The URL can be used to link to this page

WS-15-2475Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 &/5 /i2r Inspection Number: INSP-244416 Permit Number: WS -9-15-2475 Scheduled Inspection Date: January 05, 2016 Permit Type: Windows/Shutters Inspection Type: Final Owner: UKAZIM, UCHENNA Work Classification: Window/Door Replacement Job Address: 960 NE 97 Street Inspector: Rodriguez, Jorge Miami Shores, FL 33138 - Project: <NONE> Contractor: ALL STAR ALUMINUM WINDOWS & DOORS INC Phone Number Parcel Number 1132060143160 Phone: (305)558-0612 Building Department Comments WINDOWS & DOOR REPLACEMENT (11 WINDOWS AND 5 DOORS) Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 04, 2016 For Inspections please call: (305)762-4949 Page 12 of 45 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WSS-9-15-2475 Permit Type: Windows/Shutters rn tork Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 1015/20/5 Expiration: 04/0212016 Parcel Number Applicant 960 NE 97 Street Miami Shores, FL 33138- 1132060143160 Block: Lot: UCHENNA UKAZIM Owner Information Address Phone CeII UCHENNA UKAZIM 960 NE 97 Street MIAMI SHORES FL 33138- 960 NE 97 Street MIAMI SHORES FL 33138- Contractor(s) Phone ALL STAR ALUMINUM WINDOWS & C (305)558-0612 CeII Phone Valuation: Total Sq Feet: $ 19,800.00 0 Type of Work: WINDOWS & DOOR REPLACEMENT (11 WIND No of Openings: 16 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $12.00 $3.90 $3.90 $4.00 $260.00 $9.00 $16.00 $308.80 Pay Date Pay Type Invoice # WS -9-15-57243 10/05/2015 Check #: 2528 $ 308.80 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by ei r myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOW DORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing inform construction and zoning. Futhermore, I authorize the above - is 'rate and that all work will be done in compliance with all applicable laws regulating med ractor to do the work stated. OPP October 05, 2015 Authorized Signature: Owner / Applicant / tractor / Agent Building Department Copy Date October 05, 2015 1 •t Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION rgi BUILDING ❑ ELECTRIC ❑ ROOFING El PLUMBING ❑ MECHANICAL El PUBLIC WORKS JOB ADDRESS: 960 NE 97 ST City: Master Permit No. p fir. SEP 29201 FBC 2O( 6 Sub Permit No. WSJ" ❑ REVISION ❑ EXTENSION El RENEWAL D CHANGE OF D CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Shores County: Miami Dade Zip: Folio/Parcel#: (l-o,-Oty-3 C0 Occupancy Type: Load: Construction Type: Uchenna Ukazim OWNER: Name (Fee Simple Titleholder): 1521 Alton rd 426 Address: 33139 Zip: Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: Phone#: 561.901.3471 City: Miami Beach State: FL Tenant/Lessee Name: Phone#: Email: UUKAZIM@GMAIL.COM CONTRACTOR: Company Name: t-1\ JtQc Address: 9 c,OS `i'1W �i G k j t( City: G\�c2.� State: Qualifier Name: GYI1/4.32` \`Gil l fl2 (Od" s Phone#: 50S S C i a a 5 t zt )21 (Q9// `4.4./' ' Gem Zip: 3316k Phone#: J as I G4 o'7 State Certification or Registration #: I ©iY S 00 Long- Certificate of Competency #: DESIGNER: Archittect/Engiinnee_r: Pp/GZ/UO /Vl t,ja I �O d11 �, /P•hone#: `� Address: 1/ 8 9 eik. ,�r l J City: � �r(!�t1.ia estate: FL- zip: 34 5�,� Value of Work for this Permit: $ �9 gCD • GD Square/Linear Footage of Work: Type of Work: ❑ Addition��,/-❑ Alteran ❑ New AF Description of Work: K/�n�DI�S DOD(' gt Repair/Replace ❑ Demolition Date • 1/ ri/do,ls 6ovorc. Specify color of color thru tile: Submittal Fee $ Permit Fee $ c . 03 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ CCll /� TOTAL FEE NOW DUE $C7 , V (Revised02/24/2014) 1 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Ever Bank Mortgage Lender's Address 301 W Bay ST Jacksonville FL 32202 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this ((11 30 day of r" `c.jck , 20 15 , by OGhel-1n ) iJ U ((1Ib1 M , who is personally known to me or who has produced FL- lv1 \i / Iic D nse as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: *********************** APPROVED BY (Revised02/24/2014) CATALINA MUNOZ Notary Public • State of Florida ,. .. My Comm. Expires Mar 4, 2018 ,nn�ao, t,,oP,• Commission # FF 098394 *V* *#'**' * **T*1*T* *1************ of ► ✓ Signature CONTRACT.R The foregoing instrument was ac day of owledged before me this ,20 1`J ,by )71,(iLe me or who has produced _ ``who is person ly known to i_ J r( ILA/ �enseas identification and who did take an oath. NOTARY PU Sign: nt: dal: Plans Examiner Structural Review Notary Public State of Florida Yaima El Assafire My Commission EE 881489 Expires 03/07/2017 ********** Zoning Clerk CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENC` 10BS00604 "°' ALL ST..R ALUMIP ' "JOWS & DOORS INC D.B.A.: RAMI iEtMANUEL Is certified under the provisions of Chape; % of Miami -Dade County VALID FOR CONTRACTING }N ` [ 09/30/2016 001266 ,Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NO'A BILL - D0 NOTPAY 6728787 BUSINESS NAME/LOCATION RECEIPT NO. BALL STAR ALUMINUM WINDOWS & DOORS'INC RENEWAL 19605 NW 79 AVE 11 5456629 HIALEAH GARDENS FL 33016 i " bwagin HALL°STAR ALUMINUM WINDOWS & DOORS ,Worker(s) This Local Businesb Tax Receipt only confirms payment of th&Locel Business Tax. The Receipt is not a Iicense, permit, ora certification of the holder's qualification, to do business. Holder must complywithany governmental or nongovernmental regulatory laws and requirements whichapplyato the business., --The RECEIPT NO. atiove must be di sphryed on all commercial vehicles -Miami-Dade Code Sec ea -276. a ', Formate information, visit Www.miamidade.govhexcouectot ,a SEC. TYPE OF BUSINESS' PAYMENT`RECEIVED ,.• 196 SPECIALTY BUILDING CONTRACTOR �.BV TAX COLLECTOR 10BS00604 r $45 00 07/06/2015 GREDITCARD-15-033547 ,? EXPIRES SEPTEMBER 30, 2015. Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9.& 10 003425 Municipal. Contractor's Receipt Miami -Dade County, State .of Florida' -THIS IS NOTA BILL - DO,NOT PAY 108500604 BUSINESS NAME/LOCATION ALL STAR ALUMINUM WINDOWS & DOORS INC 9605 NW 79 AVE I1 HIALEAH GARDENS FL 33016 OWNER ALL STAR ALUMINUM WINDOWS & DOORS Category(s) 1 RECEIPT NO. 1410883 EXPIRES SEPTEMBER 30, 2016 SEC. TYPE OF BUSINESS SPECIALTY BUILDING CONTRACTOR 10BS00604 Fork ie inforMation, visitwww.miamidade,eo"Yhml tt• Pursuantto Cbunty Code - Sec 10-24 PAYMENT RECEIVED — BY TAX COLLECTOR $175.00 08/31/2015 CREDITCARD-15-043163 CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDJYYYY) j _._......__-_..___........---._._.........-.-.-----_..._...__.__.— 09/29/15 THIS CERTIFICATE !S 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 CERTIFICATE HOLDER. IMPORTANT: 11 the certtflcete holder is an ADDITIONAL INSURED, the policy(ea) 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 'leu of such endorsement(s). PRODUCER Florida Bankers Insurance 7278 SW 8 Street Miami, FL 33144 Phone (305266.6493 INSURED All Star Aluminum Windows & Doors Inc 9605NW79Ave Bay #11 ax (305)262-0679 ; Hialeah, FL 33016- (305) 558-0592 i A ME: • MARTA ALONSO. (305)266-6493 Florida ' LS/C. Neil (305)262-0879 : _AmartsO0 . g;......_ ® bankerstnsuranoe,com L INSURERS) AFFORDING COVERAGE j NAIC Al ,i [INSURER A : FEDERATED NATIONAL INSURANCE CO INSURER B : ` INSURER C: INSURER 0 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION 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 POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, •EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. i• ;-(-TR TYPE OF INSURANCE IADDLSUBRI P ----4.71161T ��EffF� POLICY EXp -� GENERAL LJABILITY aiNSR jYYYOI--......._..__..OLICY NUMBER. . IMM1161T/ I fr$UST'1 L._ LtatITS I . EACH OCCURRENCE S 1,000,000.00 -i ® COMMERCIAL GENERAL LIABILITY i I REM (SEs acu Qgn.0g) ._ y_S 100,000.00 — i ❑ 0 CLAIMS -MADE EZ OCCUR ; OL -0504007391-04 'MED EXP A 1-1 N 105/05/2015 05/05/2016 E - ones�erson) a 5,000.00 i 1 0 GENAL AGGREGATE LIMIT APPLIES PER: POLICY ❑_sta _ ❑ LOC AUTOMOBILE LIABILITY , ❑ ANY AUTO ALL OWNED SCHEDULED ❑ I-1AUTOS ❑ AUTOSED AUTOS O HIRED AUTOS .0....................0 y ❑ UMBRELLA UAB ❑ OCCUR ❑ EXCESS UAB ❑ CLAIMS -MADE_ j ❑ DED Q RETENTION S PERSONAL &ADV INJURY _1,000,000.00 GENERAL AGGREGATE S 2,-000,000.00 I PRODUCTS • COMP/OP AGO I $ 2,000,000.00 iS COMBINED SINGLE LIMIT Lig.4119.4000... gd.?t1t)... BODILY INJURY (Per proem) $ BODILY INJURY (Peraccklenl $ PRROPERTTYy DAMAGE _04r goadent • $ WORKERS COMPENSATION AND EMPLOYER$' LIABILITY Y f N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMEER EXCLUDED? ;-- li N IA (Mandatory In NH) f._ If yes descnbe under DE$LRIPTION . P. below ._ —__T- _— I i I III I i DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) LISENCE # 10BS00604 CERTIFICATE HOLDER CITY OF MIAMI SHORES 10050 NE 2 AVE MIAMI SHORES, FL 33138 ACORD 26 (2010/05) QF T •aDVd 8L998SSSOE CANCELLATION EACH.00CURRENCE $ ; AGGREGATE—_........I 3..— i ' ❑ TORY IAjMITS ❑ ER •. E. L EACH ACCIDENT i $ E.L. DISEASE • EA EMPLOYEE S E.L DISEASE - POLICY LIMIT, E.. - 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 @ 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Nf1NiWfl'IV uvIS 'I'IV OS:60 STOZ•6Z-daS 09/29/2015 TUe 09:47 YuII Rojas 305 2203029 ID #56849 Page 1 of 1 ..`� c;tRTIF1CATE OF LIABILITY INSURANCE DATE(MMIDDITYYY) 09/28!15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. THIS POLICIES IMPORTANT: If the certificate holder Is an ADDMONAL INSURED, the polcypes) must be endorsed. If SUBROGATION 1S 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 All Nation 8520 S.W. 40th St. Miami, FL 33155 Phone 5305)220.0900 Fax (305) 220-3029 INSURED ALL STAR ALUMINUM WINDOWS 8 DOORS INC 9605 N.W. 79TH AVE # 11 Miami, FL 33016 (305) 558-0612 COVERAGES /LODTIcie•ATC Our tamers. NCCINTAME:ACTManuel Gonzalez, CTC PHONE C� p, !! i 720~.029 AnoREss: manueleaUnm ationinsurance-co — INSURER(S) AFFORDING COVERAGE HAW >: iasVRt R A: Amtnut Financial Group INSURER B: INSURER C: INSURER D : INSURER E : S INSURER F: DAMAGE TO RENTED THIS B TO CERTIFY THAT THE POLIGES OF INSURANCE LISTED ISION NUMBER: INDICATED. CERTIFICATE EXCLUSIONS ucu iv i Mt NOTWTTHSTAND(NG ANY REQUIREMENT, TERMOR CONDITION OF ANY �SCONTRACT OR MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID INSURED NAMED WITH RESPECTVE OTO CWHICH PERIOD OTHER DOCUMENT HEREIN 1S SUBJECT TO AU.. THE TERMS, CLAMS. NSR 1LTR TYPE OF INSURANCE DLSUBR INA SD RR WYD POLICY NUMBERPOIJCY (MMIDOIYYYY) PMlDDl ryryy) UMTS GENERAL UABILRY EACH OCCURRENCE S • COMMERCIAL GENERAL LIABILRY DAMAGE TO RENTED $ • CLAIMS -MADE • OCCUR _ERE• MED EXP D EXP ((Ea occurrence) M((Ea one person) S ■ PERSONAL & ADV INJURY S ■ GENERAL AGGREGATE S GENT AGGREGATE LIMIT APPLIES PER; PRODUCTS . COMP/OP AGG $ U ppm"), II STai • LOC AUTOMOBILE LIABILITY AMBINED SINGLE LIMIT S $ • ANY AUTO BODILY INJURY (Per person) $ ALLUTOS OWNED • AUTSCHED03 ULED • A BODILY INJURY (Per accident) S a HIRED AUTOS AUTED PROPERY )f AMAOE $ III ar pcc M1 S • UMBRELLA LIAR I OCCUR EACH OCCURRENCE EXCESS UAB • CLAIMS -MADE AGGREGATE $ S ❑ DED 0 . RETENTIONS $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y 1 N ANY PROPRIETOR/PARTNER/EXECUTIVE N / A AWC 1038436 10/02/2015 10/02/2016 WC STATU- OTH- TORY LIMITS ER EL EACH ACCIDENT $ 1,000,000.00 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) y EL DISEASE - EA EMPLOYE S 1,000,000.00 _ Or� descne under CftIPT1ObN OF OPERATIONS below E.L DISEASE - POLICY LIMB 5 1.000,000.00 DESCRIPTION OF OPERATIONS 1 LOCATIONS! VEHICLES LICENSE # 10BS00604 P. ems-mo.I. A Te 111a, I.\ ft. (AUach ACORD 101, Additional Remarks Schedule, K more space Is required) - - -- - -_ - I MIAMI SHORES VILLAGE BLDG DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) QF Z 'aJfld 8L998SSS0£ ®19882010 ACORD CORPORATION. AR rights reserved. The ACORD name and logo are registered marks of ACORD wrimmin'IV uvIs ZWW TS:60 STOZ'6Z'else DEPARTMENT OF REGULATORY AND ECONOMIC R BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). MIAMI-DADE COUNTY ODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 86) 315-2590 F (786) 315-2599 www,mia midade.eov/economy .... This NOA shall not be valid after the expiration date stated below. The Miajni--Nie Coinxty•Produet Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miatflt-Dade Cdtm,1)reserve the right to have this product or material tested for quality assurance putposes, !fta r.producf o'r mater el fails to perform in the accepted manner, the manufacturer will incur the expense or �t� esting;na the Ali may immediately revoke, modify, or suspend the use of such product or material}yi b n theij j tiVlictiort..,.. RER reserves the right to revoke this acceptance, if it is determined by Miami Dadkfrwnty ProductControl.:.. • Section that this product or material fails to meet the requirements of the applicable) laulhiing was; • • • This product is approved as described herein, and has been designed to comply;vit}rttte FloridarBuilding •• Code, including the High Velocity Hurricane Zone.- • • . • DESCRIPTION: Series "HR -710" Aluminum Horizontal Rolling Window -• .i I'1 . ... • APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Winelow,.Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision F dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacture ` name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Cos}tco1s s 5prored", unless otherwise' noted herein. at� n sum RENEWAL of this NOA shall be considered after a renewal applicatidlz; hk begin fated and there has bee ri' no change in the applicable building code negatively affecting the perforgruce o this product. TERMINATION of this NOA will occur after the expiration date orlt<ther'e Etas been a revision or chang6 in the materials, use, and/or manufacture of the product or process. Misuse,of.thisOA;las an endorsemer6 of any product, for sales, advertising or any other purposes shall autoi iaticAlly'terminatethis NOA. Failure to comply with any section of this NOA shall be cause for termination arid ,:re),novel of 1‘10A, t? 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 theiNOA 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 �r its: distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 11-1114.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MlAM4DADE COUNTY APPROVED 7-:;1/'J5 NOA No. 15-0519.09 Expiration Date: December 21, 2021 Approval Date: July 09 2015 Page 1 . TRIO DESIGN CONSULTANTS, LLC - C.OA # 27578 [>4 APPROVED [ 1 NOT APPROVED [ J APPROVED AS NOTED [ ] RE v!SE & RESUBMIT ] REVIEW FOR COMPLIANCE r3C� of /ID 115 S'•`.=NJijRE DATE Desigr' , s review is for general conformance with its ded I concept aid contract documents. Maddngs or comments shat not be combed as relieving the Contractor from compliance Mfr the project plan and specifications, nor departures therefrom. The Contactor remote responsible for details and accuracy, for a �ond careksdrp all quantities and djnensians, far selecting fabrication for techniques of assembly and for psdamtrp Ns wak in a sate mannas .. .. . • .. .. • . . •. •. • . . •. ... • . • . . . .• . ... •...... •. ... . • • • • .. . • . . . . . . .. . . . . . . . . . . •. . . ... . . .. . • . . • . • ... .. ... .. • .. ... .. . . . 00 . • • • • • . • • .. ... • • • • • 00 * 13GT Industries NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.04) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision F dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 • •.. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • • • along with marked -up drawings and installation diagram of an XbX alurtirA horizontal sliding window, prepared by Fenestration Testing Tory, Inc.. Test • Report No. FTL-5330, dated 07/1.8/07, signed and sealed by catiliA.S. Ri?ada, P.E. . (Submitted under NOA No. 07-0815.09) • • • • • 1%.* 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •••• : • . 2) Uniform Static Air Pressure Test, Loading p r�.F$C TAS 2u2-94 3) Water Resistance Test, per FBC, TAS 202-P4 • : ..4) Large Missile Impact Test per FBC, TAS 2:01-; • 5) Cyclic Wind Pressure Loading per FBC, TAS 20'3-94 . • : •: 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FITC, 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) E-1 `), Manuel P $ , P.E. Product Control miner NOA No. 15-0519.09 Expiration Date: December 21, 2021 Approval Date: July 09 2015 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FRC -5th Edition (2014), dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). .• .. E. MATERIAL CERTIFICATIONS •• • • • •' • . . 1. Notice of Acceptance No. 14-0423.17 issued to Eastman ChetflteatComp Sr(MA) •, for their "Saflex Clear and Color Glass Interlayers" dated 0NIF%f4, expiring on • 05/21/16. .... •• 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Americo Inc. for their "Kuraray Butacitee PVB Glass Interlayer" dated 04/25/15:M op 1.211.1/16. ' F. STATEMENTS .. .. •••• . .. 1. Statement letter of' conformance, complying with FBC-5th •(2014 ; 'dated Ma,y 16, 2015, issued by manufacturer, signed and sealed by A. Lynfi•Mitler, P.E. • • 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No.. FTI.. -4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) . G. OTHERS 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industries for their Series "HR -710" Aluminum Horizontal Sliding Window - L.M.1., approved on 02/16/12 and expiring on 12/21/16. E-2 Manuel P , P.E. Product Control miner NOA No. 15-0519.09 Expiration Date: December 21, 2021 Approval Date: July 09 2015 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: SEE DETAILS ON SHE T 2 . FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/16" LAMI CONSISTING OF (2) LI TES OF 1/8" ANNEALED GI AS,S.W.ITM ° " "PVB" INTERLAYER B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. G. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 6/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. H. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN_) GLASS, 5/16' OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. 1.13/18" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" RJR SPACE AND 5/16" LAMA CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 118" OR 3/18" ANNEALED (MU) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING 09 (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. 2. CONFIGURATIONS: OX. XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. LB. POSITIVE DESIGN LOAOS BASED ON WATER TEST PRESSURE ANO GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NQT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL A "PVB" KURARAY BUTACITE° PVB INTERLAYER or X SAFLEPVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING DODS, INCLUDING THE 'IICJi VEIJpITY ^HURRICANE ZONE (HVHZ). • • • • • • • • • • •/ \• " • • ♦IL_1/ TIT T MAIN UNCHANGED. 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THS•DP • • AItLL•• 0• fyE LM. 7•wdeF J.J. NNNNIF dR FJf. 6H4Vf6 0"M learnt F R•ilto".t E 671.1 EDITION (20141 FOC UPDATE FDC 2010 CODE CHANGE � 1 2"2&08 Pm D ADDED 10 CAPTOSETEMPERED ®*70FTNOTE. Clrobdb *9/2M6 1070 TE0iNOL031 DRIVE N. VENICE, FL 34275 P.C. BOX 152E NOKOMS, 0. 34274 •'. ••• • ••• ••• •• •• •• GEN ILdlbTE.S '• T/ItlGy Behar • • I—• • • • • • • ALUMrOR(EONTAL ROLLERS WINDOW, IMPACT NTS te.1 Onnotro11 •`HMO 4127-10 F NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 6 ANCHORAGE.. 8-11 • • • • • • • • • • • •• •• ••• • • s • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • PRODUCT RI IV ISTD an canplyinpngCudo with the Acceptance F4xida ccepucpt C NO l Exy 'Wien Date .>•„ A fes' Wont b , , od•tt Co \ 1/2" NOM. GLASS BRE 60,61,62 1/8" ANNEALED o GLASS .090 PVB INTERLAYER 1/8" ANNEALED GLASS 5/16' NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 66,67,68,69,70,71 59 118" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 6/16" LAMINATED 5/16" OR 3/8" AIR SPACE ^ 1/8' OR 3116" ANNEALED OR TEMPERED GLASS LI 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16' LAMI I— 1 .090 PANEALED OR VBNNTERLAYERIEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 7/16' LAMINATED GLASS 12" NOM. GLASS BITE A- 63,64,65 ' KURARAY BUTACITE PVB INTERLAYER O or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY aEXTERIOR INTERIOREC), (ALL SECTIONS) •• • 0) 12" NOM. GLASS BITE 72,73,74,75,76,7 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED — 316" OR 114" AIR SPACE 1/8" or 3/16" ANNEALED OR TEMPERED GLASS&0 13:141000 • :: ••• 13/16" LA II IG allAS6 4.--- tit t:sA.l • • • •• ••• •• • • • •• QD FOR INSTALLATION IN THE I-VHZ ABOVE 30 FT, GLASS TYPES G . L SHALL HAVE A TEMPERED .G. GLASS Cr. BQt 1•THE DP vs) Aar OUAN•TlTY T REMAIN UNCHANGED. • • • ander 0s, 4M. 6,14/M5 7r•slte twee J.J. 10117/11 •O: JR 8,20/11 OwFJC Par REVISED MT ERI,AYEt MANUFACTURER PrikhlTrt E NO CHANGE THt8 SHEET linD• AOOE010GAP 7DSETEMPERED G+SOFTNOTE °h"."4.1...1.4" ris•ala J.J.} 311996 7070 TECHNOLOGY DRIVE N. VENICE, Ft.31275 P.O. BOX 1511 NOKOMIS, FL 34274 l4eiMy Batter G A2MG QErA14s: •.: •: iNr • • • • • • • • ALUM"•IIORIZONTAL ROLLER WINDOW, IMPACT 0~0 sir. Brkellbat 107710 Full 2 d 11 4127-10 F PRODUCT REVISED es a7mptyi.$ with lbs Florida Building Code _ Acceptance No 1 I:Traion Delo By_ �g20'1i Ji 1 , MIL i ado roduct AILTPIN Mi /. r P.E. P.E.B 517!76 • • • • • • • • • • • ••• • • • • • • • • • • • • It • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) Q FOR INSTALLATION IN THE HVHZ ABOVE 30 FLST, GLASS TYPESHAVEA G - HALL TEM. PERED I.G. GLASS CAPBOTH THE DP AND ANCHOR REMAIN UNCHANGE WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 36" 38 9/8" 48" 50 6/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 I -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 j -60.0 +60.0 1 -60.0 98" A,B,G,H +60.0 -60.0 +60.0 I -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +58.8 1 -58.8 +56.2 -56.2 108 318" A,B,G,H +60.0 -60.0 +60.0 I -60.0 +60.0 ( -60.0 +60.0 -60.0 +60.0 , -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 ; -52.3 108" A,B,G,H +60.0 -60.0 +60.0 ! -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 I -51.7 111" A,B,G,H +60.0 -60.0 +60.0 I -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 .59.6 +53.6 -53.6 +50.9 j -50.9 UP TO 111" C,I +80.0 ;r -60.0 UP TO 111" D,E,F, J,K,L +75.0! -75.0 TABLE 2. IXOX (113,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 03" TO 88 7/18" A'B'C' 0,14,1+60.0 ; -60.0 88 7118" D,ETO J K L' +75.0 I -75.0 TABLE 3. AND XO LLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS�L« WIN' +/ HEIGHT „Lel„LelWIDTH TYPE - J - 36" 38 3/8" ( FZ 50 5/8" 54"60 60" A,B,G,H +75.0 -75.0 +75.0 I -75.0 75.0 -75.1 75.0 -75.' +75.0 7 ' +75.0 -75.0 +75.0 1 -75.0 5.0 '• -75.1 88" A,B,G,H +75.0 -75.0 +76.0 1 -75,0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 j -70.2 72" A,B,G,H +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +69.6 -69.6 +65.2 I -65.2 n r , WnatbQer,xida A,B,G,H er5.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 T5.0 -75.0 +75.0 -75.0 +75.0 -75,0 +68.1 -68.1 +63.8 -63.8a�N 16-05A.0,1 i'"d"" Dalt 4 '2O 1 Dy L,r.. . A. x Mia • .. P7oddet •ll UP TO 74" C, D,E,F, I, J,K L +75.0 7b.0 `�j� TYPES: TEST REPORT FTL-4858 (MX), F L.4859 (OX & XO) AND FTL-5330 �GLAASSS A/ /16" LAMI (1/8" A, 090,1/8" A G. 13/16" LAMI IG -118" OR 3/16"A (MIN.), 5/16" OR 3/8p AI GPP CE 5116" LAMI -1(1/8"A, .090,1/8"A) B. 5/16" LAMI (1/8" A, .090,1/8" HS) C. 5/16" LAMI 1/8 HS, .090,1/8" HS D. 7/15" LAMI (3/16" A, .090, 3/16 A) E. 7116" LAMI (3/16" A, .090, 3/16" HS) F. 7/18" LAMI (3/16' HS, .090, 3/16" HS) H. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR3/8" AIR i'Att:51a8"3AM1 10(11"A, .090,1/8"HS) 1. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 319;AIR'y''�A4E;5/'j5"tr.AI�P-31/8'Ti�S, .090,1/8118) J. 13/16" LAMI 1G-1/8" OR 3/16"A (MIN.), 3/16" OR i/4" SfYi4• , 7r1 L411- (3/1e"A', X90, 3/16"A); K. 13/16" LAMI IG -1/8" OR 3/18'"A (MIN.), 3/16" OR 1/4" SPACE, 7116" LAMI - (3146"A, .090, 3116"HS)'Y L. 13/16" LAW IG -1/8" OR 3/16"A (MIN.), 3/16" OM 1/4l SPACE, 708"1.41141- (3/16;1-4S, .490, 3/16118) `k 'y 'N .... \, i' ' ''k/1`�',/ •S' ,e •• .•• 1 No. SaTo:'s = a �`'�-�-tr • ; -,) •. S : rU -. - •STA U. r y/-- •• 'r � •' • Fr 0120 ;.. .� � '';;;9;x;0..'1 <,..;. A. LYNt{ gR,p.E. P.E. 7hs LM. 8114115tionies A&/F NYDCWWGETHr9SHEEr • •4.. • RE : • : bang" q1 mr p"y"„•� ntocwWasTHIS aH r 107N. TECHNOLOGY F 3425DRIVE N.VENIGE.FL3275 • T liX • • • • • • • • aww c•i ALUM.1•iORI2CUVTALROLLER W/NDOWt1MPACT J.R. 8/10111 0 ADDED 10 CAP TO BETEMPEREO fXFTNOTE -� P.O.BOx152f F"W4Wa ars wWI ,,� n".,er FIC O•lw 2/2&06 &mid* J.J. - 1 =NOS 1 NOKOMIS, FL 34274 V sth &tor HR7ro NTS 3 . 11 4127.10 F • . • • • • • • • • • • . • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 27 3/8" ...— MAX. DLO VENT 54 5116' MAX. DLO FIXI'D vDLO VENT~ NS C rj: ,-- 110" MAX. WIDTH I.F. FRAME 111' MAX. WIDTH FLANGE FRAME 57 M DL FI LI DETAIL B - XOX (1/4-1/2-1/4) B DETAIL A - OX OR XO_ GE uiE 'IG. 27 3/8" MAX. DLO VENT 27 3/8" MAX.DLO FIXED 85 7/16' MAX. WIDTH I.F, FRAME --o-1 6 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-113-113) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. a.: !'14/16 D.% 1/17/11 Oak 6/2/11 Oda: &V8 F Arra% E NO CHANGE TIES SHEET Raft/Ng D NO CHANGE THIS SHEET Ob J.J .3//24 _J ND CHANGE THIS SHEET 1070 7ECtNOLOGY DRIVE N. VENICE, FL31215 P.1). BON 1020 NOKOMI9, FL 34274 SEALANT OR GASKET AT HEAD AND SILL •• ••• • • • • • • • • • • • • • • • • • • • • I.F. FRAME FLANGE FRAME •• ••• " ' IEW bb (FRAME CORNER CONSTRUCTION) • ••• •• ••• •• • • • • • • • • • ZL£44TIOWg .. • • • ALUM. IIORItONTAL ftbLLER WINDOW IMPACT Visibly Better /at,naar Orr Pre WM, 148716 NTS 4 • 11 4127-10 F 1 D • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with dm Florida Building Code Acceptance No RNA fallen Dago 11iyt LYNN kr,�/q a�.•'0C,ENSE '•,F'P •1e` :: o. 55705 ' (')'•• $1AL/ 15 ATE OF .•')J� •' /t INAl- E� A. ltiI41'1Mk1.�ti, P.E. P.E * 06700 DLO FIXED vDLO VENT~ NS C • sm •- f 63" 318" AX, O ALL XED TES / Q f ILII I I 1 X - } A 56 MAX. DLO VENTS �' , ALL lit" I,F. FRAME ALL CONFIG. FLAN FRAI ALI CONS MAX. s 1 73" MAX. WIDTH I.F. FRAME —+{C+ 1-.-- 74' MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO_ GE uiE 'IG. 27 3/8" MAX. DLO VENT 27 3/8" MAX.DLO FIXED 85 7/16' MAX. WIDTH I.F, FRAME --o-1 6 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-113-113) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. a.: !'14/16 D.% 1/17/11 Oak 6/2/11 Oda: &V8 F Arra% E NO CHANGE TIES SHEET Raft/Ng D NO CHANGE THIS SHEET Ob J.J .3//24 _J ND CHANGE THIS SHEET 1070 7ECtNOLOGY DRIVE N. VENICE, FL31215 P.1). BON 1020 NOKOMI9, FL 34274 SEALANT OR GASKET AT HEAD AND SILL •• ••• • • • • • • • • • • • • • • • • • • • • I.F. FRAME FLANGE FRAME •• ••• " ' IEW bb (FRAME CORNER CONSTRUCTION) • ••• •• ••• •• • • • • • • • • • ZL£44TIOWg .. • • • ALUM. IIORItONTAL ftbLLER WINDOW IMPACT Visibly Better /at,naar Orr Pre WM, 148716 NTS 4 • 11 4127-10 F 1 D • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with dm Florida Building Code Acceptance No RNA fallen Dago 11iyt LYNN kr,�/q a�.•'0C,ENSE '•,F'P •1e` :: o. 55705 ' (')'•• $1AL/ 15 ATE OF .•')J� •' /t INAl- E� A. ltiI41'1Mk1.�ti, P.E. P.E * 06700 EXTERIOR MAX. HEIGHT FLANGE FRAME M 4X. VENT DLO MAX. FIXED DLO 22 INTERIOR INTERIOR MAX. VENT DLO EXTERIOR MITERIOR A-0211— MAX. FIXED DLO --� MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FIXED DLO — MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR I • • • ; • • • II .INTERIOR • • • • • • • • • • • ••• • • • • • • • •, • •• • • • •• SECTION C -C VERTICAL SECTION, FLANGE FRAME) wad Zoe. www: Loi 5/f4/f5 F %%QM- Aft Mellow J.J. 1W17/11 E T�.arr. Pablonc J.R. 8/2041 D L..* Do. O.rirdy F.K 2t2MA06 J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1 CHANGE THIS SHEET SILL (VERTICAL SECTI4N,.I.F. FRAu1E). • • • —•— •• • •• • • •: •• • 101,111INC�AG7'ONF R It .`"V FL Ste • P.O.SOX 1524 NOKOMIS. FL 31276 Vizi* Buyer HEAD (VERTICAL SECTION, I.F. FRAME) SECTIONS T DLO m ALUM. HORIZONTAL ROLLER WINDOW, IMPACT c w•e Soft Mrs O shrM FY. NR710 I Half 5 + 11 4127-10 F PRWUCr REVISED as complying •villi the Flurid6 Building Code Acceptance No l •LI,71'1.0 Ekiir lion D. ▪ le" it LOF t ; ©i'J . \� A. LYNNIAtI R.P.E. P.EJ 96195 • • • • • • • • •• • ••• • • ••• • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 6 DWG# 4102 4025 4053 4136 DESCRIPTION FLANGE FRAME HEAD SASH STOP (STD.) (ANTI LIFT CLIP) #8 X 3/4 PH. PAN HEAD SASH STOP COVER (SASH STOP) FLANGE FRAME SILL MAT'L 6063-T6 AL 4137 8 10 IRV 4131 71298 1626 4002 4134 1155 • 16 4110 SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD FLANGEFRAME JAMB GASKET FOR MAIN FRAME SILL JOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR 6063-T6 AL 6063-T6 AL POW 612237 612244 7834AA 64136 64137 NEI 19 B FIXED MEETING RAIL W STP..187 X .230, FIN SEAL SASH TOP & BOITOM RAIL W STP..250 X .270 BA FIN SEAL 6063-T5 AL 6063HD-T6 AL 64110G 6063-T5 AL 64054A 640660 612240 ROLLER HOUSING& GUIDE BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP GUIDE SASH MEETING RAIL W SP.,.170 X .270 BACK, FIN SEAL SWEEP LATCH #8 X .625 PH. FL. SMS HEI.WSSASH SIDE P0RAIL 2 0BACK,FINSEAL MI BULB WEATHERSTRIP .187 X .275 40 _�LIFT RAIL COVER CAP 11211 4139 IF. FRAME HEAD 6063-T6 AL m 4140 al I.F. FRAME SILL 6063-T6 AL 5MI I.F. FRAME JAMB 6063-T6AL ® 50 GLAZING SILICONE,GIDOW 899,995 OR "•UIVALFM N VINYL AZINGBEAD BULB VINYL GIAZINGBEAD BULB (I ® 4039 GAZING BEAD -5/16" MIi• B GLAZING BEAD - 5/16" W/GRIILKIT ® • MCRAZING BEAD -7/16" © 985 isGLAZINGBEAD-7/16" W/GRILL KIT NM 5/16" LAMI 1/8" A .090PVB 118" A am5/16 LAMI(1/8" A .090PVB 1/8" Hill 111111 _ © • _ W1415 F NO CHI/40E Th#8 SHEET 10/17111 E NO CH4NGE MOS SHEET _L di! 1 60/11 0 ADDEO yulary TO MASS TYPES eiwn5n oft Cwd Mia FK 2/7606 J.J 3/2398 24 29 226 4128 4006 D BRASS POLYPROP. 6063HS-T6 AL 36 39 1235 1096 1016 7070 59 60 61 64 65 HSI 5/16' LAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16 LAMI (3/16" A, .090 PVB, 3/16" A) 7/16' LAMI (3/16" A, .090PVB, 3/16" HS 7/16" LAMI 3/16" HS,.090PVB 3/16" HS • DIE-CAST 6063-T5 AL 616830 42112111) 7BRW HL2 44128N 64006 67S 160 71096 7858 64126 616830 67070K 74078"C' L OR R 64139 64140 64141 6063-T5 AL 6TP247W K 6TP248K 64039B Timm DWG# REVS DESCRIPTION I MAT'L 1 PGT# 66 GLASS, 13/16" LAMI IG-' (MIN), 3/8"AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 67 " 13/16" LAMI 10.1/8"A (MIN), 3/8" AIR SPACE, 5116" LAMI (118"A, .090 PVB, 1/8"HS) 68 " 13116" LAMI10.1/8"A (MIN), 3/8" AIR SPACE, 5/16" LAMI (If8"HS, .090PVB, I/8"HS)_ 69 " 13/16" LAMI 10.3/16"A (MIN.), 5/16" AIRSPACE, 5/16" LAMI (1/8"A, .090 IND, 1/B"A) 70 " 13/16" LAMI 10.3/16"A (MIN.), 5/16" AIR SPAM, 5/16" LAMI (1/8"A, .090PVB, 1/8"HS) 71 " 13/16" LAMI 10.3/16"A (MIN.), 5/16" AIR SPACE, 5/16" LAMI On" HS, .090 PVB,1/8"HS) 72 13/16" LAMI I0 -1/8"A (MIN.), 1/4" AIR SPACE, 7116" LAMI (3/16"A, .090PVB, 3/16"A) 73 " 13/16" LAMI 10.1/B"A (MIN.), 1/4" AIR SPACE, 7/16" LAM( (3116"A, .090PVB, 3/16"HS) 74 " 13/16" LAMI I0.1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3116"HS, .090PVB, 3/16"119) 75 " 13/16" LAM110.3/16"A (MIN). 3/16" AIR SPACE, 7116" LAMI (3/16"A, .090 PVB, 3/16"A) 76 " 13/16" LAMI 10.3/16"A (MIN.), 3/16' AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS) 77 " 13/16" LAMI 10.3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/16"HS) 90 1014 SCREEN FRAME (HOR. & VER) 3105-H14 AL 91 1630 SCREEN CORNER KEY W /RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 96 SCREEN CLOTH • • • • •• ••• 43 • • • • • • • • • ••• •• ••• •• 2.784 1.988 I.F. FRAME JAMB 84141, 8083.78 41 I.F. FRAME HEAD #4139, 606348 42 ,F. FRAME SILL !14140, 8063-16 • •• • • • • 1TE,:tINay N. VE L3 P.O. 8O) 1525 NOK')MIS. 1134274 Irby Better PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ■irMioe,e arra aM1"t •wNeoe.7 . tirato NTS B 0 11 4127-101 F PRODUCT REVISED a, complying with Me Florida HnilJing Codc Ataeptance No 5-051 Thema, Dat" 117721,(46 By_Ali MI• Product \6N11YNNIA9/; :"� 't• No. 58705 _ -ri•id / ' C, sitoscr FCOR10.•',C�..� 1(ThiM. QVC A. LYNN PLER, P.E. P.E.558705 • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • O FLANGE FRAME HEAD #4102A, 6063-T6 —+41--.082 .490 O SASH STOP_ #4025,6063-T5 .062 I j+1.349.4 021 SASH TOP & BOTTOM RAIL #4133, 6063-T5 83 1 678 .050-F, 1.096 1 i -T GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED WI GRILL KIT) 2 6 FLANGE FRAME SILL #4136, 8083-T6 .437 HORIZ. ROLLER TRACK #4131,6063.16 1.187 1 1.081 1..-- 11 32 SASH MTG. RAIL 0400613,6063HS-T6 37 1.187 '-►- 3. 0 O FRAME SILL ADAPTER #4137, 6083-T6 �+ 1.403-.I 17 FIXED MEETING RAIL #40548.6063-10-T6 SASH SIDE RAIL #4126, 606375 .050 .678 1.096 416; l • • • •• •'�'0• 15• 1 --I-I GLAZING BEAD•?/16"• • �1.L•A.ZING BEAD, 7116" �� • • 5� •— h85C 6063-T5 #4242*, 80 • • • • TUBED Vi/ GRILL KIT) TB • •.• •• .•• •• • 5/14/16 10117/11 NO CHANGE THIS SHEET NO CHMIGE THIS SHEET NO CH4NGE TH'S SHEET X08 • • •• • • ••• ,••''•',• • O N1EyryrC�,•G?•DRI/E N. VE I 3,27: • P.O. BOX 15:9 NOKOMIS. 11.34274 • 1`-1,513-1 1 .040 II 1 .738 O SASH STOP COVER #4053, 6063-T5 {+ —2.784 1 .062-+.{ 13 1+— FLANGE FRAME JAMB #4002A, 8063-T6 IFE-1 er6 1.086 1 - ( 0 GLAZING BEAD, 5/16" 44039E, 606345 .883.-.+.I6nen —I— I 1.097 59 GLAZING BEAD, 13/16" #4087, 6083-T5 0-11111--- EXTRUSIONS .-ice Vita& Better •-•�`• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • 410 • • ••• • • • ••• • • EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT MY Woe VwelroWc 1414710 He 7 > 11 4127-10 F PRTII)UCT REVISED as t,mWrin$ with the R•Id% Building tCo ck Acceptance No 15'4, imHonDale 1'ASuV 0 I Product • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANT111E3, XOX (114112-114) WINDOWS TABLE 4 NOTES: GLASS TYPES A,13,C,G,H,1 GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE, 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1. CONC 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) & SU6STRATE ZONES ZONES ZONES 21DNE3 ZONES ZONES WINDOW SIZE ML v M� HEAD 8 SILL c n g HEAD & SILL Ii ar HEAD & SILL r I (1 HEAD & SILL if a HEAD & SILL i < < HEAD & SILL COL2. GLASS TYPES: I, A. 5/16" LAMI - (1/8" A,.090,1/8" A) ' B. 5/16" LAMI - (1/B" A,.090,18" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FTI GLASS TYPES N - H SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE OP AND 53,125 x 38.375 1+02+1+02+1 2 1+0241+02+1 2 1+02+1402+1 2 1+0241+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 C. 5/1" LAMI - (118'" A,.09 , HS) D. 7/16" LAMI - (3118" A,.090, 3/16'A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+62+1 3 1+02+1+02+113 1+02+1+02+1 3 E. 7/18" UMI - (3/16' A,.090, 3/16" HS) HS) 50.625 1+02+1+62+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+0241+02+1 3 1+02+1+02+1 3 1+02+4+02+1 F. 7/16" LAMI - (3/16" HS,.090, 3(18" 3 G. 13/16' LAMI 113 -1/8" OR 3/16" A (MIN.), 5/18" OR 318" SPACE, 5/16" LAMI - (1/8" A,.090,1,8" A) 54.000 1+02+1+02+1 3 1+62+1+02+1 3 1+62+1+02+1 3 1+0241+02+1 3 1+02+1+02+1 3 1+02+1+62+1 3 H. 13/16' LAMI 10 - 1/8" OR 3/16' A (MIN.), 5/16" CR 318' SPACE, 5/16" LAMI - (118" A..090,1/8" HS) A OR 318' SPACE, LAMI HS,.090, 1/6" HS) 60.000 1+02+1+02+1 3 1+6241+62+1 3 1+0241+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 1. 13/18" LAMI 10 - 1/8" OR 3/16" (MIN.), 5/18" 5/16" - (1/8" 3 J 13(16" LAMI 10 - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,090, 3/16" A) 63.000 1+02+1+02+1 3 1+62+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+63+1 3 K. 13/16" LAMI IG - 1/8" OR 3/16' A (MIN.). 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) 60.000 x 38.375 1+02+1+62+1 2 1+02+1+02+1 2 1+C2+1+0241 2 1+02+1+02+1 2 1402+1+02+1 2 1+C2+2+02+1 2 L. 13/16' LAMI IG - 1/8" OR 3116" A (MIN.), 3/16" OR 114' SPACE, 7/18' LFW11- (3M8" HS,.090, 3118" HS) 48.000 1+02+1+62+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+0241+02+1 3 1+02+2+02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING IN 60,826 1+02+1+62+1 3 1+132+1+132+1 3 140E+1+132+1 3 1+02+1+02+1 3 1+132+1+02+1 3 1+02+2+132+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW TABLE. 84.000 1+02+1+62+1 3 1+132+1+62+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+2+02+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+62+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+63+2+6341 3 25 314" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 63.000 1+02+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+62+1+02+1 3 1+02+1+0241 3 1+03+2+133+1 3 TABLE KEY: 74.000x 38.375 1+02+2+02+1 2 1.02+1+02+1) 2 1+C2+2+02+1 2 1+02+2+62+1 2 1462+2+02+1 2 1+02+2+02+1 2 X 0 X -5-1.....--ANCHOR 48.000 1+02+2+02+1 3 1+02+1+62+1 3 1+02+2+02+1 3 1+02+2+0241 3 1+02+2+02+1 3 1+02+2402+1 3 1+03+4+133+11 QUANTITY PER JAMB 50.626 1+02+2+02+1 3 1+02+1+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+62+2+02+1 3 1+02+2+02+1 3 l HEAD AND SILL ANCHOR QUANTITY. 54.000 1+02+2+02+1 3 1+02+1+02+1 3 1+02+2+02+1 3 1+02+2+C2+1 3 1+02+2+02+1 3 1+03+2+43+1 3 A CLUSTER OF (3) ANCHORS CENTERED ATN RAIL (1) 60.003 1+02+2+02+1 3 1402+1+02+1 3 1402+2+02+1 3 1+02+2+02+1 3 1+02+2+62+1 3 1+03+2+0341 HORATEEACHG OPERABLEPLUE 3 ANCHOR AT VENT 63.000 1+02+2+02+1 3 1+02+1+02+1 3 1+133+2+03+1 3 1+C3+2+03+1 3 1+02+2+0.2+1 3 1+6342+0341 3 PLUS (4) ANCHORS AT FIXED SECTION. 64.000x 38.376 1+02+2+02+1 2 1+02+2+02+1 :2 1+02+2+62+1 2 1+02+2+02+1 2 1+02+2+02+1 2 1+02+3+0241 2 (12) ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+02+2+02+1 3 1+02+2+C2+1 3 1402+2462+1 3 1+02+2+02+1 3 1+132+2+132+1 3 1+03+3+03+1 3 (3` MIN. O.C. ANCHOR SPACING) 60.625 1+02+2+C2+1 3 1+62+2+02+1 3 1402+2+02+1 3 1+02+2+02+1 3 1+62+2+02+1 3 1+03+3+03+1 3 3 3 1+032+2+02+1 3 1+02+2+02+1 3 1+02+2+02+1 3 1+04+3+04+1 3 25 3/4" mai. 84.000 1+02+2+02+1 1+62+2+02+1 -._{ 1+-3" MIN. 1403+2+03+1 3 1+62+2+02+1 3 1+04+3404+1 3 1 1 60.000 1+02+2+02+1 3 1+02+2+02+1 3 1+0342+03+1 3 I- :--+-- 63.000 1+02+2+62+1 3 1+02+2+02+1 3 1+63+2+63+1 3 1+03+2+03+1 3 1+02+2+62+1 3 1+04+3404+1 9' REF. 3 X X PRODUCT REVISED 108.3764 38376 1+132+2+02+1 2 1+13242+132+1 2 1+02+3+132+1 2 1+62+3+62+1 2 1+62+3+02+1 2 1+0244402+1 2 T---\ _____ �. at complying with the Florida Building 48.000 1+02+3+02+1 3 1+02+2+02+1 3 1+C3+3+63+1 3 1+63+3+03+1 3 1+02+3+02+1 3 1+03+4+03+1 3 MTG. RAIL, TYP. C44e Accyuance No 1 -O IR. 019 60.625 1+02+3+02+1 3 1+02+2+62+1 3 1+03+3+03+1 3 1+03+3+63+1 3 1+03+3+03+1 3 1403+4+03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Exp'raumDale PrX341-4 VII 54.000 1+03+3+03+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03+3+63+1 3 1+64+4+04+1 3SHOWN i IN TABLE KEY ABOVE) By it'd ''• (*, , Memrade • educt eo,yp, 60.000 1+03+3+03+1 3 1+02+2402+1 3 1+04+3+04+1 3 1+04+3+04+1 4 1+63+3+03+1 3 1+04+4+04+1 3 63.000 1+03+3+03+1 3 1+02+2+62+1 3 1+04+3+04+1 3 1+04+3+04+1 4 1+C4+3+04+1 3 1+C6+4+06+1 3 26 3/4" MAX. �-1 1/2 TYP. 111.0004 38.375 1+02+3+02+1 2 1+02+2+62+1 2 1+02+3+02+1 2 1+024-+1'31C3+62+1 ! 1+Gt+4r32+11 ft �3"MINGI 45,000 1+62+3402+1 3 1+02+2+62+1 3 1+03+3+03+1 3 1+03+5 3+1 3.111C2�3FE2+113 U+01 •�4•C3+1 3 • 9" REF. `\�v�Uy(ILYNA!'Al�t,�,,, 60.625 1+02+3402+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1+C3+3+-45+1 3 r *C343+6347 • • • • 3 6+05+4.03+1 • • • • 1-'m,_ X - - X ,,,,....:> •. ' y�GFN �•c: '., (;P Q 54.003 1+63+3403+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1+133+3403+1 3 1+03+3+03+1 3 1+04+4+04+1 .' '.' No. 87U1i - 60.000 1+63+3+03+1 3 1+02+2+02+1 3 1+04+3+04+1 3 1+04+3+04+1 4 1+031+3+03+1 3 1+134+4+04+1 MTG. RAIL, TYP. 63.000 1+0343+03+1 3 1+02+2+02+1 3 1+0443+04+1 3 1+0y+3+01+11.4 1+04+3+64+4 i A+C5+4+01 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS - .:, . : ,x• 1. 4116 �F • NO CHANGE TH,SSHEET • _ - • • • • • ' . °Mem` ANCHO,�AGE SPACING. XOX (1/4-1/2-1/4) % 7� (s <U� �.'(7 '. S' 5 r� �i� "..";<‘<-...- 1a•air Jd, r rr 1817/11 4wW.r E • A1DG44NGETHIS SHEET - • - • to7RTE(�e+ot eraoRive "'`rt ' • i 3,275 • t �� " ALUM. ,>•CGRfo',,.•'aC�,..` ''� `'/O;N'P.'(- •w...ellc ••e •._ P0.BQX114 �-►-' HORIZONTAL ROLLER WINDOW IMPACT t v- ��'3 J.R. 1V1811 0 TEASERS)ADDED IGCAP Y08EQ+3014K07E •,ars irs roaaar•a ALP •,,,,K FI( ON( / 7P8pQ a. J.J. n� 3f1805� No411a11s, FL 34274 [?atAy Hew NR710 NTS 8 d 11 4127-1(I ilBA�P.E. • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XOX j1/3-1(3.1/3) WINDOWS TABLE 5 NOTES: GLASS TYPES A,B4O.H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR ripe b 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO 334 CRETE -FLEX 3 - 812 STEEL SCREWS (05) m i 0 co 0 0 4'2. GLASS TYPES: D WINDOW SIZE W N HEAD & SILL I -, HEAD & SILL 1 HEAD & SILL ' HEAD & SILL ' t HEAD & SILL ' HEAD & SILL I A. 5116" LAMI - (1/8".0.090,1/8" A) - B. 5/16" LAMI - (1/8" A.090, 1/8" HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A 48.000* 38.376 1+62+1+1,1' 41 Z 1+432+1402+1 2 1+432+1+02+1 2 1+C2+1+432+1 2 1+02+1+432+1 2 1+02+1+02+1 2 C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 46.000 1+02+1+432+1 3 1+02+1402+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 D. 7/18" LAMI - (3/18".0,.090, 3/18' A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.825 1+02+1+02+1 3 1+02+1402+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 F. 7/16"LAMI-(3/16".0.090,3/1 HS) F. 7/16" LAMI - (3/16" HS,.090,,3116" HS) 54.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+432+1 3 1+432+1+02+1 3 G. 13/16" LAMI 10 - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A.090, 1/8" A) 60.000 1+02+1+02+1 3 1+432+1402+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+0241+02+113 H.13/16" LAMI 10 - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5!18" LAMI - (118' A,.090, 1/8" HS) 63.000 1+02+1+02+1 3 1+02+1402+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+0341+03+1 3 1. 13/16" LAMI IG - 1/8" OR 3/16' A (MIN.), 5/16' OR 3/8" SPACE, 5116" LAMI - (1/8'313,090, 1/8" HS) J. 13/18" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4' SPACE, 7/18" LAMI - (3/16" A,.090, 3/16" A) 53.1253 38.376 1+02+1+02+1 2 1+02+1402+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+0241+02+1 2 1+0241+0241 2 K. 13/16" LAMI 10 - 1/8" OR 3/16" A (MIN.), 3116° OR 1/4" SPACE, 7116" LAMI - (3/16" A.090, :0116" HS) 48.000 1+02+1+C2+1 3 1+02+1402+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+13 L. 13/16' LAMI IG - 1/8" OR 3/16" A (MIN.), 3118" OR 1/4" SPACE, 7/16' LAMI - (3/16" HS,.090, 3/16" HS) 60.625 1+02+1+02+1 3 1+02+1+432+1 3 1+02+1+02+1 3 1f02+1+02+1 3 1+02+1+432+1 3 1+432+1+432+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED THE FOLLOWING 54.000 1+02+1+02+1 3 1+432+1+02+1 3 r1+C2+1+C2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+0241+02+1 3 ON DIMENS,CNS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 80.000 1+02+1+02+1 3 1+0241+02+1 3 1+432+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 63.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+0341+03+1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.0003 38.375 1402+1+432+1 2 1+02+1+02+1 2'1+02+1+02+1 2 1+02+1+02+1 2 1+0241+02+1 2 1+0241+02+1 2 253/A MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 48.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1102+1+02+1} 3 1+02+1+02+1 3 TABLE KEY: 80.625 1402+1+432+1 3 1+432+1i•02+1 3 1+02+1+02+1 3 1402+1+02+1 3 1+02+1+02+1 3 1+0241+02+1 3 X 0 X 54.000 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1402+1+02+1 3 1+02+1402+1 3 1+03+1+03+1 3 1+433+1+03+1 31 -+--ANCHOR QUANTITY PER JAMB 80.000 1+02+1+02+1 3 1+02+1+02+1 3 1+432+1+02+1 3 1+0241+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 63.000 1402+1+02+133 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+433+1 3_1+02+1+02+1 3 1+03+1+0341 3 HEAD AND SILL ANCHOR QUANTITIES 66.000% 38.375 1+0241402+1 2 1+02+1+02+1 2 1+432+1+0241 2 1+02+1+02+1 2-1402+1+02+1 2 1+02+1+02+1 2 A OF ANCHORS CENTERED EACH ON EACH MEETING RAI PLUS (1) 48.000 1402+1402+1 3 1+02+1+432+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 ANCHOR AT EACH OPERABLE VENT 60.626 1+02+1402+1 3 1+C2+1+02+1 3 1+02+1+02+1 3 1+02+1+432+1 3 1+02+1+02+1 3 1403+1+03+1 3 PLUS (1) ANCHORS AT FIXED SECTION. 64.000 1+02+1402+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.000 1402+1+02+1 3 1+02+1+432+1 3 1402+1+02+1 3 1403+1+03+1I 3 1402+1402+1 3 1+03+1+03+1 3 (3" MIN. O.C. ANCHOR SPACING) 63.030 1+02+1402+1 3 1+02+1+62+1 3 1+433+1+03+1)3 1+03+1+03+13_ 1+02+1+02+13( 1+03+1+03+1 3 74.000x 38.375 1+02+1402+1 2 1+02+1+02+1 2 1+32+1+02+1r2 1+02+1+02+1 2 1+432+1+C2+1i2_ 1+022+1+02+1 2 I 1 25 3/4" MAX. 48.000 1402+1+02+1 3 1402+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1402+1+02+1 3 1+03+1+03+1 3 I -3-{I-3-3' MIN. 60.628 1+02+1402+1 3 1+432+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 -+ 54.000 1+02+1+02+1 3 1+02+1+432+1 3 1+02+1+02+1 3 1+62+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 a" REF. I O X 60.000 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 / PRODUCT REVISED 63.000 1+02+1+02+1 3 1+02+1402+1 3 1403+1+03+1 3 1+03+1+03+1 3 1+0241+02+1 3 1+03+1+03+1 3 ea complying with the Florida 33i334coda 64.0003 38,376 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1.1+02+1+02+1 3 1+0241+12+1 2 1+02+1+02+1 2irtion MTG. RAIL, TYP. CLUSTER AcceptanceN+_ 5-O r/7��1 t Daly •T:' 48,000 1+02+1+•02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+0241+02+1 3 EXAMPLE W/ QTY. OF (3) ANCHORS ti (JJ,Lt 60,826 1+02+1+0241 3 1+02+1+02+1 3 1462+1+432+1 3 1+432+1+432+1 3 1442414S:241 3 1+03+1+03+1 3 1+433+1+03:1 3 (SHOWN IN TABLE KEY ABOVE)By .1/... ' Mian/ ', Prado tC++ 64,000 1+02+1+02+1 3 1+432+1+02+1 3 1+03+1+03+1 3 1+03+1+03+1 3 1402+1+02+1 3 1+03+1+03+1 3' 60.000 4+02+1+02+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+03+1+08.1 ••4€3441401+1 3.1+0331+913+1 31,3 253!4" MAX 1/2' 63.000 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 1+03+1:03+1 4 14 3413(33+1 11C4I1+y4+'4 1 TYP. �I 1-"-3" MIN. 86.4'373 38.376 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+02+1 2 1+02+1+C1t1 3 1+l2+=+0C+1: 610211311112+1 11 48.000 1+02+1+42+1 3 1+02+1+02+1 3 1+02+1+C2+1 3 1+02+002+1 )1'1+02+140.0+1 3.1+03+1+:3+'� 2, • •9" REF. x 0 X.,,,,,,,,t-20. +,,,� ONV ....., ,4-7��i., 1'`\''•.•'1 JCENSLe'... F',p ,, 50,626 1302+1+02+1 3 1+02+1+02+1 3 1+02+1+02+1 3 1+02+1402+1 3 1+02+1+02+1 3 1+03+1+03+1 31 r _ �/ t /: 54,000 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1403+1 3 1+03+1+03+1 3 1+02+1+02+1 3 1+03+1+03+1 3 . No. 58/05 , 60.000 1+02+1+02+1 3 1+02+1+02+1 3 1+03+1403+1 '3 1+03.1+03.11 4 1+03+1+tCt3+1 WI'itC4+1+Cgty 4 • MTC. RAIL, TYP, `. 63.000 1+03+1+0341 3 1+02+1+02+123 1+03+1+03+1 3 1---17V'171333+ 4 I+03 303+1 3•f+0441+311 4 • • EXAMPLE CLUSTER W/ QTY. OF(4)ANCHORS . -0 •. 11 . ltl- Awan Awl* LM. Pk 6'14'15 4.. F NO CHANGE TH68SHEET • • • • • • • • • • • • • • • • • • • ) .. 71216. .-,-- !: ,1,7 4Z . ' .1.. p rr itwrmr • • • • • 0/01Et*4y0LOG1 wave • •-•• ANCHORAGE SPACING, XOX (1/3-1/3-11.x) • ;C> ;; • LaatD�;k":•\\ J.J.10/1701 E NOt�t4AK+ETKSSHEET N. VE NICE,FL3275 S' �� ' Awes J.R. Deft 6/201'11 lt•re.r-'�T,� 0 CAP TO BE TEMPERED Ptarti82+ ALUM. HORIZONTAL ROLLER WINDOW IMPACT ,� O%I�.- 'S`�, 11i1r11' `1-'� FK ow. 911806 tK.ar4Y J.J. ADDED IQ 0.30E7NOTE err NONOMIS, FL 34214 3/23106 • • • • • • • • V1r1G(y Battery • • • `�• tett10 NTS Ons 9 • 11 mete 4127-10 a"r F A. L`•14N M SER. P.E. P.E.N SVCS 4- ! • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 ANCHOR QUANTITIES O & O INDOWS 1 TABLE 6 NOTES: GLASSTYPES;AG, GLASS 'TYPES C,DE,F,I,J,K, L ANCHOR TYPES 2,3, WOOD 2, CONC 1JONC 5,3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: 1- 1/4" ELCO TAPCONS 0/4" I/4" ELCO SSA CRETE-FLEX 3 - X12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES • Qa a0 ¢� m �2 Q a1 A 5116' LAMI - (116' A,.090, 118" A� FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW 512Em v tq .6 a6 ,•, (n .6 '1222 u1 .6 ' _ .6 ").6 = in ' r�v11-T1/6"7r090,1/6 HS) C. 5/16" LAMI - (118' HS,.090, 1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND 7E2cfF, 1+02+1 2 1+C2+1 2 1+C2+1 2., 1+62+1 2 1+C2+1, 2 1+C2+1 2 D. 7/16" LAMI - (3116" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. .000 48.01 ' 1+02+1 3 1+C2+1 3 j+C2+1 1+C2+1 3 1+C2+11 3 1+02+1 3 E. 7/16' LAMI - (3/18" A,.090, 3/16' HS) 7/16" LAMI - (3116" HS,.090, 3/16" HS) 50.625 1+02+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 I 3 • 13718" LAMI 10 -1/8" OR 3/16" A (MIN.), 5/16' OR H. 13118" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/18" LAMI - (1/8" A,.090, 1/8" A) 3/8" SPACE, 5/16' LAMI - (118" A,.090, 1/8" HS) 54.000 1+02+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 !!! 1+C2+1 3 1+02+1 3 1. 13/16' LAMI IG -1/8" OR 3/16' A (MCN.), 5/16" OR 3/8" SPACE, 5/16' LAMI - (1/3" HS,.090, 1/8" HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 ' 3 J. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 3/16' OR K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4' SPACE, 7/18" LAMI - (3/18' A,.090, 3/16' A) 1/4" SPACE, 7/16' LAMI - (3/16" A,.080, 3(16" HS) 63.000 1+02+1 3 1+C2+1 3 1+C3+1 3 1+02+1 3 1+02+11 3 1+C3+1 3 L. 13/18" LAMI IG -118" OR 3116' A (MIN.), 3/16' OR 1/4' SPACE, 7116" LAMI - (3/16" HS,.090, 3/16' H5) 48.000 x 38.375 1+02+1 2 1+C2+1 2 1+C2+1 2 1+62+1 2 1+02+1 2 1+C2+1 2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+02+1 3 1+C2+1 3 1+C2+1 3 1+62+1 3 1+02+1, 3 1+C2+1 3 DIMENSIONS, FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+02+1 3 1+02+1 3 1+C3+1 3 1+02+1 3 1+62+11 3 1+03+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.040 1+C2+1 3 1+02+1 3 1+03+1 3 1+C2+1 3 1+C2t1 3 1+03+1 3 18 3/4' MAX. FROM CORNERS. 60.000 1+03+1 3 1+62+1 3 1+03+1 3 1+C3+1 3 1+C2+1 31+C3+1 3 JAMBS: 9" MAX. FROM CORNERS AND 22172" MAX. 0.C. 63.000 1+C3+1 3 1+62+1 3 1+03+1 3 1+03+1 3 1+C2+I 3 1+03+1 3 TABLE KEY: O x 38.375 1+•02+1 2 1+02+1 2 1+C2+1 2 4 1+02+1 2 1+C2+1; 2 1+C2+1 2 2+C3+2 sfl-+--ANCHOR QUANTITY PER JAMB 48.0 1+02+1 3 1+62+1 3 1+03+1 3 1+62+1 3 1+C2+1I 3 1+03+1 3 50.625 1+C2+1 3 1+62+1 3 1+C3+1 1+02+1 3 1+C2+11 3 1+C3+1 3 1 HEAD AND SW-ANCHOR QUANTITIES - A CLUSTER OF (3) ANCHORS 54.000 1+C3+1 3 1+62+1 3 1+C3+1 3 1+C3+1 3 1+C2+11 3 1+C3+1 3 CENTERED ON THE MEETING RAIL 60.0 1+03+1 4 1+62+1 3 1+C3+1 3 1+03+1 4 1+62+1. 3 1+C3+1 3 PLUS (2) ANCHORS AT OPERABLE SECTION. 60- 3.00C3+1 4 1+63+1 3 �+G4 +1� 3VENT., 1+C3+1 4 1+C3+11 3 1+C4+1 3 Cp ANCHOAND RS TTOTAOTAL (N AT HEAD AND SILL. 60.000 x 38.375 1+C2+1 3 1+02+1 2 2+C2+2 2 1+C2+1' 3-6-7-2+11 2 2+C2+2 2 48.000 1+C2+1 3 1+02+1 3 2+C3+2 3 1+C2+1 3 1+02+11 3 2+03+2 3 (3" MIN. O.C. ANCHOR SPACING) 50.825 1+C3+1 3 1+02+1 3 2+03+2 3 1+03+1 3 1+C2+11 3 2+03+2 3 6314-" " MAX. 54.000 1+63+1 4 1+02+1 3 2+03+2 3 1+03+1 4 1+C2+11 3 2+C3+2 3 1-1-18 I -.--3' mm.60.000 1+63+1 4 1+03+1 3 2+C4+2 4 1+C3+1 4 1+03+11 3 2+C4+2 4 ..1.____-:- i--- Sr REF. I. -F--_i 63.000 1+C3+1 4 1+03+1 3 2+C4+2 MI 1+C3+1 4 1+C3+1 3 2+C4+2 4 X �`_ O -�'"-'-"��.,� PRODUCT REVISED 66.000 x 38.375 2+C2+2 3 1+62+1 2 2+02+2 3 2+02+2 3 1+02+1 2 2+02+2 3 of complying TAM Ute Florida Building 4800 +0MTG. 2 2+2 4 1+C2+1 3 2+C3+2 3 2+02+2 4 1+02+11 3 2+C3+2 3 RAIL- AcccptanceNoIPP'V 1".O 50.825 2+03+2 4 1+02+1 3 2+03+2 3 2+03+2 4 1+02+1 3 2+C3+2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Dale .t 20 I 54.000 2+C3+2 4 1+C2+1 3 2+03+2 4 2+03+2 4 1+02+11 3 2+03+2 4 (SHOWN IN TABLE KEY ABOVE) 400 By La.f,:4y/4'�4 ,, By, 1.1. Mtam .'+evrooua oI� 80.000 2+C3+2 4 1+C3+1 3 2+04+2 4 2+C3+2 4 1+C3+11 3 2+C4+2 4 63.0a(j� 1+03+1 4 1+C3+1 3 2+C4+2 4 2+C3+ 4 1«+11 3 2+C4+2 4x..-18 3/4 ` 112' TYP 74.000 .375 2+02+2 3 2+02+2 2 2+C2*2 3 2+€2•+21 *2 4+l2+ / & • 0O + 1 -►I I---3" MIN. I I i I 4; 0000 2+63+2 4 2+02+2 3 2+63+2 4 2+C3+24 3*€2 , 4 "+`c ' arl •• 9'REF. I g X I ��t01/4,•( 1Yr/M4til1'�� 50.625 2+C3+2 4 2+02+2 3 2+C3+2 4 2+C3•25.4 •RC2+24:3 2s' 3•*�S ii •. h.-'_ �` -_-_`` 1 :'. L.ENs,' •.Ff 5'. 1. 1 2+C3+2 4 2+03+2 3 2+C4+21 4 2+03+2 4 2+C3+21 3 2+04+2 4 = •;c • No. 58705 60.000 2+03+2 4 1+03+1 3 �2+C4+2 4 2+C3+2 5 2+03+21 3 2+04+2 4 MTG. RAIL = 63.000 2+03+2 4 1+03+1 3 + 4+2 4 12 *2 2+C3 14 -, •+2 • EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS• a : �( : ts, aF 4n6 NO CHANGE Trus SHEET r : o • • • Er • • • •-•.." ANCHORAGE SPACING, OX AND XO WINDOWS =t",'• SrATEF -;, •%:.•.. F<oRM?•. sr 010x 10/17/11 Roialo. • voa+AMG17xIssrl r ••• • 10 7EiwaL00. DR►E N.vcNcg,FL3r�rs U • '",,,"ONAL „if...1 Or ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ,.' J. &Ja11 D ADDED IG CAP TO BE 7EUPERED +80F7NOTE. P.J. sox 1629 ."'"' MR �` 11~6. n,. ,(��.1, 11 A. LYNN fA11.LI:R. P.E. ••,,, y,,, FJC 11/16 8 ��'(1. J.J. 523'06 NOK MIS. FL 3427+ VWI.l, gear 1142716 N:; 10 K 11 4127-10� F P.E.9 6S705 '---"• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 N. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 r 1 3/4 MIN. E.D. TYP. 11' MIN. EDGE •: NOTE 1 CONCRETE ANCHOR, NOTE 1 VT"MAX. SHIM WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 2x WOOD BUCK, NOTE 3 1 3/8" MIN. 2x WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR, NOTE 1 1/4 MAX. SHIM 114• MAX. SHIM-11� N. 1.5 KSICMU) v OR PER NOTE 1 (3.4 KSI CONCRETE) CONCRETE ANCHOR, NOTE 1 NOTES: fFOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4' ELCO TAPCONS EMBEDED 13/3" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE 412 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 412 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WI 412 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS F THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL DE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 412 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. 1F THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 6. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 1x WOOD BUCK, NOTE 3 DETAIL F YPICAL FLANGE FRAME JAMB SECTIONS MIN. 3.4 KSI7e CONCRETE DETAIL C 114' MAX. SHIM ,• NOTE 1 1 314" MIN. E.D. TYP, 2x WOOD BUCK, NOTE 3 1 3/4" EXTERIOR INTERIOR ..4• MIN. ED (MEAD & SILL DE TYP. INTERIOR (JAMB DETAILS E, F & 1) EXTERIOR WOOD ANCHOR, NOTE 2 1/4" MAX SHIM 1 3/8MIN. 2-1/2" MIN. EMBEDMENT SEE NAILING L 5/8; MIN. EDGE DETAIL H (HEAD) NAI LINO .131 DIA. MIN. x 21/2" NAL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. SEE — NAILING •• • • • • • •�T' • ...— • •1� MIN. EDGE • • 1 SIN. Ebc .• ••• DETAIL D TYPICAL FLANGE FRAME SILL SECTIO • CORRECT OPTTITNAI.BUCK NOTE TO811C1.U'DECMy ip • NO CHANGETH!S SHEET • • • am . 10/17111 ME Fifa 2,28/08 ••• • • • •• • NOCHWGETHIS SHEET 009. 312306 0701E N.V • • • 2-4" M1 . E!IBL-�• DETAIL G ( ILL) DETAIL I (JAMB) • • • • •▪ • • • • TYPICAL INTEGRAL FIN FRAME SECTIONS 2-1/2" MIN, 5/8" MIN. PRODUCT REVISSD as complying the fluids Building Code Acceptance Ne I • -O5 I Vol ion Dnd, •Tm Dodo Rodad CdnIrp BMW SEE NAILING •• • BOX 1529 NONOM18, FL 34274 •• • • • 1111 Visibb Eeaer ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT aeFIRM Half 11 • 11 4127-10_1F 7I.2_ STATE F A l'Rm IIAILit.ER P.E. , P.E.4 58700 • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • •• •• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive NorteN . .. orte ',elide, FL 34275 SCQPE: This"NOA is being issued under the applicable rules and regulations governing the use of construction teettpls. Th ... docrineentation submitted has been reviewed and accepted by Miami -PA& County RER Z Contsol ilesation ta,• be u§ed in Miami Dade County and other areas where allowed by the Authority HavingpT'►�Juni .pion (ARP... •. Thi NOA shall not be valid after the expirationdate stated below. The MiamieDade„ Cc ft Y• _P oduy Corit4oJl Section • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) rester4L.the r tb•lave r,-.: lifoL act or material tested for quality assurance purposes. If this product or material fails u jerfornz in ltie acce.tti#' • manlier, the manufacturer will incur the expense of such testing and the AH 1 may im> gtely resc.em. anndify, de' susgenci the use of such product or material within their jurisdiction. RER reserves the rigeit ee revoke thio acceptance . if ibis determined by Miami -Dade County Product Control Section that this product'or ihaterial fails to meet. i1g : • requ'.rements of the applicable building code.. This'produet is approved as described herein, and bas been designed to comply with the FleriCode, de, • incl$ding the High Velocity Hurricane Zone. .. ••• • DE CRIPTION: Series "FD -101" Aluminum French Doors wv/wo Sidelites- L.M.I. AI kOVAL DOCUMENT: Drawing No. 11005-1 Rev E, titled "Alum. French Door & Sidelites, Impact", sheets 1 thropgh 10 of 10, dated 04/04/2012 and last revised on 05/29215, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Ace ptance number and Expiration date by the Miami -Dade County Product Control Section. MISJ ,E IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. iUsc of Table 1, rcquire full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX door or 0 (sidelite) shall control. 2. r'All laminated glazing options (glass types, A, E, C, D & E) must have 3/16' HS glass at interior side. 3. %a" Elco Ultracon (former Tapson) to be 4"OC into Conc. and 6" into CMU (iambs). 4. funlisted missing items # 68,69,75-89 and 100-102 in Bill of Material are not .part'of approvals op 5. Applicable Egress requirement to be reviewed by Building official. "� , 1 c LAI3ELING: Each unit shall bear a permanent label with the mamefacturer's name or logo, city, state and series ana foil .*.ring statement: "Miami -Dade County Product Control Approved", noted herein.. - I aw. RE EWAL of this NOA shall be considered after a renewal application has been filed and there has been no chanke in the applicable building code negatively affecting the performance of this product: „ ' u 0 TEkMINA T ION of this NOA. will recur after -the expiration date or if there has been arevi'siooi dr change in the ? matrials, use, and/or manufacture of the product or process. Misuse of this MOA as an endorsement of any product;) for sales, advertising or any other purposes shall automatically terminate this IvtoA. Failure td conip1y,with any sedUon oft is NOA shall be cause for termination and removal of NOA, u . , . �_ . ` , � f; -.AD. RTISEMENT: The NOA number preceded by the words Miami -Dade County;. Florida; and folio red by'thc e pn ation date may be displayed in advertising literature. If any por',ian of the NOA is displaiyed,'1114 it shall'be dire in it entirety=. 1 ,. N'i INSPECTION A copy of this entire NOA shall be provided to the ..sser by the mania&erurer.or its distribu- `inel0 shalt be available for inspection at the lob site at the request of the Building Official. _ ' ' a_ .. ae This NOA revises NOA # 12-0516.02 and consists i f this page 1 filed evidence pages E-1, as welt as approval �" docilinent mentioned above. The submitted documentation was reviewed by 1;ihaq L Chanda, P.E. MIAMI-u-Alw Pi -41141Y PRODUCT CONTROL S`EL i'6ON 11505 SW 26 Street, Room u 205 Miami, Florida 33175-2474 T 016) 315-2590 F (786) 315.25599 www.miamidade.gov/ecommmr • el r� NOA No. 15-0528.24 Expiration Date, October 18, 2017. Approval Date: July 23, 2015 Page 1 TRIO DESIGN CONSULTANTS. LLC - C.O.A. # 27578 1>4 APPROVED [ ] NOT APPROVED [ ] APPROVED AS NOTED [ ] REVISE & RESUBMIT [] REVIEWFOR OMPLWN 0 9/ i0 r5 SIGNATURE DATE reviewand documents Marld gs is sf contract construed as relieving the Contractor from compliance with the prof piens and specifications, nor departures therefrom. The Contractor remain responsible for details and accuracy, for coati ni g and correlating all quantities and dimensions, for selecting fabrication processes. for techniques of assembly and for perbrminp Ms work it a safe manner. ... . . . ... . • • .. .. . . . .. . • . . . •. •. . • . • • • •. 0.0 . • •• • . . . • •. • . 000 • • • • ... • • 4141.. • • . .. .... .. . . . • • • . . . . • . •.. . .. . . • • • • •• 4141 •• • •• 0041 41 • • • • • • 00 00. • • • • • 4141 . •••• • • PA' Industries, Inc. A. j., y t t B. NOTICE OF ACCEPTANCE: EVIDENCE VIDi2LE SULAJTTEJ DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under rales # listed below) 2. Drawing No. 11005-1 Rev E, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 05129215, prepared by PGT Industries, sianed and sealed by Anthony Lynn Miller, P.E. TESTS (Submitted under files # 12-051.6.02/#11-1013.22) ••••• 1_ Test rennrts on: 1) I Iniform Static.. Air Presgtare Tom, Loading per F C 4%61202_21•• • 2) Large Missile Impact Test per FBC, TAS 201-94 :•.•••••••• . • 3) Cyclic Wind Pressure Loading per FBC, TAS 20344 • . Along with marked -.up drawings and installation diagram of fixed sidelite (COM insulated.. • laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test R ' •its No(sTFTL•-- 6864, dated 04/02/12, signed AnArmlet(' by Marlin D P Brinson, ,. E. .. •.. • .: ---- .._...... —r—„M x -. t.,, -gra yv- _.:.:.,-..._._.. a r..�.'y.•?-w ir,.. . - ?t'-?fyMc.�*-r.'.x.`'.w'.►yp`y'i°'1�+s�e'Mr��M++�-Y'w�+[s .�YR7!a'.r3W.-ar, NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. G ING OPT' A. 3/3” LAMI NOMJ4021) CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM US 1 LITE OF 3/16" HEAT STRENGTHEN B. 318_y__,NLM1D2") CO(3$ISTIN 118` HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFL:XMEE °SAFE MAXIMUM PLUS (1) LITE OF 3116' HEAT STRENGTHENED GLASS. C. 7)16" LAMI NOM. on CONSISTING OF (1) UTE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF EUPONT BUTACITE OR SAFL.EX/KEEP:tAFEE MAXIMUM PLUS (1) LJTE OF 3/16" HEAT STRENGTHENED GLASS. D. 7/16" LAME NOM. (.465") CONSISTING OF (1) LITE OF 3/16` HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. E. 13116" LAMI IG NOM. (.8491CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, 1/4" AIRSPACE, (1) LITE OF 118" HEAT STRENGTHENED GLASS PLUS fel .090 PVB INTERLAYER OF DUPONT BUTACITE PLUS (1) UTE OF 3116• 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. EE-\ B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE; THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING HUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMiLAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: ,,NEST REPORTS FTL•4964, 5212 & 6864; EELCO ULTRACON NOAS:; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 6), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT 2. REFER TO TA _F . 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22. REINFORCEMENT. 0 73 EXTERIOR 93 ',1 1 1/8" AN. OR HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE+ MAXIMUM)j 1/2" GLASS BITE 94) 3/16" HS. GLASS 3/8" NOM. GLASS STACK 3/8" LAMI NOM GLAZING OPTION A OR NOTE 1 (3 1/2" GLASS BETE EXTERIOR 3/16" AN, OR HS. GLASS .090 PVEL INTERLAYER (DUPONT BUTACITE OR EAFLEXIKEEPSAFE MAXIMUM) _ 3)1 Li" HS. GLASS 7116' NOM. GLASS STACK 7/16" LAMI NOM. GLAZING OPTION C ORD NOTE 1 NOA DRAWINri MAP TOPIC !MEET GEt4ERAL NOTES.....,...... 1 CONI-IGURATiONS....... ....1 GLAi9NG DETAILS.. ...... 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HOR Z. SECTIONS 6 PAR"S LIST....._ .........:6 EXTIUJSION S 8, 7 ANC IORAGE 8.10 GLASS ABBREWIONS AN. = ANNEALED HS. = HEAT -STRENGTHENED TP. = TEMPERED {74 1/2" GLASS BITE 3/16' HS. • at AfsS• • • • • • • -,•-13" HJ ptA;1S • •• EXTERIOR 1/4" AIRSPACE - 3M6" iP GLAS3:-= • • 1•- • •• .090 PVS INTVILAY • • (DUPONT BUTACITE • �I • ••• 13116' NOM GLASSt F ••STdi •• • ••• 1,3lzQ;LAh/tllli9i®M.E •.: GCAZIN'G OP"IION, E', f40fi1 • mower wrote - ..w.w.erDe n.Bd& oaesc.dk ,..p...w_iC o � •Z4 e.pu.w..atoarr 17 � IhderradvitColonl ,' N A J Ha - LU 0 0 z g 0 Q Z 1O Z ••• • • • • •• • • • • • ••• • ••• • •• • • • • - • • • • •• ••• •• •• •• • • • •• • • • • • • • • • •• • •• ••• • • fi. r.? ..•..-�q. ,,•„KT'�r";�.�.s-ra rc.�Tr?-� .. •?�-".,- Z,a•r.-..s.�..sa+pec..•.�.�s`-+y"+y�t�....ye..--�.....v�c.snw TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX& DXXO (FOR DOORS W/ SIDE LRES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WfTH GIJSS TYPES A B, C, 0 OR E HEIGHT X WIDTH XX WIDTH e_ 79 3/4" 87 3(4" 91 3/4" 8° - 95 3/4" 6 71 3/4" +75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 S c LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -57.6 +64.2 -64.2 36 3/4" +75.0 O WIDTH 363/4" +75.0 -75.0 74.9 -74,9 +70.4 -70.4 +68.8 -88.6 +63.1 -63.1 SINGLE SIDE LITES WITH GLASS TYPES 0 C, D OR E -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. APPROVED (THE LOWER REINFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR /SIDE LTES ONLY CONFIGURATIONS: DP FOR OX, XO, OXO, XXO, 0)01 & OXXO THE DOOR OR SIDE LITE PREVAILS.) IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B C, D OR E HEIGHT X WIDTH XX WID'f H 6° - 79 3/4" 70 - 83 314" 87 3/4" 913/4" 8° - 95 3/4" 2° 25112" 4° 47 214" +58.6 -58.5 +55.4 -55.4 +52,4 -52.4 +49.8 -49.8 +47.4 -47.4 27112" 51 2/4" +54,9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 .-46.5 +44.3 -44.3 291 /2' 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46,1 +43.8 -43.8 +41.6 -41.8 28 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.5 -43.6 +41,4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38,1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 44.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE 0 WVIDTH .._ GLASS TYPES A, B, C, D OR E 103/4" +75.0 -75.0 +75.0 -75.0 +75,0 -75.0 +75,0 -75.0 +75,0 -75.0 12 3/4" +75.0 -75,0 +75.0 -75.0 +75,0 -75.0 +75.0 -75.0 +76.0 -75,0 19" +72,4 -72.4 +38.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59,0 •59.0 21 3/4" +64,5 -64.6 +61.0 -81.0 +57.8 -57.8 +55.0 -55.0 +52.4 •52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44,7 -44.7 +42.8 -42.8 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34,0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: +•tri:s 4+^cvr..,..swe•• .« •r ..mIo•+,rF>weo!+w ri .090 PVB, 3/16" H5) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) E. 13/16" LAMI 1G (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .0110 PVB, 3/16" HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OXIXO WIDTH = 731/2" MAX. OXO WIDTH =1091/2" MAX. XXO/OX( WIDTH = 107 3/4" MAX. 0X0(0 WIDTH =143 3/4" oUCTwow, iiia aUN/N e•br•c"a. ,,"",M...r"1S-47_5:61.-2*-* tiy; ruR" e:i ",.- ,240. J-1 7 *LI 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER ;ROM EITHER TABLE COMPLY WITH /HE EGRESS REQUIREMENTS OF THE F3C. NARROWER DOORS MAY BE USED WHERE EGftESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPIJCABLE IN MIAMI -DARE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE LIFE DES GN PRIESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90 HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.8 / -67.8 PSF EX. B FROM TABLE 1. OXX{I WITH GLASS TYPE A 08" WIDE x 85" HIGH DOUBLE DOOR WITH 301/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.5 / -43.6 PSF EX. D FROM TAI3LE 2. OXXO WITH GLASS TYPE C 633/4' WIDE x 80" HIGH DOUBLE DOOR WITH 26' SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF 8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHE ET6Ri6FigRiFNCEVNT • • • • DETAIL. • • • • • • • • • • • • • • • •• ••• •• • • • •• • • •�• • •• • ••• •• ••• •• • • • • • • • • •• • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • ••• •• ••• • • • ••• • • ��tt�llrrlrr . k, 2 s to N F z J l! 0 SEE Nana 4XO OR XO - 95 3/4" MAX. 141. TYP. 36 3/4" MAX. —�- 108 1/2" MAK — SEE NOTE 3 �'— 4" _ M3S 3/AX. ,4E //�� 777 (10 �i E{I`: / / IE i E I .. II ,IE SEE NOTE 4 --- OXO NO -'ES: 1. FOR ANCI-ORAGE 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 314' WHEN ASSEMBLED TO MAKE'X0',.XX(7,'0»' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND "XX DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' 000R = DOOR WIDTHI2 -4,079) --SEE NOTE 4 36 314" MAX, 33 5/8" MAX. DLO (TYP.) 143 3/4' MAX. SEE NOTE 3 38 3/4' MAX. SEE NOTE 4 95 3/4" MAX. (TYP.) 84 3/8" MAX. DLO (TYP.) I' OXXO G G DOOR DLO HEIGHT = HEIGHT -11 3778" DLO WIDTH 'X' = DOOR WIDTH -121518" DLO WIDTH XX' = DOOR WIDTH/2 -115/16" --SEE NOTE 4 •• ••• • • • • SIDE LITE • DLOHEIGHT=•HEIGHT 4:34• DLO WIDTH -a/TH.-1 8" • • • ••• • • • • • •• • • •• ••• • • •• • • •• • • • • •• •• ••• • • •• • • • • • • • • • • • •• • •• • • • • • • •• • • • • • • 95 3/4" MAX. (TYP.)' r. .MP lau/M• rxt. '2 isil.u7.Ba.101 Z7 MIttde71'Ka.ttCasio r 52 O tV 4a �r 0 • Z 1g A glg ce;I'. 0 0 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0•• • • SL. SECT. B -B VERTICAL_ Ll.�.a•9i��e i'„!tl�ii!i6�S•$$�N'"Y+�Nl'�'*. W�A�Al!�!X14;'7R•.?4y�r�”}�Y�,`!;"�ihFl��g+?�}pMa1•'V�1lSi INTERIOR 60 (64 CLEAR -COLORED SEALANT MAX. SIDE LITE HEIGHT \V� AT HEAD/JAMB SL VIEW G -G CORNER ASSEMBLY AT SILL;JAMB • •• ••• • • • • • •• •• • • • • • • •• ••• •• • • • •• • ••• •• ••• •• • •• • • • • • • • • ••• •• •• •• • • •• • • • • • • • • • • ••• • • • • • • • • ••• • • • • • ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • eiROOJCir KIM writo '_'v••h �a,Zy co, a..11 Dabs, 4-1 X w a) v 0 x 1— CD g Z () } g 2 CN co Z 0 U w in rt oS 1 Vegn ,y g z • e• twee e~er .-re!eleT•lrleeter ?DC WIDTH tettltUCIVV0Sle •• ••••Fitimaidikilhaol"`" w ay colt ••••Ont""1-Cr29e4 esormioe 80•_1114.1 Wog Do& 0 0 1 INTERIOR 4,7 EXTERIOR ; MAX. 1-** DLO 'X' SECT. D -D. HORIZ. RR') SPACING, SAME AS JAMB ANCHOR SPACING - -MAX. WIDTH (SEE SHEETS 7, 8 AND 9) I ES lg <;e max.„ ?6-?) SI SECT. E -E HORIZ, (DOOR W/ SIDE LITE) SEE TA13LES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY • • • • • sEcT-11 • • • • . 1 HORIZ, (SINGLE v./1E liTE1 :.: • • • 0 0 • • • • •. • • OOOO • • • • • • •••••••••••••0.111•1•1••••.•••=••••••••••••••....• 0.1041111.01nr illh•0010•• 40....1411.....4..0.11... Iral......... • • • • • • • • • a • 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • yols.101•.. ITEII DWG # PGT# DESCRIPTION 1 9438 60411 FRAME HEAD 2 1010 60300 V►STP.,Q-LON .190 X.375 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FLUSHBOLTSTRIKEPLATE 5 938 7938X 2 PT. LOCK STRKEPLATE 6 958 7956A FAME HEAD STRIKEPLATE BACKING PLATE 7 7832X12FPXP #11-32 X.500 PH. FL MS - S.S. W/SIUCONE PATCH 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 9 996 70998 GASKET (BETWEEN HEAD & FRAME JAMB) 10 ' 52A 6633016 FILLER HEAD ADAPTER 11 11000 611000M CUTSWING THRESHOLD 12 1870 671670 WSTP, .350 RD FOAM FILL TSLOT (AasSURY#32011) 13 11004A 611004M CUTSWING THRESHOLD CHANNEL COVER 14 11001A 411001A ACETAL SPACER .065 INHOUSE INJECTION MOLDED) Sal 11002A 16 11003A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 20 9150 60380 FRAME JAMB (OUTSWING) 21 1010 80300 WSTP.,Q-LON .190 X .375 HIGH 22 0608 66808M REINFORCEMENT, 1.000 X 2750 X0.650, 6061-T5 23 1140 78X112PSATS #8 X 1.500 PH SQ A T/8 24 1048 71048 JAMB SCREW COVER CAP 25 930 41721N STRIKE PLATE ?NSERT 26 1118 710X34PFA #10 X .750 PH. FL. SMS 27 7070 870701( BULB WEAT ERSTRIP.187X.300HIGH 30 9100 8910 DOOR PANEL TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRM0 HINGE EXTRUSION 33 1178 71058FP W,B #10X.8:25 PH. FL. SMS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 5/18-18' 1READE5E20D • 36 990- - - , 7990NUTA 6/18-18 FLANGED HEX NUT 37 914A U0379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FL. TEK 39 991 70997 GASKET (BETWEEN PANEL HEAD/SLL & PANEL STILE§•}( 40 1023 679243 WSTP., .187 X . HIGH, FINSEAL 41 928 41720 SLIDE SOLT ASSY. (INACTIVE PANEL ONLY) 42 1 'i 76X12FPAW #6 X.500 PH FL SMS TYPE B0S 43 1212 7P30GG SILL DUST PLUG (iNACTWE PNL) 9838 69833 DOOR PANEL ASTRAGAL 1 (OUTSWING) 14848 6id84 DOOR PANEL ASTRAGAL 2 (OUTSWING) 1213 80200K WSTP.,Q•LON 190 X.200 HIGH 47 929 741 BLs7 L SUPPORT ASSY. (41707 & 41708) —.- 43 1139 7634E 76 X.750 PH. FL. SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180F6 RUBBER SLEEVE 51 930 41721 STRIKE PL. INSERT (INACTWE PANEL) 52 931 77RSPX DEADBOLT STRIKE PLATE 63 1118 710X34PEA #10 X.750 PH FL. SMS 54 957 70937X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL. SMS ,.,•.. Jaz £ .-:w».ntA W_ ... �. ITEM DWG # PGT# DESCRIPTION SIDEUTE HEADER SIDELITE SILL. 60 920D 61 821D 62 9168 69200 6921 60381 SIDELITE JAMIB 63 1155 64 998 65 999 7BIPQA #8 X 1.000 CLAD PN, SMS 7998 HEAD GASKEiTS (STOCKING #70993) 7999 SILL GASKETS (STOCKING 170999) 66 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL 9ICREW 70 712853K SETTLING BLOCK, 31 i2" X 114" X1* WIPSA, 85 +/-6 DURO. 71267K SETTING BLOCK, 1/16' X 112' X 1" W/PSA, 85 +1-5 DURO. 64222 BEAD, 7/16' 9813 6988 BEAD, 316" 71 72 4222A 73 74 40678 64067 BEAD,13/16 IG 90 6DURAKI4 1/4' DURASEAL 10 SPACER 91 BTP248 BULB, THIN (USED II EXTRUDED BEADLE 92 985 64986 BEAD. INTERIOR 93 1274 131P247BULB, THICK (USED IN EXTRUDED BEAD). 65+1-1 DURO 94 GLAZING SILICONE, DOW 899 CR 983 95 GLASS. 3 8" LAMI - 1/8" A .90 PVB, 3/13" HS 96 GLASS, 3 8" LAM! -118` HS, .90 PVB, 316" HS 97 GLASS, 718" LAMI - 3/16" A, .90 PVB, :1116" HS 98 GLASS, 7 16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 99 GLASS, 13116' LAMI IG - 3/18" TP, 114" AIRSPACE, 1/8' HS, .£0 PVB, 3/16" HS 103 OFF -THE SHELF DEAD BOLT LOCK _.360 .055--"-It"`-- �= OUTSWING THRESHOLD G5, L ; y„ CHANNEL COVER 6083-T6 lr;•i r„.< ri.040 •• • •L• 850 �"i L.-- 125- • • • • • • • • • • • • • • •• • • TUSE MULL 6063-75• • • • • • • • • •• • • • •• ••• • •• • •• • • •• f ••• •• ••• •• • • • • •• • • • • • • • • • • • • ••• • • • •• • •• •• • •• • • • •• •• ••• • • • • ••• • • ••• 4 • ••• • • • • • • • • • • • • • •• •• 1•• f • 1.750- 1 DOOR PANEL 30l TOP & BOTTOM RAIL pi) 6083-T5 3.55 3.111 .050 0 FILLER I-EAD ADAPTER 6063-76 3.000•---•- FRAME HEAD 6063-1'6 .050 .0 - -.47a .489 --3.004---�-1 �� OUTYSWING THRESHOLD 'ij 6063-T6 J 1.479 1.489 .062 BOOR PANEL SIDE RAIL 6063-T5 () 15w1;1 nrn-1 .750 TRUSS C A F' 606345 6.035 5.459 4.675 DOOR PANEL INTERN:3R ASTRAGAL 6063-T5 �+- .559 .883 [ 4444 .050 3I8" GLAZING BEAD 6063-T5 6 C1) SL HEADER ") 6063 -TO -.075 4I 1.479 -•-1.750 4.726 4.100 DOOR PANEL 45) EXTERIOR ASTRAGAL 6063-T5 .683 -1 h -.525 7,050 7116" GLAZING BEAD 6033-T5 1. --3.100 �1\ SL SILL j 6063-T6 ....tx;:.�v,,. _•,,F,r-rte _... se,..,,;, :.,,.wad•= DODR FRAME, JAMB 6053 -TO i 5L JAMB i 6063-T6 -1 .830 r- 1.620 .250- Rd WEATHER STRIP CHANNEL 6063-T6 T...._ _ 2.125 (3HINGE 2) 6063 T5 rj .172 .050 .683 - L - IG GLAZING BEAD 6083-T5 -0.375 -.125 • ••:3L JAMB • • • { O6) • ADAPTFU, • • 6363•T6• • • •• • • ••• • • ••• • • • • • • • • • • • • • •• •• ••• • • ••• • • • • • • •• • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • /111OLS K'T1 LyYt6 as complylri MA IM hili. NIKrt Mai -a w 0`11111 Nfi rri. .. g &: 9C Yurc'0Ea 'G7 z 7 :fid!'•....• �(�� ..., "�.r .:. ,- I ZON ZONE I I ZONE O" I ZONE "D" I I ZONE E" I 1 ZONE "D" --t ZONE "E - fl[BUIKT WttY!•6D _ OW:�aeet N._ .2y � / _ / / ¢ CO - _ m 4 Cn r = MINIMUM JAMS ANCHOR LOCATION. Mimi Oak 1 a IL o_ N a 4 X z z .y0 O N N // XX — z Z O_ N N CO O — z z, a a N Pd CO m XO OR -- OX z -= ADDrnONAL JAMB o N ANCHOR LOCATION, CO EQUALLY SPACED AS S2 QO c" gym' I— w m m ¢ m ` \ a — �' \ REQUIRED PER TABLES 3-7 ON SHEET 9. CO /1"'a T C.:.). 1 •C Of w Itl /8 SILL TZONE'D" 1 `"Cr"D" SILL I LL i SEE ' ZONE ' ' ZONE ' ' ZONE "D" ' ZONE "E" ' I ZONE "C"� TABLE 3., SHT. 9 SEE TA3LE 4" ,SHT. 9 SEE TABLE 5., SHT. 9 SEE TABLE 6., SHT. 9 HEAD HEAD HEAD HEAD HEAD EXAMPLE HEAD HEAD HEAD HEAD HEAD ZC)r)E- ZONE 20NE }-- _ ZONE •F"� "E„ 'I 1 ZONE "D"�zoNE'T'� ZONE -4 ZONE�}— _ "£" r "E" I --ZONE ZONE F" "E" - - * ANCHORAGE SOLUTION / .... _ .� t **--**- %�\ --*— ** j = TFORA CONCRETE ` OXXO INSTALLATION r \ / / . ww Q 7 ro bo w j w IF A.19* x 53 3/4" SIDE LITE 5 °S' AND in "E" ZONE ANCHORS FROM Lu TABLE7,SHEET9. OXO a c) XXO OR OXX o _- OXXO N CO 1 \ \ m . .z. tC�d i \, �" / m m \\ • \ Pius: m B. 71 314" x 83 3/4" XX DOOR ZONE "F• ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION!: TOTAL (4) TYPE 1 OR 2 ANCHORS D70 1=194OUDGY DRIVE i.e. Selo e. F. 5405 P.D. BDX 1529 SILL SILL SILL �—� SILE SILL- x FZONE'E—' �,_ -4—,__ E �. I SILL c_ l EACH JAMB AND 2+54541 . (14) QNETIPE.I AT HEAD E1 "E" SFE Z?'1 ZONE F" ZONE E TABLE 7., SKIT. 9 SEE TABLE ZONE 7., SHT.9 ZONE E" EXAMPLE WITH E OF 19" x zo iv" • OR02�NCHORS ZONEF • ,r„ • • • AMD AT BILL. SEE TABLE 7, SH 9 • • • • • • • • ANCHORAGE FORA 71 31414_E3 17 4' 4101 i :1= ARICcl0R LOCATION FOR 33 314' SIDE LITES (SEE BQLUTIOMAT R4314T) • • • QX*Aa4PLE ABOVE • NOTES: TYPES - 1. ELCO TAPCONS 114" ELCC! SU CRETE -FLEX ' SONRY A.NCHORS 3. #12 SCREWS 1 APPROWD ANCHOR 1/4" 3. , 2.ANCHORQUAN S A - = SED ON S ' `*. • f • ' . .: . . • - " " , •" 7 N. O.C. F • " .. 1 : _ • 1 IRtr[OR LvOI'T AteD� H. •• •• • • •• • JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8' MAX. O.Q. • • • • • • HEAL & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 24 7/8" MAX. O.C. • • • • • • • • • • • • • • • • • • • • • HEAL & SILL OF SIDE LITER: B" MA , FROM CORNERS AND 2A 3/4" MAX. O.C.• • • • • • • ■ y,,. ' 1"0"- ••1'1• :3FI'ti ,'_CO FI••'A •N. BOV THE REF R TO THE APPROPRIATE TABLES ON SHEET 9. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • ••• • • "TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE A,8, C, D, E 2,3, ri00D! try;, 001'C DOOR W97LHS LOAD 2YMES "X" - 25,501 TO 37.50 %MUM x tft. TABLE 'DORS (ALSO X D.OR OF XO & OX) GLASS TYPES ,& SUSSTRAIE C, 0, E US$ RRFE moo C13. CONC 8 DOOR WIDTH$ LOADZOIS 25.50 x 79,75 5 2 83.75 5 2 87.16 5 2 91.76 5 2 95.76 6 2 7 4 2 3 7 '4 2 3 7 4 2 3 7 4 2 3 7 4 2 3 "XX" 47.76 TO 71.75 !.75J 541 ;A08110 ni-E !V W W Dlll 1 HT. X I x 3 x? 47.75 x 79.75 4 3 8 4 2 8 83.75 5 4 7 4 2 3 87.75 5 4 7 4 2 3 91.75 5 4 7 4 2 3 95.75 5 4 TABLE 5.0 SIDE UTE 27.50 x 79.75 83.75 5 2 7 4 2 3 5 2 7 4 2 3 87.7515 2 91.75 6 2 7 4 2 3 7 4 2 5 95.75 6 2 29.50 x 79,75 5 2 7 4 2 6 8 4 2 3 61.75 x 79.75 5 83.75 6 4 7 4 2 3 87.75 5 4 7 91.7546 4 7 r 96.756 4 f 7 4 2 3, 4 2 3 4 3 6 GLASS TYPES ANC2-OR TYPE & SUBSTRATE, WIDTHS .0" - 10.75 TO 36.76 A, 8, C, D, 23 W000 1,2, ODNC LOAD ZONES to �u y2.4 to S° .t WC+TH x HT. 0 0 0 o 10.76 x 79.'5 4 1 4 1 83.75 4 1 4 1 87.75 4 1 4 1 91.75 4 1 4 1 95.75 4 1 4 1 12.75 x 79.75 4 2 4 2 83.75 4 2 4 2 87.75 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 TABLE 6. X0 & OX GLASS TYPES A, B 0, D, ANCHOR 1 TE 2,3, WOOD J 1,2, C3NC DOOR WIDTHS LOAD ZONES TABLE T. 0_03, XXO, OXX & 0xxo t3LASS TYPES A, B, C, D, E ANCHOR TYPE 2.3, WOOD sUBSTRATE 83.755 2 8 4 2 3 57,75 8 2 8 4 2 5 91,75 6 2 8 4 2 5 95,75 6 2 8 4 2 5 55,75 x 79.75 5 4 83.75 5 4 87.75 6 4 91.75 6 4 95.75 6 4 7 4 2 3 7 7 7 4 2 3 4 2 3 4 3 6 8 4 3 5 19.00 x79.75 4 2 4 2 83.75 4 2 4 2 87.75 4 2 4 2 9175 4 2 4 2 96 75 4 2 4 2 31.50 x 79.75 5 2 0 4 2 3 831 6 2 8 4 2 6 07.75 6 2 8 4 2 5 91.75 6 2. 8 4 2 5 95.75 7 2 10 4 2 6 33.50 x 79.75 6 3 6 4 3 3 83.75\6 3 8 4 3 5 87,75 6 3 8 4 3 5 81.75 7 3 10 4 3 5 95,75 7 3 10 4 3 5 36,60 x; 79,758 3 8 4 3 5 83,75 6 9 8 4 3 5 87,75 6 3 8 4 3 5 91,75 7 3 10 4 3 5 95.75 7 3 10 4 3 5 1350: 79,76 3 8 4 3 5 43,75 , 3 8 i4 3 r, 87.75 7 3 10 4- 3 5 91,75 7 3 10 4 3 5 95.75 7 3 10 4 3 5_, 59.75 x 79.75 5 5 83.75 6 5 87.75 6 5 91.75, 6 5 95.75 6 6 83.75 x 79.75\ 5 _ 6 63.75 6 5 87.75 8 4 3 5 8 8 8 6 4 3 5 4 2 3 4 3 5 4 3 5 91351.6 5 95,76 7 6 8 4 3 10 4 3 5 21.75 x 79 75 4 2 4 2 0375'4 2 '4- 2- 87.75 4 2 4 2 91,75 5 2 4 2 95.75 5 2 4 2 27.75 x79,75 5 2 4 2 03.75 5 2 4 2 87.75 5 2 4 2 91.75 6 2 4 2 95,75 6 2 4 2 87.75 x 79.76 8 6 83.75 6 5 87.751 8 5 94,75 7 8 8 8 8 10 4 3 5 95,764 7 6 71.75 79.75 8 6 (V 6 5 10 8 9 4 3 S 4 3 j 5 87.75 6 5 9 4 91,75 7 6 10 4 3 6 95.75 7 8 10 4 3 5 36.13 x 79,75 6 3 4 3 83,75 6 3 4 3 87.75 7 3 4 3 91.75 7 3 4 3 95.75 7 3 4 3 36.75 x79.75 6 3 4 3 83,75 6 3 4 3 87.75 7 3 4 3 91.76 7 3 4 3 95.75 7 3 4 3 ".k" - 25.50 TO 37.50 I4 w a bG L�Lnn��Ym111�� CApn!4 m c3 m a m SIDE l'i Z_g WE WIDTHA HT. OO x00 x x 10.75 x 79.754 2 4 2 83.75 4 2 x. 4 2 5 87.75`42 1 4 2 0 91.7514 2 4 2 00 95.75 4 2 p( 4 2 a 12.75 x 79.75 _4 2 2 4 2 2 83.75 +1 ' 4 2 a 87.754 2, m ,4 2 a 91.75 42 F 42 r 95.75 4 2 g 4 2 19.00 x79.754 3 .. 4 2 oe 83.76 4 3 •t4 2 y 87,7514 3 4 2 F 91.75 4 3 2 4 2 1 95.754 3= 4 2 C 21.75 x79,75\4 34 5 4 2 q 83.754 3 -n1. 4 2 ya 87.75 4 3 x�i1 ,4 y 91,7k5 3 5 4 2 95.7653 i 42 41 27.75 x 79.75 5 3 pi 4 a. 83.7653 d 4 2 az 87.765 3 4 2 Q 91,75.843 � x,,4,3 e� 95.75 6 3 R1 4 3 E 36.13 x 79.7684 q 31 r 83.75 8 4 4 3 87.75 7 5 4 3 u- 91.767 5 1 433 g 95.757 5 L 4 3 2 36.75 x 79.751_5 4 4 4 3, 4 83.7516 4 N 4 3 1 87.75 7 5 4 4 3 • 91.757 6 co 4 3 M• 95.765-6- 4 3 DOOR WIDTHS - 25.50 TO 37.50 ")OC - 47.75 TO 71.75 lo Sm6 LRE WIDTH x HT. o 10.75 x 79.751 4 83.75 4 37.75 4 91.75 4 95.75 4 WWI 1,2. COM LOADiDNES w 6 0 7 X O O X 2 2 2 2 2 12.75 x 79.75 4 2 83.75 4 87.75 4 91.75 4 2 2 2 95.75 4 19.00 x 79.75 4 83.75 4 2 3 3 87.7$. 91.75\ 4 95.75 4 3 3 3 21.75 x 79.75, -- 83.75 4 87.75 4 3 3 3 91.751 $ 95.7 • 3 3 27.75 x 79.75 5 83.75 5 87.76 5 01.75 0 95.75 6 3 3 3 3 3 4 4 4 36.13 x 79.75 0 • 4 • • 1,C -0i 4 •• 87.1.2.5� • 91.18 7. Be • • 95.7'' °Bt 38.75 r. 79.75 6 4 1 • • 23 13 ••4-. 1• 87.75 7. 5 :91.7]: :15.75 105* 0 m O u O z U 2 4 r APPROVED ANCHOR TYPES: 1. 114" ELCO TAPZ;ONS 2.114" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3.012 SCREWS (05) 4. ENCIRCLED ANCHOR QUANI1TIES IN TABLES 4 AND 7 RERTAIN TO THE EXAMPLE ANCHORAOE SOLUTWN ON SHEE1 8. •• • ••• •• •• • • It • • • • • • • • • • • ••• • • ••• • • • • • •• •• • • •• • •• •• •••• •• •• •• • • • •• • •• • • • •• • • •••• •• • • • • ••• •• ••• •• • • • ••• •• • • • 8:10•CT 4• 4•111484 ew l•{4;wKwR.WArr 14•ddlgC•dr 4 6:ONN&Bw 1611>t t7 14( or. l>L,. tl .. a� � rawoa 10 1'-" W w z Cn } 1n a N (9 11\4\N1I llrlrl: ` ,' ,....• 0�,Y z.z w Y..X41 m �" _O:1 n3 2r7 :y - o 4c pr '/',Ir11111,‘' 2X WOOD BUCK, NOTE 2 1 3/8' MIN. EXT. 1 14" 1 3/4"__i 3.4 KSI MIN. OONC. MINED. - PAIN E.D.- 1 3/8TYPE 1 1 3/4" TYPE 2 5"'""k" 2X BUCKHOTE _ 1 3/4" WOOD 3.4 11SI MIN. CONC. •, - -1 3rMIN. , 1X WOOD BUCK, NOTE 2 • j 1 3/8" TYPE 1 1 314" TYPE 2 MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8' 1/4" MAX. SHIM- WOOD ANCHOR ON STAGGERED CENTERS, - TYPE 2 OR 3, NOTE 1 -- 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1 114" TYPE 1 OR 2 (CMU) DOOR HEAD (CONC) 1 3/8" TYPE 1 (C0I4C) 114" MAX 1314" TYPE 2 (CONC) SHIM.... - r."---114" MAX. SHIM 1 -?..o. 1 3/4" MIN. E.D EXT. 3/8" MIN. -1/4' MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 IDE LITE HEAD (WOOD) 1 318" MIN. CONC.- ANCHOR, NOTE 1 2X WOOD BUCK NOTE 2 DOOR JAMB (WOOD) EXT 1.5 KSI MIN. CMU OR 3.4 KSI MIN CONC. DOOR JAMB (CONC) r WOOD ANCHOR, TYP2 2 OR 3 NOTE 1/4" MAX. SHIM 2X W000 BUCK, NOTE 2 EXT. WOOD ANC14012, TYPE 2 OR 3, NOTE 1 1----1/4' MAX. SI -IM O14C. ANCHO NOTE 1 SIDE LITE. HEAD (CONC) 1/4" MAX. SHIM 1:1.4/4" 1X WOOD BUCK, NOTE 2 EXT. IDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) CONC. ANCHOR, NOTE 1 WOOD ANCHOR 'PPE 2 CONC. ANCHOf L OR; N3, OTE I NOTE 1 .,- lit BUCK, NOTE 2 114" MAX. SKIM 1X WOOD 1-- ---1 1 3/8"MN. t 3.4 KSI MIN. CONC1..:../.:*.:1;,.....;?..i ._...1 . MIN. E.D. SIDE LITE SILL (CONC) 2X WOOD BUCK 140TE 2 DOOR SILL (WOOD) NOTE . FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE CC4JNTY APPROVED ELCO TAPCONS EMBEDDEO: 318" MIN. :TYPri 1 • 1 : 1 1r 134: . CRETE -FLEX EMBEDDED 1 314" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 314". FOR WV IA 10 1.0E •• • • #12 SCREWS, 65 (TYPE 3) OR ELCO 1/4" 854 CRETE.-ELEX ANCHORS EMBEDDED 1 2/5" MIN. t1TYPE 2). •• ••• •• • • • •• A' 2. WOOD BUCKS DEPICTED AS ix ARE LESS THAN 11/2' THICK. 1x WOOD BUCKS ARE. OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TOME SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE ALITHOFIG JUFISDIC110.11,61:th, 3. IF SILL IS TIGHT TO SUBSTUTETGROUT OR OTHER MATERIAL. IS NOT REQUIRED. 'F USED, NON -SHRINK, NON-A1ETALUC GROUT (34pt gstW), morteEty (IRS) , • • , • , MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBS TRATE, AND TRANSFER SHEAR LOAD TDISUBSTR1ATE. IF 311.113STRA4E IS • • • WOOD, 340 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHOR* HALI1GtUF:SIIC101% • • • • • • • • • • • • 2X WOOD BUCK, NOTE 2 1 EXT. SIDE LITE SILL (WOOD) -1/4" MAX. r SHIM 1. 315" TYFE 1 `..1 3/4" TYPE 2 1114' TYPE 1 OR 2 (CMU) 1 3/8` TYPE '1 (CONC) 1 314' TYPE 2 (CONC) 13.54 {KSSII MMININ CcMoU OR MIN. E.D. • • • ....m....••••••••••=n111100 41110.10.011•SIMO.M.•••••••1•••••••••••lia•O.M.4010.11••••••••••••••••••..••••Mk • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1111.1.011.11•11•••• !...••••ft...14!••••••tfk.,*.-rm•• p • 4110.1641 Ifir /Nib • niespitribdollhelit 44.11CAMIMPI• .2•Y Oui jikil.142A • • lid Csi 0 0 I r4 FRENCH DOOR & SIDE LITES, IMPACT 411•••••••••••••••••••011110111•11••••••••••••0••••••••