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WS-11-1974Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 165839 Scheduled Inspection Date: November 02, 2011 Inspector: Rodriguez, Jorge Permit Number: WS -10 -11 -1974 Owner: HERSH, ELAN AND ANNE - CAMILLE Job Address: 102 NE 109 Street Miami Shores, FL 33161 -7042 Project: <NONE> Contractor: C D M WINDOWS & DOORS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360090160 Phone: (305)267 -1011 Building Department Comments INSTALL 13 WINDOWS AND 1 DOOR Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments November 01, 2011 For Inspections please call: (305)762 -4949 Page 9 of 21 STATE C t' ruY,-;i[k, 0=11rt OF DADE / P HEr'FaY C F 77 cY .11`;.ei. fills Is .^, traikp it c:i ftrO NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CFN 2O1 1ROr 2254 OR 816 27872 Ps 3692; (fps) RECORDED 10/26/2011 10:52 :38 HARVEY RUVINr CLERK OF COURT MIAMI-DADE COUHTYr FLORIDA ( LAST RAGE Space above reserved for use of recording of 1. Legal description of property and street/address: /04; /11E /D9 sr m tarn,' f t 33/4V. 2. Description of improvement: /2 Q i/ !a C 6 kd /,' f, r #� u i> -4 C Ye-4-4, � %� b ;• � 3. Owner(s) name and address: a-441,4 a A4 wive' 0t//7i /!P HUBh • if= Ne /DR Sr /Nam, i2 .03/ ('/. Interest in property: / Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. CO/77 tO /K0OW,Q 040X. v'M drW 73"/at/6 M1Grnti pc, a 3,/,, r- 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN R'SULT.IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Prepared By Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 2, day of By A tali t - 44.1.t+ lie. lac y5't ❑ In ually, or ❑ as for ersonal known, d produced the following Owner(s)' Autho ed Officer/Director/Partner /Manager Prepared By. Print Name Title/Office IY P g type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTJON 92 25_,_ELORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: nI fi5,'I�? t ►�fa'?:_ State of Florida By By Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. 3 I 1q7 B UIL OCR 5 M ING PERMIT APPLICATION FBC 20 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): ELR1.l t ,/MIME £ QM11 FE t*JI Phone #: Address: /OR AI L /09 sr City: Miami State: FIDblGl4 Zip: 3 315 I. Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: /ba NE /o9 sr City: Miami Shores County: Miami Dade Zip: 35 6 S 1 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: G D. M !N!/v610 (Ml J 4?L9OJ l rlb Phone#: Address: `f3/ - JAW `73V Avg City: Mlal))i State: ,F'!oV1O(? Zip: 53 /S Qualifier Name: Mlg ye( 5. 114Rd'SO r Phone #: ,3 U Z6m7 -t oil - State Certification or Registration #: Certificate of Competency #: Wes406/ g t 4. Contact Phone #: 'J 21,7 -tDiI Email Address: r an') G[.3`� /ArWWI' 6 Ad]. torn'. DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ /2000 Square/Linear Footage of Work: Type of Work: DAddition DAlteration New �Repair/Replace • Demoliti Description of Work: In g�� 13 �+ %'1��i1 Q�.S d / De, ,e3 rj 7 ***************************************Fees* m ***** ***** ** ***** ************** ********* Submittal Fee $ Permit Fee $ O go CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ P16t .40 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTT.F,RS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be poste , t the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such #osted notice, the inspection will not be approved and a reinspection fee will be charged. Signature* oar Owner or Agent The foregoing instrument was acknowledged before me this 2-kl' 1)�tt day of . T:::tr, 20 LL, by i l , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expire ********* ***** * **** * ******* *J * * * ***** *** APPROVED BY Signature ntractor The foregoing instrument was acknowledged before me this, Z.4 day of ®� , 20 1 , by \4 £ . 4, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Client#: 1461180 134CDMWIN ACORDTM CERTIFICATE OF LIABILITY INSURANCE pY" 1 DATE ( DlW 6120/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CER11FICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). PRODUCER BB &T- Oswald Trippe and Company 9200 S. Dadeland Blvd, Ste 314 Miami, FL 33156 305 670 -0083 CONTACT Rosy Lopez JM, Exo: 305 670-0083 1019, Nel: 8668028668 ErA INSURER(S) AFFORDING COVERAGE NAIL S INSURERA: RetailFirst insurance Company 10700 INSURED CDM Windows & Door Inc Leidy Borges 4316 SW 73rd Avenue Miami, FL 33155 INSURER 8 : INSURERC INSURERD $ INSURER E' 8 INSURER F : CLAIMS -MADE OCCUR COVERAGES CERTIFICATE NUMBER: ION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDMON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. UMITS SHOWN MAY HAVE BEEN REDUCED BYppPLLAIIyyDpECLAIMS. LNTR TYPE OF INSURANCE NN�t WYP POLICY NUMBER C1JiYYYY) {MMIDUIYYYY) LIMITS GENERAL LIABIUTY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ PRfl411SES tEa ocgarenCel 8 CLAIMS -MADE OCCUR MED DIP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL. AGGREGATE $ GERL AGGREGATE LIMIT APPLIES PER —1 POLICY n JECT n LOC PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO AU OS HIRED AUTOS _ _ AU SCHEDULED ALIT COMBINED SINGLE LIMIT (Ea $ BODILY INJURY (Per person) $ BODILY INJURY (Per a at) $ AMAGE $ $ — UMBRELLA LIAB EXCESS UAB OCCUR CMS -MADE EACH OrrJJRRENCE $ AGGREGATE $ DED 1 1 RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYEWV LIABILITY ANY PROPRIETORfi'ARTNER/EXECUT1VEY /N OFFICER/MEMBER EXCLUDED? N (Mandatory In NH) It yes, describe under DESCRIPTION OF OPERATIONS Wow N I A 52038118 06/17/2011 06/17/201 WC Y LIMIT OTH- I TORY LIMITS I X I ER E.L.. EACH ACCIDENT $1,000,O0II EL DISEASE - EA EMPLOYEE $1,000,000 $1,000,000 E.L DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101. AdtBtiona, Remarks Schedule, Nome space Is reguIred) CERTIFICATE HOLDER CANCELLATION City of Miami Shores 10050 NE 2 Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 6444.4- i - Q 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S7011099447010983 SHDE OP ID: YL '`�� -'c°- CERTIFICATE OF LIABILITY INSURANCE °� 06/14/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(fes) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 305 -223 -2533 !Sure Insurance Brokers 2700 SW 137 AVE 305- 220 -0765 Miami, FL 33175 Javier A. Fernandez CONTACT NAME: No, EzH: 1 (Arc`. No): E -MAIL PRODUCER INSURERS) AFFORDING COVERAGE NAIC # B+URED C.D.M. Windows & Doors, Inc. 4316 SW 73 AVE Miami, FL 33156 INSURERA:Atlantic Casualty Ins. Co. L174000522 -0 INSURER s: 06/09/12 INSURER C : $ INSURER D : X INSURER E : INSURER F : GES CERTIFICATE NUMBER: • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO AU. THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MLISSR TYPE OFD INSURANCE DDLS)BR INSR WVD POLICY NUMBER POLICY EFF (MMIDWYYYY) POLICY EXP IMM/DDIYYYY) LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY L174000522 -0 06/09/11 06/09/12 EACH OCCURRENCE $ 1,000,000 X PREMISES (Ea Darren) 100,000 100,000 CLAIMS-MADE X OCCUR MED EXP (My one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,00C GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE OMIT POLICY n 2 APPLIES PER: PRODUCTS - COMP/OP AGG $ 1,000,000 n n LOC $ AUTOMOBILE LUUNUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS COMBINED SINGLE UNIT (Ea aacide $ BODILY INJURY (Per person) $ BODILY INJURY (Per =Went) $ PROPERTY DAMAGE (Pe accident) $ $ $ UMBRELLA UAB EXCESS L(AB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ WORKERS AND ANY OFFICEMIEMBER (Mandatory Ifyw DESCRIPTION COMPENSATION EMPLOYERS' LW�LnY PROPRIETORIPARTNERIEXECUTIVE Y / N n below N / A j ER I WC STATU- T M U- I I T EL EACH ACCIDENT $ EXCLUDED? In NH) desabe under OF OPERATIONS EL DISEASE - EA EMPLOYEE $ EL DISEASE - POLICY OMIT $ S LA OD N OR ASSEMBLED MILL O K- IINSSTALATIN METALGARPINTIR Ef r) LOCATION OF PREMISES: 4310 -12 -14-16 SW 73 AVE MIAMI FL 33155 CANCELLATION MIAMSHV Miami Shores Village 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE te6grodor-AZ0-44: ACORD 25 (2009/09) ©1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD a T a a a a a a a a a aaa a E *TX* MIAMI -DADE COUNTY TAX COLLECTOR 140 W. Flagler Street Miami, Florida 33130 Please keep your receipt for future reference. Thank you and have a nice day. 10/12/2011 1300/224/OO1JAZZ 0016 -0001 Last Seq.#:0001 WI LBT #:30 654851 -6 Local Business Tax $175.00 CK $175.00 CHANGE $0.00 MIAMI -DADE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION 140 W. Flagler St. - 1st Floor Miami, Florid 33130 TEMPORARY RECEIPT 2011 -2012 MUNICIPAL CONTRACTOR TAX Local Business Tax#:30654851-6 State /CC#:O8BS00619 Issued to: C D M WINDOWS 8 DOOR INC Type of Business: SPECIALTY BUILDING CONTRACTOR SEE BACK OF OFFICIAL RECEIPT FOR NONPARTICIPATING MUNICIPALITIES THIS RECEIPT IS ISSUED AS EVIDENCE OF PAYMENT FOR VOUR LOCAL BUSINESS TAX OR PERMIT. YOUR OFFICIAL RECEIPT WILL BE MAILED TO YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS RECEIPT. Payment Received as Certified Above Miami -Dade County Tax Collector ___ T2L Board 'BUSINESS CERTIFICATE OF COMPETENCY 09BS00619 C D M WINDOWS & DOOR INC D.B.A.: / D. MASSOT MIGUEL E Is certified tmder fhe provisions of Chaffer 10 of Mimi -Bade County VALID FOR CONTRACTING UNTIL 09/30/2012 CB Construction QUALIFYING TRADE(S) 0023 GLASS & GLAZING P 412501 -9 aUC DD MNDOi & 4316 SW 73 AVE' 33155 UNIN DADE COUNTY "MS IS NOT A BILL - DO NOT PAY RENEWAL DOOR INC RE IPTNO, 43s OWNER C D M WINDOWS & DOOR 'INC Sec. Tym of Business 220 TANGIBLE PERSONAL PROP DLR nes IS ONLY A LOCAL. BUSINESS TAX Receipt IT DOES NOT POINT THE Homes TO VIOLATE ANY Emma INEMULRTOHYR ZONING LAWS OF THE COUNTY OR CMS&. NOR DOES IT EXEMPT THE HOLM FROM ANY T O> BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALpicA- PAY@0IT RECED MAIMOADE COUNTY TAX COLLECIMM 07113/201/ 60100000005 000075.00 ISEE OTHER SIDE DO NOT FORWARD C D M WINDOWS & DOOR INC CARLOS DOTRES PRES 4316 SW 73 AVE MIAMI FL 33155 i i i,,, i i,,,, i i, i, i„ i i h & i, i, i„i, i, i i,,,,,, i h ii,9a$ ii L�1CA OUSINE ST4 III -DADir GOUN'i'Y ST EXPIRES T E D SPUWED AT pL TO COUNTY FIRST.CI.A$S U.3.:POSTAGE PAID: MANI,FL , PERMIT NO.231 628289 -1 BUSINESS C ED I/ WINDOWS D(3 4316 SW 73 `AVE 33155 UNIN DADE COUNTY THIS is NOT A BILL - 00 NOT PAY RENEWAL OR INC GC 08BSS00619 . -6 4 OWNER C D M WINDOWS & DOOR INC Sec-11.48 of Susi SPECIALTY BUILDING' CONTRACTOR mis Is ONLY A LOCAL BUS TAX RECEIPT. IT � NOT PERMIT THE EXISTING REGULATORY ZONING LAWS OF THE COMITY i �iX,MPT THE HOLDER FROM ANY OTHER PERMIT OR E; MIQUIRED NOT A CERT ATSON OF THE HOLDER'S QUALIFICA- TIONS. PAt' REL'EIVEO mammon COUNiYTAX coLutlort 07/13/2011 60100000253 000075.00 BEE OTHER SIDE DO NOT FORWARD C D M WINDOWS & DOOR INC CARLOS DOTRES PRES 4316 SW 73 AVE MIAMI FL 33155 i„ttlt,ii,,,,it,i,t„ i,G,i„ i :t,i„ t,i,it Ii,limafit Eby d Myrn to: Renee M. Allison - Bradley First American Tide Ira. Co. 1395 Oaldiled Dive Brandon, FL 33511 File Number: 2461597 Consideration Amount 8239,900.00 1111111111111111111111110111 1111111111111111 CFhI 2011R0641 83S OR Bk 27836 Pas 2574 - 2875; t2ossl RECORDED 09/23/2011 11:42:21 DEED DOC TAX 1,439,40 HARVEY Rl1VIN, CLERK OF COURT MIMI -DADE COUNTY, FLORIDA fSpace Above This Line For Recording Data) Special Warranty Deed This Special Warranty Deed made this 1st day of September, 2011 between Federal National Mortgage Association whose post office address is 14221 Dallas Parkway Suite 1000, Dallas, TX 75254, ("ginniol"), and Elan Hersh and Anne - Camille Hersh, Husband and Wife whose post office address is 102 NE 109 ST., Miami, FL 331614042, ("grantee "): used herein the teens granger and granite include all the parties to this instrument and the heirs, lags} representatives, and assigns of individwds, and the successors and assigns of eapoi as, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the fofowiag described land, situate, lying and being in Miami ( city), 01, Miami -Dade county, to-wit Lot 8 in Block 216 of DUNNING'S MIAMI SHORES EXTENSION NO. 5, according to the Plat thereof, as recorded in Plat Book 48, at Page 21, of the Public Records of Miami -Dade County, Florida. Property ID number. 11 21360090160 Also Known As: 102 NE 109" Street, Miami, itril. 33161 Subject to taxes for 2011 and subsequent years; covenants, conditions, natriclioas, easements, reservations and limitations of record, if any. Grantor is exempt of documentary stamps pursuant to 12 U.S.C. 1123 ac (2) for conveyance of subject property. Grantee herein shall be probibited from convoying captioned property for a sales prim of greater then S287,280.00 for a period of 3 months from the date of this deed. Grantee shaft abo be prohibled from encumbering subject property with s security interest in the principal amount of greater than 8287,880.00 for a period of 3 months from the date of this deed. These restrictions shall run with the land and are not personal to Grantee. This restriction shall terarinate immediately epos conveyance at any foreclosure sale related to a mortgage or deed of trust. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. Book27836/Page2874 CFN #20110641835 Page 1 of 2 OR 815 27836 PG 2875 LAST PAGE wmrantss the dale to Bald ]and'and will Mend the same against the lawful claims of all paws clahning by ,'through or under grantors, but against none other. In Witness W betrcof, grantor has hereunto set grantor's hand and seal the day and year first above written. State of County of The f Federal N . �' A r gage Association By: 41j /y I BY: A , +■":- a'_! S yn. for FNMA First . ' : ., , ,: Default Title Svcs a Div of Fast American Tide Instance Co as Atty in Fact and/or agent Sandra Taylor (Corponde seal) was ackn before me, a notary public this day a "`, 2011, by If as o� of Federal National Mortgage Association who is personally known to me. My commissimr expires: TOMMY HARGRAVES Watery Public. State of Texas My Commission Expires December 02, 2012 Book278361Page2875 CFN#20110641835 Page 2 of 2 I MUAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 // MIAMI, FLORIDA 33130 -1563 (4 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "fl) -101" 0 APPROVAL DOCUMENT: Dra, lthrough 10 of 10, prepared by menu Robert L. Clark, P.E., bearing the Mia Acceptance number and approval d MISSILE IMPACT RATING: Limitation: ranch Door w/ Sidelites Aluminum French door & Sidelite- Impact", sheets 7 and last revised on 09/25/07, signed and sealed by ty • . uct Control Approval stamp with the Notice of l- ade,County Product Control Division. is e pact Resistant 1. Use of Table 1, require full en or `' ants Or OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FI'L -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, F.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06 -21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 5.1ic01 1. a a. Ishaq L Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. LNG OPTION * =+ A. 318" LAMI I1 I . 2 ") CONSISTING OF (1) LTTE OF 118' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM OF 3/18" HEA B. 318" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN 090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) UTE OF 3/16° HEAT STRENGTHENED GLASS. C. 7116" LAMI NOM. (.485'1 CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) UTE OF 3/18" HEAT STRENGTHENED GLASS . D. 7/18" LAMI NOM. (.465") CONSISTING OF (1) LITE Of 3118" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: XJ Q, LO.,„( X0,1)_& XXO, 0(, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOM: 04-0721.01, 03- 0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE UTE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT, 2 FOR DOOR TO SIDE UTE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. ORM EXTERIOR CLI EXT. -118° ANNEALED OR SAT CxamicaTtdCusix S .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS 1/2° GLASS BTTE .402 A 3/8" LAMI NOM. GLAZING_OPTION A OR B, NOTE A INT. - 3/18" HEAT STRENGTHEND GLASS EXTERIOR EEXXT. - 3/18" ANNEALED OR 0111111111111 F I � � 112" GLASS BITE HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 465 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES... 1 CONFIGURATIONS.... 1 GLAZING DETAILS 1 DESIGN PRESSURES2 ELEVATIONS.— ............. 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS . 8, 7 ANCHORAGE 8-10 Approved as eomplyhfg with do Florida mobs Dots cx4ofm, 6SS_ MAO 07 -o LYA.I mud Dade Paduel Control 997117 VM a3YQRIVE N0KCIANA 7284278 P.Q 1100(1529 BEYCONA F7.84274 NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Viably Beyer 1100 B k L Chek, P.E. PE 839712 SP"otural -+-- 731f2' MAX MAX MAX —y SEE NOTE 3 — Af ---� [..— , 143 3/4" MAX. SEE NOTE 3 95 3/4" MAX. (1YP.) / Ef X INACT. SEE NOTE 4 OX OR XO SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 71 314" MAX. 24 9116" MAX. 01.0 (TYP) 38 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 98 3/4' 0 HT. 84 are" j c� DLO � by M TYP. r � s 40' I��__ FACT. �INAC7: 95 3/4" MAX. L1.) 843/8" MAX. 01.0 (TYP.) R 01.0 HEIGHT :a HEIGHT -11 3/8' 6 DLO WIDTH 'X = DOOR WIDTH - 1215118" DLO WIDTH 'XX = DOOR WIDTH/2 - 115/18" with tdr : St C.t• a■ , J taAa rw . ::yu.. o." yn� � �ro�t 'ySI2� r..c r.."" NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 9C0','OX,'OXO' 7CX0', 'COW AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABULITY SHEET 2). 5. CLEAR OPENING FOR 9C AND 9(X DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.846) (9(X 000R = DOOR WIDTH/2 -4.079) ALUM FRENCH DOOR & SIDE LITES, IMPACT Qf*i, 3 s 10 1W054 INTERIOR INTERIOR MAX. DOOR HEIGHT MAX. SIDE LITE HEIGHT SL VIEW G-G CORNER ASSEMBLY Appro ea Pe complying wrhh I Mao o "i! zs+o7 Miami Dale Prodoct Coitrol c I. 1.488 DOOR SECT. A-A VERTICAL SL SECT. B-B VERTICAL I .1 DLO 1)0C SECT. C-C HORIZ. MAX. DLO MAX `X WIDTH LmAx.. DLO 'X' SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) INTERIOR EXTERIOR Approval as tualtring with do Florida g !Floe CID NDAY Aileml Dede Prodnet trot DLO."..-1 , SEE TABLES 1 AND 2 AND �./ NOTES ON SHEETS 1 & 2 SL SECT. E-E PON APPLICABILITY HORIZ. (DOOR W/ SIDE LITE ude Ants WOW 66a F BrJF1° Fx � J.1. 14:41416 616:67. 66' a TUOrtlpYpElJ/6'TOSECIpN6E6 YE or maw FF �P NOKOW PL SO75 P.O. swiss Norcasta FL WPM 'i Bettor ham —I SL SECT. F -F HORIZ. (SINGLE SIDE LITE) VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT 5 te 10 11005 -1 B 1 Robot L. P. PE 030712 Strootuesl ITEM DWG # PGT# DESCRIPTION 1 943B 80411 FRAME HEAD 2 3 4 5 6 7 8 9 10 11 1 13 14 15 18 20 21 22 23 1010 80300 WSTP.,Q -LON .190 X.375 HIGH 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 955 7855X FLUSHBOLT STRIKEPLATE 938 7938X 2 PT. LOCK STRI KEPLATE 956 7956A 7832X12FP%f' FRAME HEAD STRIKEPL ATE BACKING PLATE 48-32 X .500 PH. FL. MS - S.S. W/SILICONE PATC/1 995 70996 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 952A 6533016 FLLER HEAD ADAPTER 11000 611000M OUTSWING THRESHOLD 2 16`/0 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 11001A 411001A ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) 11002A 411002A 11003A 411003A 9150 ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 HOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) 1010 60300 WSTP.,Q-LON .190 X.375 HIGH 6808 66608M REINFORCEMENT, 1.000 X2.750 X0.850, 61161-T5 1140 7EX112PSATS #8 X 1.500 PH SQ A T/S 24 25 1048 71048 JAMB SCREW COVER CAP 26 27 30 32 33 34 35 38 37 930 1118 7070 9100 911E 917 1178 913A 1130 990 914A 38 40 41 42 45 46 47 48 49 997 1023 9$8 1145 1212 9838 984B 1213 929 1139 982 50 51 52 930 41721N 710X34PFA 67070K 6910 6911 7FRMO 71058FP W,B 60378M 8TRODA 7990NLITA 60379M 7834FPT 70997 679246 41720 7BX12FPAW 7P3OGG 6983 6984 6Q200K 74UBLOK 7634F FD2TSTAY 8R180FS 41721 1 7FRSPX STRIKE PLATE INSERT #10X.750 PH. FL SMS BULB WEATHERSTRIP .187 X.300 HIGH DOOR PANEL, TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.825 PH. FL SMS TRUSS CLAMP 5/16-18 THREADED ROD 5/1618 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X.75 PH. FLTEK GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 88 X.500 PH FL SMS TYPE SOS SILL OUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 (OUTSWING) DOOR PANEL ASTRAGAL 2 (OUTSWING) WSTP.,Q-LON .190 X .200 HK3H LOCK SUPPORT ASSY. (41707 & 41708) #6 X.750 PH. FL SMS 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X,750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10X.75b''H FL SMS TEAR DWG # PGT DESCRIPTION 60 920D 6920D SIDELITE HEADER 61 9210 6921 SIDELITE SILL 82 9166 60381 S DELRE JAMB 83 1155 781PQA X1.000 QUAD PN. SMS 64 998 85 999 7998 7999 934A 61641M 87 70 712653K 71 7'1267K HEAD GASKETS (STOCKING #70998) SILL GASKETS (STOCKING #70999) =ELITE JAMB ADAPTER #12 X1.000 SHEET METAL SCREW SETTING BLOCK, 3/32" X1/0 X 1" W/PSA SETTING BLOCK, 1/16" X U2" X 1" W /PSA 72 73 92 93 94 95 96 97 98 102 103 4222A 64Z22 BEAD, 7/16" 988 BEAD, 3/8" 986 64986 BEAD, INTERIOR 1224 61P247 BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SUJCONE, DOW 899, 983 OR EQUIVALENT GLASS, 318" LAMI -1/8" A .90 PVB, 3/16" HS GLASS, 3/r LAMI - 1/8" HS, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/18" HS GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/18" HS 11008A 141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) OFF THE SHELF DEAD BOLT LOCK .504 - -1 �+ - 360 .055- R{F- -� SOUTSWING THRESHOLD CHANNEL COVER 8083 -T8 r- --- -2.750 --. 1.000 .650 -+-1 +1725..1 as TUBE MULL 8063-T5 oto th:Jsscima ioy wlihtb" NOAP Fbr�a;..,.,¢. Cod BY�9ss� tom tieVINZOGYDRIVE rtsmzm ft 34274 Kt PARTS LIST ALUM. FRENCH DOOR & SIDE LITRS IMPACT Awp W 11005-1 DOOR PANEL DOOR PANEL TOP & BOTTOM RAIL 31 SIDE RAIL 6063 -T5 6063 -T5 OFRAME HEAD 6083T6 1.479 3.000 • 1 1 0 oUTSWING THRESHOLD 6083-T6 "Pgalr thew *Wow rwF. "It'7 F.K 4.726 1.750 --►- 4.100 4.675 ODOOR PANEL INTERIOR ASTRAGAL 6063-T5 1.500 `� a.il 125I ! f .. —.558 .750 S .050 TRUSS CLAMP 6063 -T5 5.459 6.085 t 318" GLAZING BEAD 8083 -T5 r-1.750 4.726 4.675 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063-T5 72 7118° GLAZING BEAD 8063 -T5 SL HEADER 8063T6 2 SLSILL 608346 6.212 4.588 1.620 .250--+ -1 1- 37. WEATHER STRIP CHANNEL 3.000 1 8083-75 (7) DOOR FRAME, JAMB 6083-T8 �2 SL JAMB 6083 -T6 3.000 SL JAMB [ 66 } ADAPTER 6083-T6 2.125 L_ -- HINGE 8083 -T5 0.375 .125 Approwth * complying with we Florida Moan Code Do. or—TI :m7 NOAH *7 —(° A 7 Ce /D Naga Dade CbMrd � f, at A. 01.1, Rwelstw A T J.J. ADO°DOW MEd 120 (LASS /D7 4860 mama F134276 PA. 4O FL 34F74 Bruer EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE VIES IMPACT FU/W 1/2x 7 a 10 9 t L Clark. P.E. �+ar+2 Structural HEAD 1 ZONE "C" I 2 z N JAMB ZONE "A" HEAD HEAD I ZONE "D "—t'--ZONE "D" I SILL ZONE "C" d TABLE —1—ZONE-1. 3. ' HT. 9 HEAD HEAD I Z 1 A_ ZONE "P "E" in <QQ 2 SILL i —"- ONE —t ZONEF SEE TABLE 7., SHT. 9 NOTES: 1. APPROVED ANCHOR TYPES ARE: 2 SLL � 81LI. ZONE "D" ZONE "D" SEE TABLE 4., SHT. 9 HEAD I ZONE "0" P� 2 HEAD I ZONE "E" I O w O N i.� HEAD HEAD EXAMPLE I ZONE "D" I ZONE "E" � ANCHORAGE SOLUTION FORA CONCRETE OXXO INSTALLATION JAMB ZONE "B" SILL 1 ZONEI"EE"`� �ZONE"0 "�Z "E" SEE TABLE 5., SHT. 9 SEE TABLE 8., SHT. 9 �1 HEAD HEAD HEAD ZONE" I * 1 �� tZONE HEAD F" t j a ri a ,; , <XXQORQ)�> V } JAMB ZONE "B" } SILL �_ SILL - -- 4-ZONE —t ZONE TY ZONE "F" $EE TABLE 7., SHT. 9" A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4 "x83 3/4" XX DOOR ZONE "P ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL ILL 4. ZOO -4Z E- ZONE F ZONE SEE TABLE 7., SHT, 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4"H UNIT, 71 314"W + !i,• ' .; - SIDE UTES MEE SOLUTION ABOVE) • ELCO TAPCO 1, 2.114" ELCO $S4 CRETE -FLEX MASONRY ANCHORS T tzT!3y;t7r�_ 3 "MIN. O.C.FOR JAMS (ALL): 131/4" F FROM CORNE AND 231 HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. &SI LOF 1 • ANTITIES il�I�l .• .. _. IND THE CONFIGURATION ABOVE TABOVE. APpvral m cent; Plettsta Bunting Data DOAO MIYOt Dada P.udktei 7 °°G I. l�4Ndt- THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. 1007ECNNOLOGYDEDVE NOIMIS, FL 34275 FL WM ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE UTES IMPACT 7.. C1aik. PEE. PE #39712 Struaknal TABLE 3. X DOORS GLASS TYPES ANCHLx41YPE & SUBSTRATE DOM WEDTHS 25.50• TO 37.50 8, C, D LOAD MRCS WIDTH x HT. x �i 25.50 x 79.7 floflflfl' 83.75 5 flflflflfl 87.75 fl© flfl© 91. fl ®Oflfl 95. fluan© 2700 x79.7 UDCIOU 83.75 fl ©1111 ©. 87.75 131131313131 91.75 6 flQ fl flQ 96/- 29.50 x 79.76 5 1311131111 83.75 6 D101313fl 87.7 flpflflfl 91.76 6 flflflfl 95.7 000 31.50 x 79.75 5 QOM) 83.7 6 0110011 87.75 1113111111 91.76 flf130E1 95.75 Q 100Q 33.50x79.75 110111111 83.76 ©Dfl ©fl 87.76 flQ 11011 91.75 d10Dun 95.75 7 fl 10 1120 35.60 x 79.76 ©E713©0 83.75 8 1113131311 87.75 ©tl0flfl 91.75 7 © 10 0 ©E1 7 M.3113P,131 7 ©Eifl ©10000 13 C113101 iiraail 5 5 5 6 5 5 5 6 6 6 6 6 7 6 6 6 7 6 6 2 2 2 5 5 83 87. 91.75 75 i.75 6 7 7 ?127/07 TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX GLASS "MP ANCHOR & SLOBSTRA DOOR WIDTHS XX - 47.7 • TO 71.7 A, 8, C, D 2,3, WOOD 1,2, CONC LOAD ZONES b ai S WIC Ri x HT. 47.75 x79.7 Q 0Q13Q ©fl 83 .7 1111011© 87.7; fl0 ©00fl 91.7. (1!110©© 95.7 110110©© 51.75 x797.•0EI0 fl ©fl 53.7.0000©© 87.7 00fl13023 917 00 ®0 ©fl 95 1001101111 Ci0 ©O ©fl ©11! ©0 ©fl '00110 ©fl 00 ©131311 ,(1 a 0 ©fl ..000000 0111 011© 91.7. 13010110111131 95.7.0111 0110 63.76 x797 Dfl00Fm 037.131011010111111113 077 0h1flflflfl 917 0 (31101111 957(% 6 1001 67.75 x797. 130131131131101 637• - 01100110 87.7' 13[31130E1 91.7.013 10 01111 957 (i© 10 0110 71.7 79.75 0 01111110 837 • 1313E1130 113P aT 7 (JEtflflE11 91.7. (3019 OEM 95.7•(% 6 10 Emu 5515 x79 7 83.7 67.7 91.7 95.7 59.75 x 79.7 83, 87.7 TABLE 6.0 SIDE LITE GLASS TYPES ANCHOR TYP & SUBSTRA B, C, 2,3, WOOD 1,2, CONC Meg - 10.7 TO 36.7 5 6 x HT. 19.75 x 79.7 83.7 87.7 91.7 95. 12.75 x 79.7 83. 87.7 91. 95.7 19.00 x 79.7 83.7 87. 91.7 95.7 21.75 x 79.7 83.7 87.7 91.7 95.7 27.75 x 79. 83.7 87. 91. 95.7 36.13 x 79.7 83.7 87.7 91.7 95.7 36.75 x79, 83. 87.7 91.7 95.7 LOAD ZONES 0 TABLE O. XQ & OX GLASS 'TYPES ANCHOR TYPE & SU89TRATE DOOR WIDTHS '7(- 26...r TO 37.• SIDE LUTE A, 8,0,0 2,3, WOOD 1,2, CONC TABLE 7. OXO, X cOXX. XX• A, 8, C, GLASS ANCHOR SU68TRA 2,3, WOOD 1,2, CONC LOAD ZONES O x HT. 00 1 10.76 x 79.770 1 83.7:0© 1 91. 00 2 12.75 x79..0© 2 83.7..00 2 87. • OD 2 91 fl 2 95.17. 134 11 2 19.00 x 79.7'0© 2 83.7. on 2 2 91.7500 2 95.7•0© 2 21.75 x79.7..011 2 83.7+ 00 2 87.7.0® 2 91.7.00 2 95.7.11© 2 27.76 x 79.7.0© 2 83.7. o© 2 67.7 2 91.7• ©El 2 95.7: 6 fl 3 38.13 x797 O0 3 837 Q0 3 8771 ©Q 3 917. ©Q 3 95. ©fl 3 38.76 x 19. 00 3 83..60 3 877•©0 3 91. ©o 3 95.7: E% 87. 91. 3 5 4 4 a 0 CO 00 00 DO CO 0© DO DB 00 DB 00 DB 0© 00 o© DB 170 OB 00 00 00 0© CB o© 00 CO 00 DB 0© DOOR WO1HS "Y -25. TO 37. 90C' - 47. TO 71.7 MOE UIE v6 trim x HT. 10.75 x 79. 83.7 87. 91.7 95.7 1275 x79. 83.7 87.7 91. 95.7 LOADZONES QB BB BB CIB 00 BB OI© BB D© DB 13© 00 0® BB -©© BB 1117 B0 00 BB OD BB QB 19.00 x 79.7 93.7 87.7 91.7 95.7 21.75 x 79.7 83.7 87. 91.7 95.7 27.75 x 79. 83.7 87. 91.7 95.7 36.13 x 79, 83.7 87.7 91. 95.7 36.76 x 79.7 83, 87. 91.7 95,7 6 6 BB B0 00 DB BB 00 BB rim d0 e0 00 00 00 00 DB BB 00 DB 0© BB 0B 00 00 1313 6. 2 8 APPROVED ANCHOR TYPES: 1.1/4' ELCO TAPCONS 2.1/4' ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS G 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. *wont) Florida Oak 8Mad Dude Product //, rr 449 1.LL a.Ao. . complying KNe dm Code r,. W.S0 USEIWTAM.E1370 rAM8IL 'D° &ANSE YAKS 4 SONS WV' OOLUIN ADD '7 VAm6 6TYPE 8/21107 IWO TECKNOUVY SRNS KOKO fly F/.3: P.Q B0X1629 NpKOMIS 14. San 11ir1F�7 bI'tter ANCHOR OUANTTTY LOAD ZONE TABLES ALUM. FRENCH DOOR & SIDE UTES IMPACT 70101 /4 9 s 10 1100-1 L. 06.6, P.E. kE 039712 Strut:NM 3.4 KSI MIN. CONC. 2X WOOD BUCK, NOTE 2 3.4 KM MIN. CONC. IX WOOD BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 114' MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 318" 1/4" MAX SHIM WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3. NOTE 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT 1X WOOD BUCK NOTE 2 1 3/8" TYPE 1 1 314" TYPE 2 1 3/8° MIN. 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1M." MAX. SHIM 1 1/4" TYPE 1 OR 2 (CM U) 13/8' TYPE 1 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 13/4' TYPE 2 (CONC) 1/4' MAX. SHIM 1/4" MAX. SHIM --.-I 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 114' MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 13/8' TYPE 1 1 3/4" TYPE 2 1/4' MAX SHIM CONC. ANCHOR, NOTE 1 t 4 3/4" MIN. E.D. 111 '.j.*■::.4T-4- ■ $ ',' ': 1 3/4" MIN. E.D. •:/,..::::, 1.5 KSI MIN. CMU OR 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 NoTE 1 13/8' MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. EXT. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. SHIM 3/8" MIN. 12X WOOD BUCK, NOTE2 DOOR SILL MOOD) CONC. ANCHOR, NOTE 1 NOTE 3 F-1/4" MAX. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/13° TYPE 1 1 3/4" TYPE 2 • • • t, --Li 314" 3.4 KSI MIN. CONC. it IN. E.D. DOOR SILL (CONC) 1318'MIN. , 3.4 KSI MIN. OONC. MIN. E.D. SIDE LITE SILL (CONC) 114" MAX. SHIM 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) .4 UV TYPE 1 i 3/4" TYPE 2 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE OCR/NTT, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8' MIN. (TYPE 1) 0/4 1/4' S54 CRETE-FLEX EMBEDDED 1 314" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, 35 (TYPE 3) OR ELCO 1/4* S84 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (A131). 3. IF 811.1 18 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL. IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3408 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. Approved OJ "4th Fkoitla Balding Cod* Dats tO zoo 7 soAk 7 -Ow Zif._10 Miami Dads hadael Canna 14WaINS:ts5/ i.CL_L * IS'alV Aft liotokas demi* X Neeldilit 444:121Ir 4 Derms, Aothworpm nwsioNotE 1 Drava Max Shaded* Ow I XX 2107 4.4 SOW j IIIMitos a fig I 0010171011,61.11EEr. twearnv ti I Emma a" costa . wvic. TYPE '2 & 3 Oti WOOD F4 &WI 1010 1,10Kftflat "34M P.0.66X Ina 1401COSE4 Vigibly Batter ANCHORAGE DETAILS the ALUM. FRENCH DOOR & SIDE LITES, IMPACT la.finS 70 0 10 r2m 110054 B Structual BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC- 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. BNC reserves the right to revoke this acceptance, if it is determined by Miami --Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR-710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. 4127 -19, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with' ) l strevision "D" dated 06 /20/2011, prepared by POT Industries, Inc., dated 06/29/2011, signed an sea L. Clark, P. E., bearing the Miami - Dade County Product Control Revision stamp e number and Expiration date by the Miami -Dade County Product Control MISSILE IMPACT RATING: Large a iim t Resistant. LABELING: Each unit shall bear a model/ series and following statement: "M noted herein. RENEWAL of this NOA shall be considered after a renewal 'plication has been flied 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 renews and revises NOA No. 07- 0815.09 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P. E., M. S. MIAMI —DARE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26`" Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 semagardlaslutudwildita ufacturer's name or logo, city, state, Control Approved" unless otherwise Wittz„, 0 8/ 8/to AVPROYEi3 NOA No. 11- 0630.02 Expiration Date: Dumber 21, 2016 Approval Date: August 18, 2011 Page 1 PGT IndustriestInc• NOTI O:' ACCEPT zs►�1 _ 1_► C t `. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets I through 11 of 11, dated 02/28/2006 with the latest revision 1)" dated 06/20/2011, prepared by POT Industries, Inc., dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. B. TESTS 1. Test reports on:1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/I8/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 2. Test reports on:1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202 -94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FI`L- 4893, dated 03/08/2006, signed and sealed by Edmund() Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 3. Test reports on:1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202 -94 and per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) E -1 buy A. Mahar, P.E.,M.S. BNC— Product Control Unit Supervisor NOA No. 11-0630.02 Expiration Data December 21,2016 Approval Date: August 18, 2011 FGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by POT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300 -98/ 02 (Submitted under previous NOA No. 07 -0815.09) D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.Z. DuPont DeNemours & Co., Inc. for their "DuPont Butsicite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 08- 0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. 2. Laboratory compliance letter for Test Report No. FTL -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-081109) 3. Laboratory compliance letter for Test Reports No.'s FTL -4858 and FTL -4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No 07- 0815.09, issued to POT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window -- L.M.I. ", approved on 01/03/2008 and expiring on 12/21/2011. E -2 m my A. M akar,P.E.,M.S. BNC - Product Control Unit Supervisor NOA No. 11 -0630.02 Expiration Date: December 21,2016 Approval Date: August 18,2011 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES s3 THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/160 LAMI CONSISTING OF (2) LITER OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAPLEXNEEPSAFE MAXIMUM PVB INTERS.AYER B. 518" LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C. 5/18" LAWN CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS MATH AN .090 DUPONT BUTACITE OR SAFLEXNEEPSAFE MAXIMUM PVB NTERLAYER. D. 7118' LAMI CONSISTING OF (2) UTES OF 3118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E 718" LAMS CONSISTING OF (1) UTE OF 31118° ANNEALED GLASS AND (1) UTE OF 3118" HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB 84TER1.AYER. F. 7/16" LAMI CONSISTING OF (2) L1TE8 OF 3/15" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 0 13118" LAMI 10: (1) UTE OF 118" OR 3118" ANNEALED (MIN.) GLASS, 8/10" OR 3/8"AIR SPACE AND 8118" LAMI CONSISTING OF MUTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/18" LAMI 10: (1) UTE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 5/18" OR 3/6' AIR SPAN AND 81160 LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .01X) DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INI'ERLAYER 5.13/160 LAMI 10: MUTE OF 113" OR 3118" ANNEALED (M IN.) GLASS, 6018" OR 318 AIR SPACE AND 61160 LAMI CONSISTING OF (2) LITF-8 OF 1/8" HEAT STRENGTHENED GLASS MOTH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER .1.13/18 LAMI 1G: (1) UTE OF 1/8" OR 3/18' ANNEALED (MIN.) GLASS, 3/160 OR 1/4" AIR SPACE AND 7118 LAMS CONSISTING OF (2) UTES OF 3/160 ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. K. 13118" LAMI 13: (1) LITE OF 1/8" OR 3/160 ANNEALED (MIN.) GLASS, 3118 OR 1/4" AIR SPACE AND 718' LAMI CONSISTING OF (1) ME OF 3118" ANNEALED GLASS AND MUTE OF 3118 HEAT STRENGTHENED GLASS 'WITH AN .090 DUPONT BUTACITE OR SAFLENKEEPSAFE MAXIMUM PNB IITERLAYER. L. 13/18 IAMB 10: (1) LITE OF 1/8" OR 3/160 ANNEALED (MIN.) GLASS, 3/160 OR 114' AIR SPACE AND 7/160 LAMI CONSISTING OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS MATH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: g, Kg, X C, 3. DESIGN : (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1302. d. ANCHORAGE THE 331/3% STRESS INCREASE AM S NOT, BEEN USED IN THE DESIGN OF THIS PRODUCT. $EE SHEET8 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. PRAMS AND PANEL COIF SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858, FTL-4859AN0 FTL -630. moo TEXTRON NOV 04-0721.01, 03.0228.05 ANSI/AF$PA NOS-2005 FOR WOOD CONSTRUCTION ADM -2008 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF TIE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (.44 12j. 9. FOR INSTALLATION IN THE H4HZABOVE 30 FT, GLASS TYPES O - L SHAWL HAVE A TEMPERED 1.0. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMPIN UNCHANGED. NOA DRAWING MAP SHEET GENERAL NOTES...... 1 GLAZING DETAILS.. 2 DESIGN PRESSURES...«3 « «4 VERT. SECTIONS , 5 HORIZ CORNER DETAIL 5 ANCHORAGE...—,,–..–8-11 PRODUCTIOWEED 8eoa4U pIadla ANNadmodldo I• * - 0.42 eVato leolOr JJ! testis e/1 tenrbow D F4C INGOT Rweibt F.K 1417/00 RK warble Iterkkoe C B A 19CAMBE TENRWED +31k7NOT@. ADD FR.4830 TONNOTE9T9CHE NOTE BTO CuRRENTELVr. CHANGE RPA87ME 1 a I OW IOThD* OWaa� . �4 GENISRAL NOTES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT naelwe wino iN x3 a1 11 ' Ietilb 4127 -10 I a f 0 0 0 0 0 112° NOM. GLASS BITE 80,61 ,82 �r 1 1/8° ANNEALED elpflUMMMIMqVlielEftlASS .060 SOWTIA OR DUPONT PVB INTERLAYER 118" AN 0118" NOM. 6/16" LAMINATED GLASS 112° NOM. GLASS BITE 66,67,68,69,70,71 112" NOM. GLASS BITE <] EXTERIOR INTERIOR E (ALL sEOl1ONS) 3118 °ANNEALED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALEDENSTHENEEPGLASS 7/18" LAMINATED / 7/16° LAMINATED GLASS LLJ ° mow' \ 0 0 t 1/8 ANNEALED OR HEAT STRENGTHENED GLASS 4 .GIG SOLUTIAOR DUPONT PVB INTERLAYER 1W ANNEALED OR HEAT STRENGTHENED GLASS Wir LAMINATED 0118" OR 3/e" AIR SPACE 1/11° OR 3118" ANNEALED (11.) GLASS 13/18" NOM. 13/16" LAMI IG GLASS WI 6/16" LAMI _; 1IY NOM. GLASS SITE 3118° ANNEALED OR HEAT STRENGTHENED GLASS ZOO SOLUTIA OR DUPONT PVB INTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED mass me* INMATE() 3118" CR 1141° AIR SPACE W or 3118"ANNEALED (MIN.) GLASS 13118" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI FOR INSTALLATION IN THE HVMZ ABOVE 30 FT, GLASS TYPES O - L SHALL HAVE A TEMPERED 1.0. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. canwlyb8 tlmNBL Florid* I)gpdT *Ws Amap a=No ^ + ..t72 1 4 P 4 AISP NO J omensttotooveR vii %P. NO1c0M16 PL 314 ErGT Visibly Dater _GLA,ZING DETAILS ALL M. HORIZONTAL ROLLER WINDOW, IMPACT fs aftanat M 7W I Full 12 s 11 I 4127 -10 f 0 "I L aark, P.E. PE 113®712 cwt TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 28" 38" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60,0 +60.0 -N.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 98" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 40.0 +56.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -N.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -56.2 +62.3 -52.3 108" A,B,G,H +60.0 -60,0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 .80.0 +54.6 -64.6 +51.7 -51,7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +69.5 -59.6 +536 53.6 +50.9 -50.9 UP TO 111" 0,1 +60.0 -60.0 UP TO 111" D,E,F, J,IC,L +76.0 -75.0 TABLE 2. XOX 1/3 1/3 113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS LIP TO 53" FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED 4.0. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. TO 88 7/16" TO 86 7 /l• A,B,C, ,11,1 F, J, K,L +60.0 -60.0 +75:0 -75.0 TABLE 3. Off( AND �O FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH WINDOW HH Ir40411,21111 75A +76.0 75.0 ! +75 0 wan GPI fl +75 0 _76.0 76.0 +76 0 MEM A,B,G,H +76.0 75.0 +76.0 -76.0 +75.0 -76.0 +75.0 76A ', CM +76.0 +76.0 76.0 -75.0 +76.0 +75.0 +75.0 76.0 <., -75.0 +75.0 -75.0 +76.0 -76.0 +75.0 -76.0 -76.0 76.0 +75.0 +74.2 -76.0 -75.0 -76.0 -76.0 +68.1 UP TO 74" GLASS TYPES: TEST REPORT FTL-4858 (XOX), F11-4659 (OX & XD) AND FTL5330 6116" LAM)- (118" A, .020,1/8" A) B. 5/16" LAM1- (118" A, .090,116" HS) C. 5116" LAMI - (118" H8, .090,116" HS) + . 7/16' 1AM1- (3116" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7116" LAMI - (3/18" HS, .090, 3/16" HS) J dealt 1 Irbil rid a9 companlyNocodawiththe PAuWa AocaNanomiable 11# 1 • G. 13/16" LAMI IG -1/8" OR 3/16"A GAIN.), 6/18" OR 3/8" AIR SPACE, 5116" LAMI- (1/8 "A..090,1 /8"A) H. 13/16" LAMI IG -1/6" OR 3/16"A (NM.), 6116" OR 3/8" AIR SPACE, 6/16" LAN - (1/8"A, .090,1/8"HS) L 13/16" LAMI IG -1/6° OR 3116"A (MIN.), 5116" OR 3/8" AIR SPACE, 5/16° I.AMI - (1 /8'HS, .090,1/8"H8) J. 13118" LAMI I'G -1/8" OR 3/18"A (MIN.), 3/18" OR 1/4" SPACE, 7116" LAMI - (3/16"A, .090, 3/18°A) K. 13/16" LAMI IG -1/8" OR 3/16 "A (MIN.), 3/18" OR 1/4" SPACE, 7/16" LAMI- (3/16"A, .090, 3/19 "HS) L. 13/16" LAMI 1G-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/18 "HS, .090, 3/16"H$) RSCAPTOBETEMPERED 43DFTNO?E. POMPTON& tFflA7O MIME VIDO•020Pa TOASTM 1900•02 1070 TEOHNCHOPI ORME ,PL34470 P.O. F1,$ fsT4 DESIGN PRESSURES 4127 -10 Oft, P.E. PE 132T12 SUaolwd 64 6f18" MAX. DLO FIXED 27316" 2731" MAX. DLO MAX. DLO VENT FIXED 110" MAX. WIDTH I.F. FRAME 111 MAX. WIDTH FLANGE FRAME 86 7116" MAX. WIDTH I.F. FRAME 711$° MAX. WIDTH FLANGE FRAM DETAIL B - XOX (1/4-1/2-1/4) DETAIL C - XOX (1/31/3 -1/3, 33 9H8" MAX. DLO FIXED 33 9/16" MAX. DLO VENT NOTE: 1. SEE MEET 6 FOR VERTICAL ADD HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL 6731° MAX. DLO ALL FIXED LIl ES 6W MAX. DLO ALL VENTS Or MAX. I.F. FRAME ALL COW*. l.F. FRAME C 77 MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME WOGS weile ri. _ire "I tL 4,. Lut � IMPACT Ruben L Chat, P6, P6 #39112 s! f141 DWC / DESCRWTK)N MAIL PG1'# ffF D VI Dffi1C1UPTOON 1 MAUL 1 PGIW 1 4102 A FLAN( FRAMEHEAD 6063 T6AL 612237 66 IAS 3/16 LAM110 V8"A IN 315"AIR SPACE 5116" LAM1 118"A .090 1/8"A 4025 SASH STOP STD ANTILIFFCUP 6063 -TS AL 612244 67 " 13/16" LAMI IOI/"A J14 3/8"AIRSPA 5/16" LAMI (1/8'A, .O90PVB 1 /8"HS 2 #8X3/4PH. PAN HEAD 7834AA 68 " t3/16"IAMII04/8"A MIN. 3/8"AI1tSPA 5/16" LAMI 1 /8°HS 090PVB 1/8"H 3 4053 SASH STOP COVER SASH STOP 6063 -T5 AL 69 ° 13/16" LAMI I03/16 "A IN. 5116" AIRSPACE. 5116" LAMI 118" .090 P\ I/8"A 4 4136 FLAN(EPRAMESILL 6063 -T6AL• 64136 70 13/16" L1MI1O.3/16"A IN. 5l16" AI1SPACF45/16" L .41 118"A .09OP! 1/8"I 6 4137 S1II.ADAPTOR 6068 -TEAL 64137 71 L3/I6"LAMI103116"A IN. 5/16"AmsPA 5/16"LAMI 1/PH .O90P 1/8" 7 4131. ROLW TRAG2S 6063-T6AL 64131 72 " 13/16" LAMI IG118"A IN. 114" AIRSPA 7/16" LAMI 16"A .090P 3/16"A 8 71298 1626 40 A WEEPHOLECOVFR ADHBS1VBfF4CELLFOAM PAD FLANC FRAMEJAMB POLYPROP, 6063-TEAL 71298 7PAD1626 61222 73 " 13/16" LAMI I0.1/8"A 1/4" AIRSPA 7 /16" LAMI 3/16° .a90PVD 3/16"151 10 74 " 13/]6" LAMI Iti 1/8"A:. IAI. 1/4° AIRSPA ?!16' LAMI lb" 490P� 3116° 12 75 13/16"LAMIIQ- 3/16"A IN. 3/16"AIRSPA 7 /16"LAMt 3/16"A .O9OF 31i6"A 13 76 13/16" LAMI 1O.3/16"A MIN. 3116" Am SPA 7/16" LAMI 16"A ,O9O PVB, 3/16"HS 14 4134 CASKET POR MAIlV FRAME S11I J ®1NT 413 74134tV /K 77 90 ° 1014 13/16" LAMI I i 3/16"A IN. 3/16" AIR SPA 7/16" LAMI 3/16'11 .090 3/16 "H IS II35 #8 X 1:000 SMS A 4110 O .ADPAi. SCRBEN ADAPCOR 6063 -T5 AL 641100 Isc RAME HOR. & WL 31OS.W4 AL 16 91 1 ISC2t 1 C R1 F KEY W/RINC S f POLYPROP. 17 4054 13 FIXEDMEBTINORAIL 606313D -T6AL 64054A 92 1831 R I5c13J3 SNCORNERKEYW /OJrmNd POLYPROP. 19 4066 WSTP .187X FIN SBAL 640660 93 iM3 SCRE N SPRriNO ST.ST. 21 4105 SASH TOP &B037Y)MRA1L 606:TSAL 6122x10 94 1624 BCRP�1SPLiNE•.135DLA.FOAM RMPVC 22 1683 WSTP Z5OX,27OHA FINSEAL 616830 95 1635 SG ISPLINE- .135D1A.HARD FdNPVC 23 223-1 ROL LERHOUSINO& GRAD$ 42112HD 96 SCR N CIATH 24 226 13MSSROLLERWHEHS BRASS 7IM WHL2 29 4128 HORIZONTAL 1t0LLER SASH TOP C6J1DE POLYPROP. 44128N veNA PlaAda nme N• is 32 4006 1235 D SASH MEE17N0 RAIL WSTP 170X .270BA� PINSEAL 6063HS -T6AL 64006 678160 2.710 IEL _r 33 35 1096 SWEffi' LATCH DIE -CAST 71096 36 1016 #S X .625 PH. FL SMS 7858 37 4126 SASHSIDERAIL 6063TSAL 64126 2.62 38 1683 WSTP X .27OBACIC, FIN SEAL 616830 7070 BULBWBAThERSTRIP.187X275 67070K 39 40 ______ LIFT RAILCOVBRCAP 74078"C" LCRtR 41 4139 1.F. FRAMEHEAD 6063 -T6AL 64139 Q� I.F. FRAME HEAD 42 4140 4141 1.F. FRAME S1LL 1.F. FRAMEJAMB 6063 T6AL 6063 -T6AL 64140 64141 43 50 (LAZ1N0SIIJCONE DOW 899, 995 OR IVALENT 51 1224 VIiQYL CS AZINOBFAD BULB 801P247W 11 318.^ 52 1225 VINYL(IIzAZJN0BEADBUL3 61'P248X 2384 53 4039 B QAZLNOBEAD- 5/16" 6063 --TSAL 644391 L S4 4044 B (BAZINOBEAD -5/16" W/GULLKIT 6063 -T5 AL 644703 .082 55 4222 • A CHAZ€NCIBBM -7/16" 6063 TS AL 64222 56 985 C (IIAZINOBEAD - 7/16" WXIRIILKIT 6063 TS AL 6985 1 L==tIJ 59 4067 CLAZLNQBEAD- 13/l6" 6063TSAL 64067 60 CBAS 5116" LAMI U8" A 1/8" A ) I.F. FRAME JAMB 710 " .090 5/16"IAMI 1/8 "A ,090PVB 118" / #4141,6063-T6 Eiol7eril.C�tr.P.E. 61 62 " 5116" LAMI 1/8" HS .(990 1/8" HS 63 " 7/I6" IAMI 16" A .090 PVB, 3/16" A " 7/16" LAMI 16" A .090 3/16" HS I.F. FRAME SILL 64 65 " 7/16" LAMI 16" 138, 0PVB, 3/16" HS ,42 #4140.8083 -T6 ak 320/11 0 4DPmG11WES oror vomve NCOV.FI.3Th P.O.BFptt82B Hotaon ,Hamra PAR7SLISr �m ALUMHOREONTALROLLERWINDOW IMPACT • FJC 41817 1 C IAVDAU41 42 &4$ P.AG II 1LVfT 9 1�l iHl88iP�T d,I %L&D6 t2atbly Beraer e"ss�a" t&l719 a+"e NTS 8 '"1l 4427 -10 " p P 1 1 I ! 1 2.710 J 0 FLANGE FRAME HEAD #4102A, 0063-T6 490 —1.461 SASH STOP #4028, 6063 -T6 L.34� 21 SASH TOP & BOTTOM RAIL #4133,11063•115 .060 1.088 0 GLAZING , 8/16" #40448,76 (USED WI GRILL KIT) FLANGE FRAME SILL 84136.9653 -T8 0 HORLZ. ROLLER TRACK 84131, TO -w-I 1.o1 I►-- / SASH MTG. RAIL 840060, 0003HS-TEI 878 1.096 SS GLAZING BEAD 7/16" #4222A,8 76 CD FRAME SILL ADAPTER 84137, 0083-T6 17 FIXED MEETING RAIL #40648,0003HD -T8 .0130 1.116 1 .1 T 0 } GLAZING BEAD, 7/16" �✓' 0986C, 8083 -T6 (USED IN/ GRILL 1M 040 .738 (� SASH STOP COVER ./ 84063, 6003 -T5 13 FLANGE FRAME JAMB #4002A,008348 .060 .1178 1.01 F 0j GLAZING BEAD, 5/16" 8403981, 0063 -TS 1 683 .060 - 1.067 S8 GLAZING BEAD, 13/16° 84007,3 -TS Papp= Romeo as aimplytwi m°w10t "waft cow JJi 8.0611 Rabbi: O. PK) CMMSE 7788SHET NO CHANGE 7188 SHEET • °r+ PJC WNW A„e°as C FIG• S 10/0708 p 8 " NOI NNG8 TH18 SHEET G°°n as! mse111110 ode FJG 208!08 J4 *8568 4070111CH 101AGYONLY$ waeoema, PN.3085 P.O. 908 Pl.306 EIGT Webb after EXTRUSIONS ALiIM. HORIZONTAL ROLLER WINDOW IMPACT 4127-10 D PE X712 Structural ANCHOR QUANTITIES, XOX 114- 1/2 -1/4) MOMS TABLE 4 NOTES: 1. 1-1/4' E TYPES: 1 -1l4° ELCO TAPCONS 2 - 1/4" ELCO S64 CRETE -FLEX IBC 3 • #12 STEEL SCREWS (G5) ANCHOR GLASS TYPES A,B,C.G.H,I GLASS TYPES D.E,F,J,K,L 2,3, WOOD 2, COQ t CC�RC 2,3 Woo 2, CONC t CONC & SUBSTRATE 4" 'r . ! "YT '.v1 <► * "+ ,f+T WINDOW SIZE v HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL S 3- HEAD & SILL 12 3. HEAD & SILL 2 GLASS TYPES: '� A. 5/18° LAW - (1/8" &MO,118" A) B. 5116' AA4I - (118 A34500 H8) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0,i - L SHALL HAVE A TEMPERED I.G. GLASS CAP. 80711 THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 53.1285 3&376 �© 1 +02+1 +02+10 1 +02+1+02+1 ©1+02+1 1 +02 +1 +02+1 © 1 +0,2 +1 +02 +1 � 1 +02+1+02+1 2 1 +02+1+02+1 a 1 +02+1*C2+1 /1 C. 7/18" LAMI - (3/1 H3,. 90, 311 A)) 0 D.7M6°LAMI- (3118 "A,.t�,3/16°A) 1 +02+1 +02+1 3 1 +02 +1+02+1© 4+02+1 +02+1 1+02 +1 +02+1 lal 1 +02+1 +02+1© E. 7/18° LAN.. (3110' A,.090, 3/16' HS) G.13/16" LAMI 1G9 /8' OR 3/18° A (MIN.), 8M6° OR 3i" SPAN, 5/16" LAMI - (1/8" A,.090, 118" A) +02 +1 3 1 +02+1 +0 +1 a 1+02+1 +02+1 3 1+02+1+02+1 ©1 +02 +1+02+1© =moo 1+0211 +Ce+1 © 14C2+1+C2+1 D 1 +62+1+(x+1© 1+62+1+12+1 a 1+02+1 +02+1©1+02+1+02+1 ® 1+02 +1+02+ 1 a H.13116" LAMI 1G -1/8" OR 3/16" A (MIN.), 6116" OR 3/8 SPAN, 5118" LAMI - (1/8" A,.0110, WO" ,.0 ,18" HS) I. 13/1W LAMI IG -1/8" OR 3H6" A (MIN,), 818" OR WV SPACE, 6/18 LAME - (WWI-M.050, li HS) a J. 13116" LAMI Ki -1/8 OR 3/16"A ( MIN.). 3/18' OR 1/4" SPACE, 7/16" LAMI - (3/18" A..090, 3/18" A) K. 13/16° LAMI 53 -1/8" OR 3116" A (MIN.), 3/16" OR 1/4' SPACE, 7/1$" LAMI - (3118" A,.090, 3/15° HS) L 13/16' LAMI 10 -1/8' OR 3148 A (Mild. ), 3/16' 1/4 "SPACE, 7/16" LAMI - (3/18 HS, 500 3/16' Imo) 1 +02+1 +02 +1 1 +02+1+02 +1 © 1+4x+1 +02+1 3 1 +1x+1 +02+1 1+62 +1 +03+10 1402+1+02+1 3 1 +02+1 +02+10 1 +02+1 +02+10 1 +C2+1+C2+1 1+{x+1+02+10 a 1+0x+1 +02+101+C2 1+03+1 +0#1© +2+42+1© aggsgg g 1+02 +1 +C2+1 a 1 +0x+1 +02+1 a 1 +0x+1 +02+10 1 +02 +1 +02 +1 3 1+02+1 +02+101+c2 +1 +02+10 1 +12+1 +1x +1 0 1 +0,2 +1 +02+101+02 +2+02+1© 1+1x+2+02+10 3 1 +02+2+02+1 3, WINDOW ANCHOR QUANTiT1ES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. a HEAD & SILL 101/2" MAX. ON EACH SIDE OF MEETING RA& CENTERLINE. 283/4° MAX. FROM FROM 6:ORMERS. JAMBS: 9" . FROM CORNERS AND 2;21/2' MAX. O.C. a TABLE KEY: 1+62+1+02 +101+0 2+1 +0+1 ©1 +02+1 +02+10 3 1 +02+1+0x+1© 1 +02+1 +02+10 1402+1+C2+110 1 +12 +1+02+10 1 +02+1 +02+1 1 +02+1 +02 +1 ©1 +0x+1 +02+1 1+62 +1 +02+10 1+03+1+02 +1 Q 1+0x+1 +62+1© 1+02+1 +0 2 +10 1+02+1 +02+10 1+02 +1+02+10 ©1 +C2+1+02+1 1+03+2 +03+10 ©1 +03+2+0+1 1+02+1+02+10 1+02+1 +02 +10 1aC2+1+02+1 ,,,,, ,.. . ,.. 48.000 80.625 54.00 60.000 63.000 1+02+2+02+1© 1+02+2+02+1© 1+02+2+02+1 ©1+02+1 1 +02 +1+0,2+1 2 1+ 0x+2 +02+1© 1+02+2 +101 +C2+2+C2+1 a 1 +02+2+12+1 X Q Q X �1+C3 +4+x+1 1 3 ��— HOR QUANTITY PER JAMB 1+(2+1 +02+1 3 1 +02+2+0;2+10 1 +02+2+02+101 1+02+2 +02+10 1 +02+2+02+101 +02+2+02 +101 1 +02+2+02 +1 +02+2+02 +1 +02+2+(2+10 ©1 +02 +2+02+10 3 1 +03+2+03+1© +02+1©1+02 +02+1+02 +1 +2+02+10 a 1 +02 +2+ +10 1 SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCH� CENTERED 1 +02+2+02 +1 ©1 1 +02+2+02 +1 1 +02+1+C2+1 3 1 +02+2+42+1 1+02+2 +0,. +1 1 +02+2+02+1 3 1 +03+2+0x+1 AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL (3' MAIN. O.C. ANCHOR SPACING) 1 +02+2+02+1 1 +02+1+02+1 3 1 +03+2+03+18 1+03+2 +03+181 +02+2+0x+1 3 1 +03+2 +03+18 84.000X 38.375 48.000 50.025 64.010 �L00C 63.000 1 +02 +2+02+10 1 +02 +2+02+1 ©1 1 +(2 +2+02+101 +02+2+02 +1 +02+2 +0x +1© 1+02+2+62+1 2 1+02+2+02+1 a 1 +(2 +3+02+1 a ©1 +02+2 +02+10 11.0 +2 +02+1 a 1 +02+2+02 +1© 1 +03+3+03+10 1 +02+2+C2+1©1+dx+2+02 1 +02 +2+02 +1 ©1 +1 +02 +2+02+1 ®1 +0 2 +2+02+101=1=0 3 1+02+2 +02+1 a 1+02+2+02+1 a 1 +02+2+02 +1 ©1 +0343+{+100 �;�{ 3 1+GW3 +0;4+1 ©1 +02+2+02+1©0 1+02+2+02+1 D 1 25 3/4" max. .-.. -f f +-3" MIN. 1 1 +02+ 2+02 +1 a 1+02 +2+{2+1 31+C2+2+02+1 1 +02+2+02+1©', +0x+2+03+1 3 +03+2+09+1 a 1+03+2+03+1©1+C2+2+02+1©WiM4ii 1+1x+2 *03+1 paoDucrmsav ido I( - Ch DaW "-Ili 0.0147 rr i r7+,7,'7',. 4Pj T':`, tP 1 �( 4 1 1 1 4 114 Q 108,378X 38375 48.000 50.525 54.00 MOM 63.000 1 +0,`2+2+02 +1 2 1+02+203+1 2 1 +02 +3+02 +1 1+02+3+02 +1 1 +02+3+02 +1 2 1 +02 +4+02+1 T---`--......—~ TYP._ 1 +02 +3+02 +1 3 1+02+2+02+1 3 1 +03+3+03+1 1+03+3+03+1 1 +02+3 +(2+1 3 1+02+4+03+1 • tam RAS., 1+02 +3+02+1 3 1+(2+2+02+1 3 1 +03+3+03+1 1+03+3+03+1 1 +03+3+03 +1 3 1 +0x+4 +03+1 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +03+3+03+1 3 1 +02+2+(2+1©1+03+3+03+10 1 +03+3+03++110 1 +03+3+03+1 ©1 +04+4+04 +10 (SHOWN 114 TABLE KEY ABOVE) 1 +03 +3+03+1 a 1 +02 +2+02+1 3 1 +04+3+01+1 a ili�iii1 10 El 1+04+3+04+1 1+03+3 +03+1© 10 1+04+3+003+1 c==ED ©1+05+4 +05*1© 1+03+3+03 +1 Q 1+02+2+02+1 3 1+C4+3+0.4+1 3/4" MAX. 111,0005 38.375 48.000 6881$ 54.000 60.000 83000 1 +02+3+02 +10 1+02 +2+02+1 2 1 +0x+3+02+1© 1+02+3+02+10 1+02+3+02+1 a 1+02+4 +02+1 a 1 „['^,_ WREF, VW TYP. M 1+C2+3+02 +1® 1 +02 +2+02+1 a 1 +03+3+03+1 a 1+03+3+03+103 1 +1x +3 +02+1 ©1+03+4+03+10 1 1441 i i 0 1 1044--11-- 0 X Z z, d. Robot GI9r1, PS. PE 242 Steam 9+02+ 3+02+1 0 1 +(2+2+02+1 ©1+09+3+03+1 a 1 +0,3 +3+03+1 ©1 +( 3+03 +9 0 1 +03+4+12+1 0 1 --» X 1+03+3+0.4 +1 Q 1+02 +2+02 +1 a 1 +03+3+03+1 0 1+0,3+3 +03+1 0 1+03+3 +C3+1 a 1 +04+4+04+1 a T 3 MTG. RAIL, TYP. 1 +03+3+03+ 3 1+02+2+0:2 +1 3 1+04+3+04 +1 3 1+04 +3+04 +1 4 1 +C3+3+C3+1 3 1 +04+4 +C4+1 1 +03+3+03+ 3 1 +02+2+02 +1 3 1 +04+3+04+1 3 1 +04+3+04+1 4 1+04 +3+0441 3 1 +05+4+05+1 4 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS Rana,* ,rJ: *4+ 1 MO** _. CAP 710 :: IMPERat WIPP NOTE ANCHORAGE SPACING, XOX (1/4 -102 -114) FJG 411307 1�lTAS 9 i1FD4TE TAME 4 SELECT VALUES DUE TO ANCHOR CAP. 1404, ROWSEANCHORAGE AI;WARLSSILL1��i19T4Rt8 48.8 1 lerrolEC40*01ORY�YE POW S% PN�FLS 4 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 103 RIG d,d ti?sYL(y 2 r smeuaa HPt710 er I NTS �e 18 a 11 141 41127 IQ D ANCHOR QUANTITIES, XOX (113.1/3 -113) WINDOWS TABLE 5 NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 - 1/4' ELCO S,S4 CRETE -FLEX 3 - #12 STEEL SCREWS (95) GLASS 1YPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE . & SUBSTRATE 243. WOOD 2. 00163 1, OONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE v 11 HEAD & SOl HEAD & SILL -' HEAD & SILL " HEAD & 61.L HEAD & 801 " HEAD& SILL � A. 4 /1&" LAM . t iBN a nan +Hw a� <�� FOR OMSTALLAT00N IN THE HVHZ ABOVE 30 FT, GLASS TYPES 01- L SHALL HAVE A TEMPERED LG. GLASS CAP. BOTH THE DP AND ANCHOR QUAIV TW REMAIN UNCHANGED. B. 1 /fir 6" LA/8I - (1w A.0913. 118" HS) 48.000x38.375 48.000 60,625 54.000 60.010 63.000 1 +02 +1+00 +1 2 1+02 +1 +132.1 2 1 +C2+1 +02 +1 2 1+02 +1 +02+1 2 1 +02 +1 +02 +1 2 1 +024-10:1 +1 2 " ' . +. . 1+ 082+1 +02+1 ©11 C2 +1 +020 1 +02+1+02 +1© 1032+1+02 +1© 1 +(x +1 +(� +1© 1+C2+1+i 2 +7 Q �'� :�A 1 +'IIk 11 1. ii :li' L ti[1LC °A,. 1 +02+1 +00 +1 © 1+02 +1 +02 +1 © 1 +02+1 +C2+1 © 1+32 +1+02 +1 0 1+02+1+02+1 © 1402 +1+02 +1 • ° AML- /16 T 6' HS) � F. 7118 LAMI - (3118 HS „t0�, 3118 HS) G. 13118 LAMI 1G -1/B° OR 3/16” A (MtN.), 5/18" OR 3/8! SPACE, 5/18 LAMI - (1/5"A,.090 16"A) 1 +02+1 +02 +1 1+02 +1+6E +1 3 1 +C2 +1+02+1 1 +02 +1+02 +1 1402 +1 +02+1 3 1402 +1 +02 +1 1 +02+1 +132 r1 1+02 +1+02«1 3 1 +02+1+r +1 1 +31 +1 +02+1 1+02+1 +02+1 3 1+02+1 +02+1 H. 13116" LAMI 1G -1/8 OR 3116" A ( MIN.), 5/16" OR 315° SPACE, &H8 LAM - {V8" /4,-080, 1/8" HS) 1 +132 +1+02 +1 1 +02 +1+02+1 3 1+02+1+02+1 1 +02+1 +02+1 144.2 +1 +02 +1 3 1 +33+1+03 +1 I. 13/18 LAMI 1G -118" OR 9118° A (MIN.). 8/16 OR 318° SPACE, 5118 LAMI - {118 HS, x},1 /8° H3) ).13/16 LAMI IO -118" OR 3H8 A (MOM.), 3N8 OR 1J4" SPACE, 7H6" LAM -{311 "A,.OaO 308 A) 83.125x38.375 48.000 80 628 54.000 80.000 63.000 1 +02+1+132+1 1+0241+02+1 2 1+( 2 +1 +(� +1 1+02+1+02+1 1402 +1a( +1 2 1+t +1+02+1 K 13 /18` LRMI 10 -1"031 18 R 8 A (MOM) 3115 OR U4 SPACE, 7/18 LAddi - (3/18A 090, 3118° HS) 1 +C2--1+C2+1 1 +02 +1 +02+1 ©1+02+1+02 +101 ©1+31 +1 +02+ 1 +02+1 +02+1© Q 1 +132 +1 +02+1 1+02+1 +02+1©1+02+1 ®1 +G2 +1 +02+1 +31 +1© Q 1+02 +1+02+1 1+32.1 +02+1© L 13/16" LAMI 14 -1/8" OR 3/16` A (MIN.), 3/18 OR 114" SPAC, TM8 LAMI • (3/16°M,.090, 3/16' H3) Q 3. WINDOW ANCHOR ARE PER ADJACENT THE ©1 +02 +1+02 +1 1 +02 +1+•02 +101+02 +1+02 +101402+1 +02+10 1 +3241 +02+101+02 +1 +02 +1 El 1402 +1+02 +1© QUANTITIES TABLE AND BALD ON FOLLO1NING DIMENSIONS. FOR WINDOW SIZES NOT SHOW, GO TO NEXT LARGER iMNDOW IN TABLE. ® 1+02+1+02 +1 0 1 +00 +1+02.1 0 1 +0241+32 +1 © 1 +02+1+31 +1 Q 1+0201+02 +1 © 1+C3+1 +03+1 1+02 +1+02+10 1+02 +1 +02+101 +cz+i+C2 +1 ©1032+1+02010 1+02+1 +02410 1 +03+1+33+1© HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE " M CORNERS 8 0.3. TABLE 60.000x 38.378 48.000 50.625 54.000 60.t� 6,9.000, 1 +02+1+02 +1© 1+02+1+0241 ©1 +02+1+(0 +1 ©1 +02+1+02 +1 ©1 +02 +1 +02+10 1+02 +1+02 +1© 1+02+1+02 +1 ©1+02+1+02 +1 ©1432 +1+0:2+1© 1 +02+1+02+1© 1+02+1 +02 +1 ©1+( +1 +132 +1© fl 1 +024+02 +® 1+ 8+ 1+32+1 ©1402+1402+1 ©1402+1+02 +© 1+02+1+02 +10 1+02++02+ 1+02+1+02+1 1+02 +1+02 +1 ©140241+01 +1 Q',1 +02+1+02 +10 1+02+1402 +10 1 +03+1 +(0+1© A 2 11+03+1 +C3+1 r3 1-4--ANCHOR QUANTITY PER JAMB 1 +02+1 +02 +181+ 0241+02 +181402+1+02 +181 +32 +1 +02+1 El 1+02 +1+02 +1 1+03 +1 +03+18 j AND81LL 1 R IjM1)TTI ES 1+02+1 +32 +1 1+4.2 +1 +02 +1 1 +0201 +02+1 1+03+1 +001 1 +0201 +02 +1 B 1+03+1+03+1 {I wow* 36375 48.000 50.625 84.000 60.000 63,000 1 +02+1 +02+1 ©1 +132 +1 +02 ►101 +02+1 +02 +1©' 1 +02+1+02 +1©1+02 +1+32 +1© 1+0+1+02+10 0 1+«2+1+02 +1 A CLUSTER (3) ANCHORS CENTERED ON EA REEL ABLE (1) 1 +02 +1+02 +1 1+02+1+02+1 © 1+0.1 +1 +02+1 3 1+02 +1+02+1 3 14082+1 +02 +1 3 1 +02+1 +02+181 0 1402 +1+132+1 +02+1+02 +18 © 1 +132 +1+02+1 � E ANCHOR T EACH ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (8) ANCHORS TOTAL AT HEAD AND SILL. (g" y O.C. ANCHOR SPACING) 1+02 +1 +02+18 1+03+1 +03+1 1+02+1+00 +1 3 1+02 +1+0 2+1 3 1 +02+1 +02 +1 1 +00+1 +02+1 1+02+1 +02+1 1+403+1+03+1 1+02+1+02+1 Q 1 +03+1+03+1© 1 +(2 +1+02 +1© 1+03 +1 +03+1© 1.00•+1+03+•4 1 +02.1 +02+1© 1+32+1+02 +1 3 1 +03+1+03+1©1 +03+1+03+101+02 +1 +02+1® 0 r' ?4.000* . 375 -- 4&0 80.525 54.E ,4. 1 +02 +1 +132 +1 (31 +02 +1+02 +1©1402 +1 +02 +101 +02 +1+02+1 (31+02 +140 +10 0=E 1 +00 +1+02 +1(3 1 +03 +1403+1 0 0 1 8T. 0 T. 25 3/4" MAX - -+- 1' -3° MIN 1 +00+1 +02+1 0 1 +02 +1+02 +1 0 1402 +1+00 +1 ©'1 +02+1+02 +1 1 +00+1+02+1 0 90 n 1+02 +1 +32 +1 0 1 +00+1+02 +1 0 1 +132 +1 +02+1 0 1+03+1 +03+1 1 1 M x0 1 --h --8 O t 1 x 1+0041+02+ 101 +02+1+02 +101+02 0 1 +02 +1+02 +1 +1 +32+ 101 0 1 +03+1 +03+1 +02+ 1+02+101 0 1 +03+1 +q +1 +02+1+02+101 0 1 +32 +1+C2 +1 +03 +1 +03 +10 0 140,3±1 +33+1 1 +0241+02 +1 63 000 1+ 0341+ 024101 +32+1 +32+101+03 +1 +03 +101+03+1+03+101+02+1 Q 1402+1402 +10 +02+10 +1x3+1 +03+1011 [ j® ' . W/ PRODOLfRf3V as wmplCade with dus Florida 84.000x 375 48100 60E28 64.000 .1+02+ 60.000 63.000 1 +3.: +1+02+1 Q 1+02+1+02+1 1 +02 +1+32 +101+02+1 +02+1 MTG. RAIL, iYP. EXAMPLE CLUSTER 1 +03 +1+ 2 +1 1+03 +1+02 +10 0 1+02 +1+0241 3 1+02 +1+02 +1 01402+1+02 +10 © 1 +02 +1 +132 +1 1 +02+1 +02 +101 0 1+31 +1 +131 +1 +02 +1 +32 +101 © 1 +03 +1 +03+1 +03+1 +(3+10 +3d +1 +33+10, QTY. OF i3) ANCHORS — NG . • • .:.. C+? 0 SHOWN IN TABLE KEY ABOVE) MAX ,,..,,,,,Data IrMR:-V S420 i4, I p� S-• E.•r� •r!6 ^,N 1+132 +4 01 +122+1+024.1 ®1 +03+1•+03 +4 0 1+03+1•+03+•9 ©1 +132 +1 +132 +101 1+02+1+02+1 1+33+1 +03 +101 +0+1+C3+101+0+1403 +10 +1+34 +1 4 ' '-' 25 3/4" 1+03 +1 +03+101 +02 +1 +02 +10 1+03+1 +03 +10 1+03+1 +03+1 Q 1003 +1 +03+101+00 1/1" MOTM YP. 88.437 x 38.375 45.000 50,825 500 80.000 83.000 1 +02+1+02 +101 1+310,+1+040 +101032 +132 +1431 +10 +1 +02+10 1+02+1 +02+10 1 +132 +1 +02+10 1+02+1+02+1U 1 +32+1+32 +101 1 +31 +102 +1©1+00a14C2 +C2+1402 +101 +1© +03+1+03 +1 ++03+1 " Jt/' / 1 tL. P.E PE 331712 anoint: p 8" REF. X 1+32 +1+02 +101 +;2 +1+02 +10 1+02+1+32 +1© 1+02 +1+02 +101 +132 +1+«2+101+03 Q T---- 1+132 +1 +02+4 0 1 +32.1 +0241 0 1433+1+03+1 0 1 +03+1+33+1 0 1+02 +1 +02 +1 0 1+03+1+33 +1 0 r 1+32 +1 +02 +1 U1020+020 0 1 +0341 +00+1 0 1 +33+1+03+1 0 1 +133 +1+(3 +1 0 Q MTO. MIL, TYP• 1 +03+1+03.101+02 +1+02+10 140301+08+10 1+03+1+02+10 1+33+1 +03+101404+1 +04 +10 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS --•.- x`11 _ P1.4 ..,,kv. /.40- T -v.;,Zi:'rl� nJ+f - . y ANCHORAGE SPACING, W%3^7 i 'i /vJ me ALUM.H 'ONTALROLLERWINDOW,IMPACT F 4/1807 UPDATE TIME 5. (ELECT VALUES WE TO ANCHOR GIP.AAL 1076 Y Is NH NOKOMM,81,134474 Pa NOKQLII 81.31124 1/... PJGr E( i• - - AT,:IFarm MIL pX r •' 7"U876R8 6 g(4 Auer r I(Frta N7 S :, m" 9 a 11 4127 -10 10 ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 ANCHOR TYPE & SUBSTRATE WINDOW SIZE Y , 80 0404 0 48.000 80.626 84.000 80.000 83.000 48.000 38,376 48.000 50.825 84. GLASS TYPE 2,3, WOOD 2, CONC G,H GLASS TYPES C,D E,F,I,J,K, L 2, CONC 1+02 +1 1+02+1 1+02 +1 1+02 +1 1 +02 +1 1+02+1 1+02 +1 1 +02+1 1 +02 +1 +02+1 . 1 +02+ 1+02 +1 1 +02 +i ILI 131 LI ILI 13 13 KM El LE LI © p + © 0 1+03 9 1+02 +1 1+03 +1 Nuorfl 1 +03+1 1 +C2 +1 1 +02+1 1 +03+1 1 +03+1 1+02 +1 1 +02 +1 1 +02 +1 1+03+1 1+02 +1 1 1 +02 +1 11 N 13 1E1 113 � ©IiiILI © ®` 1 +02 +1 ILI LI 1+03+1 p 4,e 1+03 +1 1 +02 +1 NMI +03 1 1.1 >1 +C3 +1 `r4riYiX 38.375 1 +02+1 1 +02+1 1+02 +1 Lima 48.0 00 © ©1 +03+1 A 1+02+1 4 ' Q11;03Q +C3+1 EN ME1131113 54.000 1+03 +1 ©1+( +1 1 +q +1 i +03+1 80.000 1 +03+1 ® 1+02 +1 1 +03+1 1 +03+1 I-4:4_ 1+03 +1 1+03+1 1+04 +1 1 +03+1 000 x 38 48.000 50.628 54.000 60.000 83.000 1+02 +1 1 +02+1 1 +03+1 1+03 +1 1 +03 +1 88.000 x 36.375 48.000 80,828 84.000 60.000 63.000 74. 38,375 dR RK 46.000 1 1+03 + 2+02 +2 2 +02 +2 2+03 +2 1 +02 +1 1 +02 +1 1 +02 +1 1 +02 +1 1 +02 +1 1 +02 +1 1+02 +1 1+02 +1 1 +02 +1 1 +02 +1 1+02 +1 1 +02 +1 1 +C2+ 1 +02 +1 1 +02 +1 +C3+1 Q 1,CO10 ILI 1 +02 +1 1 +C+1 1+02+1 1+03 +1 1+03+1 1+02 +1 1+02 +1 1 +03 +1 1+03+1 1+03+1 1+02 +1 1+03 +1 1 +03+1 1+03+1 1 +03+1 1 +04+1 Q 1+03 +1 awn +C2 +2 +C2 +1 © © V n1 L 2 +03 +2 2 1 +02 +1 2+03+2 1+02+ + Q 1+02 +1 © ` Q 1+03+1 p 1 +02 +1 p 2 +03+2 Ell Q 1+C2 +1 Q 2 +03+2 © 1 +03+1 p 1 +02 +1 © 2+03+2 p Li 1+03+ ® 2+:4 +2 fl 1 +03+1 p 1 +03+1 © p H 1 +C3 +1 p 1+03+1 A 1 +03+1 pp 1 +02 +1 © p 2 +02 +2 a © 2 +02+2 Q p 020p 2+02 +2 1 +(2+1 p 2 +03+2 © p 1+02+1 ©p 2 +03+2 pU 2 +03+2 p amp 1 +02+1 11311=113 2+C3+2 p 1 +C2 +1 p 2 +03+2 p =0 1 +03+1 ©' 11 2 +q +2 Q © =Q 0 1 +031©_0 2 +03+2 p 1+ 3+1 Q 2 +04 +2 p gli 2 +C2 +2 © 2 +C2 +2 p 2 +C2 +2 2 +C2 +2 p 2+02 +2 p 2+02 +2 © 2+C3+2 Q 2+03+2 p 2802 +2 p 2 +03+2 p =p 3�3p+C3+2 4 2+02 +2 p 0 AO, 2,02+2 p 2+03+2 1111 2 +04+2 pip 2+03+2 pip Q 1+03+1© ©P1p�0 2+03 2 U 0 Q U JU El 2+04+2 1 +03+1 50. ,.5 54.000 x.000 63.000 2 +02+2 NOTES: -1/4° ELCO T r 2.1/4° 51.00 384 CRETE -P 3 -1112 STEEL SCREWS (03) A. '" LAMI -(1 1/3"A C. 8(18° LAN - (1/8" H8..090, 1/8° 118) D. 7/16" LAM- (3118° A,.090, 3(16" A) E. 7/18" LAMI - (3118" A,.090, 3116 HS) F. 7118'1A841- (3118° HS,.090, 3/16 HS) 0.13118° LAMI 10 -1(B° OR 3/18" A (MIN.), 8/18" OR 3'8" SPACE, 8/18° LAMI -(1/8"A,.090,1/6"A) H.13110" LAMI 1G - 1/8' OR 318" A (MIN.), 8118" OR 88" SPACE, 8/18" LAMI - (1(6 °A,300,1/8" HS) 1. 13/16 LAMI 1G- 1/8"OR3/18"A( MIN. ), 5 /16"OR3/8" SPACE, 8/18° LAW -(118"HS„t 1,1/8 HS) J. 13/18° LAMI 1G -1/8" OR 3118" A (MIN.), 3/16" OR 1/4" SPACE, 7/18° LAMI • (3/18" A 90, 3118° A) K.13116" LAN* -1/8° OR 3/16 A (MIN.), 3/16 OR 1W° SPACE, 7/18" LAMI- (3/18"A,.090, 3116" HS) L. 13116' 1AM110 -1/8" OR 3/16 A (MIN.), 3118" OR 114" SPACE, 7170 LAM -(3/18° H8,.090, 3118° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR IMNDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD &SILL: 101/2° MAX. 014 EACH SIDE OF MEETING RA8- CENTE1LNE. 183/4° MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. FOR INSTALLATION IN THE HVI Z ABOVE 30 FT, GLASS TYPES G- L SHALL HAVE A TEMPERED 1.G. 01AS3 CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 2+03+2 2 +03+2 2+03 +2 1+03+1 2+03+2 101071311t01.013Y DANE PL3427+ PA.B 011 NOIW608 PL242/4 E KEY: 0 X 12+03+21 3 b.—ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUAN11TIES A CLUSTER OF (3) ANCHORS (ENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL, (3° MIN. O.C. ANCHOR SPACING) 183/4 "MIX. -_.-1 i,., -'3° 1NN. e° REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) r.-1-1 e 3rr�� 1 112 TYP 3' A41N. e" REF. �I 4 G. RAIL - OF 4 ANCH • . 8 PRODUCr REMISED tetinplyibh +n the xasidn MMus Ode A e No y1i`A1•% , ANCHORAGE SPACING OX AND XO WINDOWS ALUM. HORIZONTAL ROLLER WINDOW IMPACT NR.no NTSS 10 s 11 412740 D Ro1.Cla *, P.E. PE 09712 Structural MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 CONCRETE ANCHOR NOTE 1 13/4" MIN. E.D. TYP. WOOD BUCK, NOTE 3 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCC NS EMBEDED 13/8° MIN. OR 1/4° 3S4 CRETE -FLEX EMBEDED 13/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS' IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (06) OR 1/4" S84 CRETE -FLEX WITH 412 TRIMFIT HEAD. ••* : NOTE 1 ji /4° MAX. SHIM 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SO-ID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS ARCED BY AUTHORITY HAVING JURISDICTION. DETAIL A WOOD ANCHOR NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL SE A MINIMUM STRENGTH OF 608346 AND AMINIMUM OF 10 THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE CTI a !,_ e , �. RES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 2x WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR, NOTE 1 MAX SHIM CONCRETE ANCHOR NOTE 1 1x WOOD BUCK, NOTE 1 114" MIN. (1.6 KSI GMU) OR PER NOTE 1 • (3.4 K81 CONCRETE) 5. MATERIALS, INCLUDING BUT NOT LIMITED TO b i ttL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. I•t 1 314° (J "MIN ED 4, SILL DETAILS A,B,C,D, &H) T IL TYPICAL FLANGE FRAME JAMB SECTIONS INTERIOR (JAMB DETAILS E. F & I) EXTERIOR WOOD ANCHOR, NOTE 2 SEE NAILING 11 DETAIL H (HEAD) •�_j . 13/4" MIN. P. MIN. 3.4 f�i -J E.D. TYP. CONCRETE I E DETAIL C 1/4° MAX. SHIM 1/4' MAX. SHIM NAILING .131 DIA. MIN. x 21f2" NAIL AT COR ERS AND 6" O.C. TYPICAL DETAILS G, H & I. Iborvil@ itorg M SEE NAILING 2x WOOD BUCK, NOTE 3 .•s DETAIL D DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS TYPICAL FLANGE FRAME SILL SECTIONS 4127 -10 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (IINC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable dates and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC- 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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH -700" Aluminum S gle Hung Window - L.M.I. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 2.08 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www,miamidelde.aov lulidinn APPROVAL DOCUMENT: Drawing No. 404 1 through 11 of 11, dated 09/01/2005, with revis signed and sealed by Robert L. Clark, P. E., stamp with the Notice of Acceptance number Control Section. MISSILE IMPACT RATING: Large an LIMITATIONS: Miami -Dade County Product ' o required for Glass Type "M" at installations above 30 Ft. a 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 teimiination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0128.03 and consists of this page 1, evidence pages E- 1,13 --2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D, Gnscon, P. E. iunr.,S; sgie Hung Window, impact ", sheets 11, prepared by manufacturer, County Product Control Revision the Miami -Dade County Product ove esistant. hutters Or Protection Devises shall be d. AP-PROVED 4.piS tors 4 NOA No. 11-0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 Page 1 PCT Industries NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "C" dated 04 /01 /2011, prepared by manufacturer, signed and sealed by Robert L. Clark, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 00322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, inc., Test Reports No.'s FTL -4958 and FTL -5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07 -0322. ©6) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, lnc., Test Report No. FT! -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No, 07 0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL -4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) E -1 Jaime D. Gascon, E. Product Control Section Supervisor NOA No. 11 -0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 PCT Industries NOTICE OF ACCEPTANCE: EVJDENCE SUBMITTED, B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05- 1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL- -4646, dated 08/10 /05, both signed and sealed by Ednzundo Largaespada, P. E. (Submitted under previous NOA No.05- 1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 12/18/2006, prepared, signed, sealed and dated 01/11/2011 by Robert L. Clark, P. E. Complies with ASTM E1300 -04 (Submitted under previous NOA No.11- 0128.03) D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (ANC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont Butacite +,? PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. E -2 Jaime D. Gascon s Product Control Section Supervisor NOA No, 11-0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of compliance with the FBC -2007, dated April 03, 2011, signed and sealed by Robert L. Clark, P. E. 2. Statement letter of no financial interest and conformance, dated April 03, 2011, signed and sealed by Robert L. Clark, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL -4957, FTL-4958, FTL -5063, FTL -4645, FTL- 4649, FTL-4723, FTL -4947, FTL -4650, FTL-4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and scaled by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06 and 05- 1018.01) G. OTHERS 1. Notice of Acceptance No, 11- 0128.03, issued to PGT Industries for their Series "SH- 700" Aluminum Single Hung Window - L.M.l. ", approved on 03/10/11 and expiring on 03/23/16. E -3 Jaime D. Ga, , P. E. Product Control Section Supervisor NOA No. 11- 0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) OF UP ANNEALED ORSAFLEXIKEEPSAFE:- �.',:�_dr_;�yr GLASS AND (1) LITE OF 1/e° HEAT STREN� 'f r c �! ': A.020 DUPONT BUTACITE OR SAFLEXIKEEPSAPE .MAXIMUM PVB INTERLAYER. C. 8118" LAMI CONSISTING OF (2) LTTES OF 18' HEAT STRENGTHENED GLASS WITH AN .09D DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7/16' LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS'UNTH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND MUTE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXACEEPSAFE MAXIMUM PVB. F. 7/18° LAMI CONSISTING OF (2) UTES OF 316" HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLE>CIKEEPSAFE MAXIMUM PVB INTERIAYER. G 13116' LAW 10: (1) LITE OF 118" IghieffigQ GLASS, AN AIR SPACES AND 8/18' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE KEEPSAFE MAXIMUM PVB INTERLAYER , H. 13118' LAMI 1G: (1) UTE OF 1 TEMPERA GLASS, AN AIR SPACE AND 818" LAMI CONSISTING OF MUTE OF 1/8` ANNEALED GLASS ANA (1) UTE OF 118' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB ANTERLAYER. L 13116' LAM 10: MUTE OF 1/8" GLASS. AN AIR SPACE AND 8 118" LAMA CONSISTING OF (2) LITES OF 1/8' FEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. AYER. ..13/16" LAMI IG: (1) LITE OF Ur Manta. GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3118" ANNEALED GLASS WITH A .000 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 1413(16" LAME 10: (1) UTE OF 118" ;ARE GLASS, AN AIR SPACE AND 718' LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) UTE OF 3/18" HEAT STRENGTHENED GLASS WITH AN 090 DUPONT BUTACITE OR SAFLEXINEEPSAFE MAXIMUM PVB. L. 13/16" LAMB 10: (1) LITE OF 118° 1T REP GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING 07 (2) LITES OF 516" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/16' LAMS 1G: (1) LITE OF 118' ANNEALED GLASS, AN AIR SPACE AND 5/16" LAME CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS 'WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: "OX" Ott, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) A3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED AN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ,,7. REFERENCES: TEST REPORTS FTL -4945, FTL -4648, FTL -4647, FTL- 4648, FTL- 4849, FTL -4650, FTL.4851, FTL -4723, FTL -4967, FlT.-41638 AND FTL-51363, ANSI/AFBPA NDS-2001 FOR WOOD CONSTRUCTION ADMI.2000 ALUMINUM DESIGN MANUAL 8, SERIESIMODEL DESIGNATION 811700, ALSO REFERRED TO AS 011701. 9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMELY WITH THE REQUIREMENTS OF THE FLOREDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). .r. >. . , - ,. . errs:,': 10707WINNOL0OYORM 1001031113, FL UM 11 PCX MAO Bator GENERAL NOTES NOA DRAWING MAP SHEET GENERAL NOTES.... ».......1 GLAZING DETAI S ... ».... 2 DESIGN PRESSURES. » »..3 ELEVATIONS.................... 4 VERT. SECTIONS. a NOR12. SECTIONS ..,. EXTRUSIONS. » ». »,..» 7 CORNER DETA4.. »7 8-11 Au[IQIrtB PIM& No TC:1I1' .: ALUM. SINGLE HUNG WINDOW IMPACT 1NTS 1 or 11 i` swami 1/2° NOM. GLASS BITE 4* 3118' ANNEALED OR HEAT STRENGTHENED BLABS SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTI ENE. GLASS 7118° LAMINATED 7/16" LAMINATED GLASS ® NOTE LAMI IG OUTBOARD UTES MAY BE UPGRADED TO 3/18" WITH NO CHANGE IN DESIGN PRESSURE. C] EXTERIOR INTERIOR [> (ALL SECTIONS) 112° NOM. GLASS BITE �t6e87,88 or 92 7RgDUCTXXVI= es implying with 6*Thsi to UM* Code Axaspians140 #191144 a.+a are .LR 0(.31'!1 0 CHANGED CAP 171A88 TYPE TO 7BEENED HEM HE Maim FA 11ANDI Al ADD DE M92 TO WINE I.aNlABS(A,M,a)4c�10NOM itramdo F.IG 1/24/08 A NO MANN ENE T FA; � MEET ROM to ar iewaye saw 1 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/11* ANNEALED OR HEAT STRENGTHENED GLASS 8118° LAMINATED AIR SPACE 118°ANNEALED OR jgMfget„D GLASS A 13/18" NOM 13/16" LAMI 10 GLASS W/ 6116" LAMI liffOTECHNOLOOY WIVE F POseAXL FL 34274 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PV3INTERLAYER 3118° ANNEALED OR HEAT STRENGTHENED GLASS 7 /18° L MNATED AIR SPACE 1A° TEMPErtED GLASSA 13/18 "NOM. 13/16" LAS GLASS W/ 7/16" LAMI GLAZING LWOW EiGir ALL& SINGLE MING WINDOW ACT , Vholdy Bettor 8h7m Fun 2 a 11 4040-20 C 1/1 FLANGE BASED ON OR INTEGRAL FIN FLANGED WINDOW GLASS TYPE WINDOWS W/ HIGH SILL OPTION A TABLE 1. TIP TO TIP F DINIENSU3NS II WINDOW HEIGHT WIDm 38 3/8" 44" 80 6/8" 08" 70" 72" 74" 76" A,B,M M ® +80-.(80 +80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -61.0 +80 0 -80.0 +80.0 430.0 89" A.B,M +80.0 -80.0 +80.0 -�L0 +80.0 -80.0 +80.0 -�.0 +80.0 -I.4 +8A -80.0 +79.4 76.0 83" A,B,M +80.0 40.0 +80.0 -81.0 +80.0 -80.0 +80.0 -80.0 +718 -78.8 +77.3 -77.3 +78.9 -75.9 031/8" A,B,M .. - +80.0 4 .0 +80.0 - 0.0 +79.8 79.8 +78.2 -76.2 +78.9 -78.9 +75.4 -76.4 +74.0 -74.0 UP 70 631/8" C,D,E,F,G,H,LJ,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +SILO -80.0 +80.0 -860 STANDARD BASED ON VIEW & RADIUS TOP FLANGED W6IIDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION Ai TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 80 6/8" 83" 72" 74" 70" 48° A,B,M +80.0 -80.0 +80.0 -860 +80.0 -80.0 +80.0 40.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 59" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.8 79.9 +70.0 70.0 +70.0 70.0 +70.0 -70.0 62" A,B,M +80.0 -860 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +70.0 -70.0 +88.8 -65.8 +67.8 -87.8 031/8" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +760 -76.0 +68.0 438.0 +88.7 467 +80.6 4368 UP TO 83116" C,D,E,F,G,H,LJ,K,L +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP - TO-TIP FRAME DIMENSIONS WIDTH 1 GLASS TYPE TABLE 3. WINDOW HEIGHT M19518 SASH HEIGHT (MAX- WINDOW HT. W/ SASH a 78" FLT AND 76" INTEGRAL FIN) 03 1/8" 1 D,E,F,J,K,L 171/8" I 2211/16" i 28 3/10" I 33 3/4" I 39 0116" I 4413118" I 3/8" +860 1 48.0 +80.01 -80.0 +80.0 1 -80.0 +8601 40.0 +70.0 70.0 +70.01 400 +70.0 ► -70.0 681x18" +70.01 -70.0 ASS TYPE;, TEST REPORTS TABLE 4. A. 6118°, LAMI - 1l8"A,.490,1/8°A)) - FT1.-4847, 4848, 4723, 4967 B. 5116" LAN • (118°AG /-8"fW) F -4847, 4848 C. 6118° LAMI. (1A8"0,.080,1 /8"HS) F1L -4647, 4648 D. 7118" LAMI- (3/18"A,.090, 3/16"A) F1L-4645, 4885 E. 7110° LAMI - (3/18"A,.080, 3/16"HS) FTL -4645 F. 7116" LAMI - (3/18 "HS,.080, 3/18'I-IS) FTL -4848 G. 13/18" LAMI 10 -1/8" 7, AIR SPACE, 8118" LAMI - (118°A,.090,11WA) F'L -4648, 4723 H. 13116° LAMI 10 -1/6" T, AEI SPACE, 0/16"1-A99 - (1/8°A,.090,1/6 "HS) F7L -4848 L 13/10" LAMI IG - 1/8° 7, AIR SPACE, 5116" LAMI- (1/8"HB,1190,1/8"HS) FT1r4048 J. 13/18" LAMI 1G -1/8" T, AR SPACE, 7/18° LAMI - (3/16"A%.090, 3/18°A) FTL -4849, 4600 1C 13/16° LAMI 10 -16" 7, AIR SPACE, 7/18" LAMI - (3116"A,.090, 3116118) FTL+4649, 4650, 4998 L 13/16° LAMB K1 -118' 7, AIR SPACE, 7118° LAMI - (3/16°18,.090, 3116°f$) FTL -4849, 4800 M. 13/16° LAMI 10.1/8"A, AIR SPACE, 8118° LAM) - (1/8°A,.OBO 1&"A)j* FIL -6083 MEETING RAIL %L° w� HT. "0° MEETING RAIL ;Tit T. MINUS SASH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A P0v1ITWE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1° FROM THE FLANGED 11P- TO-1IP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 M" MINIMUM TO 38° MAXIMUM. ��■r.[ CAP41ABSTYPETONTIMMED FFINHS IMUSOLEPPf 010.11 POICCOO.FLM278 r ,It SOPS DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW IMPACT 49 5/8' MAX. FIXED DLO (ALL) 38 /18° MAX. SASH HEI 78° NIA ( I.F. HE ree� LJ 78° MAX. ED WEIrHT 75' MAX. LE. HE1r 78° FLANGED HEI SEE DLO TABLE SEE DLO TABLE 48114° MAX. " ' VENT DLO (ALL) DETAIL A 1/1 DETAIL B VIEW (STANDARD SASH) DETAIL C RADIUS TOP (STANDARD SASH) OPENING SEE DLO TABLE �•,4r�i7 SILL SILL - MEM 41 818" C .r, 11101011111111E175111 LIMA 41 1/4" SEE DLO TABLE DETAIL D VIEW (CUSTOM SASH) DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTtON DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS S THROUGH 11 FCR ANCHORAGE INFORMATION. i 4, SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B A CARE BASED ON ATHREE OVER TWO FORMAT. NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERUNE OR OPTIONAL BOTTOM LOCKS, (1) 8" FROM EACH BIDE OF SASH. MAX. VENT DAYLIGHT OPENING INSIDE INSIDE NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT MAX FIXED UTE DAYLIGHT OPENING 2.710" MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A-A I.F.) FRAME SECTIONS A MAIL HEIGHT OUTSIDE MAX. VENT DAYLIGHT OPENING HIGH SILL LOW SRL Mgt ALF. FRAME OUTSIDE Weft trrods Aeaoptens Na I 10 b 2.330" (LOW SILL) SEE NOTE ABOVE ULTRALIFT ONLY 2.94r (HIGH SILL) SECTION B-B (LOW SILL SHOWN) ULTRALIFT ONLY ALTERNATE HIGH SILL SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) ITEM DMA DESCRIPTION P078 1 4002A FLANGE FTRP3/E HEAD 612225 2 1155 68 X1,000 QUAD PN. SM8 781PQA 3 4003C FLANGE FRAME SI.I. (LOW SI.L) 812226 6 1826 ADHESIVE OPEN CELL FOAMPAD 7PAD1628 6 FLANGE FRAME JAMB 812227 7 4025 SASH STOP 612244 8 4025 9 4029 10 1080 SASH STOP (EGRESS) 1.125 LONG SPIRAL BALANCE. 3/8", 618°, OR 11/1 BALANCE COVER, 3/8"OR 518" 612244 BBALCVR916 11 08 X.760 PH. PN. 7834M 12 BAUWCE BOTTOfiMBRACKET 7BALTBK7 13 085/1 SASH TOP GUIDE 42504 15 08 X 1 PHILLIPS FLAT HEAD S. 374 78X1FPAJ( 18 1080.1 IBALANCE COVER, 11/18" BBALCVR870 17 18 4053 4629 -1 SASH STOP COVER 84053 SASH BRACKET 7ULBRKT 19 08-32 X 1/2"1.0. PH. FH. TYPE F S. STL 7832)02FPFX 21 4064C FOXED METING RAG. 84054C 28 28 27 40080 SASH TOP RAIL 1236 WSTP.,.170 X.270 BACK, FIN 8EAf. 1098 SWEEP LATCH 1018 40$ X.8213 PH. FL. SMS 84008 81 71098 7858 28 4007 30 1228 31 4008 SASH BOTTOM RAT. (LOW 8ILL) WSW., BULB VINYL SASH 310E RAIL 812230 81P249 812231 34 1288 SASH FACE GUIDE 42601 38 1822 LAMB SE'IT1NO BLOCK 3/32° X25184° X1 71822K 38 37 36 41 42 44 45 48 47 1062 LAMI IG SETTING BLOCK 1" X3/4" X 1/18" 1224 VINYL GLAZ. BEAD BULB (THICK) 1225 ' 1NYL GLAZ BEAD BULB (THIN) 40398 GLAZING BEAD, 6/18 LAM GLASS. 40448 GLAZING BEAD, 5/18 LAM {RTGRILL KIT 4222A GLAZING BEAD, 7118" LAN 985C GLAZING BEN), 7/10° L484INGRILL KIT 4067 sum BEAD, 13/18" LAM11.0. 4071A FRAME, I.F. HEAD 71052K 6TP247W,K 8TP248K 840396 044703 84222 8905 64087 84071 48 4072A FRAME, LF. LOW SILL 84072 1 4073A I.F. HIGH SILL 64073 50 407413 63 54 4008 1088 2740 66 014 58 030 87 58 1031 1073 1824 FRAME, LF. JANE MU. LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH S) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (NOR. &<VER.) SCREEN CORNER KEY WRINGS SCREEN CORNER KEYWROUT RINGS 84074 84009 73PRNG 82740 81014 71830 71831 SCREEN SPRIN 70458' ESN SPLINE -.135 DIA FOAM 61824K ITEM DI/ DESCRIPTION 80 1835 SCREEN SPLINE -.135 DIA HARD 816351( 81 SCREEN CLOTH 81818 3 505 GLAZING CHANNEL (.688 X.500) 8533402 64 1181 6 X1.000 PH. BUGLE TM 708X1 87 GLAZING TAPE, 1/18 X1/2 -7116 LAM! 828111510 88 89 70 80 81 4051A SASH Barrow Ric (HIGH SILL) 4050A FLANGE FRAME SILL (41601 SILL) SI ICONE DOW898,995OR EQUIV. A GLASS 5118° LAM, 1B "A,.090 PVB,1181) L3. GLASS, 5118" L*8, (1/8"A,.090 PY111,1/8"HS) C. GLASS, 6/16" LAW (1439,.060 PV8,1/8°IS) 84051 84060 3 84 85 D. GLASS, 7 /18" LAM, (1/8A.090 PVB,1/r"/4 E. 31.486, 7/18" I.4* (1/8°A.090 PVB,1A011S) F. CLASS, 7118° (1481118,.090 PV13,1I6°H1 86 G. GLASS, 13/10° LA149 0;1/89T, AIR SPICE. 5/189 .ANT, (1/11%,.090 P161,1A3"A) 87 H. GLASS, 13/10" LAM M; AM SPACE, 8/18° LAID, (1/8.0•090 PAWNS) 88 1. GLASS, 13/18" LAM IC 1!"T, AIR SPACE, 5/16" LAM, (1 /8116,.090 PVB,1 G"HS) 89 J. GLASS, 13/1r LAB K3; 1/8"T, A8t SPACE, 7/18" LAM (3H8"A.090 P18,3N61) 90 K. GLASS, 13/18" 1.48810;1/8", AIR SPACE, 7/189 LAM (3/1 6" .0.09) PVB,3/18"HS) 91 L. GLASS,13/18" LAMI 10;1/8'T, AIR SPACE, 7/18" LAM, (3/10°H8 0090 PV13.3f16"HS) 13!18" idW010;1 'FAIR SPAC 818° 1.488, (1/8 "A.090 PVB,1/8" 47 FRAME, I.F. HEAD 04071A,606378 1 FRAME, .F. LOW SILL 040724, 6083-113 A A FRAME, I.F. JAMB /; FRAME, F. HIGH SILL A � 48, 6063.73 ® 04073A, 8063 -TB (USED AS RADIUS TOP HEAD) pAins LIST -131e ALUM. SINGLE HUNG WINDOW IMPACT 81U&D INNTS I B a 11 I 4000.20 ireArkijA is /:r- 1131 =. , -7.0 'all I Q 1 _ 01400E F1( 16HAa0 .1.,L 2 TOCHNOLOGY DRIVE NOKOMVA FL A.O. F1 web& Saw L Clwk. P.E. PE 039712 SIntalural 2.784 1.363 9383 FLANGE FRAME HEAD 04002A, 6063-T6 1.749 —.-{ 2.710 0 FLANGE FRAME JAMB �� JJ 04004, 6063 -T5 (USED AS RADIUS TOP HEAD) 1.342 r 168 FIXED MEETING RAIL 04054A,6063HD -T6A 3.446 2.830 ! 2.330 1---2794 ---- -� 0 FLANGE FRAME SILL (LOW) 04003C, 609348 T OSASH STOP 04025,8083-T5 L 1.707 .o� 23 SASH TOP RAIL 040080, 8063HS -T6 1+-2.784 --.-1 FLANGE FRAME SILL (MGM 04050A,808 -T8 F.-1.513-.1 —.738 040 i 17 SASH STOP COVER 04053, 608345 2.328 ---y 1.979 1 or 47 LF. FRAME SEALANT OR GASKET AT HEAD AND SILL 6 or 50 6or50 SEALANT ALONG ENTIRE JOINT 11�I.F. FRAME VIEW D-D VIEW E-E (1/1 $ VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 1.165 7 _149 31 SASH S DE RAIL __- 64008, 6083 -T5 26 SASH BOTTOM RAIL (Low) 04007,6063 -75 2.326 —•1 2.938 0 SASH BOTTOM RAIL (moil) 04051A, 606316 .678 1.086 QGLAZING BEAD 7/16" / +, 608345 8� 460 1.116 - I ® G LAZING BEAD, 7/16" 09880, ,::x T6 (USED VW cr, LL .879 WELD ALONG SCREW BOSS (2) tow T 41 GLAZING BEA , 5/16" #403913,6063.76 450 .616 GLAZING B , 5/16" 040448,6083 -T5 (USED W GRILL KIT) .683 Lie 1,097 GLAZING BEAD, 13/16" IG 04067, 808348 PRODUCT1 aun 8hntgrfycit ph **Nadia Cates fp, C NOCHANGES 7164SHEET B' .4 4J. t AMR! ALL NOCHANWTHISS11017 Tita07 TECHNOLOGY DRIVE Ro4FL 1$.0.1119X 1� , PL34 74 t Ratter EXTRUSIONS & FRAME CORNER DETAIL ALUM SINGLE HUNG WINDOW, IMPACT SON Hail 7 d 11 I 444620 Y Robert L Creak, PE. PE 539712 Structost ANCHOR QUANTMES SUBS1RATE: AiCEItINTYP€APME FOR 111 FLANGED WINDOWS TABLE & wow HEIGHT 28.603 34.603 40.. 0.4 46.603 52.603 56.603 64.603 76.000 ri-01111Erillaillall IME-IME c,DT.ENNEENEK?2ENNEN 14'161114 12111111NEWMERM 22MIN ;2 IMMEN 19 .125 22 IM 24.000 ilD= BENIMININIMMINIMININIEEMEN 111111111111111MIMEMIEMENERNER INEMERNEMEMEINEISMEIERRIBIN IIIIIIIRMINIMIEMEINIPERENIM NEE AAM nocip %IF: A" 7.m° c.DvillIMEEINEMEINIVERIEMEIBMINIIIMEN arillEINEMINIMIERNIMMEINININEIN MMUS Cia,'4. 4Ct.000 iffiliM IfiligligliEllitilEINERVERI HIM ARA4 n2A111151111MBERININIENISSMININIMIM 44" c.D.E.1 lailIERIENIMERMENIMISEEMENVIMEE 11111EINEINIENNIMEIRIEVIENNIII o i I ID, I MC i BNIDAMMEMEINIESMIEMEININ iiii i iMMINIMENNINIESINIMEIREIN 19 IIIIIII 110111111111 111111=1111111111111111 79 BA4 93.129 =MEI C43:(12110213NIMMEMEMMERIMINEM " MIIIME911111111/1111111151511MilliSEEMINIMININ ANCHORAGE NOTE 1. ANCHOR TYPE 1-14" 1 4" ELCO SS4 -FLEX 3 - 812 SCREWS o 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 181/2" MAX. FROM TOP CORNERS JAMBS - 17112" MAX. FROM TOP CORNERS 16* MAX. FROM BOTTOM COMERS 6" MAX. BELOW MTG. RAIL SILL- ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE I' LESS. 0,* t: O. LI IT E .ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR TH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE A TABLE KEY: MAX. PSF ...LA 5 HEAD JAMB ABOVE MTG. RAL JAMB BELOW MTG. RAL (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAL RIVTOD gamplyaewith tbe Mae $?2g.'ruta'oNG, r.9** Mr, „ JIG itosols. FJC fionclito F. Sato age FX NO CHANGES DO SHEET *•-ed=9, VSERMITSTFOCTEDOV ONE NO CHANGE TOtS SHEET ciffeaW I 1070 1133M01.0f3Y DIME NOMA R.3490 • R. 31V4 lobibb Brow ANCHORAGE SPACING 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW IMPACT WINN NTS 8 of 11 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: . 29.655 37.155 ANCHOR TYPE. 44.855 52.155 59.655 87.155 74.655 76.000 WINDOW WIDTH 19.125 GLASS TYPE C,D,E,F, H,I,JKL A,B,M 88 8' 8 8 8 8 8 O 2c 8 UO 8 Z 8 O 1 1 1 1 1 1 ItI 2J2 2.11.212 1 1 1 1 1 1 111111222122 1 1 1 1 212 211 212 212 1 1 1 1 2 2 2 1 2 2 2 2 212 2 2 1 2[2 212 1 1 2222 212 1 22 1 1 212 212 1 1 2222 212 22 1 1 212 3,2 1 1 2 2 3.2 212 2 2 312 312 1 1 3 2 3 2 212 1 2 2 312 1 32 EJumommom —� MMEMBEV 212 212 NEEMNIMEMINE ®MMIEMERNM 212 212 BMW ... MINNIER 24,000 000 37.000 C D,E,F,G, H,I,J,K,L 1 1 3222 mo ma mum MMEMEMMEMINMEMMENSINN C,D.E,F,D, H,I,J,K,L D,E,F,G 14,t,J,K,L A,B,M PSF 40.000 44.000 45.000 a 67 MIIMMMMEMEMBNIVENNENIMMINE imam uNNMENVEMMTANNMMINEMINM CDEFO iiIMMEMMMEMMINNMNIMMRIMMMN 1111=MMEIMMM MUM= NEWINMEMEMEINNIMEMENN �� ©© MNIVIMMM 2j3 INMEMM� 4�4 NNE mmumiummmummomm WIHNNIMMNIMERNMEMMERNMN MAINMNNIMMENNIMMNMEWEVEN emu 46 L I LILT ©mmm p�©� NURNME 0nnnnnjnnnr nnnn MIN ooeo ©000 � ©o ©_ 79 C,D,E.F,G HIJ,K,L A,B,M CD,E,F,G, H,I,J,K,L 53.125 A,B,M 5 O,D,E,F,G, H,I,J,K,L A,B,M FX FJt: warn J. NO CHANGES TkISBf$E7" TEO BY rr= NO •+ E7HA4; CPO 11011140LOWt WINE 1401(0/0, FL 34276 P.QB0X NWWMS,PI. WEN Wsibly BMW ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -114° ELCO TAPCONS 2 -114 ELCO SS4 CRETE -FLEX 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 112° MAX. FROM TOP CORNERS JAMBS - 17 Ur MAX. FROM TOP CORNERS 1$° MAX FROM BOTTOM CORNERS 8" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. ia: ION PRESSURE LI I TATIQNS: SI BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE OUANTIfV OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE 15 AVAILABLE. TABLE KEY: MAX PSF (DP L88TED� 117 HEAD 3 JAMB ABOVE MTG. RAC. JAMB BELOW MTG. RAL wog y)o with*, Florlda adding AlHo HEADI 2 JAM ABOVE z)-2 MTQ RAM. JAMB BELOW MTG. RAIL. ANCHORAGE SPAC NG, STANDARD VIEW ALUM. SINGLE HUNG WINDOW IMPACT 8H7a70 177147 9 d 11 '6."404040 Robert 1. perk, P.E. PE 148712 BtnroNtN ANCHOR QUANTITIES SUBSTRATE: A N C H O R TYPE: - ABOVE MEETING RAIL (HEAD & JANMS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT BMUS SASH HEIGHT FROM TABLE 8. 17.126 22.858 28.211 33.754 39295 44.839 50.382 55.925 0 a § g 0.1 8 0 g '," 8 0 0 0 a § Q g*§"§ 0000 -8 2 "8 2.8 -8aR"8 2,z.0 0 sag"N 0 0 _2.0 8ar8.-8arl 0 0 z .0 z(00 0 WMMH W WIDT WNDOW WIDTH GLASS TYPE 19125 DS,F,J,111111111111111 2 1122222•2222222 Ectimm 2 2 2 Emu 2 1113 2 2 2 nisanci 1 2 .. 1 3 1 2 2 1111 . 2 - 2 2 imEENDI 2 0,E,F,J, Kt. 1 iiiiii 1 1 1 1 1 2 1111 2 2 2 2 3 111111111 3 2 3 3 2.....3 ILION 3 1E11 2 3 3 3 2 1 4 Ell 3 111311111111E1 0,E,F,J, K,L 1 i 1 i 1 1 1 2 1 2 1 - 2 2 2 1 - . 2 1 - 2 2. 1 1 . 6 ' 1 3 1 'I- 1 a 1 4 - 1 6- 1 - 4- 1 1 1 1 1 1 3 7 . 0 0 0 PSF IMMINI 79 4 IN 4 6 MIMI 6 3 4 5 IDIOM 6 3 En 40.000 aIIIIIIIIII D,2,F,J, K.L _ 1 1 1 2 11111111.11111111111111111111111■11 4 3 ICI 2 IIEMEN 21E11 2 3 2 3 1 3 2211 4 33 53.120 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 -I 1 1 4 2 6 2 KM 2 40.000 P8F 3 79 79 4 MIEN 79 79 0,E,F,J, K,L 2 1 2 2 2 2 2 2 2 3 2 2 4 I 2 I 3 . 2 . -4 4 3 4 2 4 I 2 1 3 I I 2 5 1 1 2 2 2 3 3 44.000 P1679 7679 77 79 79 79 D,E,F,J, KL 2 -71- 2 2 2 2 2 2 2 2 3 2 3 2 4 2 4 2 4 2 4 2 3 2 5 2 4 2 3 2 5 2 5 2 4 2 5 2 5 2 4 2 6 1 1 2 2 3 48.000 P1678797619707179 73 70 D,E,F,J, K,L 2 222222223222223 22 322322 .._... _... _ . _. _ . 1 11222333444545548548856 53.125 F87 71 79 63 71 79 64 74 66 77 69 69 0,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 KL 1 1 1 2 2 2 3 3 3 4 .4 .. 0' - ..-ii - II-- 6 -i---- .6 -6 -71- ANCHOR QUANTITIES SUBSTRATE. AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.778 15.778 18.778 21.776 24.778 27.778 38.778 31.106 ANCHOR TYPE. r% - WMMH W WIDT 18.125 an i 1 2 1 Ectimm 2 2 2 Emu 2 1113 2 2 2 nisanci 2 2 24.000 2 1 1 2 1 imEENDI 2 2 2 Kap 2 Ini 2 2 map 2 2 3 *A 2 32.800 2 MI 2 2 ILION 3 1E11 2 3 11311ENIENIEll 3 3 2 3 4 Ell 3 111311111111E1 37.000 111.11.11111. 10111111EMLNIENIEMIEMEll MIME Mil 74 111.11111111111MINOMMINIMI 3 MIMI 3 aIIIIIMIII 11011123111311 1111111111111.111111111111111111111.1111111 MM. 3 MEI 3 4 3 11111113113111131 40.000 2 1111E111111 2 1E11131 3 3 MI 3 101111311111 4 3 3 Kiln 4 MMININIM 1113113111011 44.000 11131111113111111111113110111113111311113111311111:11110 Ell 78 IMMINI 1111••11 3 MI 4 IN 4 6 MIMI 6 3 4 5 IDIOM 6 3 En 40.000 aIIIIIIIIII 63 IIII 72 MIN= 11111111.11111111111111111111111■11 4 3 ICI 2 IIEMEN 21E11 2 3 MI 3 ILIMITIEIENIENEM 53.120 ta1111111M1 18 El 72 MIMI IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIII 5 lE1111011 5 3 6 Kimi 5 iul 2 KM 2 1131 Ea 3 3 3 4 3 En 4 MIEN ANCHORAGE NOTES: 1. ANCHOR TYPES: 1. we ELCO TAPCONS 2 - 1/4° ELCO 884 CRETE-FLEX 3 #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING A DIMENSIONS: HEAD - 18 lir MAX. FROM CORNERS JAMBS- 17 1/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL W ix. BELOW MTG. MIL 15° MAX. FROM BOTTCWICORMRS SILL - ANCKDRS NOT REQUIRED ;. DETERMINE THE ANHCOR OUANTMES FOR CUSTOM VIEW WINDOWS FROM TABLES 7, AND eUSINOThE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. h. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW Ala WINDOWS ARE 12 5/8" MIN. TO 38" MAX. 1. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR /814 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 8. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF 1118 ADJACENT TABLE WITH A BOLD ITAUCIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. A TABLE 7. KEY: MAX PSF (DP LBSTED) HEAD JANE! ABOVE MTG. RAIL 112 2 2 it TABLE 8. KEY: MAX PSF (DP LIMITED) JAMB BELOW mra RAL (FULL. DPI JAMB BELOW MTG. RAL 112 2 tammei: Fit 140.4 -Y.F , NO01*INGETHISSIVET FX 7/29105 2121110 14K1 TECHNOLOGY WINE N0X010,FL845 P.O. SQX KOKOMIS,PL3274 VislIsty Bator ANCHORAGE SPACING, CUSTOM VIEW ALUM, SINGLE HUNG WINDOW IMPACT leak 1111111* WOO I NMI 10 • 11 I 4040-20 fix Rabin L. Clerk PE. Pe 039712 Shaun) 0 EXTERIOR INTERIOR HEAD AND SILL DETAI ) CONCRETE ANCHOR 3.35 K31 MIN. CONCRETE 1 (SEE NOTE 1 & 3) A OPTIONAL 1x WOOD BUCK (SEE NOTE 4) • 2x WOOD BUCK_ 1(SEE NOTE 4) a 1915" MIN.,1/4" TAPCON k .. 4314° MIN„ 1/4" CRETE-FLEX DETAIL A 1/4" MAX SHIM WOOD ANCHOR (SEE NOTE 2 & 3)A, DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1/4" MAX SHIM 'Ono C,i 1 114" MIN. 0 1/4" MAX. SHIM 1w 1/4"�MAX SHIM 3/8" M1 IN. CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) A 3.35 KSI MIN. CONCRETE �� OR1.6 KSI PAIN. CMUA Ix BUCK OPTIONAL WITH SOUR CONCRETE SUBSTRATE (SEE NOTE 4% DETAIL C .131" DIA. MIN. x 2112" NAIL, AT CORNERS AND 5" 0.C. . FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COU APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX MINIMUM DISTANCE FROM 3/4" 2. FOR WOOD APPUCATIO IN M COUNTY. USE #12 STEEL SCREWS (G5) OR 114• S84 CRETE-FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAW #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHOFUTY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UN ITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT. EDITION, SECTION 2003.8.4 (SUIPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING&, RAIL. (SEE NOTE 2 & 3) 2x WOOD SUCK (SEE NOTE 4),& DETAIL D TYPICAL FLANGED JAMB ANCHORAGE ® 1/4° MAX. —�. SHIM 1/4° MAX. SHIM DETAIL F, (HEAD) FRAME INTERIOR (ALL JAMB (�( DETAILS) � V .131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND B' 0.C. ) liilj'1�'1�,I1111I1(��jjl� ' +Imrviiiii��u1 114' �MAX. 8H84 .131" DIA. MIN. x21/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL G, (SILL) FRAME PRODUCTREVISED a vilihths Nadal Sodiengeodo Agingsmio o No 0/ J.R FJC P.K 1120® alb$ NOCHANOES THIS&H&ET ifiA 1I {fl 3' eVI:Irt:i 27.1,�.._''"7 "{Y" ?iw IRE FLAT HEAD ANCHORS 1070TECHNOLOGY DENO NOKOMIB, PL 9R7b P.O. F L184 ricff VW* Boar ANCHORAGE DETAILS ALUM SINGLE HUNG WINDOW, IMPACT $Pd700 I NTS 11 • 11 1 404040 806911 L. GMT, P.E. PE 039712 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). MIAMI -DADE COUNTY PRODUCT CONTROL, SECTION 11805 SW 26 Street, Room 208 Miami, Florida33175 -2474 T (786) 315 -2590 F (786) 315 -2599 ronontandilategudpigagamigull 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. BNC 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: PGT Series Aluminum Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No 6262JR, titled F .a r uminum Mullion ", sheets 1 through 18 of, 18, prepared by manufacturer, dated 12/13/10 and signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Con o pt v k mj ith the Notice of Acceptance number and approval date by the Miami -Dade County Product Cont MISSILE IMPACT RATING: Large and Small Limitations: 1. See Design Pressure (DP) Ratings per tables sheets 5 �, *8 n I4o n span, opening and dips) 2. See applicable anchors, installation, limitations and m + i s' 3 per sheet 1 thru 4. Caen the substrates 3. DP ratings are based on mullion loading types selected and approved Fenestration Products contribution. 4. Lower DP of mullions or Fenestration products shall control for the entire system. 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 -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. APPilOVED NOA No 10- 0819.05 Expiration Date: May 26 , 2 016 Approval Date: May 26, 2011 Page 1 POT IrlOustries NOTICE OF ACCEPTANCE; EVIDENCE SIIBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6262JR, titled "Impact- Resistant Aluminum Mullion ", sheets 1 through 18 of 18, prepared by manufacturer, dated 12/13/10 and last revised on 05/06/11, signed and sealed by Anthony L. Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of Clipped Aluminum Mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. I"I'L.6443 (samples A -1 thru E- 1), dated 02- 28 -11, signed and sealed by Marlin D. Brinson, P. E. • (The above test report has an addendum letter dated 05- 05 -11, issued by FTL, signed and sealed by Marlin D, Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by PGT, dated 08/13/10, 01/04/11 and last revised on 05- 06 -11, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by PGT, dated 03/14/11, signed and sealed by Anthony L. Miller, P.E. 2. Statement letter of lab compliance, as part of above test report. G. OTHER I. Test proposal # 10- 1070 -R, dated 01/07/11 approved by BNC. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 10- 0819.05 Expiration Date: May 26, 2016 Approval Date: May 26, 2011 E -1 ISUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT:RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS ATHRUG; SHEETS 2-3 T.OPENING FOR VERTICAL MULL SEE DETAILS A- D,G,H; SHEETS 2 -3 VERT. MULL LENGTH 1 HORIZONTAL MULL LENGTH 'SEE DETAILS A- D,G,H; SHEETS 2 -3 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL —I LENGTH I- OPE 1 I I tBNG MULL LENGTH OPENING SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE, OPENING FOR HORIZ. MULL ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE 1 SEE DETAILS A THRU G; SHEETS 2-3 OPENING FOR HORIZONTAL MULL SEE DETAIL E, SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE MUST BE MANUFACTURED BY PGT. I-- -- --HOR1Z. MULL LENGTH - ---� -j :--— 1 11111 OPENING FOR VERTICAL MULL OPENING FOR VERTICAL MULL MULTIPLE MULLIONS VERT. MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLS HAVE BEEN TESTED AS "FREE- FLOATING° AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULL CUPS. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. THE CENTER -TO- CENTER HOLE DISTANCE IN MULL CLIPS HAVE BEEN SPACED TO ALLOW FOR THE FULL ANCHOR LOAD. 4) THE MULLIONS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION, SECTION 1626. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS AND ARE IN COMPLIANCE FOR USE IN THE HVHZ. MULLIONS ARE ONLY TO BE USED WITH PGT APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 5) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED SPAN OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 18. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 7) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 8) 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. 9) REFERENCE: TEST REPORTS: FTL -8443; ELCO ULTRACON/CRETEFLEX NOA'S; ANSI /AF&PA NDS -2005 FOR WOOD CONSTRUCTION; ADM -2005 ALUMINUM DESIGN MANUAL INSTRUCTIONS: 1) DETERMINE DESIGN PRESSURE REQUIREMENT FOR THE STRUCTURE. 2) DETERMINE THE DESIGN PRESSURE FOR THE MULLION USING THE ENCLOSED TABLES. THIS DESIGN PRESSURE MUST MEET OR EXCEED THE VALUE FROM STEP 1. IF DIFFERENT MULLION TYPES ARE USED IN AN ASSEMBLY, MULTIPLE TABLES WILL NEED TO BE EVALUATED. FOR MULTIPLE MULLIONS, THE LOWEST DESIGN PRESSURE SHALL APPLY TO ALL MULLIONS. 3) DESIGN PRESSURE FROM STEP 2 REQUIRES THAT THE PRODUCT BE INSTALLED IN ACCORDANCE WITH THIS SHEETSET. 4) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MUWONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. SEE EXAMPLES ON SHEET 18. GENERAL NOTES 1 INSTRUCTIONS ..... «.. „ 1 ELEVATIONS 1 MULL TO 2X WOOD.— ...... 2 MULL TO 1X & MASONRY. ..... 2 INSTALLATION NOTES 2 MULL TO MASONRY..„ 3 MULL TO STEEL STUD 3 MULL TO MULL 3 ANCHOR SPECS........,. 3 ALTERNATATE CLIPS 4 BAY MULL INSTALLATION 4 1 X 2 X .125 MULL SPECS 6 1 X 2 X .376 MULL SPECS—. ... 1 X 2.75 X .376 MULL SPECS ..... ... -T 1 X 2,76X,66 MULL SPECS.... 8 1 X 3.126 X .600 MULL SPECS... 9 1.25 X 3.188 X .285 MULL SPECS10 1 X 4 X .126 MULL SPECS 11 1 X 4 X .376 MULL SPECS 12 2 X 4X.26 MULL SPECS..... 13 2 X 6 X .25 MULL SPECS .„14 1.28 X 2.11 X .125 MULL SPECS.... 15 30° X 3.25 BAY MULL SPECS. 18 45' X 3.26 SAY MULL SPECS......... 17 EXAMPLES 1 & 2.. ..,..... »,H.......18 –J g co 2 RESISTANT ALU 0 w1 1 O 1 1 Approved as emptying edits tint Florida tiling Code Dote, /1 NO1 +..0,'r •8 ,.. IWist.a1 Bade ?induct Control ,01$ 1,i1 .- ,E.NSE . * �i * ; - to. WO * ' CC --....-.0 '.."1`- O • i © ” -.• FLOFt1OP•'` A./62ligat;1;.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY MULLION MULLION SEE SHEETS 6-17 FOR HOLE LOCATIONS EDGE DISTANCE FOR WOOD SCREWS EDGE DISTANCE FOR MASONRY ANCHORS 260" MAX FOR ALL MULLIONS SIDE VIEW EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS•METHOD. EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLE 8, SHEET 3 TYP. ANCHOR PER SUBSTRATE. SEE TABLE B, SHEET 3 BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEETI. MIN 2.y KSI CONCRETE OR CMU TABLE A, PARTS FRONT VIEW FRONT VIEW Mull Dimension POT Part a Mullion Standard Clip Offset Clip INSTALLATION NOTES: 1) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON ANCHOR OR ELCO 1/4" CRETE -FLEX MASONRY ANCHORS PER TABLE B, SHEET 3. 2) FOR WOOD OR METAL APPLICATIONS USE ANCHORS PER TABLE 0, SHEET 3. 1 X2 X.125 1 X2 X.375 666113M 6861118M 6661119M 1 X2.75 X .375 1 X2.75 X.65 666115M 8681120M 6661121M 1 X3.125 X.500 ' 6661116M 6681114M 3) ANCHOR EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. 1.25 X 3.188 X.265 1 X4 X.125 6681117M 666111M 6661113M 4) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY, BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 5) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. THE ANCHOR HOLES IN THE STANDARD AND OFFSET MULL CLIP MAY BE COUNTERSUNK. 1 X4 X.375 2X4X.25 2X6X.25 66112M 1.28X2,11 X.125 U.Channel 666243M 866244M 666245M 666246M 56824M 56624M 666241M 668242M 688271M 86272M NIA NIA N/A DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. EXTERIOR MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLE 8, THIS SHEET EDGE DISTANCE FOR MASONRY ANCHORS EMBEDONT BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. 1— -4 °MIN. • I MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW TABLE B, ANCHORS 4 • TYP. ANCHOR PER SUBSTRATE, SEE TABLE B, THIS SHEET EDGE DISTANCE SEE TABLE B, MIN 2.7 KSI CONCRETE OR CMU THIS SHEET SIDE VIEW Substrate Anchor Minimum Embedment Min. Edge Distance A Concrete (min. 2.7 ksl) 1/4" Elco UltreCon Concrete (min. 3.35 ksi) 114" Elco Crete -Flex SS4 1-3/8" 2-1/2" 1 -3/4" 2 -1/2" Ungrouted CMU (ASTM C-90) Concrete (min. 2.7 ksI) 1/4" Elco UltreCon 1/4" Elco Crete -Flex SS4 1/4" Elco UltraCon Concrete (min. 3.35 ksl) 1/4" Elco Crete -Flex SS4 1 -1/4" 1 -1/4" 1-3/8" 1 -314" 2 -1/2" 2-1/2" 1" Ungrouted CMU (ASTM C-90) 1/4" Elco UltreCon 1 -1/4" 1" 1" C P.T. Southern Pine Aluminum, 6063 -T5 Steel Stud, Gr. 33 A36 Steel 1/4" Elco Crete -Flex SS4 *12 Sheet Metal Screw (05) 114" Elco UltraCon 1/4" Elco Crete -Flex SS4 1 -1/4" 1.3/4" 1-3/8" 1-3/8" 1-3/4" 3/4" 1" #12 Sheet Metal Screw (G5) 0.125" 1/2" *12 Sheet Metal Screw (05) 18ga (0.048") *12 Sheet Metal Screw (05) 18ga (0.048") 1/2" 1/2" VARIES VARIES .125" MIN. DETAIL E: MULLION TO MULLION INTERSECTION NOTES: 1) MAY BE INSTALLED IN "TEE" OR "CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE INTERSECTION CLIP DRAWINGS, SHEETS 5-14 FOR CORRESPONDING MULLION AND ANCHOR QUANTITIES. TOP VIEW MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLE B, THIS SHEET. MULLION J .INTERSECTION u-CLIP FRONT VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD EXTERIOR SEE SHEETS 5-17 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLE B, THIS SHEET NOTES: 1) FOR 2X WOOD - BACKED STEEL. STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-17, FOR QUANTITY OF SCREWS. TYP. ANCHOR PER SUBSTRATE, SEE TABLE B, THIS SHEET SEE SHEETS 5-17 FOR HOLE LOCATIONS FRONT VIEW EXTERIOR FOR STEEL STUDS THINNER THAN 16 GA AND COMPLIANT WITH THE ft. BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS SIDE VIEW 4 EDGE DISTANCE SEE TABLE B, SHEET 3 . SIDE VIEW W m 2 co Z m 2 • co CO G v pp N 4 4:4$4441111CWMI tlls. Florkis Zia , 2 Code Itkett i'4OA r IT `‘‘ ` � 1.YNA 11,/4 :��`T'•'��CENSE •• *; No .58705 • eo • • F .; �LOR1bs'•'.C'i`� '/, !ONA - A. LYNIVIUIL L R, P.E. FL P.E.# 58705 DETAIL F: FIELD - MODIFIED MULLION CLIP SEE DETAILS A-E, SHEETS 2 AND 3 L TO SPECIFIC SUBSTRATE$FOR INSTA. LATION r ,ccrrrcizrr,Y/ O O 01.1 SIDE VIEW SEE SHEETS 5-17 FOR HOLE LOCATIONS STANDARD MULLION CUP MODIFIED TO FIT FIELD CONDITIONS. DETAIL G: ANGLE MULLION CLIP MULLION DETAIL H; BAY MULLION INSTALLATION TOP VIEW SEE SHEETS 5-17 FOR HOLE LOCATIONS TOP VIEW SEE SHEETS 5-17 FOR HOLE LOCATIONS TYP. ANCHOR /—PER SUBSTRATE, ! SEE TABLES, SHEET 3 TYP.ANCHOR SUBSTRATE, or SEE TABLE B, SHEET 3 MULLION 2"X2" ANGLE CUP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. 2'X2"X.125' ANGLE CLIP, 2 PER MULLION END. MUST BE INSTALLED INSIDE OF MULL. EDGE EXTERIOR DISTANCE SEE TABLE 8, SHEET 3 TYP. ANCHOR PER SUBSTRATE, SEE TABLE B, SHEET 3 INTO WOODISTEELIAL. INTO CONCFIETEICMU EXTERIOR EXTERIOR MN. 1.O©' EXTERIOR HOLES TO BE DRILLED IN-FIELD, SEE SHEETS 8-17 FOR HOLE LOCATIONS. ▪ DESIGN PRESSURE • LIMITED EDGE DISTANCE --SEE TABLE 8, SHEET 3 INTO WOODJSTEEUAL. INTO CONCRETEfCMU N. 1.00" EDGE DISTANCE SEE TABLE B, SHEET 3 ' EDO DISTANCE SEE TABLE B, SHEET 3 MIN. tor MIN. .375 EDGE DISTANCE SEE TABLE B, SHEET 3 MASONRY ANCHOR NOTES FOR INSTALLATION OPTIONS F AND G;, 1) DETAILS F1, 01 AND 02: IF ALL ANCHOR LIMITATIONS FROM THIS SHEETSET ARE MET, THEN THE FULL DP OF THAT MULLION MAY BE USED, PROVIDED THAT THE OVERALL SYSTEM DESIGN PRESSURE REQUIREMENTS ARE MET. 2) DETAIL F2: IF ALL ANCHOR LIMITATIONS FROM THIS SHEETSET ARE MET, THEN HALF OF THE DESIGN PRESSURE OF THAT MULLION MAY BE USED. 3) DETAILS F1, F2, 01, AND G2 ARE NOT APPLICABLE TO THE 2X4, 2)(6 OR BAY MULLION. 4) SEE SHEETS 5-12 FOR CORRESPONDING MULLION AND ANCHOR QUANTITIES. EXTERIOR HOLES TO BE DRILLED IN- FIELD, SEE SHEETS 647 FOR HOLE LOCATIONS. MASONRY ANCHOR HOLES TO BE DRILLED IN- FIELD, SEE SHEETS 6.17 FOR HOLE LOCATIONS. NOTES FOR INSTALLATION OPTION It 1) USE 2 ANGLE CLIPS PER MULLION END. CLIP MUST BE INSERTED INSIDE OF MULLION. 0 Z aC co tt? 1 J01 1 2) SEE CORRESPONDING MULLION TABLES, SHEETS 16 & 17, FOR QUANTITY OF SCREWS. otoresed Plisiois >�aus G e 3 with Th. 11* 12 a1 110A0 1,47-1:7Ailer Mk*> Product Cent .,. \‘� ,`INN A4/Ue i • ` oleos, .• • I w FL T. • �'�` � ///583100P1/4\‘'O' A. LYNN kaki P.E. FL PEE.# :705 _,-, 1" X 2" X .125" TUBE MULLION AND CLIP MULLION 6063 -T6 ALUM. X- SECTION MIN..375' STANDARD CLIP 6083-T6 ALUM. TOPVIEW 2.000° r-- 1.000• .126' .125' 5.500" 4.750" 1.129" .376' 0.312' INTERSECTION U- CHANNEL CLIP 6063 -T8 ALUM. TOPVIEW 1.6 STANDARD CLIP 6063 -T6 ALUM, 2.000" X- SECTION MIN. .375" OFFSET CLIP 6053 -T6 ALUM. TOPVIEW 1 I 1 1 i f 1 "rr sr.eif/ /: sr /Mr 4 /z/t~/~/I.!I .126° EXTERIOR .126" 5.600' 4.750' 2.620' 1.129' .126" - +-- .740" 15. EXTERIOR MIN. .375" MIN. .375" 2.664" ALWAYS USE 2 SCREWS PER CLIP INTERSECTION U- CHANNEL CUP 6063 -T6 ALUM. X- SECTION USED 104 MULL ONTERSECT- IONS ONLY .126" .338" .611 0.226" y r- -.125" 1/4N S 2.126" I .740' I+- TABLE 1B TABLE 1A 1x2it .125 Alum. Tube Mullion Anchor a Substrate Type, See Table 13 Rectangular Loading . Design Pressure (IbWRa) Opening (Vertical or Horizontal) 50 in 60 In 70 In 80 In 90 In 100 in 120 In 140 In 160 In IONIONIONNONONINOINOINOINOI 30000U000in00000000i lo0nUnO0n0 MM0O W W m W DOmOmm " " DOMOMDQiOOMmmU W omom000 W mmomimmommmfmmUmmaia MMOOOMmO 90 90 90 OMMOm n mmMOmmUMm COMMOMMEMOMEMOOMM CMODOWWWOMMUUM mminumpu onn nom 42 in 50.625 b4B� In 60 In � In 76 in 78 In NOTE: THE ROW HEADING "# OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY. 1x2*.125 Alum. Tube Munion Anchor and Substrate Type, See Table 13 Design Pressure (IbWft2) Opening (Vertical or Horizontal) 60 In 60 In 70 In 80 In 901n 100 In 120 In 140 In 160 In O m=iilifii ummi�}��ummunmum©nn©mn©un Mann Mal 130 fiiiiitiiiiiil 000 62 000100 52 00 50 50 50 48 00000m010000 0101 W 30 W 27 OMOMME1 23 MMO 22 OMMOMMUMM' MMOOMMOMOMOMMOMOMMUUMOOMMUM �fii omo 20 20 20 n®mmoommu minumom mmomnamm 50.826 In 54 In 80 In 831n 68 In 130 130 108 108 108 104 104 104 104 104 104 104 104 104 104 104 104 104 04 104 104 104 104 36 713 In 20 20 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U -CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 1B). FOR FENESTRATION PRODUCTS WHERE NOT AU. FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 1A). ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU INTO WOOD/STEEUAL. a. E MULLIONS MPACT - RESISTANT ALUMINU i 1 ileer.�, . fir: t sThls in• 4 . Th amt k �,L.L•ti 1.. `„itllllll,i. Mho .►.YNN * • No. 56745 , �'fl • � t I ;� mow; ;�Ca SSE F A. LYI+J'IM P.E. FL P.E.# 58706 1 "X2 "X.375 "TUBE MULLION AND CLIP MIN..375" STANDARD CLIP 6063 -Ten= TOPVIEW 2.000° MULLION 8063 -T6 ALUM. X- SECTION r- 1.Dao' -y 6.600* .128" 75' INTERSECTION U-CHANNEL CUP 8083 -T6 ALUM. TOPVIEW 1.1 5" 2.020" 4.750° MIN. I*1.065° (4375" STANDARD CUP 2 000" 8083 -T6 ALUM. X-SECTION MIN..375' OFFSET CUP 6083 -T6 ALUM. TOPVIEW 2 .125° `- 0.312" EXTERIOR .125" rirrrrrr /re,iAirv;iits , :li' <r./ /isrrtip:+ ✓s,er.+, rrrii✓✓' i, 5.500" 1.129" - -- 1.081t' 490" MIN. .375° .37 f 0.312' •" EXTERIOR 2.404° ALWAYS USE 2 SCREWS PER CLIP INTERSECTION U- CHANNEL CLIP 8063.T6 ALUM. XSSECT10N USED IN MULL INTERSECT- IONS ONLY .125 338" .449 0.225" 2.12$° .740° I-- TABLE 28 TABLE 2A 1x2x.876 Alum. Tube Mullion Anchor end Substrate Type. See Table 3 It of MOWS Design Pressure (ltarllt2) Opening (Vertical or Horizontal) 801n 60 in 70 In 80 In 9D In 1001n 120In 1401n 180 In IONIONOMIONOODOOMONO011al ©Q 4 ©unnunn©nnunnunnun©nnunn MMMuM 109 O 109 OOMIOMMEIMM®o ®iii 40 59 U UD 30 0 D 101 ME1DDDD 60 D 60 Q®MDD0 40 p 40 © 30 D 30 U 0120 70 0 70 10000 60 00000 40 MQMMQMOMOM MMOMM000120040MOMMOMmOOMOMOMMEI 000000 = 000®00000©0 20 20 20 O®®U®E 0000000 OvMENOOMMMOMMUUMMi CM 40 40 °00000000000000M0 WM 00000000®®00©0 la. .' r: k.ti 4a WM 000 22 00000000 0 WM DD 25 20 20 20 0000 0 48 h1 50.825 In 101 30 801n 63 in NOTE: THE ROW HEADING "# OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 1x2x.378 Alum. Tube Mullion 0 of Morns i Design Pressure 0bs3t&) Opening (Verbal or Horizontal) 50 In 801n 70 In 80 In 901n 100 In 120 In 140 in 180 In nuunnumuninnummunummunnnommin WM mmmi /iii 170 m 170 omm 169 moMm momMOmmm W MMMM 103 M�101;99 108 103 0 103 100 O 100 i 88 00000400130 M 107 M', 100 0 100 '00 00 0330000 ' 60 60 80 130 60 80 80 80 : 80 80 00 0 r000000000000000 62 M /6�2� 62 62 62 00000 000000000000000 42 42 (tint 000000000 _M000 i0000 4o air 4000000 33 33 0 0000 WM 50 50 50 42 42 0000000!� 000 M M 'I 00D 00 0 D00D000000 0000 . 80 � 80 '• 22 22 20 20 28 � `, . r • � �'' 00 000�a0000I�Q7R1 1 ii�7 ®i�0itZ�i�1 ®� n4 T14011 - # ,ik, �p n 50.625 In 170 170 170 170 60 In 82 721n 22 22 22 20 20 20 20 20 20 20 90In 0001300 `Ir TABLF NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 2B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 2A). ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU 0 11 0 • INTO WOOD /STEEL/AL. i lh O. DC 1 1 0 to 1 Approved Merida {Uetc NOM Miami Dade Product C .��►, yaw 101011111II,,.,\``4•A ‘.1NN 04' tile . 561°5 NQ • apLcil : /,S2; A. LYI4O MAIWt, P.E. FL P.E.# 58706 1 1.129' .876" STANDARD CUP 2 000" 8083 -T6 ALUM. X-SECTION MIN..375' OFFSET CUP 6083 -T6 ALUM. TOPVIEW 2 .125° `- 0.312" EXTERIOR .125" rirrrrrr /re,iAirv;iits , :li' <r./ /isrrtip:+ ✓s,er.+, rrrii✓✓' i, 5.500" 1.129" - -- 1.081t' 490" MIN. .375° .37 f 0.312' •" EXTERIOR 2.404° ALWAYS USE 2 SCREWS PER CLIP INTERSECTION U- CHANNEL CLIP 8063.T6 ALUM. XSSECT10N USED IN MULL INTERSECT- IONS ONLY .125 338" .449 0.225" 2.12$° .740° I-- TABLE 28 TABLE 2A 1x2x.876 Alum. Tube Mullion Anchor end Substrate Type. See Table 3 It of MOWS Design Pressure (ltarllt2) Opening (Vertical or Horizontal) 801n 60 in 70 In 80 In 9D In 1001n 120In 1401n 180 In IONIONOMIONOODOOMONO011al ©Q 4 ©unnunn©nnunnunnun©nnunn MMMuM 109 O 109 OOMIOMMEIMM®o ®iii 40 59 U UD 30 0 D 101 ME1DDDD 60 D 60 Q®MDD0 40 p 40 © 30 D 30 U 0120 70 0 70 10000 60 00000 40 MQMMQMOMOM MMOMM000120040MOMMOMmOOMOMOMMEI 000000 = 000®00000©0 20 20 20 O®®U®E 0000000 OvMENOOMMMOMMUUMMi CM 40 40 °00000000000000M0 WM 00000000®®00©0 la. .' r: k.ti 4a WM 000 22 00000000 0 WM DD 25 20 20 20 0000 0 48 h1 50.825 In 101 30 801n 63 in NOTE: THE ROW HEADING "# OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 1x2x.378 Alum. Tube Mullion 0 of Morns i Design Pressure 0bs3t&) Opening (Verbal or Horizontal) 50 In 801n 70 In 80 In 901n 100 In 120 In 140 in 180 In nuunnumuninnummunummunnnommin WM mmmi /iii 170 m 170 omm 169 moMm momMOmmm W MMMM 103 M�101;99 108 103 0 103 100 O 100 i 88 00000400130 M 107 M', 100 0 100 '00 00 0330000 ' 60 60 80 130 60 80 80 80 : 80 80 00 0 r000000000000000 62 M /6�2� 62 62 62 00000 000000000000000 42 42 (tint 000000000 _M000 i0000 4o air 4000000 33 33 0 0000 WM 50 50 50 42 42 0000000!� 000 M M 'I 00D 00 0 D00D000000 0000 . 80 � 80 '• 22 22 20 20 28 � `, . r • � �'' 00 000�a0000I�Q7R1 1 ii�7 ®i�0itZ�i�1 ®� n4 T14011 - # ,ik, �p n 50.625 In 170 170 170 170 60 In 82 721n 22 22 22 20 20 20 20 20 20 20 90In 0001300 `Ir TABLF NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 2B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 2A). ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU 0 11 0 • INTO WOOD /STEEL/AL. i lh O. DC 1 1 0 to 1 Approved Merida {Uetc NOM Miami Dade Product C .��►, yaw 101011111II,,.,\``4•A ‘.1NN 04' tile . 561°5 NQ • apLcil : /,S2; A. LYI4O MAIWt, P.E. FL P.E.# 58706 1" X 2.75D "X .375" TUBE MULLION AND CUP MIN..375" 2.750" MULLION 6083 -T8 ALUM. X- SECTION 1.000 "+^f .125" STANDARD CUP 8083 -T6 ALUM. TOPVIEW 6.500" .375" 4.750° 1.086 ° - 2 1,129° 378 0.312" STANDARD CLIP 2.000' 6083 -T8 ALUM. X -SECTION MIN. .375' OFFSET CUP 6083 -T8 ALUM. TOPVIEW i 1 1 i 1. 1 � � I r J,,,, 444 lFirite 1 rll.I1, /fl /rr/ l O Wr/Ys /!,ti .125" EXTERIOR .125° 6.500° 4.750° - 1.085"-"► 1.129" .740° 1 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE. USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 38). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 3A). .376° 0.312" 18" INTERSECTION U- CHANNEL CUP 8083 -T8 ALUM. TOPVIEW 1.876 ALWAYS USE 2 SCREWS PER CUP MIN. INTERSECTION .376" U-CHANNEL CLIP 8083-T8 ALUM. X- SECTION 1.875" _ MK EXTERIOR .375" 3.000" USED IN MULL INTERSECT- IONS ONLY .125" 1.199" 0.225" -`1 I- -.126" 2.126" .740' - TABLE 38 TABLE 3A 1 x2.78x.375 Alum. Tube Merlon Anchor and Substrate Type. See Table 6 1 olAnc 42 in 481n 50.625 In 54 In 80 In 63 In Rectangular Loading Deelgn Pressure 1balftj Opening (Vertical or Horzontal) 50 In 80 In 70 In 60In 90 in 100In 120 In 140 In 160 In unnunnuDQ©ammu EIunnun©©DEIEan MOM u 109 DDUUD QUM®OU e0 io 80 0000 30 M DD 108 ®MDU 106 D©0D0 80 0©DD©DD 30 D 4m ©L 1 Dm 102 120 mmHg 50 102 mono 40 MOMOMOODOM ®D®DD®©© 109 O®M©®MOM©O®OO®MOM® D 120 OE iMOOMOm��!�''Im0 3M 1Oi Mi M®MOMM D o 70 num 4o i gm 32 CI 40 El 40 El 23 COMOMUM08200039MOMMME14202810302230000 ®E"�mpi�liD 40 i7i DD DDOm ©OD 23 20 20 m 20 �UDQ� QU�DDDD 30 OUOD 23 22 23 �� ®� '111111DD1 33 �11��11 ©®��1�� MOM 30 MOMOMMOMMUMMO MUMMIDEU Om . { 123 103 30 20 30 72 In 76 In 90 In 98 In 108 In 0 20 22 22 20 20 NOTE: THE ROW HEADING It OF ANCHORS° ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 1x2.76x.376 Alum. Tube Mullion Anchor and Substrate 1 pe, See Tab1e B # of Anchors Design Pressure (lbafitt) Opening (Vertical or Horizontal) 50 In 60 In 701n 80 In SD In 100In 120 In 140 In 180 In MIONOINOIODIOONOONOOONOONOO mainuninnammunnnmnonanuunnunium NMI 170 170 170 KM ® � El 170 170 X1}700 170 103 170 ' . 170 170 170 170 101:1 170 135 '� 170 MEI O 107 170 MO 170 MO 9 M00 123 MM O 30 M p 80 M'M 80 O M 80 M' wiz 150 0 170 133 170 122 60 Demo 110 gici 107 70 E 50.626 In 170 70 80 in 83 In 70 140 108 70 140 106 70 140 =IMMO DMUD 00000 00 M0M WMDUMDDDD 00000000 50 MOO © MO 63 UDMDQ 0 MUM 0000 MOOMOMMOMM MO 10000 M: 00000000000000 MOM a Dap iii a ommonumuum 25 lI 130 108 130 104 to 108 90 99 so 92 92 so 82 80 53 50 49 63 40 40 83 83 90 in 95 in 1061n 82 50 50 32 32 28 28 83 33 32 32 25 23 30 28 23 a USED IN EXAMPLES ON SHEET 18 ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD /STEEL/AL.. �! ' a 11 0 • Eq CO 0 co inco A rappreeri :Of t+brirla Elate .. 440 Moo Dam i'r(iIuet iSaitut e 1" X 2.750' X .B50" TUBE MULLION AND CLIP MULLION 6003 -18 ALUM. X- SECTION MIN. .376° STANDARD CLIP 6083 -T8 ALUM. TOPVIEW 2.750° 1+1.000°1 INTERSECTION U- CHANNEL CLIP 8083 48 ALUM. TOPVIEW 1.312 .125° STANDARD CUP 2.000' 6063 T6 ALUM. X -SECTION MIN..375°- - -- OFFSET CUP 6083 -T6 ALUM. TOPVIEW 5.500" 2.620" 4 750° .125" 1.085"-t•- 1 eri ALWAYS USE 2 SCREWS PER CLIP _ MIN. .125° -- , .476° EXTERIOR .740° .47 .375" 3.000" INTERSECTION U- CHANNELCLIP 8083 -T8 ALUM. X- SECTION USED IN MULL INTERSECT- IONS ONLY TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U -CUP MAY NOT BE COUNTERSUNK. 6) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 4B). FOR FENESTRATION PRODUCTS WHERE NOT AU. FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 4A). .125° .338° .511' 0.225" -- h -125" TABLE 4B TABLE 4A 122.75x.850 Alum. Tube Mullion Design Pressure 6bellt3) Opening (Vertical or Horizoninll 50 In 80 In 70 In 80 in 00 in 100 In 120 In 140 in 190 In Andxsr ,� a __- substrate type, _ � ©� - - See Tabl1 ©11� 1111p iaaAO1131aoaAOrO ©oo1011a0000n0001131ao 1000 109 El 109 0000000012000 60 40 60 0000 30 0 111110131111 108 0000 1" 00000 9 0121 C10C11 SO 0 40 0 i ��}}!!��00 102 0 120 0000 50 1°2 s6 000 40 00000000 25 0 �i�0000 123 62 00i300000000t 11000001300 0000 00g► 000000 52 CI CI 43 28 0000000 0/!�0 130 82 0 108 70 CI 000000120 0000©00 20 0 }� 011:1000 0000 39 000000 52 �+2° 43 CI 22 E KM 0000000 40 52 00000000 33 000 20 2500 1n X000' 82 082 0000000 00000 000000%0 000000CI 330000 0 022023 022 EEl 60.825 in 84 in 00 83 in 123 103 88 In 78 In 90 in 108 In 70 70 rw00 0000000 �� ®�� ®�1131ZIC301:1® 1:11111121OQE3 25 ElEl 23 20 20 20 0 ■wea�ea�e�aw��wra- 20 120In NOTE: THE ROW HEADING ' OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 1x2.78x.£50 Alum. Tube Mullion Anchor and Substrate type, See Table 8 Triangular/Trapezoidal Loading Design Pressure (lbslit) Opening (Vertical or Horizontal) 60 In 901n 70 in 801n 90 In 100 In 120 to • 140 in 100 In uuNigiNihaiIIil IiNII1IhI1 a101© ©�Anr1O� o0 ®ray ©��1�� ®�a 0 IME 0131 00 0 0H 0E1 00 00 00 000 000 00 OD 0000, Mill 0 0 01000 00 0 0 0 0 00 00 000000 lifii ��i00000EI00m.00I0 EMI 0 13013011:1 01111E1E1 00000000000 101111E20111/3 0 0 0000000 0000000000 0 0 0 80 000000 000 40 0000000 0 0000 60 00000000 00 010000100 0000 0 000000000000000 0 000000 0100 32 32 0 00 23 000 0 00000000000000 0000 0000 2 0 000000 00 0000000000000 00 00101300 .: 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 48 In 00.825 In 470 107 170 170 105 170 170 170 170 170 123 170 80 170 10 170 60 170 170 80 In 160 170 133 170 122 110 107 70 100 108 70 108 70 170 163 104 80 72 in 123 104 11031 00In 108 In 120 In 80 182 106 101 120 60 0 108 go 105 107 so 60 80 92 40 82 82 40 40 40 40 30 30 23 40 22 32 20 20 20 0 USED IN EXAMPLES ON SHEET 18 ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU 0 • INTO WOOD/STEEL/AL 1•111•J 2 a N a. 2 e- �b 8 co 1 2 ti k N #a d 1 C.� m O ic4 hgproved &it Ptorlris i':3 �., Os tiOmt 1 W iLYNN44 ,'�.. •. * No. 587°5 * tY $,8/ONAk- $'‘ A. LYUNI1ILLit, P.E. FL P.E.# 687 1" X 3.125" X .500" TUBE MULLION AND CLIP MIN..376° STANDARD CLIP 6083.76 ALUM. TOPVIEW 3.125" MULLION 6063 46 ALUM. X-SECTION ° 5.500' 4.760' STANDARD CUP 2.000 608348 ALUM. X- SECTION MIN. .375' OFFSET CLIP 6083 -T8 ALUM. TOPVIEW .126" EXTERIOR 125` 5.600'_ 4.750" 2.820" .066" 1.129' .740" I- -1 INTERSECTION U- CHANNEL CUP 2.000° 6063 -T6 ALUM. TOPVIEW ALWAYS USE 3 SCREWS PER CLIP MIN. .376" INTERSECTION U- CHANNEL CUP 806346 ALUM. X-SECTION 2.000' USED IN MULL INTERSECT- IONS ONLY MIN. .376' 1.1137° t EXTERIOR 2.637" 3.500" TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 513). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 5A). TABLE 5B TABLE 5A 1" x 3.125" x .600" Aium Tube 11M Anchor a Substrate Type, See Table 8 it of Z Rectangular Loading Design Pressure (Ibsrft=) Opening (Ve 1Ical or Horizontal) 501n 80 In 70 In 80 in 90 In 100 In 1201n 140 In 180 In NOINOMONIONIONIAIIIIIONNOO Anchorsnno ©QOnnnninnun■ unnumn©©ommu DUm 109 1] 109 000000 i' 00000 40 60 0000 m Ii DDM1050D 0D103DN000901]1a2 0000 30 0 40MM ®0m 102 1 120 ODDO ° mm10D 40 0000000000 ® ! ®0 83 123 00ODU 107 0000000000000010 0m00Ow0 110 0101]10 52 00000000 m 00 00 m a2 1M 70 1 106 1 o 0000000000000020 0 m0D00E 00D0O00Dm0 ®00 28 ©000000 00D000 OMM0000000000OOMOMMEMEinOMEM 00m000I0DD00 34 11]©11 = 0000000 00000000 50 00000 4 00000000000 000iI004a0.40000 1D3"00xr 221]221m1©.s! ai1] 0000 n 0000000000000 `. . MmmmMmmE 22 2x 00000001 48 In 50.825 In 54 in 80 In 83 In 88 In 7810 711 In 90 in 108 In 103 82 00 120In NOTE: THE ROW HEADING "# OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY. 1 "x3.128 "x .500" Alum Tube Mull TriangularlTrapezotdel Loading J Design Pressure (lbstltj Opening (Vertical or Horizontal) SO In 00 in 701n 801n 90 In 100 In 120 In 140 in 180In Subs Sea of 1111111111111111111111110118111111111111 10©11311011131131 1111110Onnn ©EIMEM 'nnn EMEI Ea 170 170 170 E3 170 170 Ea 170 170 Ea 170 170 ED 170 170 m 170 170 170 170 El 170 170 MD WM 170 170 157 103 170 cm 170 cm 170 Do 170 on 170 'c 170', 136 El 170 Emo IM 107 170 DD 170 CIO 170 83 170 IMICI 170 80 170 gm 80 cm 80 170 0 170 0a 170 122 80 170 170 110 Ei DO 170 DD 170 104 0000M0 80 M 09 0 132 00M■10■MmOOM' 170' 108 UD 97 0M 90 ©DDD 127 MO®MME©®®®MM. �!}!� 170 101 87 M00"1000"0000004°08°0 00 80 00000®O 80 100 OO „ 000000 M 1(4 000 70 80 WMOOM0000 50 000000 70 0 40 000 59 0000ti i0 WM00 10S 00 89 00000000000 ° 000000000 0 00005°°5°0004°0°000000N0 000 00000000M00000 33 30 0 30 000000 23 0Q 00000 33 0000 00000M000000000 50.825 In 54 In 80 In 83In 150 183 107 70 160 108 70 1011 70 108 80 170 170 7fl' 90 in 96 in 108 In 70 =IMM 1 M MM 0 00000000001] 1201n 28 30 30 30 28 ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD/STEEUAL. • O ii O • • • HIM a 2 00 9 1 0 ha r i cn ., i• !i 1lr M /- NOS ftsde Product Centro) '+ BY 1.25" X 3.188" X .265" TUBE MULLION AND CLIP MULLION 8063 -T6 ALUM. X- SECTION MIN. .375" STANDARD CLIP 6083 -T6 ALUM. TOPVIEW 3.187" 5.600" 2.620" 4.750" 1.129° STANDARD CUP 2. 8063 -T8 ALUM. X- SECTION M.375° OFFSET CUP 6063 -T8 ALUM. TOPVIEW EXTERIOR •126" .125" 2 5.500" 2.820" 4.760" 1.128" ,7 1.762" .376" INTERSECTION 2.626" U-CHANNEL CLIP 6083 -T8 ALUM. TOPVIEW ALWAYS USE 4 SCREWS PER CUP MIN. 1.375" INTERSECTION 8.826" MIN. .376" U- CHANNEL CLIP 608348 ALUM. X- SECTION 0.312" - TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE, 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP, 3) AU. MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 123). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 6A). 3.262° EXTERIOR USED IN MULL INTERSECT- IONS ONLY 4.125° .125" 338" .511" 0.225" TABLE 6B 1.25 "x 3.183"x .286" Alurn Tube IIBuII TABLE 1.25" x 3.188" x .26s" Alum Tube MuII Anchor and Substrate 1ypa, See Table 8 # of Anchors Rectangular Loading Design Pressure pbaitt*' Opening (Vertical or Horizontal) 50 In 80 In 701n 801n 901n 100)n 1201n 1401n 1601n IngiONIOINOIONINOMONOInal nnminnunnumunnunnunnunummunn wawa= 108 m 108 ummo mpoommu® 50 40 60 MOOD !3'�® ■rrlr __ 126 108 EIM I 0 M 00000 9a 0OOMMOO ° OM MO 128 102 0 120 OOMO 50 103 Q000 40 000OQOMOOM MOMOO 123 OOMOO 107 OOMMOOMOOOOMOOM' �� OM es OMOO 110100000000120 2 000M32 ®O �l�kilii iiiiAllili 82 0 123 70 0 105 0 40 000000000000 63 0 20 0: OMMO000 40 i100000000MOQMM 20 0000 000000000000 0 000000E000i Wa 8 5 0000000 w n 00 m 0 0 <il 00M m u 00000 00000040040000300:30023022022000 L(.. Fk,, X 000 40 000 30 33 00000000 n 000000 00 0000000000000 allaSSI66SESPR �® 50.825 In 54 In 103 721n 90 1n 62 108 In 111 In 1201n Design Pressure (WOW) 11C111111311111311111111111111111111111111111111111111 �o1Anoluoremmummummonminnunimunimmunnumn 170 D 170 170 O 170 170 170 170 170 170 D O O M 170 OM 170 170 170 M, 108 170 MO 170 170 MO 170 00 170 00 170 MQ r + M O 178 Mm 170 170 123 0 170 00 M M �!� • 178 130 178 t30 170 80 170 MOM 70 160 106 70 0 100 70 M 106 MO MOOMOOMOOM 60.628 In O 0000000 170 108 �!��"�iii�!' • 170 181 � Q 0 122 0 6 MO DD 60 101046U 70 MOO WM0000000 00000 42 70 M 40 M082 108 8'd0800000070 620000 1301n m 0000 60 40 b0 000000 0 WM00D000D000D00M0 30 0 " 30 1oe1n 0000', MOOD 25 000 0000000000000: 0000 000 23 00000000000000 120 kl 28 _ mummummomonommun ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD/STEEUAL. • 0 1 0 • IIfl i{ ALUMINUM TUBE MUL F- 2 00 reL 8 N ..I 2 N g i O m N npreved eS El: Miami O t e Pruduct Gmtml ,,t111111111/ottt '‘c,30 `S,% 014 .M1144, I/ • NAG` • Vco •� d '' O • (lip: L A. LYNNII ItLER, P.E. FL P.E.# 59706 1" X,4" X .125" TUBE MULLION AND CLIP MIN..375" MULLION 6083 -78 ALUM. X- SECTION 4.000" t- 1.000"--1 Nazzor .126" 6.500' 4.760" 2.820` 1.129" STANDARD'CUP 6063 -T6 ALUM. 015" TOPVIEW y j STANDARD CUP 0063 48 ALUM. X- SECTION r f j r�riri '�rJ��.,r�.+.'i� /ri��..+�/ sir, / /r�i'.!�,r�i ✓ /iiiryii.rii.ii 0.312" 0 0 EXTERIOR .125' 2.820" .125" MIN..375 "----► OFFSET CUP 6063-T8 ALUM. TOPVIEW 1.1 cor 2 5.500' 4.750" a .125 "...•• .740" I 2.81 a 3.824" MIN. .375" 0.312" Q 2.260" 3.000' 1 EXTERIOR s INTERSECTION U- CHANNEL CLIP 8083.78 ALUM. TOPVIEW ALWAV USS 4 SCREWS PER CLIP INTERSECTION U•CHANNEL CLIP 6083 -10 ALUM. X- SECTION USED 1N MULL INTERSECT- IONS ONLY ALLOWABLE SCREW PATTERNS INTO CONCRETE /CMU O O • O 0 1 0 0 p 0 • INTO WOOD /STEEUAL. 0 0 0 0 • TABLE 7A 1x4x.128 Alum. Tube Mullion Anchor Bub'b'le type. See Table 6 N of Anchors Design Pressure Obsfft°) Opening (Vertloal or Horizontal) 60In 60 in 701n 801n 90 in 100 fn 120 In 140 In 160 In © OgliglIONOOMOINOINONOOONON titiunniouuu uuunnunn itrnn !rn!n QQQ 106 Q 108 0Q000QQ0© ®0Q 60 40 80 0©0U ° Q EOQQ 108 0QQ0 108 00000 90 0000000 30 0 40 Qm DOQ 102 120 OOM© 80 103 O000 40 00013000000 11111MMOOMOMOMOMW7MQOMMOOMMOMMOOM 00 l m0 m 0t 00131 000 43 ° 00 0 32 ©0 EMQQQ00 123' 70 0 104 0 40 00000000000 2*! 0.0 m 0 MI0 m 0 0M00000000000 0 00 022 0000 0000000 40 000 70 0000000000 20 000 11=0 101 0 45 000000 e0 © ' 13001000000 32 00 7 00000000 w 00000 0 4 022 000 m 000 0082000032000000000023023 20000 0 00000 0= 0 m 0 m 000000000000 000=m 30 MEW 22 00000000 111/00 000 000 n m 21J 0000000 00000 2 0 0000 60.828 fn 601n 72In 103 33 78 In 90 In 96In 108 In 80 120 In TABLE 76 1x4s.128 Alum. Tube Mullion • of Anchors 42 in Triangular/Trapezoidal Loading I Design Pressure (Ibafitr) Opening (Verdael or Honxonlal) NMI 801n 801n 70 80 In 90In 100TH 1201n 140 fn MOM NOON Onnununnnnomonanniminnunnnnun ' 170 170 Q iaQ1°3 1700Q170M0170 01R10 170 CID 170mm170MOM 00 170 QQ 170 O 83 170 O0 170 060 170 M 80 170 0 80 170 0 W 160 Q M 133 0 170 122 60 170 D m 170 110 ®103 107 70 180 108 70 m 109 70 OD 70 Q 130 1711 M0 170 104 00000 92 W 000 1:D 30 125 00 126 OM 123 Q 170 106 0QQQD 90 "' QQQQ DQQDQ 108 00 106 OM M0 170 00000 130 00M00 q0 80 102 000000000' .' ;. ;: 103 60 90 :- :; :^ 40 .. � �. � LQ � 00 1 104 000 80 122 00 107 049 0 70 000000 Q CaE 00 0 0000000 000 00 l QLt3 000000000000 82 0000 53 000000000 0 63 00000 40 " Yi00 4 M 4s 0000 00 26 0000 s 1 000 60 42 G 043 1001 a0M io 29 0000000000 000000 30 30 30 000000 22 n 22 000000000 10120000000000000 22 21? m 20 000000 0 25 00 22 22 0000000000 170 170 126 107 170 170 170 170 170 170 170 170 170 170 170 170 170 170 80 170 170 801n 781n 90 In 108 In 120 In TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND /OR DESIGN PRESSURES IS ALLOWABLE. 2) $CREW PATTERN APPLES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRLLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET, 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2 -4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 0) FOR FENESTRATION PRODUCTS WHERE AU. FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULARIIRAPEZOIAL LOADING TABLES (TABLE 7B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 7A). 108 te RIR 41; fi CO A. k. Approved sR s1lt Me 19' NOM NAfanif Dade Produce Coeti,d `11011 l ,NNN© %• ..Mfg&' fi , "�,••�1,1GEN 'k No. 58705 Ste'JNA% -, , A. LYI ' MILL R, P.E. FL P.E.# 58705 • • • • ALWAYS USE 4 SCREWS PER CLIP 1 "X4 "X.375°TUBE MULLION AND CUP MIN..376' STANDARD CUP 8083 -T3 ALUM. TOPVIEW TABLE 8A 4.000° MULLION 8083-111 ALUM. X- SECTION r- 1.000" 5.600" 1x4x.378 Alum. Tube Mullion Deslen Pressure (lbaNt2) Opening (Vertical or Horizontal) 90 In 100111 110In 1201n .338° Anchor =, , Substrate Type, A See Table # *Anchors .128° .376" 4: 1.086"-- MIN. _ .375' 976° '"'' STANDARD CUP .000" 8063 -TSB ALUM. *SECTION MIN..375" OFFSET CUP 808348 ALUM. TOPVIEW i f I - riiri�rriiii:+'nrirrririr /r..i �� ✓rr ✓ririrlrrir✓ir,!r)•. 0 0.312' - --- 3.124" 0 EXTERIOR .1211 .128" 2. 4.750° 1.129" 2.372" 0.912" 0 .740' 1 _ MIN. .376' 0 EXTERIOR 3.000' INTERSECTION 1124" U- CHANNEL CLIP 8083 -76 ALUM. TOPVIEW 1.428" 0.225" 1""-.125" INTERSECTION U- CHANNEL CUP 0003-T8 ALUM. X- SECTION USED IN MULL INTERSECT- IONS ONLY ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU • 0 p • O p 0 O O p 0 0 INTO WOOD/STEEL/AL. • • 0 0 • • 1401n 1 180M IJ E1E1 oMENQaEM©agar o ©v © ©v =OM ©EM©oo WM 00010800 00M 109 0 109 000000000000000 80 40 80 0000�! 0 48In 82 0 108 00000 0000000 36 00300 40 00 60.8261n 000 102 0 120 000© 50 103 0000 4o MOMMOM©000000 102Yiii0i' 00 83 123 00000 107 000000 0M0O®M0O0M0 601n 109 0000000 110 00000 88 00000 70 000000 3a D0 631n MM0000 70 Om 82 40 ff2 M0 Q©MOMM0000000 2p �881n 00000000 100 DMOMQMMO 0000000 22 80 DOU. ____ ii ®0 147 0 40 00 180 COMO 00000000 0001` 000 000 40 78In 00 17200 10t 0000000 30 0000000000000000 1 OM'0O000O'. DD DO 40 000.000.00000: 26 m0; 90 in MO 98 DI]DUDDDDO 060 M0000 ODOM= 981n O 0000300 40 27 000000000000 30 OM 22 108 in 000000000000300 30 MUM0®MOMOU 0 000000000DE10 0 22 0000000. 120 in . 0 0000 0� 00 00DDD0� 1441n MOM 2p 20 �00�0m h' N 1x4x.378 Alum. Tube Mullion THangniarlTrepazaldall.oading I Anchor and Substrata type, See Table B of Anchors 42 In 60825 In 50In GO In 70 In 80 In Dalgan Pram Odle) Opening (Vertical or Horizontal) 100In 110 hi win 120 In 144In 1801n OnlOONIONIONOOIONIONNOIIONOON 400000Q000OOdanon0000i000faon000 i0 ,m m m0 OmMO ci m m i loam MOM= �� MOO m 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 m� M OM DO 00 00 00 00 00 0 M0 0 0 0 0 0 0 WM 0 ®0 MM 000 0 0 0 0 0C1 0000 000000 0000 0000 00 00 00 0 MMOMM1IMMOM WhOMM i 000 " DDE 0 j ADD M0 00 MMO WM 0000 D 000000 00 00 000 85 0DO ° M00 0000 00000000000 WM00000000 MO 00000 0000 000r 000 0 000000 0 0000000000 0000 0 000 COMIMO 00000000 00000 000001'"' 0000 0 0�c�i�i�im�c�i � 00 � omm�nmoM ��' 0 0O0 000000 32 MOOD D 00000 M0 = 0 MOO 00000.0 000000000 0 0000000 000000000 WEI1000 00000000000 00000LI000 h; ' 4 a 170 170 170 170 170 170 170 170 170 170 170 107 170 88 170 170 123 170 80 170 80 170 80 170 80 170 170 170 170 OD In 160 170 170 122 80 170 170 110 70 180 108 70 108 70 108 70 105 70 170 158 80 130 57 104 170 108 101 80 133 80 80 86 70 104 50 122 62 109 92 40 107 80 108 80 103 40 36 60 90 In 108 100 87 36 80 40 30 40 10Bin 60 50 23 37 30 30 20 27 1201n 22 90 30 27 23 22 23 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE, 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 86). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 8A). 'approved of evcrtl a� Florida Lint 8001: kidiEr A�}NrnF dwrls 1"n M'* Centro) °� �rwei.i°w�r • "�� ttllltt�o�+ g $10 *: p •' A. LYNN,WIL , P.E. FL P.E. #58705 2" X 4" X'.25" TUBE MILLION AND CLIP M.376" MULLION 6083-T6 ALUM. XSECTION STANDARD CUP 8083 -TO ALUM, X SECTION 1 r+ —.126° 8.600" .128" 1344" STANDARD CUP 8083 -T8 ALUM. TOPVIEW w0 INTERSECTION t U•CHANNEI. CUP 8083-T8 ALUM. TOPVIEW INTERSECTION U- CHANNEL CUP 8083-T8 ALUM. XSECTION MIN. .376' 0 2.087" 3A37" ---- -- 2.820" EXTERIOR USED IN MULL. INTERSECT- IONS ONLY 1.810" --i ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU • 0 0 0 000 1001 • 0 • •I o 01 ; 0 0 I I 0 INTO WOOD/STEEL/AL. TABLE 9A 2s 4 .25 Alum. Tube Mu81on Anchor end Substmle Type, See Table 8 5 of Armhole b TABLE 98 421n 50.826 In Rectenguler Loedlng Design Pressure (lbelf12) 541n 601n 63 In mmm 100 m 109 DDDUUQMMOMOM�m■ 40 60 0MMm 90 ■Mii 00M 08 00 6•d 0 108 00000 � i i0 8'i iill�m0: 48 w M e aM O 128 102 O 120 mmm0 00 103 01300a0000:1161,9 OMM00®` 001000 107 00000012®�0j �w�mDmm00m 120 mmm'mm 1� 0�+�01013 28 iA00®m�0 0M 82 0 130 70 m 123 62 40 mDD 100 On 103 DDM00mO 20 D WMPOM0000QMQOM' u 000® 106 0MM 34 22 0000 W 00 140 0000 40 0000 48 0 107 00000 80 31 20 000 0000000000000 30 102 0000 22 0 29 10 0000 0 143 000000°00000°0" 33 =0""0000 00000000 110 00000000000 60 28 18 0, 22 . 0 CM 00 132 U 108 m ° 0 40 0000000000 60 23 18 m 20 ,raj, ? 0 00000l�0000 000000 4 000 " m '' 0 00r 0000 28 " 0 23 62 0 20 000 40 23 00 ' O'mit 000i��0000000000000 32 i'� 0 . 40 m 40 32 1200 20 MOOMMEIMO M{ 00 123 103 781n 78 In SO hi 80 60 108 In 111 to 1201n 2x4x.28 Alum. Tubs knaUPon TriangularlTrepoaoiesl Loading a Pre e Ure (Ibs ft ) Opening (Vrrllosi or Herleanlal) Anchor end Substrate Type. See Table of MOM 42 In 60,826In 601n 601n 701n 501n 00In 100In 120In 140In i80lo 000000000000000000000000000 a o oa0000000�oaooamio4onomlsa 54 In 170 170 170 128 170 170 �!� 0 170 100 170 170 0 170 170 010 170 0 170' 170 m 170 MIm D0 170 0 103 Mm0 170 130 0 170 00 170 0 80 170 00 170 00 170 0�. D t07 170 100 170 m00m 83 000 170 as 170 0 80 00 80 170 D 0 170 mm 170 122 00 170 mu 170 110 m 010 170 104 0 170 EEO 170 12 60 170 30 170 mM 170 00 170 00 0 170 00 170 00 0 170 010 170 00 170 00 170 100 170 00 0 170 0 W 170 mm 170 mm 170 0 80 00000UDDD0' 0 00 170100 1700100 '� 000000 40 0 80 00'' 80 00 00 170 M 80 170 OMM0000 40 00000000 �!m0 170 00000 1N 000000000000000 0000 40 000000 110 DD .,� 43O 60 40 28 0000 001"00000000"0000000000 010°000000 0000670220M M0000 0000000000000000000 32 0000 40 000 0000000000000 0000000010000 160 80 In 83 In 00 OM WIMM0 104 0 00 00 0D 0 70 In 00 In 108 In 80 43 170 170 170 107 70 170 108 70 170 108 70 170 188 80 170 170 70 70 108 170 170 170 170 170 182 108 101 170 170 170 82 1201n TABLE NOTES 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE STANDARD CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/ TRAPEZOIDAL LOADING TABLES (TABLE 913). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE BA). N I 1 Approved etr r ri 15 ,p Yseo4! 11ar+ Florins iii . ' .. thile 444F MAN Mimi bole 3'rwlarl Castro/ 100 i00 1 jj 1 TABLE 9A 2s 4 .25 Alum. Tube Mu81on Anchor end Substmle Type, See Table 8 5 of Armhole b TABLE 98 421n 50.826 In Rectenguler Loedlng Design Pressure (lbelf12) 541n 601n 63 In mmm 100 m 109 DDDUUQMMOMOM�m■ 40 60 0MMm 90 ■Mii 00M 08 00 6•d 0 108 00000 � i i0 8'i iill�m0: 48 w M e aM O 128 102 O 120 mmm0 00 103 01300a0000:1161,9 OMM00®` 001000 107 00000012®�0j �w�mDmm00m 120 mmm'mm 1� 0�+�01013 28 iA00®m�0 0M 82 0 130 70 m 123 62 40 mDD 100 On 103 DDM00mO 20 D WMPOM0000QMQOM' u 000® 106 0MM 34 22 0000 W 00 140 0000 40 0000 48 0 107 00000 80 31 20 000 0000000000000 30 102 0000 22 0 29 10 0000 0 143 000000°00000°0" 33 =0""0000 00000000 110 00000000000 60 28 18 0, 22 . 0 CM 00 132 U 108 m ° 0 40 0000000000 60 23 18 m 20 ,raj, ? 0 00000l�0000 000000 4 000 " m '' 0 00r 0000 28 " 0 23 62 0 20 000 40 23 00 ' O'mit 000i��0000000000000 32 i'� 0 . 40 m 40 32 1200 20 MOOMMEIMO M{ 00 123 103 781n 78 In SO hi 80 60 108 In 111 to 1201n 2x4x.28 Alum. Tubs knaUPon TriangularlTrepoaoiesl Loading a Pre e Ure (Ibs ft ) Opening (Vrrllosi or Herleanlal) Anchor end Substrate Type. See Table of MOM 42 In 60,826In 601n 601n 701n 501n 00In 100In 120In 140In i80lo 000000000000000000000000000 a o oa0000000�oaooamio4onomlsa 54 In 170 170 170 128 170 170 �!� 0 170 100 170 170 0 170 170 010 170 0 170' 170 m 170 MIm D0 170 0 103 Mm0 170 130 0 170 00 170 0 80 170 00 170 00 170 0�. D t07 170 100 170 m00m 83 000 170 as 170 0 80 00 80 170 D 0 170 mm 170 122 00 170 mu 170 110 m 010 170 104 0 170 EEO 170 12 60 170 30 170 mM 170 00 170 00 0 170 00 170 00 0 170 010 170 00 170 00 170 100 170 00 0 170 0 W 170 mm 170 mm 170 0 80 00000UDDD0' 0 00 170100 1700100 '� 000000 40 0 80 00'' 80 00 00 170 M 80 170 OMM0000 40 00000000 �!m0 170 00000 1N 000000000000000 0000 40 000000 110 DD .,� 43O 60 40 28 0000 001"00000000"0000000000 010°000000 0000670220M M0000 0000000000000000000 32 0000 40 000 0000000000000 0000000010000 160 80 In 83 In 00 OM WIMM0 104 0 00 00 0D 0 70 In 00 In 108 In 80 43 170 170 170 107 70 170 108 70 170 108 70 170 188 80 170 170 70 70 108 170 170 170 170 170 182 108 101 170 170 170 82 1201n TABLE NOTES 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE STANDARD CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/ TRAPEZOIDAL LOADING TABLES (TABLE 913). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE BA). N I 1 Approved etr r ri 15 ,p Yseo4! 11ar+ Florins iii . ' .. thile 444F MAN Mimi bole 3'rwlarl Castro/ 2" X 6" X .25" TUBE MULLION AND CLIP MIN..378• MULLION 606346 ALUM. X- SECTION STANDARD CLIP 600346 ALUM. XSECTION 1 i l 8.600" 4.780° -- 11**/2G" i i i 2.000' 26' 1" 1.061P- -- MIN. ,376" 1.718" 2.000" STANDARD CLIP 8063 -T6 ALUM. TOP VIEW C 0 0 O .0 O 0 O 0 --2.62r-- - 1.344" Q 4.667" INTERSECTION U- CHANNEL CLIP 6053-T6 ALUM. TOPVIEW ALWAYS USE 8 SCREWS PER CLIP INTERSECTION U- CHANNEL CLIP 0003-T8 ALUM, XSECTION USED IN MULL INTERSECT- IONS ONLY 5.43r EXTERIOR 1.610 " --�-I ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU • 00 • 0 00� 0 0000 • 'o 0 • INTO WOOD/STEEUAL. • TABLE 10A 2xbx.26 Alum. Tube Mullion Anubur Substrate See Table 1 TABLE 108 Rectangular Loading J Design Pressure (lbetft') Opening (Ver Icel or Horimnlat) 60 In Win 70 In 001n 90In 1031r. 120 in 1401n 1601n �000000O000a0000�00000000000 KM • o000000s1a000 00000s�0000n �mGO� ,� ,� +� CtC�b1C�Omi�Om mm of Anchors 50 8261n 6o 60 80 �!y� �}!�!� �!!� 000 4 OQ DD012DD 108 0 108 QOM 00 90 90 000000000000 0 00 128 120 120 DD� 103 101 103 0 90 00000000000 69 g',ic] 131 123 123 mm 100 Ei 107 0 107 0C�R�0000 93 0000000 0 I0 MMO 120 0 120 MOM 1� 0 106 000 . 08 ©0�iii��iii00�� 1000 130 100 130 m N M MO M 108 Q W9 Q0 103 m00 70 20000 — '—DD D DDOMMO: i tob 00 N IN 00000 a DM KM 140 M 140 MOO 123 MO 100 0 123 0 03 DUUEUUD 62 40 0000 �D 107 MMOMMOM 102 D 80 120 00000 1 000000 WIMM 1115 M 133 00000 /m Qi' 00M 00 00000000 r MO 0000000000000 m MOO m 000000000 BOOM m 00 N 00000001x7 es 0000 66 0 m L7 44 0 Mm 1o0 4 63 .M 82 0123 ®E71 000000E 0i7�m®m00t�' �00®0000m0 70 0 104 ,00000 83 MO 70 4g 0 eo 36 00' 000 67 000 110 000000000 43 00000000' 0000000 40 6 M DD EDD M 00000 N 0 000 60 In 135 70 90 In 106 h 1201n 144 kl 103 2x6x.26 Alum. Tubs Mullion Anchor Subotrete Ste lb TdangularlTrapesoldal Losding I Bastin Preemie 1betft&) Opening (V016cal or Hortzontali 80In 701n 001n 801n 100In 120 In 1401n 1801n 0000mogoo�o�ogog�oo�000 6 of Anchors 90.8261n IECIII 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 1113E3 170 170 170 170 170 170 170 170 170 t70 170 170 170 E 0 170 170 170 170 170 170 170 170 170 170 170 110 170 8011) 170 170 m 170 170 170 170 170 170 182 68111 170 721n 170 162 170 170 170 170 170 m WOOMOMMO MMOM 0 MO 0 000000 0000 12o 0000000 iMDD 0000000000000 0 0000 000 LSO 00000 00000 ,a6 AUUD UUL W m D m W OO 7a 0' 0000000000 W 0000 00 78In 0011 170 100 9661 140 106 In 130 105 170 170 170 170 170 170 170 170 170 170 170 170 100 170 170 160 170 170 0 0 170 Dm 110 170 ell 0 170 170 C3 170 170 10 170 (Ei 107 170''0 D 170®0 170 0 104 170 Do 170E30 DD 170 cm 170 cmi 170 DU 170'DU 00 170 ' 0 170 mQ 170 122 89 M000 DE 170 DO 170 DU 170JJ 170 105 no �0 80 170 000 102 000000000 ■ifiiDD 102 W 000 140 00 130 00®00 170 170 170 170 170 170 170 170 m 140 170 170 170 170 140 170 170 170 170 170 170 170 170 D 170 170 170 103 170 170 170 170 140 170 170 MO 170 M comma 0 170 120 gm ma 100 00000: 0003 0000 103 170 170 120 108 170 170 160 vs 170 120 108 103 120In 170 170 62 TABLE NOTES: Q USED IN EXAMPLES 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. ON SHEET 18 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE STANDARD CUP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK. 4) SEE SHEETS 24 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 10B), FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 10A). 2 z 2 0 2 co r t N 1 m X co 3 1a I+%plrvved as "l `'`,(1 !l k%1 Mt Florida Oule.: .• C. u.:« Mi**LD*It Frtmlr c Cooing! \t t_*I1119JI 0‘ IV LYNN % ‘ ` #.. ' t.IGENs4 ' ( No. 58705 slit %�fi •. STA OF 'lg., ,0 LYI4IWMILLE& P.E. FL P.E.# 58705 TABLE 10A 2xbx.26 Alum. Tube Mullion Anubur Substrate See Table 1 TABLE 108 Rectangular Loading J Design Pressure (lbetft') Opening (Ver Icel or Horimnlat) 60 In Win 70 In 001n 90In 1031r. 120 in 1401n 1601n �000000O000a0000�00000000000 KM • o000000s1a000 00000s�0000n �mGO� ,� ,� +� CtC�b1C�Omi�Om mm of Anchors 50 8261n 6o 60 80 �!y� �}!�!� �!!� 000 4 OQ DD012DD 108 0 108 QOM 00 90 90 000000000000 0 00 128 120 120 DD� 103 101 103 0 90 00000000000 69 g',ic] 131 123 123 mm 100 Ei 107 0 107 0C�R�0000 93 0000000 0 I0 MMO 120 0 120 MOM 1� 0 106 000 . 08 ©0�iii��iii00�� 1000 130 100 130 m N M MO M 108 Q W9 Q0 103 m00 70 20000 — '—DD D DDOMMO: i tob 00 N IN 00000 a DM KM 140 M 140 MOO 123 MO 100 0 123 0 03 DUUEUUD 62 40 0000 �D 107 MMOMMOM 102 D 80 120 00000 1 000000 WIMM 1115 M 133 00000 /m Qi' 00M 00 00000000 r MO 0000000000000 m MOO m 000000000 BOOM m 00 N 00000001x7 es 0000 66 0 m L7 44 0 Mm 1o0 4 63 .M 82 0123 ®E71 000000E 0i7�m®m00t�' �00®0000m0 70 0 104 ,00000 83 MO 70 4g 0 eo 36 00' 000 67 000 110 000000000 43 00000000' 0000000 40 6 M DD EDD M 00000 N 0 000 60 In 135 70 90 In 106 h 1201n 144 kl 103 2x6x.26 Alum. Tubs Mullion Anchor Subotrete Ste lb TdangularlTrapesoldal Losding I Bastin Preemie 1betft&) Opening (V016cal or Hortzontali 80In 701n 001n 801n 100In 120 In 1401n 1801n 0000mogoo�o�ogog�oo�000 6 of Anchors 90.8261n IECIII 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 1113E3 170 170 170 170 170 170 170 170 170 t70 170 170 170 E 0 170 170 170 170 170 170 170 170 170 170 170 110 170 8011) 170 170 m 170 170 170 170 170 170 182 68111 170 721n 170 162 170 170 170 170 170 m WOOMOMMO MMOM 0 MO 0 000000 0000 12o 0000000 iMDD 0000000000000 0 0000 000 LSO 00000 00000 ,a6 AUUD UUL W m D m W OO 7a 0' 0000000000 W 0000 00 78In 0011 170 100 9661 140 106 In 130 105 170 170 170 170 170 170 170 170 170 170 170 170 100 170 170 160 170 170 0 0 170 Dm 110 170 ell 0 170 170 C3 170 170 10 170 (Ei 107 170''0 D 170®0 170 0 104 170 Do 170E30 DD 170 cm 170 cmi 170 DU 170'DU 00 170 ' 0 170 mQ 170 122 89 M000 DE 170 DO 170 DU 170JJ 170 105 no �0 80 170 000 102 000000000 ■ifiiDD 102 W 000 140 00 130 00®00 170 170 170 170 170 170 170 170 m 140 170 170 170 170 140 170 170 170 170 170 170 170 170 D 170 170 170 103 170 170 170 170 140 170 170 MO 170 M comma 0 170 120 gm ma 100 00000: 0003 0000 103 170 170 120 108 170 170 160 vs 170 120 108 103 120In 170 170 62 TABLE NOTES: Q USED IN EXAMPLES 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. ON SHEET 18 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE STANDARD CUP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK. 4) SEE SHEETS 24 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 10B), FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 10A). 2 z 2 0 2 co r t N 1 m X co 3 1a I+%plrvved as "l `'`,(1 !l k%1 Mt Florida Oule.: .• C. u.:« Mi**LD*It Frtmlr c Cooing! \t t_*I1119JI 0‘ IV LYNN % ‘ ` #.. ' t.IGENs4 ' ( No. 58705 slit %�fi •. STA OF 'lg., ,0 LYI4IWMILLE& P.E. FL P.E.# 58705 1.26 "X2.11 "X.125 "TUBE 1IIULLION AND CLIP r-1266"--1 2.1113° MULLION 6083 -T8 ALUM. X- SECTION .126° CLIP ANGLE 0033 -T6 ALUM. TOP VIEW 2.000' CLIP ANGLE 8083 -T8 ALUM. *- SECTION .125" [ -.126° .900° I 2.000' — -I .375° 0.312° r r r^ r r i i r, r r r r r. r; r. r, 1.750` .376° EXTERIOR USE 2 CLAPS PER MULL END .125" ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU INTO WOOD /STEEL/AL. TABLE 11A 126"x 2.11" x .125" Alum Tube Mull Anchor end Substrate Type, See 'Bible # of Anchors 1 Is a '" *I!t!'fT!'R :'�iT� Design Pressure pent) Opening (Vertical or Horizontal) 601n 80 In 70 in 80 in 90 in 100 In 160 In ©11311111:1Q© ©0000 ©E0EIEC E111DU®I]UUD 69 70 El 70 EIQ ©131311:11:1 U Ell 80 80 80 iiiO13Q1:1Q1:11113C3C1C11:11131311:11: 11211111211111131:11:11:3E1EICI I 13E1E 30 30 30 calmEi® sil' CI' O �E1Q 22 22 22� � ® 80 30 30 '0DD 22 22 13E11311311111111 1113111111:1131311:113E3 22 22 22 113131131111111113113 El 25 0 20 20 2° 111DD11:1 MEW 20 20 20 CILIm 48 In 60.1325 In 32 20 20 20 601n 63 In 721n TABLE 11B 1.28"x2.11 "x .126" Alum Tube Mull TriangulsrlTrapezoldsi Loading Oealan Pressure pbafft2) Opening (Vortical or Horizontal} 60 In 80 In 70 In 80 in 90 In Anchor a 111111 11.111111111111111 111311111111111111 Substrate Sae Tame 8 of Anchors MIDIEIMMallalMnEillEanInIUMEAMMIMMIn 1121:1 C3 E1113 139 1131E1�!� EE1EImEE1E1 CI 53 C11:11l 12131'` EIE1 35A im 33 32 A1:1 Li12 E1 1:3 E111:1 32 32 rs 26 25 Ea ' UD C]Q1:1 30 30 30 '131E11'EICIE113 22 i i i 23 22 ! 20 20 20 EI L1 E113© 20 13 20 IDUIE113 1 I 180 In 48 In 60.826 In 60 In 83 In 72 In 108 30 30 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND /OR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE CLIP ANGLE MAY BE COUNTERSUNK. 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 113). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS. USE THE RECTANGULAR LOADING TABLES, (TABLE 11A). 108 c0 z 0 J 8 g te— < t� co ul X , . a. I r-3 1 0/l�ned as arir►►Iaitin' !�?Ya nap LI3K,� r 2.IWai. MHz ROM_ 4/ wib m Dadr. tt : n 11TH, ®� NA1 LYNN 4f/4 •'r *: No. 58745 • ' A �`i Ix �Q'1~'' • FbOR10�'.•' . Ct � A. LYNN P.E. FL P.E.# 58705 6 of Anchors 30 °/3.25" TUBE BAY IVI LLION AND CLIP .126° 2.81" 1.377 "mil .125" EXTERIOR MiAUON 606348 ALUM. X$ECT1ON 228° CLIP ANGLE 608346 ALUM. TOP VIEW .126" CLIP ANGLE 6083 -10 ALUM. X- SECTION 2.000' r-1—.625* 2.000" .081" 3.250" .375" 1.031" 2.812" 2.062" .378" EXTERIOR USE 2 CLIPS PER MULL END /riirz."+irriirrii,, 1-.125' T ALLOWABLE SCREW PATTERNS INTO CONCRETE /CMU INTO WOOD/STEEL/AL. 3.908" TABLE NOTES; 1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SLEET. 3) THE CLIP ANGLE MAY BE COUNTERSUNK. 4) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 125). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 12A). TABLE 12A 3.26" 30 DEG. AL SAY MULL Anchor and Substrate Type. See Table 42 In Rectangular Loading Design Pressure «bdit2) Opening (Vertical or Horizontal) 50 In 60 In 70 in 80 In 90 In Qoond0000aoannumnnmmunnI1 MD 1°9 0 109 1200MOOMOMMOM0000 30 12. MMOOM 108 0000 108 00000 90 000000 40 0m 01:1 102 m 120 0000 50 103 13000 40 00000100 00®00000000 107 000000000000 0®00=00 120 OOMMD 100 5 E10m0 60 32 ®0; 0 112, 82 0 130 70 000 40 104 0000 32 00000 O 82 M00000 108 013 93 52 00 000 28 MOOM' 00 122 ®0 ''' 62 40 0010000 �!�3 0!�0000000 ___ 108 x!'101200000000 30 iei000®000®0' i 80 �iii000M00 i0 50 ©000 50 40 0000 A0 m0©' 00001000 32 38 7 ' 30 2330 0000 0 WM00111100403003200000013000220 „aa� 013000000MO 22 22 20 20 20 0M0000 =0000 28 0aomma00000MMOmm 1201n 0000 10000® 00 EC EM� '.+.. 100 In 1101n 100 In 60,826 in 64 In 801n 83 In 88 In 72 In 123 903 90 20 50 901n 1081n TABLE 12B 3.26" 30 DEG. AL BAY MULL. MOWS Substrate Type, See Table 8 6 of Anotwrs 1 uAN e } ggqqq q qqq ©qqq pq q0 q mmummumummumnmunammmnionnu WIN D El IM D 170; 170 170 170 um 170 170 IM 170 170 Ea azi 170 D 103 970 ma 170 gm `-" 170 o 170 gm 170 136 0 170 Do 0 mO 970 M 170 m 83 970 123 CI 170 80 170 0 80 170 El MMINO 0 170 122 80 170 MD 170 110 170 107 70 170 108 70 170 108 70 0 ezi gm 170 104 0 170 um 170 O 80 m OMMOMmOUM 0 0 170 000 90 0DD0m 82 QD 00 0MOOM 00 01:10801200 133 00 123 0 50 M00001} UDD D0DD00 100 70 0 9x 000104 62 60 `iii0: 0LUD 1os m 8° 0000000000000000 1 60.8'i In 80 In 831n 72 br 78 In Design Pressure (LlreMl3) Opening (Vertical or Horizontal) 601n 170 123 104 96 107 170 170 170 170 170 170 170 80 In 170 133 108 101 60 170 70 In 170 170 80 In 170 90 In 1001n 1101n 160 in 80 170 170 108 MEMO 62 I000000000 82 00000000000 0000000 40 00000000000 3D 0 0 /�!0MOMU0000 40 0 000 33 0000000 Miiimmoulommomma :' 23 23 23 000000 a i 3n 00000000 '00000000000 00000 28 22 72 m 20 20 � �0�� mammanum 90TH 9861 26 106 In 120 In se . oD 2 D 2 tr awry P 02 38 ON o ,,‹ 17) !I Pm ." aro ilgliProved Fiarkis t ie Nomt taps 1 ig 'rfOr Du 4•R$i: Stiurol t) dr Product Centro! • r 05 * : N0 567 '�a,(� ' LOit!�°' • ' f*,» �1 'ff Ss,ONAL �•%, A. LYIS y1�I�LILER, P.E. FL P.E.# 58705 45 °/3.25` TUBE BAY MC/LION AND CLIP .126' 3.468° 1.877" i / %.... .125' EXTERIOR MULLION 6083 -T6 ALUM. X -SECTION CLIP ANGLE 8083 -T8 ALUM. TOP VIEW CUP ANGLE 8063 -18 ALUM. X-SECTION .125" tR .981" 2.000' 1 i 2.000" ---- -1 USE 2 CUPS PER MULL END ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU 4.702 INTO WOOD/STEEL/AL. TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE CLIP ANGLE MAY BE COUNTERSUNK. 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 13B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 13A). TABLE 13A 3.25" 46 DEG. Al. BAY MULL Anchors Substrate Type, See 7abte B Anchors 42 In 46 In 60.026 In Rectangular Loading Design Presque pbentr) Opening (Vertical or Horizontal) uummu QQQQQQnnuaumununnuQ mQ 28 108 UQQQ4000QQo000000000 Q 128 102 87 120 QQQQ 50 103 QQQQ 40 QQQQ'QQQ M0 000 0S 123 QQQQQ 107 QQQQQQQQQ 36 QQ' QDQQDQQ 120 QQQQQ 1N �lQ��QQQQQQQQ QQm 62 Q 130 70 Q 123 Q 40 MQQQ�iQQQQQQ QQDQQQQQ 120 QQ 103 QQ 6 QQ 80 QQQ `0 QQ M000 140 QQQ 4Q QQQ 03 QQQQQQQ 20 QQQQ WMW01"0000000000NW00000° . QQ MM $0 QQQQQQQQ 50 33 QQQQ 40 QQQQQ 26 ©Q QQQQQ 60 Q 32 Q 43 QQQQQQ 23 QQQ 30 , QQQNQ50QNi Q� QQQQ0000 0 QQQQQQ Q W iQQQQQ 20 Q 20 Qi iQ ° WEII04000000n00"0000000 ` 00Q00 Q22 QQ1QQ1Q M0 123 801n 63 In 103 20 53 90 In 961n 108 In 120 In TABLE 13B 3.2r 43 DEG. AL BAY MULL Anchor Subitiete Type• Bee Tebie B Design Pressure peat') Opening (VeRloat or Horizontal) 60 In 00 in 70 In 80 In 90 In 100 In 110 In 160 In IONDOONOOMINAINOOMMON nnummummomusumnimmunmummin r Q Q'D �!D 0 D D Qii i M0 CM Q Q QQ 170 QQ QQ QQ QQ QQ I ' QQ QQ MO QQ 0 0 0 MU Q Q QQ Q lfiiiQQQ QQQQQ QQ QQ QQ 00 0 000 7 00000000 MO MOM WM Q 41 0000 MOM QQ Q 000000 Q WM00000 Q QQQ QQQ 00000M 112200 QMQDQQQQ QQQQQQQ0QQQ QQQQQ QQQQLIQQQQ'iQ QQQQ Q QQQQQQ QQQQQ QQQ QQQQ Q Q QQQQQQQQQQQQQQQQQQQQQQ G'"rQQQQQQQQQUQ QQQQQQQ QQQQ 170 170 170 170 170 170 170 170 170 170 170 170 170 80.626 In 170 170 103 170 170 170 170 170 107 170 CM 01701=0 QQ m MQ Q 170 108 Q WIMMOmm0 160 170 170 80 In 83In 123 170 170 170 122 104 80 110 170 170 170 110 170 170 107 00 70 170 170 108 60 70 170 170 108 80 170 170 70 170 170 170 60 87 170 90 85 82 80 80 128 123 901n 108 In 104 70 170 133 80 122 50 107 70 62 42 108 3° 70 48 23 43 1201n 29 22 QQQ 3 0 30 3o QQQ r3 23 2s QQQQQ®QQ® W/21 0Qi]IDQQ ' I J M ut3 a c0 V to U7 C4 t+0 ok a 2 1l 4 11 1 0 m Proved FthrWn B Hate MOAN Miami 11:: 32 with Ito rat; OHS.: et Coal X11 rl �`N.� INN `NN • •fie; P . A. LYNN !QIILLER, P.E. FL P.E.# 58705 to. 55105 .+ EE(AMPL1 1: SINGLE VERTICAL MULLION . VVO ANCHORS IN HEAD 1 60' MULLION LENGTH SEE FENESTRATION PRODUCTS NOA L $EE DETAILS, SHEETS 2 -3 r NO ANCHORS IN SILL 32" 1'''" �32" I--MULL WIDTH OPENING WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +80.0/-85.0 PSF. 1) SELECT WHICH METHOD OF ATTACHMENT 1S THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE B, SHEET 3. FOR THIS EXAMPLE, ANCHOR/SUBSTRATE TYPE "C" WILL BE USED FOR BOTH ENDS OF THE VERTICAL MULLION. 2) THE MULLION LENGTH IS 80" AND THE OPENING IS 32 " +32 rs64 ". BECAUSE THE SILL OF THE WINDOWS ARE NOT ANCHORED, THE TABLES USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.01 -85.0 PSF WHEN USING THE "C" COLUMN AS DETERMINED IN THE PREVIOUS STEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1 -82.0 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" MULLION (LENGTH = 80 ", OPENING = 64 ") HAS A DESIGN PRESSURE OF +1 -98.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CLIP. BECAUSE THE MULLION ADDS 1" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED BUCK WIDTH I8 32"+1"+32"=65". VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED WIDTH. 3) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH-_. r-- r- I� VERTICAL L MULLION a OPENING FOR HOWL MULLION 39 ", HORIZ. 1 L 38 ", HORIL MULL LENGTH MULL LENGTH OPENING FOR VERTICAL MULL — THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2 -3/8 ". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/ -s5.0 PSF. 1) SELECT WHICH METHOD OF ATTACHMENT IS THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE B, SHEET 3. FOR THIS EXAMPLE, ANCHOR/SUBSTRATE TYPE "A° WILL BE USED FOR THE END OF THE HORIZONTAL MULLION ATTACHING W CMU AND TYPE "C" (INTERSECTION U-CUP) WILL BE USED FOR THE END ATTACHING THE HORIZONTAL MULLION TO THE ALUMINUM VERTICAL. MULLION. FOR BOTH ENDS OF THE VERTICAL MULLION ATTACHING TO CONCRETE, TYPE "A" WILL BE USED. 2) CHOOSE THE LONGER MULLION FIRST. FOR THE VERTICAL MULL, THE MULLION LENGTH I8 32 " +72" =104" AND THE OPENING IS 36 " +36 =72 ". BECAUSE THE FRAME OF THE WINDOWS ARE ANCHORED ON ALL 4 SIDES, THE TABLES USING TRAPEZOIDAL LOADING MAY BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01 -55.0 PSF WHEN USING THE "A" COLUMN AS DETERMINED IN THE PREVIOUS STEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. THE 2" X 6" TUBE MULLION ON SHEET 14, TABLE 10B, MEETS OUR REQUIREMENTS WITH A DESIGN PRESSURE OF +/ -88.0 PSF. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CUP. BECAUSE THE MULLION ADDS 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED BUCK WIDTH IS 38 " +2 " +36" =74 ". VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCABLE FOR THE ADJUSTED WIDTH. 3) FOR THE HORIZONTAL MULLION, THE MULL LENGTH IS 36" AND THE OPENING IS 32 " +72" =104 ". BECAUSE THE FRAME OF THE WINDOWS ARE ANCHORED ON ALL 4 SIDES, THE TABLES USING TRAPEZOIDAL LOADING MAY BE USED. SCAN THE MULUON TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0 /-55.0 PSF WHEN USING THE "A" COLUMN AS DETERMINED IN STEP 1. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. THE 1" X 2.75" X .375" TUBE MULLION ON TABLE 30, SHEET 7 MEETS OUR REQUIREMENTS WITH A DESIGN PRESSURE OF +1 -170.0 PSF. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CLIP. BECAUSE THE MULLION ADDS 1" TO THE HEIGHT OF THE MULLED UNIT, THE ADJUSTED BUCK HEIGHT IS 32" +1" +721=105 ". VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED,HEIGHT. NOTE THAT 711I8 IS A DIFFERENT MULLION THAN THE VERTICAL MULLION. OPTIONALLY, THE SAME MULL COULD BE USED AS LONG AS THE FINAL DESIGN PRESSURE REQUIREMENTS ARE MET. 4) FOR THE INTERSECTION CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE 2 ANCHORS AS SPECIFIED ON THE INTERSECTION CLIP DETAIL FOR THIS MULUON IN SHEET 7. ANCHORS SHOULD BE #12 SHEET METAL SCREWS (ANCHOR TYPE Cy SINCE THE SUBSTRATE IS ALUMINUM, SEE TABLE B, SHEET 3. 5) FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/ - .0 PSF FROM THE VERTICAL MULLION; +/ -170.0 PSF FROM THE 38" HORIZONTAL MULLION ATTACHING TO CMU; +/ -170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/ -88.0 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. 8) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 1 1 Approved ved as eseoplyizsg with Ii! Panda Code �7!!e3 NOM ?" i f) le I'n iIn Ceatn ( . %i r i71 r,,/ * No. 587 '`•�SS��N p,�, � �; A. LYNN IVitillgR, P.E. FL P.E.# 58705 s v