0 1049 155.5 880 719.8 1049 1N.7 846 106.5 1049 1320 636 95.8 1049 125.3 828 79.9 1059 719,3 620 669 1048 118.9 818 59.9 1049 118.8 BID L 188.8 655 170.0 788 139.0 -955 151.7 801 t1B.1 655 173.7 788 1042 055 721.4 775 02.8 9% 7129 785 83.4 955 106.4 757 eB.5 955 88.8 740 68.6 955 06.7 748 527 DSS 88.7 748 p C112 rain 803 134.9 697 107.0 603 114.9 882 07.8 003 101.1 670 m.l 803 912 859 71,4 803 83.9 WD 642 807 78.6 642 53.5 Nn 722 632 459 m3 69.5 628 40.1 am 69.7 j 721, 126.5 rn 65.1 606 88.3 rn 76.5 595 80.7 721 70.1 588 64.8 721 85,4 579 47'7 721 58.4 589 38.0 721 58.8 %4 34.1 721 58.1 583 76 in 100.2 721 114.7 629 81.0 721 07.0 816 7A0 722 801 78.1 570 83.1 864 704 587 %.1 684 84.4 558 m.5 QM 50.8 551 421 681 54.1 641 38,1 6Bl 51.3 536 31.6 664 SGA 534 781n 101.0 BM 10.5.4 Be. 81.2 684 89.4 587 514 57.3 448 47.0 514 50,0 440 41.7 514 44.8 433 30.5 574 10.5 427 32.8 51{ 37.3 421 27.4 514 33.0 412 23.5 514 3D.{ 406 20.8 374 29.0 403 W a 85.8 514 W.9 456 54.8 452 452 47,0 396 38.7 452 40.9 390 33.9 452 36' 361 30.1 452 32.8 776 27.1 452 30.3 373 226 152 26.8 452 24.2 356 18.8 452 12.8 3557011 116 In 51.2 152 95.7 404 317271 357 25.1 312 23.8 757 25.2 308 21.1 357 22.7 303 19.0 357 20.8 299 159 357 15.0 3 57 15.0 283 h 38.1 357 36.9 322 71.7 357 327 336 30.1 301 25.0 338 28.1 206 21.9 338 23.1 282 19.5 338 20.8 2B8 17.5 338 19.0 284 M-�j19A 14,6 336 10.5 3 8 73.8 269 338 35,8 705 28.2 289 20.5 256 17.3 269 181 252 15,4 289 163 249 13.9 289 14.0 248 11.8 289 12.8 Z89 11.1 236 67 266 10.4 232 277 289 283231 269 23,7 259 19.8 I AbLt 5tE oco --I rCnR lypc 3�16'Elco Uttrdc Sn 04"Oco URlacon ffitC Elc9 Vttr3m 177 dcoVArncon Anchar Clip Patteme _ .._ -- --ulna�n .. -..„ , 7 -- CLIP FIGURE 1: FIGURE 2: FIGURE 3: ® 0 O ANGLE CLIP MUST BE USED IN PAIRS. FIGURE * FIGURE 5: FIGURE 6: 5n6' El- 1114" SS Ehc UM. Ag9tiMUG ... U) p wiz w • • • •• JUJI • • 2 tea° • O3 m • • • • z LU • • • • • • E ? • • •••a a • • • •• Z F - •Q •i • • • a Sp X �9 • • • w U7 In •••• nil ® t • • • ••�•4rr Z}� a�� RNumurc t,nr"-1r-1 mini FORMULA. (DP ) g4 (ANCHOR CM.,,,,,,,,,r\ _ ANCHOR CAP.- MUWON USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED- CORRESPON DING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1--1.0001"4 TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125" 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED f YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.126- t^X3.125"X.5"MULLION THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT (1" VF MULLION) LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED ascomp)yIng with the Florida Building Code NOA-No. 17.0630.01 Expiration Date 05/26/2021 BY �� No. 58705 •� O n-TTE S/ONAL E�G�� A. LYNIMMIhS6°F�, P.E, FL P.E.# 58705 Table Width so. 1 60 In 1 70 in 801n I 90 In ' 100 F y 120 6 " 140 In 160 in ) 1 X 4..125 Lire laadslp Laedn9 Loednp Lwdnp Loadn9 Laedm9 Lmdap Lmdnp LDedr• Lmdnp Leading lmdnp Wadn9 Laadhp Lo.dnp LEe•ng Loedtp Num_Tube .' Fa ... £ 8� �' 8 8 &" Mu lon i� �• ci .F "z_ i5 ` t5 m _ .F•... .-. £.. r v Fd. - a $� 9 g� u o G ci u T ti o c'S 3 ^ d tSY S <3 ci u S r iS ci 1i 1S _L7 ao rc s J s <a _ a� a.1 si i .I� g�' a S aE LS e� i = 6e sl 3 2� � s� ;E s is 1 s ac arc �� a az 5 a5 a o 1s5 �=s �a z o dp ¢� sa G28 s dF s� am. a� drc 3 2 IHDLC 00 FIGURE 6: FIGURE 7: � Z Anehar Capacity Table Iba ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. • E • N SUD6lndtn: 2.Tk Conan 3.5k Cana. I U Q Nal—CMU a Flned CMU I PT Wood M.W i/16' Eko 174' SS Eko Ele 5118' Qca E10 114' S9 Eko 410 Sleal 412 6ted 412 Steal Anchor Chip Patterns 7116^Elan Utracan 114^Eko UOacm Uliracm NIT El.. llitracm I—-UY atm AppuGEk U0" ApOSS Sinew (G5) Scaw (G5) 9ereW (CS) Edge Galante TmY 1' 2-12' 1^ 2-112^ 3-178^ 1- 2 -VY 1' 2-172' T 3.1/6^ Y 0.48^ 1 0.54' 0.324' EmDadmenl M) 1-914' 1.34' 1-3/4" 1-314'7 1-114' 1-114• I-Ilr 1-114' 1-1/4' Wle 7 1-3/8' 1318' lades 2 Mchda 4.75 Mh O.C. 19tendard ar OQset GIP (Flp. 1&2i: 390 64 390 IM 4501. 890 6s 1644lbe 270 Bta 280 IM 354 9a 740 64 374 Iba 8641bs 9461ba 341 Iba 4421bs 5601b4 4Anchon@2.25Min.O.C.IStandotd (or ORsel)CII 3k 700 be 7001M 580 lb. 14101bs 9521b4 WA 5e06a WA 6306. WA 8801bs WA 682 Ib. 68511. 1120@5 1' 8 Anehtn 1.iS Min. O.C. S. laf 064en CNp(Fb. 4T 9E09w 14001Ds WA WA WA WA 7W IDs WA WA WA WA WA 13631b4 1770164 224068 4 AM11- 49 3' Min. O.C. / C?) 2%5 Allpb Clips / ffb. 5): 7101bs 7111. 68o I- 15601Ds 1896 6s 640 69 560 64 WA 76D" 7481bs 8W Ib. 1892 6s 682 Ib. 885166 ] 1201bs 6 Anehan ® 3• MIn. O.C. I R12k5 A1WIe Clips / ffip. 8): 1170Iha 1570 IDs 7020 6s 23406E 2844106 810 68 840 64 NIA t 140108 1122109 1320 6E 2838 6. 7022 Ibs 1927 163 7680 64 4 Anab— ® 0.45 Min. 0 I U -alp, W-125^ Alum. (Fla. 7): WA WA N/A N/A WA WA WA NIA WA NlA WA WA WA NIA 743010E 2 AnaMR ®2E'Mono O.C./F{2ip ffb. 6Y. 3501Da 35068 2906. 7056- 470 IDs WA 280108 WA 375 Ns NIA 440IDs WA 341 Ibs 9421Ds 660IDs 4 Anohom ® 1.15'Min. O.C./ F -Glp (FIp. 9): 48010E 700 6s WA NIA WA WA 380 65 WA I WA WA WA IWA 882 6s 886Im 11201bs NUI t:'Utt I n c Vrr .-11, va s 1 me orvn c ni..., ,...,. 1(.,--` —..-I--..-.....-___.—...__....._. _.___... FIGURE 1: FIGURE 2: FIGURE 3: FIGURE4: FIGURE 8. FIGURE 9: R• • • FIGURE 5: FIGURE 6: FIGURE 7: � Z ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. TABLE NOTES R ANCHOR =ANCHOR CAP (DR-) X ( ) .,,,n MULLION CAP.,,,,,,,., USE THIS FORMULA TO OBTAIN THEANCHOR 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 WILLYIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. . 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1M S.S. OR 410 S.S. ••• ••• • ~O � Z F • E • N w X • •• ••:•• U Q O I a �— zo.mN 8 PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 --� 1.000' r-- * No. 58705 :. it 411 .125' :0'•., SATE !C/` i �s •'. �C ORID?•. GN _ T � 1' X 4•• X .125•} `S10NAL MULLION A. LS 1VIILL!K P.E. FL P.E.# 58705 0 NOI)=:t-OK 1KC U",StIl:Llr, U J t 1rut--HIV I.a-- 11CrVV HI V. WV 1- Ve. -Ha 1-61 FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE9: FIGURE 5: FIGURES: FIGURE 7: Mullion Capacity Table (Ibs/R2) Anchor Capacity Table Ibs ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. Opening va mullions) or Opening Height (tor honzonlally-spanning of :� i i '20 So In 60 in 701, 9D In 1001, 2.7k C..M. 140 in 1601, • • P-lenpdal 7reyTdang. Re ,,lar Traprrin.a Rectangular TnNTdmni. Rxlcfang Ruler TuWTriarq. Raclan9ular Trep/Tnarq. Rrrtan r fap/T Reotarquler Trap7Tr1-9 Reotan%dar T,p/Trion9, 1 X 4 x.375 Lmdrg lo.dng Lowing Loading Ldading lording laedng Loldinp LoadnO Lowing Loading LwdlLq Leafing laadng Ldedng Loading Leading Loedrp Alum. Tube M14nb� 5/18• Elco Ntxorn s9 3 F r•_ r _ F r r a #12SIeel screw (GS) 5g� a sed_ �a 3 �� 2-1/1" 1` € 8 p € qI3 g¢Scrggf _, 1' 2-12' 1" 2-112' 2' C6 s Q 1 3 d¢ fie d f d� sarc �� d 0.4s" 0.54' 0.324' 421. 170.0 620 170.0 43335 170.0 744 170.0 478 170.0 889 170.0 508 170.0 992 170.0 519 170,0 1116 17D.0 521 170.0 1240 170.0 521 170. 1-3W 521 17 735 170.0 521 170.0 1983 170.0 521 481n 170.0 700 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170,0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 6 1414' 1-114' 680 170.0 1983 170.0 680 151.8 2024 170.0 680 50,625 in 170.0 747 170.0 563 170.0 696 170.0 631 17D.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170,0 1703 170.0 756 158.0 1919 170.0 756 136.5 1919 170.0 756 MIn 170.0 797 170.0 812 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170.0 837 170.0 1594 110.0 856 150.9 1799 170.0 861 137.1 1799 170.0 961 120.0 1799 170.0 6041 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 078 t70.O 1417 170.0 944 170.0 1504 170,0 996 155.5 1619 170.0 1033 129.6 1819 WILD 1063 111.0 1619 170.0 1083 972 1619 170.0 1093 631, 170.0 930 170.0 745 170.0 1110 170.0 850 170,0 1302 170.0 940 170.0 1488 170.0 1015 156.7 1542 170.0 1076 141.0 1642 170.0 1122 117.5 1542 168.5 1150 100.7 1542 167.9 1157 WA 1942 187,8 1157 6 fie in 170.0 974 170.0 749 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 176.0 lose 142.8 1472 168.6 1148 129.5 1472 158.8 1130 1117.1 1472 147.8 1100 91.8 1472 146.0 1104 80.3 1472 146,0 1104 721n 170.1) 1091 170.0 .876 17o.o 1276 170.0 7009, 150.6 1320 166.2 1101 1320 1320 1{9.9 1092 117.3 1320 137.8 10% 1059 1320 126.6 1049 U.0 1320 117.0 1024 75,4 1320 112.6 1013 65.0 1323 IIZ5 1012 e 76 In 170.0 1122 170.D 937 149.6 1184 159.4 1013 126.2 1184 139.9 994 1122 1184 125.7 976 99.7 1184 115.3 961 89.0 1184 107.5 932 74.8 1134 97.6 935 64.1 1161 93.1 927 59.1 1184 923 D25 3 78 In 166.1 1124 170.0 967 138.4 1124 147.0 965 118.6 1124 128.4 947 103.0 1124 115.6 931 923 1124 105.8 918 63.0 1124 98.5 908 69.2 1124 89.0 890 59,3 1124 61,3 801 51.9 1124 832 878 M in 106.1 1744 111,5 750 90.1 834 94.3 738 77.2 VA 821 724 67.6 844 73.3 712 60.1 844 66.5 702 54.0 534 51.4 693 45.9 844 54.2 678 38.6 844 50,0 668 33.8 8N 47.7 662 Min 89.1 742 915 663 -- 74.2 742 77.2 662 636 742 87.2 641 $5.7 742 59.8 631 49.5 742 54.1 622 44.5 742 49.8 814 37.1 742 43.6 800 31.9 742 39.8 590 27.8 742 37.5 564 105 In 625 556 63,9 530 52.1 508 63.8 621 44.7 686 46.6 513 39.1 556 41.4 505 U 8 588 37.3 I 493 31.3 508 342 492 26.1 534 29.6 481 22.3 586 256 472 19.5 686 24.7 466 6 Anchor ®3` Min. O.C, / (212x5 Angk Glp. I (Rg.6p 57,6 556 586 503 48.0 555 405 495 412 355 429 487 38.0 555 38.0 480 32.0 5S5 342 473 28.8 555 31.3 467 24.0 555 27.1 457 20.8 555 24.3 448 14.0 SSS 22.4 442 b 45.6 475 16.4 433 78.0 475 39.0 426 326 {75 337 420 28.5 475 29.8 414 25.3 475 26.8 409 228 475 24.3 404 19.0 475 27.1 395 18.3 175 18.7 387 14.3 {75 17.2 387 13Z7 Ibs 26.4 330 28.7 305 22.0 330 224 301 10.8 330 19.3 297 16.5 330 17.0 293 WA WA WA WA NOI)=:t-OK 1KC U",StIl:Llr, U J t 1rut--HIV I.a-- 11CrVV HI V. WV 1- Ve. -Ha 1-61 FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE9: FIGURE 5: FIGURES: FIGURE 7: Anchor Capacity Table Ibs ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. i of :� i i '20 Subsinte; .• (7 2.7k C..M. 3.54 Carla. I • • • Hallow CMU "000 FEW CMU PT Wood Metal Clip Patterns Arldlor Type: 3H6' Elco Ultracrn 1/4' Eko Ubaocn 5/18• Elco Ntxorn 11d' L7co Ultxon 1/4' Eko UK -Anchor 1/4'65 Eko L78" Elco A90reGekr Unrecon 1/4" SS Eko A..., #10 Steel #12 Steal screw (GS) screw (GS) #12SIeel screw (GS) Edo. WsWno. P): 1" 2-1/1" 1` 2-1rC 31/8' 1' 2-12' 1" 2-112' 2' 11/6' 2' 0.4s" 0.54' 0.324' Q E.W,r m Onk 1.3f4" 1-314' }3/4' 1-3W 7 1-U4' 1-114' 1-1/4' 1-1/4' 1414' 1-114' 2" 1-3/9' 1-316" lane. 2 Anclwn ® 4.75' Min. O.C. / Slandad or Dalat Gip (Fig. 1&2); 334 Ibs 390158 460 Ibs 8001. 1844 lb. 270 ft 280 WS 354 bs 7401. 374 Ibs 664 IW 940 Ibe 341 Ibs 4421. 56016. 4 Anchone P 225' MNL O.C. I Standard (or Onset) Glp (Fb. 37. 700 bs 70016e 580 lb. 1410166 952165 N/A 500lb, WA 630 t. WA 680166 WA 68216. 8851te 1120 1)8 SAnuloo a 1.15 Min O.G. 16larkad (or Onset) Clip CFV. 4j Bfi0 ka 14001b. WA WA NIA N/A 7W lb. WA WA WA WA WA 1363 Ibs 1770156 2140 1s 4 Anolaa. ® 3' Min. O.C. / 1212.5 Angle Caps I (Flp. 5p1 780 be 780168 NO In 1560 lb, 1800 lb. 540 bs 560134 WA 7601. 74816. 88010. 169210. 68216! 885 lb. 1120 bs 6 Anchor ®3` Min. O.C, / (212x5 Angk Glp. I (Rg.6p 11701be 117016. 1020 Ibs 2340 Ibs 2844166 410 bs 940168 WA 1N015. 1122 bs 1720lb. 2836 be 102219 13Z7 Ibs 16M nu 4 Ax.dra®0.45 Mtn. O.C.1 UClip, Int-125"ANn-lFq. 7C WA WA WA WA WA WA N/A WA WA WA WA WA WA N/A 143016. 2 Anolnra ®225" Mln. O.G/ Ft41p (Fip. Bk 3501. 350134 2900# 7051W 476168 WA 28015! N/A 315 Bs WA 4401. WA 341 nm 342 is NO lb. 4 Anohors @ 1.15' Mbl. O,CJ F{21p (Fug. 9k 48016 700166 WA WA N/A WA 380 ba N/A WA WA NIA WA 682 na 885176 112016 NOI)=:t-OK 1KC U",StIl:Llr, U J t 1rut--HIV I.a-- 11CrVV HI V. WV 1- Ve. -Ha 1-61 FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE9: FIGURE 5: FIGURES: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. 0000•• • 0000•• 0900 • • •0•• •0.00• • • •• 9 • • • 0 •• • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X ( ANCHOR CAP.,,- =ANCHOR CAP.- \ MULLION CAP.,,,,,,,' -/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 13 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF ,125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 410 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. • yw1 i of :� i i '20 0 .• (7 w O • • • m "000 j • a F i • yw1 of :� '20 0 .• (7 w O • • • m "000 j • a F i :•9 g �S 0000• _z 0 000 4E Q J 41 2 Z 71 •d 0 F Q :E LO Z 0 lin M R ••••6 • N W X • ® U x•¢ • • • •• 0••4+}{ate Zm� O 0 1�8 F3 N -� O�K PRODUCT REVISED as conn In with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 NY LYNN `. ,dao•-... Mi No.58705 �z•/� •�O,C'.'• SATE F i CCS '•.<ORIDP.. •' \�� `S'O EAG A. &M N 41LET2, P.E. FL P.E.# 58705 I TART C AR 916' Elco v4^ SS Eka 5'16' ec D 174'ss Eka AnchorClip Patterns axhv TTM3HE Elco Uttrsm yr Ec.unreDan 00aco, 3't6•E7<o U9rdm yr Ekoulbaro, A9 Utrdcm A�RGad -- 1M W, NOTF- FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 000 111111 I I I I r7j7 0 w 0 • ••0 Mullion Capacity Table Ibsfie K • • • • • 42 • 0 X • 0000•• Opening Width (foritertimllyspanring muMons) or Opening Height (for hodzoraakspenning mullions) •• •00• • ••6 50 in 601. mi. 80 in • • g0 in 100 F 1201, 1401n 1601n 0 Roma TrWTdsg. Re`tmgder' T I,/Tdang. Reelenguler T®pTdmg. R--gdar T.PTri.o. Rectmlgdr Tlap�inmg. Reelenp9u Traprttlang. Reetangdx TraplTnanO. Re0ten9Ur Tap7Tdeng. ReetBngular hapTtxg. 12E" % Loadn9 Luad,g Lead,O Leading Loading Londn9 LosdM9 Lmdn9 Loscing I. -Ing Loading Leading Loadrg L-Sn9 I. g Leading Loadng Lead6g 3.188" x Alum 8 e_ £' £ r r r 16 x r .S >u' £ � z P z P au' _ k' F £ £ t g r a a^ a 3 .268" Tutee Mull a 8 a 8E 8 @� K 3 3 '� S R U� S� S S 8 1� S '8 '3 �_ sE- $ d �8 a as a a� 3 S S �' �� a �4 6_ a� 3' a9 a$ "Mg 3$a� e�3 rc � 42 in 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 52t 170.0 1488 170.0 521 170.0 1735 170.0 521 151.6 1769 170.0 521 481. 170.0 706 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1215 170.0 6T7 170.0 1417 IT0.0 680 151.8 1548 170.0 880 1327 1546 170.0 680 118.1 1518 170.0 680 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1315 170.0 747 167.0 1468 170.0 758 139.2 1468 170.0 756 119.3 1468 17D.0 756 104.4 1468 170.0 756 64 in 170.11 797 17D.0 612 170A 958 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 1631 1376 170.0 837 146.8 1376 170.0 856 1223 1376 1700 a61 104.8 1376 170.0 861 91.7 1378 170.0 Mi 601n 170.0 885 170.0 701 170.0 1083 170.0 797 158.9 1158 170.0 678 139.0 1158 167.4 930 123.6 1158 156.8 919 1112 1158 150.0 912 92.7 1158 141.8 905 70.4 1158 144.8 905 68.5 1158 14{.8 BOS 631n 170.0 930 17C.0 745 160.1 1051 170.0 850 1372 1051 155.9 862 120.1 1051 1420 848 106.7 1051 132.3 837 911 1051 125.7 630 80.1 imi 119.5 822 68.6 1051 119.1 821 60.0 1051 119.1 8211 Win 167.1 967 170.0 789 139.3 957 151.6 805 119.4 957 134.0 790 104.4 DST 121A 777 92.6 957 t12.8 767 83.6 SW 108.6 759 69.6 957 100.0 750 50.7 867 98.9 748 52.2 957 919 748 72 in 126.7 841 1332 696 107.3 804 1152 684 91.9 1104 101.3 671 80.4 804 91A 660 71.5 804 64.1 550 64.4 804 716 613 53.8 804 723 633 46.0 004 69.9 629 40.2 804 89.8 628 J 76 in 109.4 722 114.4 MC 912 722 972 618 782 722 06.3 806 68.4 722 76.7 696 40 B 772 70.J 568 04.7 712 85.5 580 45.6 722 69.5 570 39.1 712 66.7 566 342 722 662 664 5 7813 1012 b05 106.8 SOD 84.4 685 89.6 368 723 080 78.5 577 63.3 685 70.5 568 562 585 84.5 660 60.6 695 60.1 553 422 085 64.3 543 36.2 685 51.4 537 31.8 685 50.7 536 90 In 53.9 515 68.0 457 54.9 515 57.5 419 47.1 515 50.1 441 41.2 515 41.7 434 38.6 515 40.6 425 33.0 616 37.4 422 27.3 515 33.1 413 23.5 515 30.5 407 20.6 515 291 404 96 In 54.3 453 55.5 404 45.3 453 47.1 387 38.5 453 41.0 391 33.9 453 36.4 396 302 453 33.0 379 272 453 30.4 374 22.6 453 28.6 366 19.4 453 24.3 350 17.0 453 229 356 108 In 38.1 356 39.0 323 31.9 356 32.8 318 27.2 353 28.4 313 23.9 358 23.2 306 212 358 227 304 19.1 3% 20.8 300 15.9 356 18.0 293 1111n 35.1 338 35.8 306 29.3 338 30.1 301 25.1 341 1 26.1 297 220 330 232 293 19.5 338 20.9 289 17.8 338 19.1 285 120 N 2T.e 290 26.3 264 232 290 23.8 260 10.9 2DD 2D.6 256 17A 290 132 253 15.4 290 16.4 249 144 N 16.1 201 15.3 186 I TART C AR 916' Elco v4^ SS Eka 5'16' ec D 174'ss Eka AnchorClip Patterns axhv TTM3HE Elco Uttrsm yr Ec.unreDan 00aco, 3't6•E7<o U9rdm yr Ekoulbaro, A9 Utrdcm A�RGad -- 1M W, NOTF- FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RANCHOR CAP .,o,,.�C1, (DP_) X ( ) =ANCHOR CAP.,,, MULLION CAP.,,,,,,,a USE THIS FORMULA TO OBTAIN TiE'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 m sz.. • • PRODUCT REVISED as complying with the Florida Building Gode NOA-No. 17-0630.01 Expiration Date 05/26!2021 By Miami -Dad roduct Control FIGURE 1: FIGURE 2: 0 • 0 • ® ® FIGURE 3: ANGLE CLIP MUST 0 • ® BE USED IN PAIRS, FIGURE 4: FIGURE 5: FIGURE 6: 0 O 0 O 000 111111 I I I I r7j7 0 w 0 • ••0 IS• • K • • • • • 42 • 0 X • 0000•• IS •0•• •• •00• • ••6 •0.00• 7W_[ • 48- • • 0000419 •• •• • ❑ Z 000.00 0 • • • a • • • •ti • • •••0•d • N • • • 43 • • _U' •• ••M RANCHOR CAP .,o,,.�C1, (DP_) X ( ) =ANCHOR CAP.,,, MULLION CAP.,,,,,,,a USE THIS FORMULA TO OBTAIN TiE'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 m sz.. • • PRODUCT REVISED as complying with the Florida Building Gode NOA-No. 17-0630.01 Expiration Date 05/26!2021 By Miami -Dad roduct Control FIGURE 1: FIGURE 2: 0 • 0 • ® ® FIGURE 3: ANGLE CLIP MUST 0 • ® BE USED IN PAIRS, FIGURE 4: FIGURE 5: FIGURE 6: 0 O 0 O TABLE NOTES: F-1250-1 r 1) SEE SHEET FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3.188' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 265' 4) SUBSTRATES: CONCRETE SHALL CONFORM SH ACI 301 SPECIFICATIONS. HOLLOW AND GROUT•FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SF ]ALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-T5 AND BEA MINIMUM OF .12T THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND•'•.c�ORIDP,, 174' VF MULLION) ANCHORS INTO METAL SHALL EXTEND ATEEL TO LEAST3 SCREW THREADS BE AT UEAST.125- ICK AND A36. ALL EYOND THE MATERIAL 1.25'X0.18 (1-1/4' #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 111111 I I I I r7j7 . •.. • i �1�•. •' C10EN,pF'•�(� Q';' •;ITS •�. ;' No. 58705 -73 •;��-7 , O S A T •' 'n '• •'G�C��. fNAL EN.�`'\ �'�,// if A. LYNN MILLER, P.E. M FL P.E.# 58706 TABLE 9A Slbelate: FIGURE 3: • 2.7k C.-Ite n ry'3.Sk GOnepV, MuObn Capacity Table (glfl7ftzl •--1 K.1 -CMU Flled CMU PT Wood MOW Opening Width (fo-rilcaly-spanldrV MAO* or Opening Height (for horizontallyepar ring Indflom) 50n 601n 70 In BoN 901. 1001n 120N 14076 910 Slml 012 Steel too 14 Reldan0+.r TrepRdeng. Fxtarpu.r TryyTdmp. Reatanmdar T®p/Tdmp. Reetanitular TMprTdsng. Radan"r TmpfTda59. Rentanamer TMplTdang P! aUrONar Tnt"ang. Reetmguler T pl.11 lo4dN0 Losding Lwdlry LwdN9 Loeding Loading Re.mr'.er Laedrlp TL.ftg2. Lwd.9 1.2513.27 Leedilp L. -*C LaednB Lwd.9 Lnedrtg Lsadnt Load.a Loading Loading LwdN9 3erew (G5) Sc (G8) Serew(G5) Anchor C8p PatternsOn):1'21/7 %.100 Alunn.Tuhe Muflon & a � �3 F flB$ �3a6! � � � � a a hII 2N2• 1" 2-119-118' 2" a 9p RSA@ Flii q�p ak f cpj$ d d 14'1-314'1-314'Y �3 tp � p¢ �3 � g& d i dn°' 2 i 5� s d a¢ a'Cd dd a dffi 42 In 170.0 820 170.0 28 435 170.0 744 170.0 47B 170.0 800 170.0 606 170.0 982 1700 519 170.0 1116 170.0 521 159.9 1178 170A 621 127.7 1116 170.0 621 109.5 7118 170.0 521 958 1118 170.0 621 450 Ibs 708 170.0 621 170.0 850 110.0 681 167.6 978 170.0 830 146.7 871 1700 061 130.4 978 170.0 871 117.1 878 170.0 880 87.8 978 170.0 BBO 83.6 878 170.0 eB0 13.3 978 1700 680 48. 1700 50.826 N 110,0 717 170.0 583 170,0 896 770.0 871 150.7 927 170.0 684 131.9 827 186.5 708 111.2 927 159.1 BBB 105.5 927 758.3 696 87.9 927 1583 BaS 73.4 827 156.3 095 65.9 527 1583 805 &N 812 764.5 869 170.0F441 170.0 881 172.5 888 163.8 887 718 117.8 808 116.9 889 741.8 688 101,0 869 134.0 860 917 889 129.0 88.6 748 101.8 598 19.6 746 107.0 SB2 71.8 716 88.6 651 77.3 869 120.8 687 69.7 106 At.J 052 68.2 069 128,8 695 51.2 T4B 93.3 652 583 57.9 869 N.6 716 1288 662 033 683 8016 § 03 N 743.2 123.7 834 It9.d 716 519 103.1 877 112J 820 102.9 7112 566 88.4 677 1004 555 77.1 677 91.4 649 59.7 6R 05.2 339 61.9 677 81.0 77.6 /9d 53.8 877 88.7 636 61.8 677 71.0 488 44.8 671 81.1 028 44.2 871 78.7 4e3 311.4 Bil 53.7 629 482 38.7 677 ]35 617 76.7 62(1 83.7 182 88N 107.81 030 BB.7 877 160 881 518 g7.e 519 78.9 74.2 440 58.2 617 60.7 808 510 05.2 472 87.7 877 51.8 516 78.3 600 58.8 677 58.0 425 40.1 518 64.2 419 41.4 618 007 414 34.5 SIB 48.8 400 20.6 518 45.0 405 25.9 518 45.0 405 C 72N ffi.9 Atlebwl F171p fflg. SX 195bs 1951ba 2251ba 18.4 389 M.2 485 45.3 378 35.2 183 122 371 28.4 185 90.3 767 26.2 465 38.6 981 220 d85 38.2 783 fi 76. 7B. 70.0 833 108 587 186 787 54.3 141 62.0 398 50.9 57.7 379 48.8 4175 51.9 380 441 30e 372 44.1 483 40.8 441 46.4 360 303 441 17.8 350 528 441 38.7 356 271 411 3AB 118 13.3 4H 33.1 318 20.d 141 327 346 BO. 42.4 332 43.8 295 364 372 37.0 288 30.9 932 323 284 26.5 332 26.8 280 23.8 332 26.1 276 21.2 332 24.1 272 17.7 392 21.3 288 76.2 332 79.6 2112 73.7 332 181 260 BBN 75.0 201 35.8 200 28.1 291 j0.3 258 25.0 281 28.1 252 21.8 281 23.3 RIB 19.4 281 21.3 244 17.6 291 19.5 241 14-0 291 17.1 296 12.5 291 16.8 232 108 h 24.8 230 25.1 208 20.6 230 21.1 205 17 3 230 183 201 15.4 230 161 798 111. 22.8 218 23.7 197 ifl9 218 IBA 194 182 218 188 1Dt 74.1 218 id.8 i9e 120 In 17.9 1 187 1 18.2 170 1 14.9 181 15.3 187 I TART F PR FIGURE is • • Slbelate: FIGURE 3: • 2.7k C.-Ite n ry'3.Sk GOnepV, 2 ,a.,.. •--1 K.1 -CMU Flled CMU PT Wood MOW 170' Etoo 1/4' S6 E160 910 Slml 012 Steel 1172Steel AmborType: 3/16' Eloo Ul"'n114" Ebo Ultraeon Ulre o�3/16" FJoo Ln -on V4" Elco Utnoon U6reconAgoRGatr 3erew (G5) Sc (G8) Serew(G5) Anchor C8p PatternsOn):1'21/7 1" 2-117 3-118" 1' 2N2• 1" 2-119-118' 2" 048" 054" 0.324' EmbeOmenl (Inx 1.914` 14'1-314'1-314'Y }V4" 7-1/d' i -1l4 71-1/4' 22 ArsDors @ 4.75' MN. O.G. / slaltdard w OBsel UID (Fig. 13 390 bs 300 16! 450 Ibs 890 ba 1694 16s 270 IDs 290 Poa!710 j1jUA 661 Ibs 9481bs 341 toe 4421bs SBO Ibs1 Anch0ls @ t.15" MIn O.C. l Standard (or O68aq Glp (Fq. 2z den bs 700 Ibs WA NiA N/A WA 380 IDa WA NIAWA WA 8621ha 8051bs 11204 Atntol3 @ W M/ (2) 2!5 AMM Clips / (F•. 7T - to 7B0Ibs 6001be 1560 lba 1686Ibs 540 Po! 5M1DsNIA 700 n.am Ito 1892lbs1120 bs .O.C. Min. O_C. I U471p,.10-101 Agan. (Fie. 1k NIA WA WA NIA WA WA WA WA NIANIA 332 Pos WA 47310! NIA N!A 1701bs 227 IDs 9501bc1 2801 bs Atlebwl F171p fflg. SX 195bs 1951ba 2251ba M5 be 822 Ds 135 roe 740 be 17710! 3TO Iht WA 347 the 442109 SBO lbs 7.15 Min. O.C/ FCllp (FI9• SS 240 roc 2 Arohors 0_1 35(1ft. WA N/A NIA WA 780 Pos WA NIA NIA WA FIGURE is • • FIGURE 2: • • • • FIGURE 3: • ANGLE CLIP MUST • • BE USED IN PAIRS. FIGURE 4: FIGURES* FIGURE 6: E-061 TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE, 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063-T5 AND BEA MINIMUM OF ACC THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT (FAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL. 18"8 S.S. OR 410 S.S. • WW1 • • • ry/�7 -,NI rlVN L:-ItlT NUJ UJrm r - (DP-) (DP ,) X ( MULLION ANCHOR CAPCAP.,,,,..,,e,,::) a ANCHOR CAP.,m USE THIS FORMULA TO OBTAIN THE -ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1.250" 3.250" 100" 1,25" X 3.25" X.100' MULLION FOR FIELD -MULLED UNITS 1 --1.250"-1 3.250" .100' 1.25" X 3.25' X .100" MULLION FOR FACTORY -MULLED UNITS PRODUCT REVISED as complying with the Florida Bullding Code NOA-No. 17-0630.01 Expiration Date Q5126/2021 14111 IIlI NYYN/y '•, �r0...-..... Mi �10ENSF'•.�� No.56705 %pQ�•., 3 F� .•�- •'.toR... 7SYONAL 1E N1% A. LYNN �IiLLEL}i, P.E. FL P.E-# 58705 Mcnac rype:p 3/11; �[o Lara41 I vd'Eko Ullracon I7!'IC EI[o� y1F Elco ULrdf pl I il4"Eto llnntton AnchorClIp Pettems 9 o�e00A #1251 8c"(G5) > •••a Z 0 `w Mullion Capacity Tabfe 0b.ffe) LU W • Opening Width (forverfically-Verving mullions) CrOpening Helg�t (16rhorizorts"pernft mullions) ••• J j •• • • ••• • • W O •••••• f• m •tp • i0 • J =) to Qu1i LU • •• •Z Z �• m Ir •••••• • • J o U •••• • •.( M J • • 0 rc� mm WIMM .• •• • i H '' ('R a d D a mmmmmmmmmm'���mi 04 m�cum mmmimmmm®im® • s ¢..� Z 0 ' Wmmmmmmcmmmm mED mmm mmmmmmmmmmmm s�mm�®�em����®®gym fiiYt�mmm mm�m mmmlm ®m®m�mm®®mmm®®�mm ��-�-��� mmmmm mmmm Mcnac rype:p 3/11; �[o Lara41 I vd'Eko Ullracon I7!'IC EI[o� y1F Elco ULrdf pl I il4"Eto llnntton AnchorClIp Pettems 9 o�e00A #1251 8c"(G5) > •••a Z 0 `w rc LU W • ••• J j •• • • ••• • • W O •••••• f• m •tp • i0 • J =) to Qu1i LU • •• •Z Z �• m Ir •••••• • • J o U •••• • •.( M J • • 0 rc� .• •• • i H '' ('R a d D a 04 • s ¢..� Z 0 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,) X ( ANCHOR CAP.,,„,,,,,,,\ =ANCHOR CAP."„ MULLION CAP.,,„,,,,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. 1T WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCT REVISED as compsyIng with the Florida Building Code NOA-No. 17-0630.01 Expiration Date_"/26/2021 TABLE NOTES: FIGURE 1: FIGURE 2: t29 1.250" ® , 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. 2) UNFAIR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE `�IGEN ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3.3.250' Q�, \' SF '• ��\� CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. No. 58705 e BE USED - IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE4 .624' ' A v f`0 / : • (V�� 6063-T5 AND BE A MINIMUM OF ,100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND / 0-t\'• STA O (f/ • .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND A36. ALL :CCs':°�ORIDP,.•' ��� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1-25'X 3.25X.624" 1.25' X 3.25'X.624' / \ #10 & 912 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 5.5. MULLION FOR MULLION FOR FIELD -MULLED UNITS FACTORY -MULLED UNITS I I t I \\\ A. LYNN MILLER, P.E. FL P.E.# 58705 r1W SS .1 916' Eko 1114' SS a-1 WIG Sfe`l l *12 S11111 #12 StW Anchor Type: 916'Elco Mlam il4"Eko Uttmtm 91S Elco Ulrsm vd'EI[o Uliracon IAgp�G ypf UN2cm A_ alo Sc"(GS S-015) S'—(P Anchor Clip Pattema ---,- r sIv r OAS O5s 032r FIGURE 1: O FIGURE 2: O A FIGURE 3: ANGLE EIU USED O 0 IN PAIRS. FIGURE4. FIGURES: N** FIGURE 6: 0 • • ) • • Iry • 0 Ch • •0000• • < 00000000 •• O • • • • m m m m •0000• 0 • •0••4� 0• •• • Z •••0•• • a • • • at: Imm m®Imm ® mm®mmmmmmmmmimmm • • a mmmmmm�BOOM m�mmm mm.�m wmRSmmm INEEm mmm®�mm mmmw���®m mmmmmm mm wimmm�=m�� m mmmmmm®mm®mmmmmmmmmmmmmm ®�mmmm® �mmm Eammmmu Immmmmmmm®mmmm ®�®mm�mmm -mmm mmmm mmmmmmmm mm®m mmmm mmmm m��mm®mm�m-m mmmmmmm �mmmMMMME3 mmo�®gym®m�� m mmmimmmmm �mm�m�������®®��o®mm®gym®m�mm mmmmm®mmm���®��m�mmmmmmmmmm �mm®mm r1W SS .1 916' Eko 1114' SS a-1 WIG Sfe`l l *12 S11111 #12 StW Anchor Type: 916'Elco Mlam il4"Eko Uttmtm 91S Elco Ulrsm vd'EI[o Uliracon IAgp�G ypf UN2cm A_ alo Sc"(GS S-015) S'—(P Anchor Clip Pattema ---,- r sIv r OAS O5s 032r FIGURE 1: O FIGURE 2: O A FIGURE 3: ANGLE EIU USED O 0 IN PAIRS. FIGURE4. FIGURES: N** FIGURE 6: 0 TABLE NOTES: R ANCHOR CAP.,,,, (OF;—) X -ANCHOR CAP.,„. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES[ CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -TS AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND ,045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST. 125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR410 S.S. 1-25"X 3,94"X .624' MULLION • 0. • 0 • PRODUCT REVISED as comp)7nng with the Florida Building Codo NOA-No. 17-0630.01 Expiration Data 05126/2021 mml LYNNti/i * : No.58705 p0� •.• ATE i s ALONM"I ,P.E. FL P.E.# 58705 • yN�, • • ) • • Iry • 0 Ch • •0000• • < 00000000 •• O • • • • M •0000• 0 • •0••4� 0• •• • Z •••0•• • a • • • at: • • a 00a•> R ANCHOR CAP.,,,, (OF;—) X -ANCHOR CAP.,„. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES[ CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -TS AND BEA MINIMUM OF .100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND ,045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST. 125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR410 S.S. 1-25"X 3,94"X .624' MULLION • 0. • 0 • PRODUCT REVISED as comp)7nng with the Florida Building Codo NOA-No. 17-0630.01 Expiration Data 05126/2021 mml LYNNti/i * : No.58705 p0� •.• ATE i s ALONM"I ,P.E. FL P.E.# 58705 TABLE12A Opening YNdth((or lerbcsiy-spannrg mttl r )or upemng nelgnl:(mr rAalnsnen7-apala1rM I) e0 in 70 In I so In 1 90 in 100 in _ _ 1201n 1401n 180 N 2 X4 X.25 I.oad'ap Loadnp Lmdfng Loadng Laedng Loadng loedrg Imre lmdtp Lowing Laadm9 Loafi19 Lbadrg Loadng Lead,, Alum. Tube g Mu81on A r_ .F F r r r ,g 3• p G LB "g 8� 8 8 8 $ F 8 a $ 3 r �' F a .. ? -g ,. r gr r r r ,& B a8 SA 8� §8 8a 8 i 8$ S� �` 8 a s a �� s sa It fi n$ s`2F 9 6� � 5�' So $� 1 RX$ 3i a 5a 5 n m "K 's Yi �p11 28 is C aB d`�' i� a` `wig ' d� fc rc ge d i G .(K Q 3 I AUL( 1215 AnchorCapacity Fanta ba SuWMW 27k Core rte 3SB Conc. Hdl. CMU FIIko CMU Pr Wow Mao 5'16' Elco V4^ SS Ek0 S'16 Eko 114' SS Elco :110 Sletl 412 Steel #12 Steel Anchor COp patterns Ancner Type: 5'16'Elco lN=. 1I4'a[OUt.2Con UDecm 3"16'Eleo Ut— VC Eno /p9�aor UBrdcon AggfeGattY St— (0) 135) Sc P5) Edge Clstarce pn): 1" 2-V7 2-V2 1" 2-V7 2' 9116" 7 0.48' 0.50 0.32x FJnbednrA[gny 1316' 1.fix 13l4' 13xe Y 1 -Vel" 1 -IIx 1-1/4" 1-V4" 1-114" t-114' 2' 1-3'8• 13'8' nates 2Antron • 4.75" Min O.C. / SlereaD or Offiet Cllp lflg 162): 3BD IDS 39017 450 64 1 0 6! 16th W 770 Ins 28] DS I 35'1 bs 740 Its 574 IM fi64 [E g4617 341 los 442 gE 960 6s 4 Amh= ® 269' Mr, O.0 / Stand9N 0100") CUP (Fig 3): 740 bs 74017 63p ID9 1485 bt 1424 It. NIA 5® Its N/A ®SIM NIA BPD no WA 682 Ito 885 t o 1128 Its 6 AIC11aa C 1.71' M41 QC. / 8taI4Mnn for Orbe) CIIP (f14 4f 885 I7 0501 758 65 1946 pE N!A N/A 70.5 8E NIA 79817 NIA WA NIA 1D221t5 132717 1680115 d Ancllols 9' Min. O.C. / 215 ArsJle CME 11110 5k 780105 OB 680 IbS 1560115 1806 64 ODS 560 ®! NIA 760105 7d81M BBD gE 1892 b! 182 bs 885105 1120 ICs 6Antnn ®3' MBI. O.C. f (2) 215 Argle Ceps / lHtg 6T 1170 M 11701(6 1020104 234017 2644 b3 Bt 8401135 N/A 11-0017 1 /221139 1320 Bx 28M be 102 Ins 13917t'51 3 AnCrors�1.54'Min. O. C./UCIIR IOto.125'Akart (Flp 7j NIA WA NIA WA WA NIA WA N/A WA NIA WA WA N/A WA6AM"90.64'Min. O.eju-ciIp.ln1o.125'ANtnlFq.BI NIA WA WA WA NIA N/A WA N/A WA NlA WA N/A NIA WAncn ®268' Mlrt O C.l Ftgp (Ftg B) 370 6! 970 E! 315 Ds 7s N/A 341I[o 442173 Arlon a 1.71'Min. oC/F171p(mg-1o): 4436! 5256! 37o bs7NA 38917 NIA WA WA 511135 6641(5 NOTE: Fula IHC J—mI ,ur, we.—anmc---.,—.-�.-... -__.._...__.._._._-__-- CIRCLED VALUES ARE USED IN THE - FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: • • • • • • • • • • FIGURE 5: FIGURE 6: • • • • • • • • • • FIGURE 7: FIGUURRjIYIE(I 8: FIGURE 9; FIGURE 10: ANGLE CLIP a- -s •(FIGURES MUST BE USED • • IN PAIRS. ANUHURI:AYAl:11TAUJU31MCN1rUK VU (DR.) X ( ANCHOONR CAP.,,,c\ _ ANCHOR CAP.— MU W USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -TS AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date OS/26/2021 By Mlarol-0�016 Product Control 2000" .1111 •` aoNY�YNN2�i''• .. •' y10ENyE'••��� i Q: P ; .250" 4.000" N0.58705 %�O STE O' 2'X4'X.25' MULLION '.,S�ONAL A. Ll/I(Ibl MWIIII R, P.E. FL P.E.# 58705 TA13LE 13A MulFian Ca ae Tabk Opening Width (for %ertfca"parIni g mullions) or Opening Height (for horia7 "kPspernl ng mdr'CIv) SDin Goin 701n So in 9C In 100 In 1201. 1401n 1801. ngA. T.PlTdarg. P-lawToplThary. Reetargular Trap7dary. Laadng Loading L ang Laadry ReONnpllar TmprTl.ng. Rectangular T.P/Tn•ng. Reulan0. Trep71'dary. ReciangJar 1leprrden8- Rectangdar Trap)TdmO. Reeianodar Tm�aag.[17 2 X 6X.26 Loading Leodi g Loedng Loading Loadng Lnedry Laed'a Laadne Loading Laing Lmdng leedog'I g L.oadng Alum. Tube F F F F F F F F F ,� ?,�• F F^ 2^ F i• v^ _ 2Ft m L .� d$vv vv u aia>v r "$ a° 5 € 5 =� �F'3 ��3 t _ a5a 3 fi3 '�'5y pi42 SQ in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 5D6 170.0 992 170.1) 519 1700 1116 170.0 521 170U 1240 170.0 SN 14W 170.0 521 170.0 1735 170.0 521 17'Do 1983 170.0 521 48In 1700 706 170.0 524 170.0 850 170.0 SIR 170.0 092 170.0 630 170.0 1133 170.0 051 170.01275 170.0 877 17110 1417 170.0 880 1700 170.0 680 170.0 1987 170.0 680170.0 2287 170.0 680 50.625 In 1700 T47 170.0 563 170.0 688 170.0 831 1760 1046 170.0 884 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 756 1793 170.0 756 770.0 -2082 170.0 756 170.0 2191 170.0 756 541. 170.0 797 170.0 612 170.0 1158 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 503 170.0 WU 1700 837170.0 1594 17(10 858 1913 170.0 881 170.0 2231 170.0 861 1700 2550 17x0 881 80 in 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 875 170.0 1417 170.0 044 170.0 1SO4 170.0 BBB 1711.0 1771 170.0 1033 2125 170.0 1083170.0 2479 170.0 1053 171).0 2833 1700 1083 631n 170.0 930 170.D 745 170.0 1116 170.0 850 17D.0 1302 170.0 840 170.0 1481 170.0 1015 170.0 1673 170.0 1070 170.0 1859170.0 1122 2231 170.0 Ilea 110.0 2603 170.0 1171 170.0 2075 170.D 1171 C Fldbx MU 170.0 974 170.0 789 170.0 1169 170.0 1503 1700 1784 170.0 IOV2 170.01558 17..0 1088 110.0 1751 170.0 1155 170.0 1848 170.0 1210 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 12M C 72 in 170.0- 1067 170.0 518 170.0 1275 170.0 1009 1700 1488 170.0 1125 170.0 1700 170.0 1718 1700 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 110.0 1488 170.0 2975 170.0 1579 170.0 3400 170.0 1530 J 76 N 170.0 1122 170.0 917 170.0 1745 170.0 1080 170.0 1570 170.0 12M 170.0 1784 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 2892 170.0 1829 170.0 3140 1760 1884 170.0 3588 170.0 1705 e 781. 170.0 1151 170.0 987 170.0 1361 170.0 1116 170.0 1511 1700 1250 170A 1812 170.0 136'8 17D.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2787 170.0 1700 170.0 3713 170.0 1777 570.0 1883 170.0 1788 1326 1700 1141 170.0 1591 170.0 1328 170.0 1859 170.0 1488 170.0 2125 1/0.0 1657 t70.O 2391 170.0 1793 170.0 265a 170.0 1916 170.0 3188 170.0 2125 156.0 3413 170.0 2273 1385 3413 170.0 2361 90M 170.0 2287 170.0 1781 170A 2550 170.0 1952 170.0 2813 170.0 2095 1600 3189 170.0 2338 137.1 3199 165.6 24M 120.0 3190 156.1 2128 5115 Elco Be h 1760 1417 170.0 1232 170.0 1700 170.1) 1434 170.0 1883 170.0 1812 170.0 108 in 170.0 159{ 1700 1408 170.0 1913 170.0 1547 170.0 2231 170.0 1670 170.0 2550 170.0 2075 2271 148.3 27(11 181.9 7333123.8 2781 140.4 2281 105.9 2781 125.9 254 92.7 2781 116.0 2190 1638 770.0 1454 170.0 INS 170.0 1700 170.0 2293 170.0 1932 170.0 2021 170.0 2149 82.3 2245 130.0 2632 148.4 2218 113.8 2632 128.4 2185 97.6 2632 115.1 2128 BSA 2832 108.31201. 1J64.0278i70.0 n 170.0 170.0 17711700 ISM 170.0 2125 170.0 1859 154.4 2252 159.81991 135.1 1252 141.4 1954 272 1978 109.1 7252 1161 1915 80199.81872 77.2 225288187.6 7152 81.41MN 5176' EIC0 125.1 156{ 1ID.8 1445 104.3 1584 105.1 1564 91.5 1407 78.2 1564 80.7 1380 723 1377 62.6 1564 65.7 135a 521 1564 58.0 1330 41.7 1564 48.2 1305 39.1 1561 14.4 1283 TABLE 138 Nu- Anchor Capacity Table(lbs) 9umme: 2.7k C -.re 15k Conn. C Fldbx MU ROMCMU PT Wood Metal 5115 Elco 1/4' SS Eco 5176' EIC0 114' SS Ekn 910 Slee! #125@'1 #12 Steel AI .Mr T IPe: 3110 Elco Ullnew 1/4' Elco UNxw Ultracm NIS. Elco UlOacw 114" Mx U tni- AggieGaar Uln-n AgVe0•bx scr w (GS) Screw IGS) straw (cs) Anchor Clip Patterns 2-7/2" 1• 2-12° 1118• 1' 2 -In' 1' 2-1/P 2' 3-178' 2' 0.48' 0.54" 0.924" Edge dstanae (M4 Embvhwt(Inr 1' 1-3/4` 1.314° 1-3/4' 1-3/4' 2' i-114- 1-114' 1-114" 1-114' 1-1/4• 1-lle 2' 1.3/8" IJle" wdea 2 Anchas�4.TS 14in.11.G/Stendart'w0'.ko[ CILLRg.182): 3901bs 390 lb. 450 ks 8201bs 16448# 270 Its 280 lbs 3641b. 740 Iba 37415 6841ba 94615. 341 The 442163 SBO Oa / h enaa ®4.65' Mln O.G.! Standard (w OheO Clip (Fig. 3): 780 ge 78015. 950 Ibe 1780 The 3232 Bra 540 n. 560 lb. 7081be 149011. 748 lbs 1272151 1892 Ns 882 @e 8851M 1120151 a Anchors BB 1.71"MIm O.C./Stand-I (n 06sat) CI4 R4p 4} 11W- 14M fin 1010153 2595151 WA WA BIG Ibs WA 703503 WA WA N/A 1383156 1770t. 2240 fb9 4 Arolvs R) 780 6s 780 Ws 680 Ibs 1560161 1898 Ibs 540 Ibs 360118 WA 760151 748115 BBO lhs 7892 Ib. 802 Ibe BBS Ibs 1120 Ibe 9 AxhcK f9 3° Nin. O -C. / R) 2x5 Ary. Clip. / (R2. 6t 155011c 75a01. 1380 Iba 3120 Ita 8782 Im 1080Ih9 t1 Bla WA 1520 Ile 1496 Ons 1780 e. 3784 Ibs 13M Ibe IT70 N. 2240 Iba 12 AMJIOR ® 15' Min O.0 / (2) 2x5 Arg. Clips/ ft 7): 1660 ft 2100 I W 1440 lbs 3780 the WA WA 132D 115 WA 1500166 WA WA WA 2045 W. 2854 IW 3360 ICs 4 Amhaa 501.34' Min O.0 / ULllp, Nto.i25' Ahura. LFg. B): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 Ibs g1 WA WA WA WA WA WA WA 6Arehlxs-0.61'MIn.O.C./ll{gp, mo.i25^Alum. (Rg 270 IQS 2W IM 2 mhos 0 4.68' Min. O.CI F� (Fig. 107 nctgrs ®1.77 Nn. O.Cl F -(9p LFg. i tk I A.4- 300153 S90108 39015- 7110lb. 450 Iba 505151 690111 1298lb. 1616151 WA WA 41015. NV -- Im-rrocl a"ur, von. ,,,.-w...-1.............. ._.....-.-. FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURES FIGURE 9: FIGURE 10: FIGURE 11: FIGURE 5: FIGURE 6: FIGURE 7: ANGLE • • • • • • • • CUP (FIGURES • • • • • • • • 5-7) MUST BE • • • • • • • • USED IN PAIRS. gN.:KVK VHYHI"II T H ANCHOR CAP.,,,�, _ (DP-) X (MULLION CAP.,,,a.,.� -ANCHOR CAP.,,o USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE WA WA WA WA WA WA N/A 2861151 95115' 740150 374153 8380. 9/615' 3411bs 4421M 360153 WA 533153 WA NIA WA 682151 8851M 1120 lha 2r�. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 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 CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125" THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X E" .25" THREADS BEYOND THE MATERIAL. #10 8. #12 ANCHORS INTO WOOD MAYBE STEEL, I" S.S. OR 410 S.S. MULLION • PRODUCT REVISED ascomp)yIN with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 �NV LYNN "-x , �. LICENSE 41,���� * : No. 58705 _ •. tk = �7 SATE F CC FCORIOP.." N A LNbUNj FL P.E.# 58705 I Ab Lt 14A Anchor Capacity Table Ilbs) Mullion Capacity Table sRl2 o y1 nOt steaaale; 2.7k Cmcrete 3ZIk Circ. I CMU Opening Width (for wr8ca5y-sponni lg mtillors) or Opening Height (for Mdzorrtally-sperrirg mullions) RLd CMU IPT Wood Me[a COP Patlems 7yp9 9rt6'Eko llBta[m 501n 501n 701n SO In 901n 100 in 120 in 1401n p12 S:;Arcnor sc"(O5) Anchor 1B0 In • • •w Rwt2rouar Trep'Tdag. Rectargular Tnap'inang RethrWI r Tmp/TBary R-W9 Traprrdara Ractargulx Tmp/Tdang. Rectangular Traprtdang. Rettargular TraplTdalg. Reclargular TrapTnam Lnaa4g ..ding Loadkg Loafing Rectatgular 7nprlh n4 Loadrlg Wo ng 126" 2.11^ Loadlno Laadrg Loafing Loading LoWirg Load Loading Loadrg Loadirg Loadne Loading Loading EmbedMert In' 10r4' 1.414• x x.125"Alum Tube Mull 1-SrC r n Be �' a- SS n ads r n r x a a -- : - as a r •^ a 6 a r ;� z r a o .. a .,•, a� 6801tn •^ P as §B �1 t596xa STS tts 56ot5s sD 748 Re MG lti Tim 1430165 a$ • J �o Z • ••••k•Z ¢ to -- _ 42 h 144.2 528 167.0 428 1202 528 148.9 419 7030 528 138.9 414 90.1 526 134.5 411[27.5 526 134.1 411 721 526 1341 411 601 526 134.1 411 51.3 526 134.7 411 45.1 525 134.1 411 48h 96.8 403 10fl0 333 B0.5 403 94.7 325 89.0 403 80.4 320 604 403 81.4 317 403 79.1 375 4fl3 403 78.6 314 40.3 4m 76.8 314 34.5 403 79.9 314 30.2 403 798 314 50.625 In 82.3 362 91-0 301 68.B 362 79.3 294 Sfl8 362 71.9 289 57.5 362 67.2 286 362 64.6 284 41.2 962 636 283 34.3 362 63S 283 29.4 352 839 2W 25.7 382 83.5 283 54 in 07.8 318 74.1 267 56.5 318 84.2 261 dfl5 318 57.7 256 424 318 53.5 253 318 60.8 250 33.9 318 49.5 249 2a3 318 49.7 248 24.2 316 49.7 248 21.2 318 49.1 248 so In 49.5 258 63.1 219 41.2 259 45.T 214 35.3 259 40.7 T10 30.9 255 37.2 207 298 39.9 204 247 258 33.4 203 208 258 32.2 201 17.7 258 32.2 201 1S5 269 32.2 201 45.6 270 35.6 234 39.1 185 305 234 34.7 192 28.7 234 31.6 i8B 234 28.4 786 21.4 234 28.0 161 17.6234 25.5 193 13.4.2 6:1 in 427 234 39.4 183 31.0 213 33.7 179 28.3 71J 29.8 178 23.2 21327.0 173 213 25.1 170 18.6 213 23.7 169 15.5 213 22.2 467 13.3 213 220 16fi 1t.6 213 220 1 721n 28.8 178 30.7 165 239 179 25.8 152 20.4 179 225 1 149 1 17.9 1&1 179 167 145181 78 in 225 162 1 23.5 133 1fle 1 152 2L8 137 17.4 19.9 731 161 #,,,2,,,#147 187 19. 0 135 15.2 152 t7.5 728 TABLE 148 Anchor Capacity Table Ilbs) o y1 nOt steaaale; 2.7k Cmcrete 3ZIk Circ. I CMU U RLd CMU IPT Wood Me[a COP Patlems 7yp9 9rt6'Eko llBta[m 1/4'Fho Ulrsm 5/16'Eko L. 3/16'korUK-.EUB 1.r4^Eko 791tetei i/M SSE[,. Me -Elco 11r SS Ek o XtO Slee q12 Steel A9gremtar wtrecm AggreGaor Sc yen (GS) screa(G5) p12 S:;Arcnor sc"(O5) Anchor Edge ODUrce(In% • • •w 1• 2-1/2' i^ 2-v2 2" 3-1/8" 2 0.48' 0.56' 0.326• EmbedMert In' 10r4' 1.414• 10'4' 1-SrC 2' 1-1/4' 1-v4' 1-i/4' 1-38' i'ver va'es IR 4Whw OT MOC./(2) 2t5Arglealp9/(Fl9. IX 780165 78015e 6801tn 15 Its t596xa STS tts 56ot5s WA 760819 748 Re MG lti 0521D5 tx 18921DS S 88 1430165 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. s s HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. _ FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36- ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • • • • • • • 0000•• 0000 0000 0000•• ID -) X ( ANCHOR CAP..,,,....\ `MULLION CAP.".„,,,,,,, • • • USE THIS FORMULA, TO OBTAIN At "ANCHOR CAPACITY REQUIRED' CORRESPCgJDING TQ AN ACTUAL PRESSURE REQUIREMEN; FO H OPENING, WHEN IT IS LOWER THANJIiE UI:ION' 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. 77111 1111/ � . .....N.... N0.613705 ' * ; N0,58705 _iJ � �0�' ATE [V \ ( 0NAL �NG�� A. L`jIJ�ILI�R, P -E. FL P.E.# 58705 x o y1 nOt V 04 "6 U w � W _ ••A D _j to • • •w ro • L) Cl) W 000 Z z (nLl d • _ • J �o Z • ••••k•Z ¢ to -- _ • o N a F X..�r 90. •q •� ^ C w a • g N • � U N a PRODUCT REVISED as eomplyIng with the Florida Building Code NOA-No. 17.0630.01 Expiration Date 05/26/2021 Mlami-Dai Product Control 77111 1111/ � . .....N.... N0.613705 ' * ; N0,58705 _iJ � �0�' ATE [V \ ( 0NAL �NG�� A. L`jIJ�ILI�R, P -E. FL P.E.# 58705 1/'tOLC 1:] Mullion Capacity Table fibsflt2) Table les Opening Width ( orvertcal"par9ing mullions) or Opening Haight (Ibrhorimri i1y-6Pa nrg mull") SUMOeta Win 80 in 701n aD In 901. 100 b 1201n 1401. 1601n Reole.Whr Trap/lllap. ROetanplllar TmPTdertO, RectangularTmoap/Tdar19• 11-11agdar TmP/ideng. Rectangular T.PlTno"an9. R. noTI-PrTdarg- Te RacwWlw Trap/Tdilq. RectarlId r Thothle.B. Rectanpda Tel 3.26" 10 Load.B Loeft.. Load'g Loadn9 oa landng Lfing Ld.9 Loading L miny Loafing Loedn9 Loedrlg U dng Loadrg Loafing Loadng Leedng Lowing DEG.AL g v a•,. ya m^ r rm g r, -2: 2: _ ` r 2• 8 _ a r �2��' 8v r a 2> x_ r^ a'_ t t ya_ BAY MULL X n g 8� g �8 8 8= '° g 8'� cR Ll �� $@ v R v og "Y aY4 a8 AggeGafor 8omw (GS) Semw (G5) Scmw (G5) €� 5� z P- €p�gz_ 2 1' 2-7/2' B� 2-1fY 3.118" x�. 2-t/Y gs ffi alyi I dfi rc " d`K d`lee i8 dr1 f6 d 3-1l6' T 0.48' 0.54" 42 in 170.0 520 170.0 435 170.0 7" 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 621 170.0 1240 770,0 521 170.0 1488 170.0 521 17070 1735 170.0 521 149.1 1740 170.0 621 1.144' 46 In 170.0 798 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 1T0.0 1133 170.0 661 170.0 1275 170.0 BR 170,D 1417 Mo 680 1522 1522 170.0 680 f30.5 1522 770.0 600 1112 1522 170.0 680 69016. 50.6261. 170.0 747 170.D 583 170.D 898 170.0 831 170.0 1018 170.0 684 170.0 1195 170.0 723 170.D 1345 1700 747 164.2 1413 17C.0 756 13670 1443 170.0 756 117.3 1443 170.0 756 ID'26 1443 170.0 756 550 a. 541n 78o ha 97 M. 812 170,0 956 170.0 897 170.0 1116 17070 734 170.D 1279 170.0 BW 180.4 1353 170.0 837 144.3 1353 170.0 856 120 1353 170.0 Sol 103,1 1353 170.0 861 90.2 1353 170.0 all SCO Ib. BO N 748Ibn BS 170.0 7D1 173.D 1063 770.0 791 167.0 1218 170.0 878 146.1 1218 170.0 926 128.9 1218 159.8 933 116.9 1218 7527 924 97.4 1278 148.7 813 33.5 1218 148.1 873 73.1 1218 1161 913 22461be Win WA 30 170.0 745 170.0 1116 170-0 S50 150.2 1150 168.8 933 73170 1150 151D 914 1168 1150 141,9 898 105.1 1150 1341 685 878 1150 126.7 871 75.1 115D 1281 870 65.7 7160 1282 870 66 n 074 17D.0 789 152.4 1048 165.8 881 130.6 1048 146.6 884 114.3 1045 133.1 860 101,6 1048 123.4 338 97.4 1048 1166 SW 762 1048 109.4 821 65.3 1040 1081 818 57.1 1048 108.2 818 c 721. 80 147.8 764 117-4 1180 126.0 748 100.0 880 110.8 731 88.0 880 1000 722 112 880 92.3 712 70.4 880 1162 703 58.7 080 792 693 60.3 SSD. 765 688 40.8 Sao 76.4 888 J 751. t41.7 790 125.1 fi90 99.5 790 10670 876 65.3 790 93.3 683 74.8 790 83.9 652 68.3 790 768 843 58-9 790 71.7 035 49.9 790 W.1 624 42.3 790 62.1 819 37.4 780 81.3 817 781n 750 115.5 657 92.3 750 98.1 844 79.1 750 85.9 SM W.2 750 R.1 621 61.6 750 70.6 612 55.4 750 85.7 605 462 7W 50.4 594 39.3 750 561 588 34.8 750 65.5 588 90 InSW 74.4 500 60.1 563 629 491 51.5 $63 54-8 483 15.7 563 489 475 40.1 SW 44.4 468 36.1 563 409 462 30.0 563 35.2 452 25.8 563 33.3 445 22.5 583 31.8 262 93 n495 81.1 k3 49.5 495 5170 435 42{ 495 26.8 427 37.1 495 39.9 421 33.D 495 38.1 415 29.7 495 332 409 24.8 495 29.7 400 212 {95 28.8 384 18.6 495 25.0 390 Iaein381 42.6 353 34.8 391 35.9 34a 29.6 391 31.1 342 26.1 391 27.6 337 231 391 24.9 333 20.9 391 228 328 17.4 391 19.7 321 14.9 391 17.8 315 1111. 364 370 39.2 335 32-0 370 33.0 330 27.5 370 28.8 325 2470 370 25.3 320 21.4 370 22.8 316 192 370 20.8 312 16.0 370 18.1 305 120 In 30.4 317 30.9 289 25.3 317 28.0 281 21.7 317 22.5 280 19,0 317 10.9 278 18.9 317 179 273 1441. 17.6 2: 77.8 207 I At3Lt 15t5 MehorCapacity Table les SUMOeta 2.7k Concrete 3.51 Cone. Hod.. CMU Filled CMU PTWood metal Eka 1/4• SS Eto 5/16• Elco 144' SS Eko #10 Steal 012 Steel #125tad Anchor C6p Patterns Anchor Type: 3118' Elao Ulbacon I.- Eko 1126. n UPmcon NIT Elco Ultraon 144' Eka Uamoan Agg.G.lct Uthe- AggeGafor 8omw (GS) Semw (G5) Scmw (G5) Edge 01.11126. orF 1' 2-7/2' 1` 2-1fY 3.118" 1' 2-t/Y 1• 2-12• 2 3-1l6' T 0.48' 0.54" 0.824' Emb.het(hr7 19/4' 1-374' 19/4" 7914' 7 1.1/C 1-714 1-114' 1-144' 1.144' 1-1 /4" T 1-31W 1.3/8" wdlen 2 Moh m @ 5" Min. O.C. / R) 2x5 A11g. CIPS / (FW. /7 390 lb. 390 8. 430 lb. 69016. 1700 9. 270 Ib. 250 IN 35410. 74010. 37416. 7201611 946.. 341 lb. 4e2 It. 550 a. {AncMm 8$ 3.S Mtn O.C.f R)2x5 Mgie IP./(Ell. 2): 78o ha 780 Ba 790 Ibs 1670 be 2525 ke 540 .. SCO Ib. N/A 1120It 748Ibn 86016. 1aB21ha 68216. BB516e 1120 8. 6 Meh es g 2.71' Alol. Op. / (F1g. 3} 11201hs 1720126 95616. 22461be 2254 Om WA 6/01bs N/A 10591111 WA 1320 @s N/A 10221be 1327 0» ifi801bc FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS, TABLENOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TA13LES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. WCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X ( ANCHOR CAP.,�,,,,,,j ANCHOR CAP.,® `MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 30* BAY MULLION I3.250" • • PRODUCT REVISED ascomplying with the Florida Bullding Code NOA-No. 17-0630.01 Expiration DateOS/26/2021 By Mianit-lUarde Eroduct Control No. 58705 /O�� /S'0NAL I "o A. Navu P.E. FL P.E.# 58705 Width so l0 1 60 in 3.2146 Lowing ung Lm.&Q Lowing Loading Leadlg Lowing Lw DEG. AL r n F BAY MULL u 6 B $@9 v cin ti Ir fi tlrg munorls) or upenmg m•Igm (Tor nOn2wuursparlrn M T -1- 1101n 100 In g. Reedrgda TraplTdag. Recbngder Trwarleng. Rectangn loading Lmding Loafing Lcedng Lo -d -g S L• 1:• F � yF1 �' �' a � a np^g cid$ U UC l5 Uv Ue U 120k 140N 160 in r Tr*Tdag. Rectalrg0ler Trap/Tdang. Rectengda TrwTdem Using Lowing Loadng Leafing Lmdng S �d a., zrs a..IS A! g r$ a Q�p�.g �s sQp� ci v` ci U� U Ua U cSa U c3a tsg l olc l w z O Anehor Capacity Table ba nw • • N J (/) • Subst2ta: 2.7k Concrete 3.5k Cone. I • • Hollow CMU co " • • a I F111W CMU PTW000 Mew Anchor Clp Patterns Anchor Type: 7/7C Eko Ulttecon V4' El. Ufracon 5116-Eka Ultracon artc Eke llltlacon t/4' Eko Utracm 1/4' S5 Eka r#1r Elce 1/4" SS Elco Apgxator Unrecon ApgleGetor #10 Steel #12 Steel #12 Steer straw (OS) stew (O51 suave •F- Eape dslnne On): 1- 2-12 1' 2-1/2' 3-t18' t' dl"4 2-1/2' 1- 2-t/2' 7 1715' 2' 0.48' 0.54" 1. 0.324' • •� Embed—MIln' 1-3/4' 1314' 1-3l4' 1-3Id• Y Q 1-114 1.1/4' 7.7(4- 1-1/-0' 1.114' 7 7318' 1-Wa- '..ries 2 Anchors * 5- Mkt C.C. I (2) 215 AMIle dlPs I (FN. 11 3g0 08 390 e9 450 lbn 890 Ne 1700 gm 270 6 250 Ilea 354 ox 740 0n 37416 720 loo 946 Ib. 341 Ilea 442 Ito 580 Ibe 4 Archon —Q3.5- Min O.C. / (2) 215 Angle Clip. I (Fg. 2k 790 les 7501bs 7901ba t670 Ibe 25251bs 54a Ibn 5801bs WA 172016. 74S Im a50 Ws 1592 @ 68216. 5951bs 712016. 8 Anchors 12.71 -Min O.G1(2) 215 Angle CSps I (5g. 3y 11101bs /12D Iles 17501ba 2246 Iles 7154 Iles NIA a40 F. WA 10fig loo WA 13201bc WA 10221bs 1327 Iha 1550164 FIGURE 1: FIGURE 2: Ell FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS LS ALLOWABLE. 3) MULLION ANDMULLIONCLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND ,045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP—) X (,ANC Oil CAP.\ _ ANCHOR CAP.,,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, PRODUCT REVISED as complying with the Florida Banding Code NOA-No. 17-0630.01 Expiration Date 06/26/2021 `�.tta�tJY LYNN * : No. 58705 - -0 TEF 44, TATE F (V s �ORIDP.•''GNk A.a ONdYiI LElk P.E. FL P.E.# 58705 z O npV E W c W = nw • • N J (/) • to • • co " • • a I • • • •F- U 'Roo Z3 LU aeo •, QQ • • 04 • J J €- m to s� s • •� :3 �o A • •••�•¢ Q } m N •A W a� • W 0 0 — uI 04 4 ED i •• g� mO PRODUCT REVISED as complying with the Florida Banding Code NOA-No. 17-0630.01 Expiration Date 06/26/2021 `�.tta�tJY LYNN * : No. 58705 - -0 TEF 44, TATE F (V s �ORIDP.•''GNk A.a ONdYiI LElk P.E. FL P.E.# 58705 III 000 2.0001I % 111 j .125" L VX 2'X.125'MULLF0N _..,.-� }y �•-.125 srANDARDCUP I- 6063.78 ALUM. X -SECTION 1 x.125" 3.125 5.500" { CUT HERE TO .375" .375" _CREATE F -CLIP, SEE MIN. MIN. DETAIL F. SHEET4 A IL - -----J I L --___--J L- STANDARD CLIP ¢ 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16". .375' MIN. MIN. r ---- -----r--------- I I I I i I I I II B I I i I I I I I I I C OFFSET CLIP .125 6063-T6 ALUM. TOPVIEW I 2.125" U -CUP 6063-T6 ALUM. X -SECTION 125"� I Q .740" I-"- � t .3388' MIN. A I U -CLIP 8063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WrrHIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. TABLE B V X 2.75• X .650' MULLION 6063-T6 ALUM. XSECTION Ire{ +.125' 2X5 ANGLE CLIP 6063-T6 ALUM, 2.000' X -SECTION .12$" .375" MIN. ---- -- 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116'. Mull Dimension (sheet #) Mullion PGT Part # Std. Clip Offset Clip U•Clip Angle Clip 1" X2- X.125' (5) 6660.5 666113M 666111 BM 666243M 666511M 1" X2" X.375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X.375" (7) 66607 666115M 6661120M 666245M 666513M 1"X2.75'X.65O'(8) 66608 6%116M 8661121M 666246M 666514M 1" X3.125" X.5D0" (9) 66637M 6661116M 6661114M M242M 666515M 1.25' X3.188" X.266'(12) 66UIM 6661117M 6661113M 666241M 666516M 1.26" X 2.11" X.125" (18) 69370 N/A N/A N/A 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTED. APPROXIMATE HOLE LOCA71ONS 8 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. TABLE A x1.266• -^i Fsrj.Ilionf A B 1.625 2.654 .,25• z.115 D 0.740 A 125 r I • • • .900" 12V X2.tj'T( 25"MULUON• . W • • • �Q63-T LUM. • • XSEC ION • • C 0.757 D 1.118 A 1.312 Dimension Value (In) Fsrj.Ilionf A B 1.625 2.654 1"'CR'•X�9i9 �Iyrnlrylq • Mullion • 4M C 0.895Tube D 0.740 A 1.125 IPX2' X.373' •1luminum �•• �MEllio� B 2.404 C 0.635 D 0.490 A 1.875 1' X 275'" X .375 Aluminum Tuba Mullion B 3.000 C 0.757 D 1.118 A 1.312 1-X2.75"X .650' Aluminum Tube Mullion 8 3.000 C 0.476 D 0.836 A 2000 1" X3.125" X 500" Alum Tube Mull B 2837 C 0.863 D 1.137 A 2,625 1.25" X 3.188' X.265" Akan Tube Mull 8 3.262 C 0.862 D 1.762 A 1.813 1.26' X2.11° .121" Alum Tube Mull • • i• • •w Z 0 M • PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 17-0630.09 Expiration Date 0=6/2021 BY - mi..Pfipg Product Control `a�t1Y LyNiv ' 1� �Z.. * No.5870rr5 pO:vC S TE Ft • 441 E. /, / F/L P. 506 \\\ . --� 1.000" f-- --j 1.000" �-- 4.000" 4.000" .125' 125' .125 .'3�7L5' 1"X 4"X.125"� 1"X4"X.375' I MULLION MULLION 6063 -TB ALUM. 6063.76 ALUM. X -SECTION XSECTION 125'X 3.25" X .100" 125" X 3.25'X.624" MULLION MULLION M. 60 6005 -TS ALU05-T5 ALUM. X -SECTION X -SECTION 740" h 8 .125' STANDARDCUP oY � 2.000" 6083.76 ALUM. 2.125" LX1 CLIP U -CLIP 2.000"X•SECTION LUM. 6063-T6 ALUM. ON ,125' N .125" XSECTIONN mU L Z .125" O 1' X 4'X.375" for Mullion: 5.500'^] -r-MULLION 1" XC' X CUT HERE TO 6063-76 ALUM. 375" 3.125"---j CREATE FLLIP. SEE -375" XSECTION MIN. I DETAIL F, SHEET 4 1.250" BOUNDARY. SEE F SHEETS 10.17 0.757 I I I I I I I I I I I I H 2.430 ANCHOR O.C. I I I I I I I I I DISTANCE F I I I I F 3.94' ANCHOR HOLE I I I I 1 I I I I I I I .100 H 1 1,500 I I I 1 __---_� I �_--__-_� 624" DIAMETER + 1/16". STANDARD CLIP • • ••••••F' 6063-T6 ALUM. 6063.78ALUM. Z-NTER-' --)' ANCHOR HOLE MUST LIE TOPVIEW •820' )-- HIN THE DASHED BOUNDARY. SEE SHEETS 10-17 FOR THE ANCHOR O.C. 1.25" X 3.94' X .624" MAXIMUM ANCHOR HOLE MULLIONDISTANCE. 6005 -TS ALUM. DIAMETER: ANCHOR DIAMETER+ 1116'. X -SECTION \ 3.469" 1" .376 I. 375' 1.8T MIN. .12 .125' 125 4' 2.250" 3250'45' BAY MULLION 32 30* BAY MULLION 6063TB -------- 606 ALUM. X-SECTION M X-SECTION OFFSET CLIP .7.14205" ' 63-78 ALUM. TOPVIEW .228"1 .226..J .98-1 NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10. 11, 13-15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, CENTER OF ANCHOR HOLE MUST LIE WIT[ IIN THE DASHED BOUNDARY. SEE SHE' 15 10.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16. Dimension Value (In) for Mullion: 375" 3.687 1" XC' X CENTER OF 1.000 ANCHOR HOLE I MUST LIE WITHIN 3.000 THE DASHED F BOUNDARY. SEE F SHEETS 10.17 0.757 FOR THE H 2.430 ANCHOR O.C. 3.000 DISTANCE F MAXIMUM I ANCHOR HOLE D.750 DIAMETER: H 1 1,500 ANCHOR 3.250 DIAMETER + 1/16". U -CLIP • • ••••••F' 6063-T6 ALUM. • J TOPVIEW TARI P r.. Dimension Value (In) for Mullion: F 3.687 1" XC' X G 1.000 .125" Aluminum H 2.680 1 3.000 Tube Mullion F 3.187 1" X4" X G 0.757 .375" Aluminum H 2.430 1 3.000 Tube & "T F 2.250 1.25" X 3.25" G D.750 X.10 0" 1 Aluminum H 1 1,500 3.250 1 Tube MWion TAD] D n �_ ��!!___ r-------- -� i ••• POT Part Std. Clip Offset clip U -Clip �` 1 • j ••••i 11lI:, 4 p: I MIN. J Q. �_ ��!!___ r-------- -� i .375" POT Part Std. Clip Offset clip U -Clip �` 1 • j ••••i 11lI:, 4 p: I 66610 J Q. V X4' X.375" "P (11) 66653 608112M 6661123M 666242M 668519M 1.25' X325' X.107 (13) 20160/20312 6661127M 6661124M 6682410M 6665115M 1.25" X3.25' X.624" (14) 20181/20315 MI 128M 8661125M 6662411M 0665116M 1.25' X3.94• X.624' (15) 20162 8881117M 6661126M SM241M •• •••••• - _ - _ •r •Z 0 Z i 6685110M 45 Degree (20) F WA WA WA :••••• • cn Z • • • • 7) w I I • • ••••••F' • J • • ----------------- I ADLC L„ 4UIN 1. X.824• Aluminum X.624" Aluminum • • • • 0 2 ; mF't 2X5 ANGLE CLF O� 6063•T6 ALS • • ..� b u €Q: ml TOPVIEW ❑ �� �• PRODUCT REVISED as Complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 D � ey w Miami ade ro uct Control K Mull Dimension (sheet#) Mullion POT Part Std. Clip Offset clip U -Clip Angie Clip V X4" X.125' (10) 69364 666111M 6661122M 666241M 666518M V X4' X.375' (11) 66610 686112M 6661123M 666242M 666519M V X4' X.375" "P (11) 66653 608112M 6661123M 666242M 668519M 1.25' X325' X.107 (13) 20160/20312 6661127M 6661124M 6682410M 6665115M 1.25" X3.25' X.624" (14) 20181/20315 MI 128M 8661125M 6662411M 0665116M 1.25' X3.94• X.624' (15) 20162 8881117M 6661126M SM241M 666517M 30 Degree (19) 88649 WA WA WA 6685110M 45 Degree (20) 88650 WA WA WA 6665111M a UI Z of •11111111!///". * ; No. 58705 '.• ST TEO o O 10NAL EN1``� Y '//!11 111111` 0 A. LYNN MILLER, P.E. 8 FL REM 58705 TABLE E Mull Dimension PGT Part# E ®gam 8 _ �� I 7 (sheet#) MulllDn Std. Clip U-CIIP 125' Angle Clip { .1 �' --{ r-.125" --I I-•-,125" a O 2"X4"X.25"(1 fi)- 66602 666261M 66627 2" X 6" X.25" (17) 68604 666282M 6662 6665112M 6865113M STANDARD CLIP 606376 ALUM. U -CUP 606376 ALUM. 2X5 ANGLE CUP 806376 ALUM. o �i 2.000" XSECTION 2.125 X -SECTION 2,000• XSECTION LL NOTES' I .125" .125" d 6 U 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING L o mth W mN DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T Z UJ 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE �.--1,400"_....� W O = HOLELOCA 1.40 " • •' J co 3) S ETS 2.4 FO TION METHODS. 5.500' CUT HERE TO 3.500"��{ CREATE F -CLIP. • ••• 5.000" 075. ••• O U ��••ln W • W O • 2.000' 5-'11 'C _ SEE DETAIL F. SHEETd .375 MIN. .375' • • • • • • •' •7 1�1 •• a •F SLJ M ••• --------------- ------- - -- - --- ---- •i• Z 60 Me _ 2 • ' re m• • �z go 0• . _j a0 8 4.000" 3.438" + 3.438" 0Iti ¢ •0- I- U 2"X4"X.25' O TIOU • ••i 3.438 • • •.375" •• •• Q.250" 4 z �ZM. m • " MIN. L W O L_----------------- ____-___• _-__Z ' « J • :00.f L L- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063T6 ALUM. U -CLIP, 6063 -TB ALUM. 18 AACLOCUP UES CENTER OF ANCHOR HOLE MUST LIE 1!JR3-T6 AIUM. ¢ 2 •a •� • • • d s WITHIN THE DASHED BOUNDARY. SEE TOPOEW SED FOR 2" X 4" MULLION, SHEET TOPVIEW HE DASHED BOUNDARY.D.C. TOPVIEW • • • � - �'O s:l•J .250' SHEETS 16-17 FOR THE ANCHOR O.C. SHEETS I6-17 FOR THE ANCHOR O.C. SHEETS MAXIMUM ANCHOR HOLE •••� a- tD_ c MAXIMUM ANCHOR HOLE DISTANE4�AM�T_E�ANC,H6R METER + 1M6" CENTER OF ANCHOR HOLE MUST LIE WITHIN THE CASHED BOUNDARY. SEE DISTANCE DIAMETER ANCHOR DIAMETER * 1116". d� PRODUCT REVISED 5.500' SHEFTS 16-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE as comPl ng with the Florida ode CUT HERE TO DIAMETER.. ANCHORDIAMETER+1116". 'NOA-No. NOA-ng 17-0630.01 2000' CREATEF-CUP. .375"375'MIN.Cr._SEE .375' DETAB. F, SHEET4 MIN. MIN. Expiration Date 5/26/2021 .375' ey '___-I �- --- I I 1 I I I I I 1 I I I I I I I I I I Ma 6.000" I 1 I I I I I I I I I I _ _ T_ _ _ - 4.e88' I ¢ t 5.438" I I I 1 I 1 I 1 I 1 I 1 .250" 11 n l 11/ 5.438" 5.438" 1 1 �a�NV LYIyN 2" X W X 7S MULLION 1 i 1 1 I 1 I j I i til \� C1�,. •' 1.10EN,gE •. ��� i _� Q• ' Z NO. 58705 •• 6083T6 ALUM. X -SECTION I I ,375" ; .• * - I I --- -- -------1 I L ---------------------i MIN. /�^ ��'�tu� ' 0 Oma-.• sT CLIP U -CLIP 2X5 ANGLE CUP �� SS 250" STANDARD �P 6 ALUM. BOB30P AELwUM. r� ��NAL VIEWM USED FOR 2' X BTMULLIONUSEO FOR X SHEET 1EN A. LYI(l�1M112L�R, P.E. TOPVIEW FL P.F.# 58705 EXAMPLE t SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -IM". THE OPENING REQUIRES DESIGN PRESSURE OF .60.01-60.0 PSF. Lu $ 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32'-32+1' =65. REFERENCING SHEET 25, THE COLUMN USING �' ® NO ANCHORS --- N HEADg RECTANGULAR LOADING MUST 8E USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE -SEE SE_= FROM TABLE 3A, SHEET 7, THE 1" X 2.75' X.3751 MULLION (LENGTH= 72", OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +A58.3 PSF AND WOULD i Yz PEx`-sTRAnON PRODUCTS DETAIL^`, SHEETS NOT BE SUITABLE FOR THIS APPLICATION. - o APPRwAL za FROM TABLE 4A, SHEET B, THE 1" X 2.75"X.650" MULLION (LENGTH - 72', OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF -/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE Tp" OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION LENGTH 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 912 ANCHORS AND THE 2X5 d°. r ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 685 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. Z mN rc W SEE DEral.s, 3 VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, LL • • 2 SHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE • D U) 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SU8STRATES AND FENESTRATION PRODUCTS TO MULLION. 0 • • •— 0*002 IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS -1-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 FSF WITH AN ANCHOR CAPACITY OF WA LBS.{LTERNATIVEjY, • W to C, CD Nom IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PS • • • • • 37 37 636 LBS • (60 PSF) X ( ) = 524.91-93 (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48) • • • • • • 72.7 PSF _ • • • • • Q m S ---1 OPENING .11 W Drl+ WT1TH THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3I8'. THE OPENING REQVIRF�Se • • '� • • • �O 11, Z DESIGN PRESSURE OF +50.01-55C PSF. • • Q ••••a• FOR THE VERTICAL MULLION: • • • ~ r 0 N n 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72+1"-105" AND THE OPENING WIDTH IS 36"+36'+1'=73'. REFERENCIAIHE"5, • Q i THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF Z-' B�P�N� �II+L y g MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABI • • • _ j EXAMPLE 2: MULTIPLE MULLIONS• ' FROM TABLE 3A, SHEET 7, THE 1"X 2.75"X.376" MULLION (LENGTH - 106", OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-1.1 PSF W 0- — • SEE DETAILS, MULL WIDTH—i f-- f SHEETS 2-3 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. • • •: • •* • FROM TABLE 12A, SHEET 16, THE 2" X 4" X.250- MULLION (LENGTH = 108', OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF -1-64.7 PSF WHICH EXCEEDS THE REOUIREMIEYTS C) LlJ • • • (L FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. • .� �'O -%. m� 32' SEE 9F� BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36+36"+2274", NOT 73" AS PREVIOUSLY ' FENESTRATION DETNLS, PROWCTS SHEEfS� ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, WINDOW WIDTHS MAYBE REDUCED TO MAINITAIN PRODUCT REVISED APPROVAL 2.4 THE 73" DIMENSION (35-12'+35-12'+2'=73.7. as eom 1 Ing with the Florida Bonding Code r - - 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS DWAPLE, ASSUME THE POURED NOA-No. 17.0630.01 CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. ` � USING THE STANDARD CLIP WITH (6) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND o Expiration Date 05/26/2021 MULLION LENGTH SEE SEE THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. By a DETAILS, DETAIL E. OPENING SHEETS 2< SHEET FOR THE HORIZONTAL MULLIONS: w 111-41211rodoct Gontro HEIGHT BECAUSE THE VERTICAL MULL WILL BEA 2* X 4" X.250' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER FOR MULLION HO .M, �/ MULLION TYPE COULD BE CHOSEN. HEIGHT IS 32"+72'+2" =706". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDALRRIANGULAR LOADING MAYBE r O 1) THE MULLION LENGTH IS 36' AND THE OPENING USED. FROM TABLE 12A, SHEET 16, THE 2" X4- X.250" MULLION (@ LENGTH= 42', OPEN NG HEIGHT = 120') HAS A DESIGN PRESSURE OF -1-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE V. Z SHEETS WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH 2-3 (4) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED w 1 I 1 ! I I I ANCHOR CAPACITY OF 521 LBS. ¢ �,�a�NY LYNN �_�� 3e-, HORIz. 3e". HOWZ HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 120 FOR THE U -CLIP SHOWS THE ANCHOR 4) FOR THE U -CLIP IN THE • 1,10ENSF�(�� MULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LDS.THE : P;- •, OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12STEEL SCREW, _ •*.: N0.58705 - FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: n /; p"� • +1-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; //t-�7�- : Q N �( (U` STA1E ,,, +1-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). ® ��T '•, QQQPPPP (V ` H THE LOWEST DESIGN PRESSURE IS+1-64.7 PSF AND WOULD APPLY TO ALL OF THE MUWONS. i� •14ORIDP-• G\�� '�;SSZONAL VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION K ' PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN - 1.. d A. L�L� NiOO ALLI1R P.E. 0 ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, - FL P.E.# 58705 F LOADING OF VERTICAL MULLION EXAMPLES OF RECTANGULAR LOADING:. X'�., I� LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: i i 0 HINGED DOOR 3 OF HORIZONTAL PW 1 it--- ®r I/I /m, I> II' /• •lie LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: i i 0 HINGED DOOR 3 OF HORIZONTAL PW M1. e Product Cont - PW I> 1) DRAWINGS ARE /• •lie • PW CONFIGURATIONS. • MAY BE EXTRAPOLATED FROM • - THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT ,�7 ""'• tilj PW BE DETERMINED, USE RECTANGULAR LOADING. :� -l— 1 • p 4 Z' Z �• •. LOADING SF•\/JP;IJA MULLIONS cf)'i• Y O • •t► J LU •••••• ••• 7 Z • N FADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION M1. e Product Cont - NOTES: I> 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM :� -l— 1 • p 4 Z' Z �• •. LOADING SF•\/JP;IJA MULLIONS cf)'i• Y O • •t► J LU •••••• ••• 7 Z • N FADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION M1. e Product Cont - NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM - THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT ,�7 ""'• tilj PW BE DETERMINED, USE RECTANGULAR LOADING. �`,�;� .• �(� i P�,-''-�ENSF'• / 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. * ,: No. 58705 - * _ FS �tomD?.. , LOADING OF HORIZONTAL A &NN�ihljIxL �� P.E. MULLION FL P.E.# 58705