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WS-12-2150Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 183128 Permit Number: WS -11 -12 -2150 Scheduled Inspection Date: December 20, 2012 Inspector: Bruhn, Norman Owner: ALBUJA, LAURA Job Address: 1500 NE 104 Street Miami Shores, FL 33138- Project <NONE> Contractor: TRITON WINDOW DISTRIBUTORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (317)413 -8667 Parcel Number 1122320320350 Phone: (305)716 -4900 Building Department Comments INSTALLATION ON ONE WINDOW AND THREE IMPACT DOORS Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 181522. December 19, 2012 For Inspections please call: (305)762 -4949 Page 13 of 22 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 �1�I�a�1Z4 141 UILDING PERMIT APPLICATION Permit Type: BUILDIN JOB ADDRESS: / JTOO ,JE /04 City: Miami Shores n Folio/Parcel #: // 02,2 302 1) 3 a 0350 Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): Address: /Se /O City: Pfhk14 r 5 fk/S Permit No. NOV 1 - 2012 BY mo`_- '�eeoe Master Permit No. ROOFING County: Miami Dade Zip: 33 13 g NO / Flood Zone: c.,,a0. 4/ ya1 S J (�1 State: TZ Phone #(31 t7 ) 4 3- Pa c,(7 zip: 33138 p Tenant/Lessee Name: Phone #: �3(� > 3'D �o(0� Email: CONTRACTOR: Company Name: Address: OS l5 b i ) ui 02 "� R City: e----1)062 k — AA State: Qualifier Name: i Jri..11d r0 I�CC.DSTP State Certification or Registration #: see 13 i 15 3 Contact Phone #: 311 It 0. ° DESIGNER: Architect/Engineer: f Zip: c33 I 1 Phone #: 3/ rl f (o' 0100 tA� o one S P Certificate of Competency #: rron � �� -e1 i Ph # Email Address: Value of Work for this Permit:;'$ CO, / — Square/Linear Footage of Work: / 3 Type of Work: ❑Addition ° ❑Alteration ❑New &Repair/Replace ❑Demolition Description of Work: W N1 -6n t x } �F) C 7 ( L (3)(--R, p i i u1PkC r Color thru tile: * *+ x**** *:x*m*** *** * ****** *** * *** * *** *** :Fees***** ** * * ** *** * * ** * ****** *+nix ****m**** ***** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIT.RRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. )(Signature Signature Owner ' ' Agent The fore oing instrument was acknowledged before me this /1 The foregoing day of 1O , 20 i 2 ,, by L& ra- A , day of 1 who is personally known to me or who has produced 7 ) L_. who is As idenq i "'YP% N LEA STA 1oa NO RY ' 114 IC- ; : ; +' " Notary Public - State of Florida NOTAR ' * •= My Comm. Expire, Mar 23, 2015 .`t Commission # EE 76877 �� '''''' Bonded Through National Notary Assn. ontractor ment was ycknowledged before me this( LA. *. IA' Print: ;ht MyC.i;'ssionExpires: o3/9-3 -J'r e or who has produced as identification and who did take an oath. My Co ss ' Expires: * * * * * * ** xis ****** * ****** * *** x**** *** * ***** x ** *** * ***** **:x: *** ***x:******* ****** ***** ***s =sr*********** *** * ** * *** APPROVED BY 4,7Z' '0b //? o Plans Examiner Zoning Structural Review Clerk (Revised 2 2012)(Rei 10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) CERTIFICATE OF LIABILITY INSURANCE m 11/09/12 Dom) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certfcate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Ileu of such endorsement(s). PRODUCER Amtrust Insurance Group 8100 SW 81 Drive, Ste 280 Miami, FL 33143 Phone (305)275 -0810 Fax (305)275 -0890 CONTACT NAME: PHONE I FAX ExO: I (A/C. No): tat. ADDRESS: PRODUCER CUSTOMER ID #: INSURER(S) AFFORDING COVERAGE NAIC # INSURED Triton Window Distributors, Inc. 8888 NW 24 Terrace Dora!, Fl 33172 (305) 559 -9600 INSURERA: Granada Insurance Company 0185FL00009330 INSURER e : Ascendant Underwriters, LIc. 05/11/2013 INSURER C : $ 1,000,000 INSURER D : DAMAGE R PREMISES (Ea RENTED INSURER E : III CLAIMS -MADE Q OCCUR = INSURER F : $ 5,000 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. INSR YPE OF INSURANCE ADDL INSR SUBR 111/VD POUCY NUMBER POUCY EFF (MM/DDIYYYY) POLICY EXP (M D/YYYY) LIMITS A GENERAL LIABILITY 0185FL00009330 05/11/2012 05/11/2013 EACH OCCURRENCE $ 1,000,000 0 COMMERCIAL GENERAL LIABIUTY DAMAGE R PREMISES (Ea RENTED $ 100,000 III CLAIMS -MADE Q OCCUR = MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 • GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: 1I POUCY ❑ JE O- • LOC PRODUCTS - COMP /OP AGG $ 2,000,000 $ AUTOMOBILE LIABIUTY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS COMBINED SINGLE UMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ • HIRED AUTOS ❑ NON -OWNED AUTOS ❑ $ $ ❑ UMBRELLA LIAB ❑ OCCUR ❑ EXCESS UAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DEDUCTIBLE 1-1 RETENTION $ $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY /NN /A 209-2433 09/27/2012 09/27/2013 WC STATU- i—I OTH- ❑ TORY UMITS i ER E.L. EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDE�� ?ECUTIVEi E.L. DISEASE - EA EMPLOYE $ 500,000 (Mandatory In NH) If Yes, describe under DESCRIPTION OF OPERATIONS below E.L DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) WINDOW INSTALLATIONS CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building 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 POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009/09) QF ©1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET. TALLAHASSEE • FL 32399 -0783 ACOSTA, ALEJANDRO TRITON WINDOW DISTRIBUTORS INC 5001 NW 72ND AVENUE MIAMI FL 33166 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our services, please log onto www.myflorldalcense..com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's iiritiath+es. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida,. and congratulations on your new license! DETACH HERE THIS DOCUMENT HAS A COLORED BACKGROUND <. M!CROPRINTHNG e LINEMARK'' PATENTED PAPER VP v BATCH NUMBER PM mUAmKoADE DATE: 08/23/2012 TIME 13:19:00 MIAMI - DAQDE COUNTY, FLORIDA FINANCE TAX COLLECTION DIVISION 140 W. FLAGLER STREET 1 MIAMI, FLORIDA 33130 LOCAL BUSINESS TAX LBTR YEAR: 2013 OCLM0317 ACCOUNT FILE MAINTENANCE ACCOUNT : 623374-6 COMM-DATE: B U S I N E S S : DELETE-ST: NAME: TRITON WINDOW DISTRIBUTORS INC ADDR: 5001 NW 72 AVE ZIP: 33 166 MUN: 30 ZONE: 05 CORP / OWNER (MAILING NAME: TRITON WINDOW DISTRIBUTORS INC ADDR: 5001 NW 72 AVE ZIP: 33166 HOME OFFICE: N OTHER INFORMATION: PP-FOLIO: 00 000000 SSM/EIN: E RE-FOLIO: 30 3023 016 0470 FICTNM: .................... LBT RCPT SEC TYPE AMOUNT-DUE D/R PD 649833-1 196 BLDGS P 05 2008 ENTRY-TYPE-DTE: W INSP-ID-DTE: 05/02/2008 00/00/0000 SUITE: PHONE: ( 305 ) 716 4900 ): C/O: ALEJANDRO ACOSTA PRES CITY: MIAMI SIATE: FL 200892588 BADCHK: LAST-TRANS-DTE: 05/02/2008 LEGAL INSP-ID INSP-DATE HOLD-LIC F1=MENU CLEAR=PREVSCREEN F4=MORERCT ENTER=RCT F9=UPD F12=PAPPL F13=PTX IMPORTANT: THE INFORIVIATION HEREIN DOES NOT NECESSARILY CONTAIN AIVAMICRielfieTSikIMI REGARDS TO REAL ESTATE CLOSINGS AND OTHER SIMILAR ACTIVITIES. DATE: 08/23/2012 TIME 13:19:01 ACCOUNT: 623374-6 ......... RECEIPT: 649833-1 STATUS: MIAMI - DADE COUNTY, FLORIDA . PG 1 FMUOHNE DEPARTMENT TAX COLLECTION DIVISION 140 W. FLAGLER STREET 1 MIAMI, FLORIDA 33130 LOCAL BUSINESS TAX LBTR YEAR: 2013 OCLM0318 RECEIPT FILE MAINTENANCE TRITON WINDOW DISTRIBUTORS INC 5001 NW 72 AVE ............................... RENEWAL COMM-DATE: 05 2008 ENTRY-TYPE-DTE: W 05/02/2008 LAST-TRANS-DATE: 08/23/2012 INSP-ID-DTE: 00 00 0000 SEC TYPE ITEMS DESCRIPTION PRV-YRS: 196 BLDGS 3 SPECIALTY BUILDING CONTRACTOR CURRENT: JOB CLASS: PENALTY: STATE: SCC131151345 CC: HOLD: V _ DELQPEN: EXEMPT-CD: VET-ID: _ SVC-CHG: CITY RECEIPT/ZONING PERMIT: MUN-CONT _ TRANSFR: SHERIFF: HOLD-APPLIC: HOLD-REC: ADJUST : LEGAL: WARNING #: INSP RCT#: EXEMPT : PREy-YRG: YEAR: 2012 .00 YEAR: 2011 .00 TOTAL : TRANSF-FROM: TRANSF-TO: Y PAID : QRIG-REC: DUE *MEMOS* F1=MENU CLR=PREV F2=FMHST F3=PMTS F4=MORE F5=MEMINQ F6=MUNINQ F9=UPD F10=MEMADD F11=MUNADD F12=APPR F13=HELP F15=CONTR F17=CNTRL IMPORTANT: THE INFORIUIATIOmHEREIN DOES NOT NECESSARILY CONTAIN ALL PERTINENT FACTS WITH REGARDS TO REAL ESTATE CLOSINGS AND OTHER SIMILAR ACTIVITIES. . 00 75.00 .00 . 00 .00 .O0 "00 .00 .00 75.00 75.00 .00 01 -12 -2011 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * • CERTIFICATE OF ELECTION TO BE EXEMPT IRON FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has- elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: 02/16/2011 ACOSTA FEIN: 200892588 BUSINESS NAME -AND ADDRESS: TRITON WINDOW DISTRIBUTORS INC 5001 NORTHWEST 72ND AVE MIAMI FL 33180 SCOPES OF BUSINESS OR TRADE: 1- GLAZING EXPIRATION DATE: 02/15/2013 ALEJANDRO e IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from ibis chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt... epply only within the scope of the business or trade listed on the notice of election to be exempt. Purseent to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the ootic'h or certificate no longer meets the requirements of this section for issuance of a certificate. The depertment shell revoke a certificate at eny time for failure of the person named on the certificate to meet the requirements of this sedtten. QUESTIONS? (850) 413 -16 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 a PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL. SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 02/10/2011 EXPIRATION DATE: 02/15/2013 PERSON: ALEJANDRO ACOSTA FEIN: 200892588 BUSINESS NAME AND ADDRESS: TRITON WINDOW DISTRIBUTORS INC 5001 NORTHWEST 72ND AVE MIAMI, FL 33188 SCOPE OF BUSINESS OR TRADE: 1- GLAZING IMPORTANT bPursuant to Chapter 440.05(14), F.5., an officer of a corporation who elects exemption from this ch*pter by filing a certificate of election I- under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on Rthe notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meat the requirements of this section. QUESTIONS? (850) 413-1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. it as 3c 0 8 a 0350 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1111111 111111111111111 11111 11111 111111111 1111 C Ft41 2012R0758244 OR el, 28325 Ps 4888; Ups) RECORDED 100x`23/2012 15:50 :28 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and streetladdressq JP( ?ark LOT 804. wi 4-74 95-00 i 904 s-r MIA-pr/ vQe3, r7 333)3$ Ci>Z1 lo 2. Description of improvement: W 1 A J©� TiO4i (nu .i-t r " 3. Owner(s) name and address: L--300.42-$4 A L arit /5-00 hie" /ot ST, itAfik4 S g- , 05/39' Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: I R !Mk/ iA.J, DhO/i J r (JiS"%/ )13470/2_,S i$ 70/2_S 500i "ko 72 , ((Q b 5. Surety: (Payment bond required by owner from contract , FLORIDA, COUNTY OF DADE I HERE = CERTIFY that this Is a true copy of the Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by -- • be served as provided by Section 713.1 Name and address: om notices or other documents may , Florida Statutes,/ 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes .Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording 7( ere tdate is specified) Signature of $ er Print Own Sworn to Notary s Name Print Notary's My Commissi s1> pires: 2014_. This Instrument prepared by E ACOVIlin 0• Notary Public - Stati • - My Comm. Expires Commission # EE 76877 Bonded Through National Notary Assn. N.Y. vb -Z, .,. Miami Shores Building Department Product Approva $ hedule / Comparison Chart of Window or Product Acceptance Product Approval ullion Number Design Pressure ( +) PSF ( -) PSF Opening ID Address: 1500 Northeast 104 Street Opening Design Pressure ( +) PSF ( -) PSF Rough Opening Size Shutter Required Yes / No Permit No. Mullion Required Yes / No Impact Yes / No 1 F ea},0oor ,n FL 15256 65.00 65.00 46.50 52.70 35" x 80" No No Yes 2 zonal N ider �° °' 11- 1114.04 75.00 75.00 46.50 52.70 3r x 38 3/8" No No Yes 0 Door 11- 1018.14 60.00 60.00 46.50 52.70 96" x 80" No No Yes 4 i'FL�/ d 1 o ,- 11- 1018.14 60.00 60.00 46.50 52.70 96" x 80" No No Yes STATE AND COUNTY RULES AND RECUT AI IN SUBJECT TO COMPLIANCE WITH ALL f- I:DLHAI_ 1d3© Ja1® ld3a ONINOZ 03AOU1ddV ti co m 93J0149 !Weifnl 4 rzia TOP VIEW ENTRANCE GARAGE CUSTOMER INFORMATION Laura Dean Albuja 1500 Northeast 104 Street Miami Shores, Florida 33138 FRONT SIDE (RIGHT) TYPE: Impact Steel Door SIZE: 35°x80° NOA: FL 15255 TYPE: Aluminum Impact Horizontal Window SIZE: 37"x383/8° 5/16" AN/AN NOA: 11- 1114.04 BACK EGRESS EGRESS MASTER BEDROOM BEDROOM 2 TYPE: Aluminum Impact Sliding Door SIZE: 98" x 80° 7/16° HS/HS NOA: 11- 1018.14 4 TYPE: Aluminum Impact Sliding Door SIZE: 96° x 80° 7!16" HSMS NOA: 11- 1018.14 SIDE (LEFT) f 1. Client 2. Project Name 3. Project Address 4. County AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SI'T'E SPECIFIC: WIND LOADS WIND STANDARD: ASCE 7 -10, FBC 2010 EDITION frC 1 2 °- ( SCPJ 111S1 12 (Based on data supplied by client) Triton Window Distributors Laura Dean Albuja 1500 Northeast 104 Street Miami Shores Florida 33138 CITY STATE ZIP Miami -Dade 5. Building Height : 15 FT. 6. Building Dimensions : Length FT. Width FT. 7. Building Roof Slope : ❑ Flat ❑ Slope ( See Figure 1 below) 8. Risk Category ❑ I ® II ❑ III & IV Risk category 'I' applies for non essential buildings. e.g. storage facilities etc. Risk category 'II' applies for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category 'III & IV' applies for essential buildings. e.g. schools, hospitals, police stations, fire stations etc. 9. Attach floor plan with shutter/ window, sizes and types. (Note: If maximum load used for all openings, floor plan is not required) Alex Acosta Client Representative Figure 1: Flat roof Sloped roof JAVAD i r ., P.E. - FL # 70592 EB C.A.N. #3538 1235 SW 87th Avenue I Miami, FL 33174 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com alfar000Pafceng.com AL- FAROOQ CORPORATION CAN (EB) 0538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :TRITON WINDOW DISTRIBUTORS PROJECT :LAURA DEAN ALBUJA WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -10 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 175 RISK CATEGORY FCT. I : 2 EXPOSURE CATEGORY : D MEAN ROOF ELEVATION H : 15 TRIBUTARY LOAD AREA A : 10 Kh = 1.03 Kd = 0.85 Kzt= 1.0 MPH (Table 1.5 -1, p2) Sct. 26.7.3, p251) FT. FT"2 11 -05 -2012 (TABLE 30.3 -1, p317) (TABLE 26.6 -1, p250) (TOPOGRAPHIC FACTOR - FIGURE 26.8 -1, p252) VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd V"2 = 68.64 PSF GCp COEFFICIENTS (FIGURE 30.4 -1, P335) ZONE 4 = +1.00 -1.10 ZONE 5 = +1.00 -1.40 GCpi COEFFICIENTS = + .18 - .18 (TABLE 26.11 -1, P258) DESIGN PRESSURE P = Qh(GCp - GCpi)x.6 ZONE 4 = + 48.6 PSF ZONE 5 = + 48.6 PSF - 52.7 PSF - 65.1 PSF # (AS PER FBC 1609.1.5) DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Sliding Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing tin Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T(786)315-2590 F (786) 315 -2599 www.miamidade.nov/bera/ RENEWAL of this NOA shall be considered after a renewal application has been filed and there has'been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA.. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E-1, E-2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. WADE • NTY APPROVED NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . nzua�:z. , >,. (Submitted under NOA's No.'s 07- 0815.09 and 06- 0405.06) 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07- 0815.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202 -94 and per ASTM F 842 -04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and-per ASTM F 842 -04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08 /2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) E -1 Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS L Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07- 0815.09) 2. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC -2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller', P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015- 27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC - 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 0815.09) cy Jaime D. Gascon, P. ' . Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL -4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-04 05.06) G. OTHERS 1. Notice of Acceptance No. 11- 0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I. ", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E -3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A 6/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516° LAMI CONSISTING OF (1) UTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) tJTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 718° LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16" LAMI K3: (1) LITE OF 1/8° OR 316' ANNEALED (MIN.) GLASS, 5/16° OR 318" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) UTE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 5/18" OR 318" AIR SPACE AND 5/18" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND MUTE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER I.13/16" LAMI 1G: (1) UTE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS. 5/16° OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16" LAMI IG: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN. }GLASS, 316" OR 1/4" AIR SPACE AND 718" LAMI CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16° LAMI IG: (1) LITE OF 1/8' OR 3116° ANNEALED (MIN.) GLASS, 3/16" OR 1/4' AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L 13/16" LAMI 10: (1) UTE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3116° OR 114° AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: O_XC XO. XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4868, FTL•4859 AND FTL -5330. ELCO TEXTRON NOA. 04- 0721.01, 03- 0225.05 ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY A HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. NOA DRAWING MAP SHEET GENERAL NOTES_ 1 GLAZING DETAILS2 DESIGN PRESSURES3 ELEVATIONS4 VERT. SECTIONS 5 HORIZ. SECTIONS5 CORNER DETAIL—..—.... 6 ANCHORAGE....—.—...— 8-11 Roved* Date JJ 10f17M1 Rattekat E FBC2010 CODE CHANGE ADDED ID CAP TO BE TEMPERED @ +30FT NOTE ADD F742330TO NOTES 7 &CHG. NOTE 8TO CURRENT EDIT. J..b 343106 Ravadflos dJi Daft 6/10111 Re 0 Rend VA FJG F.F.K 20566 4118177 RwASkas C 8p 1070 TECHNOLOGY DRIVE NOKOMIS, R.34275 P.O. SQX 1820 NOKOMIS, FL 34274 �T Vtsthb SeU r GENERAL NOTES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT amwaa es !Soft HR71O I NTS Orb m11 larigrift 412740 I E PRODUCT RHYMED as complying with the Florida Building Cada • Acceptance No I__,,._ `��.t et.. I LYNN "1/, .N/ , do ; Ho. 587015 %�A3u S ?1112- t ',/SS/ONA}L_ E.. A. vriatiAl ¢LER P.E RE& 88705 1@° NOM. GLASS BITE 63,64,65 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 188" ANNEALED OR HEAT STRENGTHENED GLASS 5118" NOM. 5/16" LAMINATED GLASS 1/2° NOM. GLASS BITE & 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED 7/16" LAMINATED GLASS C] EXTERIOR INTERIOR C> (ALL SECTIONS) 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18° LAMINATED 5/18" OR 318" AIR SPACE 1/8" OR 3/18" ANNEALED OR TEMPERED GLASS Op 13118" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/18" OR 1/4° AIR SPACE 1/8" or 3/1r ANNEALED OR TEMPERED GLASS Qp 13/16" NOM. 13/16" LAMI 10 GLASS W/ 7/16" LAMI AMR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UN CHANGED. Rend Sp J..L sake 10H7H1 Rulskas NO CHANGE THISSHEET awe 8/20/19 DAR 411[/07 X8105 Radium D fbablow C anedmax J.J. ADDED 10 CAP 7D BE TSIVERED fp +SOFT NOTE NO CHANGE THIS SHEET 3x/13/08 1070TECHNOLOOY DRIVE NOKOMIS. FL 94778 P.O. BQX 1525 NOKOMIS, FL 34274 PST GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 151710 2 a 11 4127-10 Rim E P.13.# 88708 TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) FOR INSTALLATION IN THE HVHZABOVE 30 FT,GLASSTYE A PESG- L S HALL HAV TEMPEREDLG.GLASS CAP. BOTH THE DP AND ANCHOR MAIN WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 38" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 - 60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F,� J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO86711B" A'B'C' G,H,I +60.0 -60.0 TO 86 7/16" D E F, j K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 RwEVISED 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 OPlv Modd6 H'didingCddo 9C Pl '"°: UP TO 74" C D,E,F, I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FM-4858 (X0)9, Fit-4859 (OX & XO) AND FTL -5330 , ,,,,, F,,,: , . ..` . ' :7- , A. 5116" LAMI - (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. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16' HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 3/6" AIR SPACE, 5/16° LAMI - (1/8"A, .090,1/("A) H. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) L 13/16" LAMI 1G -1/8" OR 3/16 "A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"HS, .090,1/8"HS) J. 13/16" LAMI IG-1 /8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16"A) 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) L 13/16" LAMI 10-1/8" OR 3/16 "A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) 01121'1'r1,1j `�.` \‘‘.&-t \- . ,.:' . .7 *.' 140.657°5 4, I �1i,./z/,', ''•. ';' Ir 6' J.J. 1010711 asEn,c NO CHANGEDOSSHEET 1070 TECHNOLOGY DRIVE NOKOems. ire P.O. BQX 16248 NOKONdS. FL 34574 PT fit^ DESIGN PRESSURES 1'j5 ' STATEO! ..': O '•., R10:' {� '��' //,SttS�..IO'NIg -�C`‘ A LYrov IVid1.EFL1',E. P.EA 88700 R"df8,: JA O°" MOM Rs ADDED IG CAP TORErEe HAVENS:, NOTE ADO INTEGRAL RN OPTION UPDATE AS7ME 130002OP0 AWM.HORIZONTAL ROLLERWINDOW, IMPACT R FA 4/18137 C i�1Jl/Jly Dater wa,mba.e /87770 mk NTS I aue 3 s 11 nrcw 4127 -10 rt�r: arm* F.K Dap 128/08 aoudad* J.J. Bac &WOO 27 3/8" MAX. DLO VENT B X 54 5/18° MAX. DLO FIXED 0 X 110° MAX. WIDTH I.F. FRAME 111` MAX. WIDTH FLANGE FRAME a DETAIL B - XOX (1/4- 1/2 -1/4) r__ 33 9118° MAX DLO FIXED 33 9/18' MAX DLO VENT B i A 57 3/8° MAX DLO ALL FIXED LITES { 1 / T3° MAX WIDTH I.F. FRAME ---° -I 74° MAX. WIDTH FLANGE FRAME 58" MAX DLO ALL VENTS 82° MAX I.F. FRAME ALL CONFIG. 1 63° MAX FLANGE FRAME ALL CONFIG. DETAIL A - OX OR XO 27 3/8° MAX. DLO VENT 27 3/8° MAX. DLO FIXED i D B X 0 X 86 7/18' MAX. WIDTH I.F. FRAME- *-1 7118° MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. VIEW D -D (FRAME CORNER CONSTRUCTION) 8 Rawl i.,La' 867111 Das I Os DIM FF.IIC 2128108 4'1867 Rerkkee E NO t2 71S SHEET NO CHANGE THIS SHEET Robber* 0 c *Wad ltp two 1070 TECHNOLOGY DRIVE NOKOMIS. R.34278 P.0. 139X1/42110 NORMS. FL 34274 V1s/biy>3 ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT wood* RR* tem I NTSI 4 a 11 I �� 4127-10 I E PRODUCT REVISED es mm0yin3 a d&tluFlotida Bundbg Code Recepteats `NV\`a.I%IYNN+M ,7j, ic. 140.58705 crE A. PE.988708 INTERIOR EXTERIOR EXTERIOR 1-.— MAX FIXED DLO ---I MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX HEIGHT FLANGE FRAME INTERIOR MAX VENT DLO MAX FIXED DLO -- 1 MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR SECTION C-C SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) INTERIOR 0 EXTERIOR ��_V INTERIOR EF4 L��II� Q 011112 HEAD (VERTICAL SECTION, I.F. FRAME) taw J.Ler LWe 10/17/11 reswbew E NO MANGE THIS SHEET nom oF JA FA oF FA 0a0c W20/11 Dattx 4/15107 2128106 Ralskor Werar D aem * J.L IVO CHANGE THIS SHEET ASO INTEGRAL FLV FRAM& ITEMS 41.42 AND 43 AND VIEWS Da 3/06 I 1070 TECHNOLOGYORIVE NOKOMIS. FL 34270 P.0. 139X 1828 NOKOMIS, FL34274 VMbly.8errer SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT a4olswe +� HMV 5 d 11 LHedf Daelintix 4127-10 E 1TFM DWG REV' DESCRIPTION MAIL PGT# II'F117 DWG# REYI DESCRIPTION 1 MAUL • 1 PG17/ A 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 66 GLASS, 13/16" LAMI IG•l /8 "A ( MIN.), 3/8 "AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 1 4025 SASH STOP (STD.) (ANTI LIFT CUP) 6063 -T5 AL 612244 67 " 13/16" 1AMI IG•1 /8"A (MIN.) 3/8° AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"HS) 2 #8 X 3/4 PH. PAN HEAD 7834AA 68 " 13/16" IAMI 10.1/8'A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1 /8°HS, .090 PVB,1/8"HS) 3 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 69 " 13/16" IAMI IG•3/16°A (MIN.), 5116" AIR SPACE, 5/16" IAMI (1/8"A, .090 PVB, 118°A) 4 4136 FLANGE FRAME SITS. 6063 -T6 AL 64136 70 " 13/16" LAMI 10.3/16"A( MIN.), 5 /16" AIR SPACE, 5 /16 " LAMI (118 "A,.090 PVB, 1 /8°11S) 6 4137 4131 71298 SIILADAPTOR ROLLER TRACK WEEP HOLE COVER 6063 -T6 AL 6063 -T6 AL P O L Y P R O P . 64137 64131 71298. 71 ' 13/16" LANE IO 3116 °A (MIN) 5/16" AIRSPACE, 5/16" LAMI (1 /8 "HS,.090 PVB, 1/8"HS) 7 72 " 13/16"LAMI10.1/8"A( MIN. ), 1 /4 ° AIR SPACE, 7 /16° LAMI (3116°A, .090 PVB, 3/16"A) 8 7 3 ° 13116° LAMI101 /8"A (MIN.), 114° AIRSPACE, 7/16° LAMI (3/16"A,.090PVB, 3/16"HS) 10 74 75 76 " " 13/16" LAMI 16418"A( MIN.),1 /4" AIR SPACE, 7/ 16 ° LAMI (3/16"HS,.090 PVB, 3/I6"HS) 13/16" LAMI I03/16"A ( MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16°A, .090 PVB, 3/16"A) 13/16" LAMI I43/16 "A (MIN.) 3/16" AIR SPACE, 7/16" LAMI (3/16"A, PVB, 3/16'HS) 12 1626 ELL ADHPSIVEOPENCELLFOAMPAD 7PAD1626 13 4002 A FLANGE FRAMEd 6063 T6 AL 612225 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT GASKET ORMAIN. 7 4134 77 " .090 13/16" LAMI IO-3/16"A ( MIN.), 3/16" AIR SPACE, 7/16" I.AMI (3/16"HS, PVB, 3/16"HS) 15 1155 SMS A 91 1014 SCREENORN FRAME &R1N( .090 3OLYPR 16 4110 0 SCREEN ADAPTOR 6063 -T5 AL 64110G 91 1630 KEY SCREENCORNERKEYW/RING4 P. POLYPROP. 17 4054 B FIXED MEETING RAIL 6063HD -T6 AL 64054A 92 1631 SCREEN CORNER KEYW /OUT RINGS POLYPROP. 19 4066 WSTP.,.187 X .230, FIN SEAL 640660 93 4073 SCREEN SPRING STET.' 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 22 1683 WSTP,250 X 270 BACK, FIN SEAL 616830 95 1635 SCREEN SPLINE -.135 DIA. HARD 1x41 PVC 23 225 -1 ROLLER HOUSING& GUIDE 42112HD 96 SCREEN CLOTH 24 226 BRASS ROLLER WHEELS BRASS 7BRWHI2 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 29 32 4006 D SASHMEEPINGRAIL 606311S -T6 AL 64006 2.710 1235 WSTP,.170 X 270 BACK, FIN SEAL 67S16G 282 33 35 1096 SWEEP LATCH DIECAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 7070 WSTP.,250 X 270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X 275 616830 67070K 39 40 LIFT RAIL COVER CAP 74078"C" L ORR 2 E.F. FRAME HEAD #4139, X83 TB 41 4139 L.F. FRAME HEAD 6063 -T6 AL 64139 42 4140 LF. FRAME SILL • 60663 -T6 AL 64140 P ODUCT as Building combing � �o i O.. 43 4141 1.F. FRAME JAMB 6063 -T6 AL 64141 `� l 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYLGRAZINGBEADBULE(THICK) 6TP247W,K 52 1225 VINYL C AZINGBEAD BULB (THIN) 6TP248K 2.784 53 4039 B GLAZINGBEAD -5/16" 6063 -T5 AL 64039B r 4044 I3 (RAZINGBEAD -5/16" W/GRILLKIT 6063 -T5 AL 644703 ref >/ p� � w ; � ' p , ; .�- `‘tt6ti 1+i+,,, ``�� 0 LYNN Ad /C�� ,. V� 587705 • �* No. -_ _ =-0 . -:313r1.' '31 1F.. CU: •.. STA OF ;'�� , is FL.‘4... Gi`` ,, S ''..N971...\ .� �.,, /Ot•• ,r+''''1,t A LYW4'lNLL�, PF. P.esesros 54 1 082 1� 55 4222 A GLAZINGBEAD - 7/16" 6063 -T5 AL 64222 56 985 C GLAZINGBEAD -7/16" W /G�LIILKIT 60663 -T5 AL 6985 1 0� 59 4067 G$AZINGBEAD- 13/16° 6063 -T5 AL 64067 43 I.F. FRAME JAMB 60 CLASS, 5/16" IAMI(1/8" A, .090 NB, 1/8" A) 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) " #4141, 8083 -T8 !..— 61 62 5/16" LAMI (1/8" 118, .090 PVB, 1/8" 118) 63 " 7/16" LAMI (3/16" A, .090PVB,3 /16 A) 7/16" LAMI (3/16" A, .090 PVB, 3116" HS) 2 710 42 .F. FRAME SILL 64 65 " 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) #4140, 8083 -T8 RowdBy: J.L Daft 1a/17/H xsNYam E NOCHANGETNIBT .._ ta707ECHNOLOOYOPoYE NOKOMIs. FL3CA8 P.O.O9X 1878 NOKOE6L9, FL 34474 P T PARTS LIST +emasr• J.R. Dm 8620/11 a D ADDED J" 706L436 71PES n°" ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rem:* FJC Dmt 4/16/87 DO: 22688 a C d REMS47, 42040 Daa 1Jgi/��. Setoff eae7la B°b" a.* NTS 6 11 °�� 4127 -10 I E Kun6ys FK u 0 FLANGE FRAME HEAD #4102A, 6083-T6 Aeo fI,- 1.451 1 O SASH STOP #4025,8083 -T5 .082 1.183 21 SASH TOP & BOTTOM RAIL #4133,8063 -T5 .050 .679 1.098 I 47 Q GLAZING BEAD, 5/16" #4044B,6063 -75 (USED W/ GRILL KIT) 1.122 0 FLANGE FRAME SILL #4138, 8063 -T6 .081 .48 O HORIZ. ROLLER TRACK #4131, 8063 -T6 1.87 'i 1.081 32 SASH MTG. RAIL #4008D, 60831-1S-T6 .878 1.x-1 • --=-1� 55 GLAZING BEAD 7/16" #4222A, 8063-T5 52 37 O FRAME SILL ADAPTER #4137, 6083-76 1.403-+ 17 FIXED MEETING RAIL #405413, 60831-1D-T6 .20x7 SASH SIDE RAIL #4128, 6083 -T5 678 5 GLAZING BEAD, 7/16" L�JJ #9850, 6063-T5 (USED W/ GRILL KIT) .513 +L j .738 O SASH STOP COVER #4053, 8063 -T6 13 FLANGE FRAME JAMB #4002A, 606376 1.098 -1+-1 T O GLAZING BEAD, 5/16" #4039B,6083 -T5 .683 58 GLAZING BEAD, 13/16" #4087,8083 -T5 .097 x.410): JJ. 1011011 Reaskax NQGH4NGE THIS SHEET Reard J.R. Rem ap FJC Diremlip FJC n.ar 8/20/t1 4/16/07 nog 22128/08 0 xer6fa C ne.u"1aF J.J. NQ CHANCE 7MSSHET NO CHANW 7h15 SHEET Dde 3323/08 1070 TECHNOLOGY DRIVE NOKOWS, FL 34275 P.O. BQX 182 NOKOMIS, 0L39274 PIG" EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT males 15010 Hell I 7 d 7 I 4127-10 E PRODUCT MASSED as complying with the Florida Building d DaW fAlrfr -l7 r. RES08705 ANCHOR QUANTITIES, XOX (1 /4.1/2- 1/4)WINDOWS TABLE NOTES: 1. 1-14" ELCO ES: 1 -114" ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) ANCHOR TYPE &SUBSTRATE GLASS TYPES A,B,C.G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE H HEAD & SILL IA HEAD & SILL a� HEAD & 8ill ' rn m HEAD & SRL "' CA m HEAD & 80± ' N 0° HEAD & SILL CO 2. GLASS TYPES: A. A. 6116" LAMI - (1/6"A,.090, 1/8' A) D B. 6/18° LAMI • (1/8" A,.090,1/8" HS) ' FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 53.125x 38.375 48.000 50.826 54.000 60.0 63.000 1 +02 +1 +02 +1 2 1+02+1+02+1 2 1+02+1 +02+1 2 1 +02 +1 +02+1 2 1+02 +1 +02 +1 2 1 +02+1 +C2 +1 2 D. 5/18" LAMI - (118"' ,,090 1!8° HS) D. 7M8° LAMI - (3116° A►,.090, 3M6° k) 1 +02+1 +02+1 3 1 +C2 +1 +C2 +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 E. 7/16" LAMI - (3/16° A,.090, 3116" HS) OR 318" SPACE, 618° LAMI - (1!8° 6,.080, 1/8"A) OR 3/8" SPACE, 5/16° LAMI • (1/8" A,.090, 1/8' HS) OR 318° SPACE, 5/16° LAMI - (1/8° HS,.090,1/8° HS) OR 1/4° SPACE, 7/16° LAMI - (3118° A„090, 3/16" A) OR 1/4° SPACE, 7/18° LAIN - (3/16"A,.090, 311 HS) OR 1!4 °SPACE 7M8° LAMI - (3/16° HS,.090, 3/18° HS) TABLE AND BASED ON THE FOLLOWING GO TO NEXT LARGER WINDOW IN TABLE. RAIL CENTERLINE. MAX O.C. 1 +02+1+02 +� 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1+02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1+02+1 HS) 3 G 13/1 ' LAMI 130 -18" OR 311 A (MIN.), 13/18° U1M1 IQ -118" OR 3/18° A (MIN. ), 5/18° 1 +02+1 +02+1 3 1+02+1 +02+1 3 1 +02 +1+02+1 3 1 +02 +1+02+1 3 1 +02 +1 +02+1 3 1 +02+1+02+1 3 H. 13/18° LAMI 10 - 1/8" OR 3116° A (MIN.), 5/16° 1 +02+1 +02+1 3 1+02 +1 +C +i 3 1 +02+1 +02+1 3 1 +42+1 +02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 I. 13/16" LAMI IG - t/8° OR 3/18° A (MIN.), 5118° J. 13116° LAMI 1G - 1/8° OR 3/16° A (MIN.), 3/16° 1 +02+1 +02+1 3 1+02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1+02+1 +02+1 3 1 +03+1+03 +1 3 K. 13/16" LAMI 10 -1/8° OR 3/18° A (MIN.), 3/16° 80.000 x 38.375 48.000 50.626 54.000 60.000 63.000 1 +02+1 +02 +1 2 1+02+1+02+1 2 1+02+1 +02 +1 2 1 +C2 +1 +02+1 2 1+ 2+1 +02+1 2 1 +02+2+02 +1 2 L 13!18° LAMI IG -118° OR 3118° A (MIN.), 3M8° 1 +02+1 +02+1 3 1+02+1+02+1 3 1 +02+1 +02+1 3 1 +C2+1+C2 +1 3 1 +02+1 +02+1 3 1 +02+2+02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT 1+02+1+02+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +C2 +1 3 1+02+1 +02+1 3 1 +02+2+02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +02+1 +02+1 3 1+02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+2+02+1 3 HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1+02+1+02+1 3 1 +02 +1 +02+1 3 1 +03+2+03 +1 3 263/4° MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2° 1 +02+1 +02+1 3 1+02+1 +02 +1 3 1 +02+1 +02+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +03+2+03 +1 3 TABLE KEY: 74.000 x38.375 48.000 50.625 54.000 60.000 83.000 1 +02+2 +02+1 2 1 +02 +1 +02+1 21 +02 +2+02 +1 21+02 +2 +02+1 2 1 +02 +2+02+1 2 1+02+2+02+1 2 X 0 PER JAMB QUANTITY. CENTERED PLUS VENT VENT FIXED SECTION. AT HEAD AND SILL SPACING) 1 1+02 +2+02+1 1 +C2 +2 +C2+1 3 1 +02+1 +02+1 3 1 +02+1 +02+1 3 1 +0x +2+02+1 3 1 +02+2+02+1 3 1 +02+2 +02+1 3 1+02 +2+02+1 3 1 +02+2+02+1 3 1+02+2+02+1 3 1 +2+2+2+1 3 1 +02•+2+02+1 3 I1+03 +C3 +11 3 (+-- ANCHOR QUANTITY 3 HEAD AND SILL ANCHOR 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 +02+2+02+1 3 1 +03+2+03+1 3 A CLUSTER OF (3) ANCHORS AN HOR AT MEETING A EACH PE ANCHOR AT EACH OPERABLE PLUS (4) ANCHORS AT (12) ANCHORS TOTAL (3° MIN. O.C. ANCHOR 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 +02 +2+02+1 3 1 +03+2+0+1 3 1 +02+2+02+1 3 1 +02+1 +2+1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +02+2+02+1 3 1 +03+2+03+1 3 84.000x 38.378 48.000 50.628 54.000 80.000 63.000 1+02 +2+02+1 2 1 +(2+2+(2+1 2 1 +02+2 +02+1 2 1 +02+2+02 +1 2 1 +02+2+02+1 2 1 +02+3+02+1 2 1 +02+2+02+1 3 1 +02+2+02+1 3 1 +02+2+02.1 3 1 +02+2+02+1 3 1 +02+2+02+1 3 1 +03+3+03+1 3 1 +02+2 +02 +1 3 1 +02+2+02.1 3 1 +02+2 +02+1 3 1+02 +2 +02+1 3 1+2 +2+2+1 3 1 +03+3+03 +1 3 1 +02 +2+02+1 3 1+02+2+02+1 3 1 +02+2 +02+1 3 1+02 +2+02+1 3 1 +02+2+02+1 3 1 +04 +3 +04 +1 3 1 1 25 314° mmL -►{ �-°-3° MIN. PRODUCT REVISED as complying with the Plaids Staling Code -- ' ^° • No 1+02 +2+02+1 3 1+02+2+02+1 3 1 +03+2 +03+1 3 1+03+2+03 +1 3 1 +02 +2 +02+1 3 1 +04+3+04+1 3 1 1 X - ~ 1 1 t 1 t 1 +1 0 X ,° 1+02 +2+02+1 3 1 +02+2+02+1 3 1 +03+2+03 +1 3 1 +03 +2+03+1 3 1+02+2+02+1 3 1+04+3+04 +1 9" 3 106.375x38.376 48.000 50.825 54.000 60.000 63.000 1+02+2+02+1 2 1 +02+2+02+1 2 1 +62+3+02+1 2 1 +02+3+2+1 2 1+02+3+02+1 2 1 +02+4+02 +1 2 1+02+3+02+1 3 1 +02+2+02+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1+02 +3+02+1 3 1 +03+4+03+1 3 MTG. RAIL, TV?.- 1 +02+3+(2+1 1 +03+3+03+1 3 1 +02+2+02+1 3 1 +02+2+02+1 3 1 +03+3+03+1 3 1 +03+3+03 +1 3 1 +03+3+03 +1 3 1 +03+3 +03 +1 3 1 +03+3 +03+1 3 1 +03 +3+0 3 +1 3 1 +03+4+03 +1 3 1 +04 +4+04 +1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 3 (SHOWN IN TABLE KEY ABOVE) ��- Stc • 1+03 +3+;3+1 3 1+02+2+02+1 3 1+04 +3+04 +1 3 1 +04 +3+04 +1 4 1+03 +3+03+1 3 1 +04 +4+04 +1 3 °MAX. s,::,,: DMAr (LYNN 1 +03 +3+03+1 3 1 +02+2+02+1 3 1 +04+3+04 +1 3 1 +04 +3+04 +1 4 1 +04 +3 +04+1 3 1 +05+4 +05+1 3 -"- 26 3/4 38.375 1 N.000 x 48.000 50.625 54.000 80.000 63.000 1+02+3+02+1 2 _ 1/2° TYP. MIN. 1 +02 +3+02+1 3 1+02+2+02+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +02+3 +02+1 3 1 +03+4+63+1 3 g 1 1111+3° 1 1 flit I ```\\N` ,A�( 4/// , • N.: No. 5870 .%r �: 1. *. No. 58705 %. -' _ =-o : 1' L�' :.p 'a STA ! i1F� ; fur ' T ' . FoRIDP.. ' ��'` '. FS •• ...... G �� / / /7,40NA4. ter',,' i t l f f f 'MUM A LYNN MU P.E P.ESe8705 1 +02+3+02+1 3 1 +02 +2+02+1 3 1 +03+3 +03+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +03+4+03+1 3 ~ X . O X 1+03 +3 +03+1 3 1+02+2+02+1 3 1+03+3+03 +1 3 1 +C3+3+03+1 3 1 +03+3 +03+1 3 1 +04 +4+04+1 3 1+03 +3+03+1 3 1 +02+2+02+1 3 1 +04 +3 +04 +1 3 1+04 +3+04+1 4 1+03 +3+03+1 3 1+04 +4+04+1 3 MTG. RAIL, '3??.- 1+03 +3 +03+1 3 1+02 +2+02+1 3 1 +04+3+04 +1 3 1 +04+3+04 +1 4 1+04 +3+04 +1 3 1 +05+4+05+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rg080 I L beta 10117111 Raaktmr E NO CHANGE71B88HEET ANCHORAGE SPACING, XOX (1/4-1/2-1/4) RaMQalp Data 1 0 10707EC31NO+.00V DRIVE " �8, R P.O. IQX 1� NOKOMIS. FL 342/4 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT p°°� f° T° 'E °� +SFr flosredap FJC . GmmBF FK beg 411007 tic 2r�/a6 R C GMT? . UPDATE TABLE4, SELECT VALUES DUE TO ANCHOR CAP. ADI e 1 OWa vbi , Boner a,aavo°2 HR7f0 ears NTS taaw 8 w 11 RwtlyRG I 4127 -10 RI° E ANCHOR QUANTITIES, XOX (1!3413 -113) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) ANCHOR TYPE . & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2. CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v )j HEAD & SILL HEAD & SILL 1 HEAD & SILL m HEAD & SILL 2 1 HEAD & SILL to HEAD & SILL 2 2. GLASS TYPES: Qp A. 5/16° LAMI - (1/8" A,.090,1/8" A) B. 5/18° LAMI - (1/8° A,.090, HS) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 48.000x 38.375 48.000 80.025 54.000 80.000 63.000 1 +C2 +1 +02+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2+1 2 1+02+1 +C2 +1 2 1 +C2 +1+(2 +1 2 C. 5/18" LAMI - (1/8" MAO. 1/43" HS) 1 +02+1 +C2 +1 3 1 +C2+1 +02+1 3 1+C2+1 +02+1 3 1+02 +1 +02 +1 3 1 +C2 •1 +C3 +1 3 1 +(3+1 +(2+1 3 D. 7/18" LAMI - (3/16" A,.090, 3/16" A) 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1+C2 +1 3 1 +02 +1 +C2 +1 3 F. 7/18"" LAMI•(3/18°HS,.090,316" HS) F. 7/18' LAMI - (3/16 113,060, 3116° HS) 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+C2+1 +C2+1 3 1 +C2 +1 +C2+1 3 0.13/18° LAMI 10 - 1/8" OR 3/18° A (MIN.), 5/18" OR 3/8" SPACE, 5/18" LAMI - (1/8"A,.090, 1/8° A) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +(2+1 3 1 +C2+1+C2+1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1+C2+1+C2 +1 3 H. 13/16° LAMI 10 - 1/8" OR 3/18" A (MIN.), 5/18" OR 3/8" SPACE, 5/18" LAMI -(1/8"A,.090, 1/8" HS) SPACE, 1+02+1+C2+1 3 1 +02+1 +( +1 3 1+02 +1 +02+1 3 1+C2+1+C2+1 3 1 +C2 +1 +( +1 3 1 +03+1 +03+1 3 I. 13/18° LAMI 10 -1/8" OR 3118° A (MIN.), 5118' OR 3/8" Off LAMI - (1/8" HS,.090,1/8° HS) 13116 LAMI 10 -118° OR 3/18 A {MIN.) 3/1 OR 114° SPACE, 7/16 LAMI =(3/16 3118° A) 83.125 x 38.375 48.000 60.828 54.000 80.000 63.000 1+02 +1 +02 +1 2 1 +02+1 +02+1 2 1+C2+1 +C2+1 2 1+C2+1+02+1 2 1 +02+1+02 +1 2 1 +02+1 +02 +1 2 KJ. . A, 090 K. 13/18° LAMI 19 -118° OR 3118° A (MIN.), 3/18° OR 114" SPACE, 738° LAMI - (3!16 A„090, 3118° HS) 1+02 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +(x+1 +C2 +1 3 L 13/16 LAMI 10.1/6 OR 3/18° A (MIN.), 3/16" OR 1/4° SPACE, 7/18° LAMI - (3116 HS,.090, 3/16 HS) 1 +02+1 +02 +1 3 9+02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +( +1 +02+1 3 1 +02 +1 +02 +1 3 1+C2 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER A1JACENT TABLE AND BASED ON THE FOLLOWING 1+02 +1+C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1+C2+1 3 1+02+1 +02+1 3 1 +02+1 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2 +1 +C2 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1+02+1 3 1 +02 +1 +02+1 3 1+03+1 +03+1 3 1 +C2 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1+02 +1 3 1+02 +1 +02+1 3 1 +03+1+03+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 48.000 50.825 54.000 80.000 63.000 68.000x 28.376 48.000 50.825 54.000 60.000 83.000 1 +02+1 +02 +1 2 1 +02 +1 +C2 +1 2 1+02 +1 +02 +1 2 1 +C2 +1 +C2+1 2 1 +02 +1 +02+1 2 1 +02+1 +02 +1 2 JAMBS: 9" 314" MAX. FROM MAX. FROM CORNERS RS ERS AND 22 1/2" MAX. O.C. 1 +02 +1+C2 +1 3 1+C2+1+C2+1 3 1 +02 +1+02+1 3 1 +02 +1 +C2+1 3 1 +02 +1+02 +1 3 1 +02+1+02 +1 3 TABLE: 1 +C2 +1+02 +1 1 +02+1 +C2 +1 1+02+1+02 +1 3 1+02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02+1+02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02+1 9 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1+02 +1+02+1 3 1 +02+1 +02+1'3 3 1+02+1+02+1 3 1 +C2+1 +C2+1 1 +C2 +1+C2+1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 3 X O X 3 I1 +03+1+03 +11 3 1-+- ANCHOR QUANTITY PER JAMB 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C3 +1+02+1 1 +02 +1+02+1 3 1+C2+1+C2+1 2 1 +C 2+1 +02 +1 3 1+C2+1+C2+1 2 1+02 +1 +02 +1 3 1+03+1+C3+1 2 1 +02 +1+02+1 3 1 +02+1 +02+1 2 1 +02+1 +02 +1 3 1 +C3+1 +C3+1 2 1 +C2 +1 +02+1 3 2 A LEACH M E (3) ANCHORS RAIL CENTERED ON EACH MEETING RAIL PLUS (1) 1 +02 +1+02 +1 S 1+02+1+c2+1 3 1 +02+1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02 +1+02+1 3 ANCHOR AT EACH OPERABLE VENT 1 +02+1+02 +1 3 1+02 +1 +02+1 3 1 +02 +1 +02 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +02 +1 3 1 +C3 +1+03+1 3 PLUS (1) ANCHORS AT FIXED SECTION. 1 +02+1+02 +1 3 1+02 +1 +02+1 3 1+02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1+02+1 +02 +1 3 1 +03+1+03+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 1 +02 +1+02 +1 3 1 +02 +1+02 +1 3 1+02+1 +02+1 3 1 +03+1+03+1 3 1+02 +1 +C2 +1 3 1 +03 +1 +03+1 3 (3" MIN. O.C. ANCHOR SPACING) 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 74.000 x 38.375 48.000 50.825 54.000 60.000 63.000 1 +02 +1+02+1 2 1 +02 +1 +02+1 2 1+02 +1 +02+1 2 1+02 +1+02 +1 2 1 +02+1+02 +1 2 1 +02+1 +02+1 2 } 125 3/4' MA - "'1I -"-•3 °MIN, 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 +C2 +1 +02 +1 3 1 +03 +1 +03+1 3 JI PROMO' as �pybigR Flodde coo) Aooeplm ", moNo 1-- 1`•if A, - Jw. %Mil 3" 1+02+1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03+1+03 +1 3 9° I 1 X A 1 141 0 1 X 1 +02 +1+02 +1 3 1 +C2 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +03+1+03+1 3 1 +02+1 +02 +1 3 1 +02+1+02 +1 3 1 +03+1 +C3+1 3 1+03+1+03+1 3 1+02+1 +02 +1 3 1 +03+1+03+1 1YP.^ 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 MTO.RAIL W/ QTY. KEY MAX. OF (3) ANCHORS ABOVE) ' 84.000 x 38.375 48.000 50.825 54.000 80.000 63.000 1 +02 +1 +02+,1 2 1 +02+1 +0 2 +1 2 1+02+1 +02 +1 2 1+02+1+02+1 3 1+02 +1 +02 +1 2 1 +02 +1 +02 +1 2 EXAMPLE CLUSTER IN TABLE 1 +0213+02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1+02+1+02+1 3 1+.02 +1+02 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +02•+1+02 +1 3 1 +02+1+02 +1 3 1+02 +1+02 +1 3 1+02 +1+02 +1 3 1 +03+1 +03+1 3 (SHOWN 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 +0x+1+03+1 3 1+02+1+02+1 3 1 +C2 +1+(2 +1 3 1 +C3+1+C3+1 3 1 +C 3 +1 +C3+1 4 1+03+1 +03+1 3 1 +03+1+03+1 3 28 314" I 1 +C3+1 +C3+1 3 1 +02+1 +02 +1 3 1+03+1+03+1 3 1 +03+1 +03+1 4 1 +03+1 +03+1 3 1 +C4 +1+04+1 2 1 +02 +1+02 +1 4 �" 1� I-.--3° MIN. 86.437 x 38.375 48.E 50.825 54.000 60.000 83.000 1 +02 +1 +02+1 2 1 +02 +1+02+1 2 1+02 +1+02 +1 2 1 +02 +1 +0 2 +1 3 1+02+1+02 +1 2 �" \ \ \N.% pNY LYNN ,lj� / /,. `\ ,�'••Lt F•., �� ' S •- * No. 58705 - :- =-0 • X:. �Q '• STA F ((/�` '• ;, • FORtOp.•' ?.• �i,�t��••••••�.�\ \\ �,,,1 NA'' 1L1�1 t� ALV+II+1,ILLSR. E P.E9e870e _1 1111 3 1111 1 -- X __ 1 +02 +1+02+1 3 1 +C2 +1 +02+1 3 1+02+1 +02 +1 3 1 +02 +1 +02+1 3 1+02 +1+02 +1 3 1 +0x+1+03+1 3 6 ~ X O 1 +02 +1 +02+1 3 1 +02+1 +02 +1 3 1+02+1 +02 +1 3 1+02 +1+02 +1 3 1+02 +1 +02 +1 3 1 +03 +1 +03+1 3 �� 1 +02+1+02 +1 3 1 +02+1 +C2 +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 1 +02 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +03+1+03 +1 3 1 +03+1+03+1 41+03+1 +03+1 3 1 +04+1+04 +1 4 AATO.RAIL,TYP.- 1 +G3+1+C3+1 3 1+02 +1 +02+1 CHANGETFHIS SHHEET 3 1+03+1 +03+1 3 1 +C3 +1+x+1 4 1 +C3 +1 +03+1 3 1 +04+1 +04+1 4 EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS rr.aor• J.J. tes 10/17111 wamc E NO o�e°e ANCHORAGE SPACING, XOX (1/3- X13 -913j R +da J.R. o� 8310)11 , D ADDED GIP TO BE TE.MPEREDfp +SOFTNOIE o7OIECHNaoGYDRNE NOKOMIS. FL 34275 P.O. 89x 162e NOKOMIS. PL 34274 F. 7- �' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT komillx hK psemey: F.K Daft BPo70 Oda 31.28108 ` JJ UPDATE rASLE& s �.BCTVAWESDUETOANCHORCAP ADJ. yy, 3/23108 1 vG/8/y getter 8e4° /63710 ewc I NTS awe 9 ., ii 4s,+aN° I 4127 -iW Nm I E ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) 2. GLASS TYPES: %p� ANCHOR TYPE> & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 23, WOOD 2 CONC 1, GONG 23, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H ii .. ' .6 m _ 0 m a 2 x o5 2 < ¢Q¢ d z 2 C 2 1i • tn m A. 5/18' LAMI - (1/8° A,.080,1/8" A) - C. 5118° LAMI - (1 (1/8" 090 118° H).S ( ) D. 7/18' IAMI - (3/18° A,.090, 3/18° A) FOR INSTALLATION IN THE HVHZ ABOVE FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02+1 2 1+02+1 2 1 +C2 +1 2 1 +02+1 2 1 +C2 +1 2 1 +02+1 2 1+02+1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 E 7/18' LAMI - (3/16' A,.090, 3/18° HS) F. 7/18° LAMI - (3/18" HS,.090, 3/18" HS) G.13/18" LAMI 1G -1/8° OR 3/18' A ( MIN.), 5/16° OR 3/8" SPACE, 5/18" LAMI - (1/8° A,.090,1/8° A) H. 13/18" LAMI 10 - 1/8" OR 3/16°A (MIN.), 5/16' OR 3/8' SPACE, 5/18" LAMI - (1/8"A,.090,1/8" HS) I. 13/18" LAMI IG -1/8" OR 3/18" A (MIN.), 5/18" OR 3/8° SPACE, W'18° LAMI - (118° H8,090,1/8° HS) J.13/18' LAMI 10 - 1/8.OR 3/18° A (MIN.), 3/18" OR 114" SPACE, 7/16" LAMI - (W18° A,.090, 3/16" A) K.13/18° LAMI 10 -1/6" OR 3116° A (MIN.), 3/16" OR 1/4" SPACE 7 /16" LAMI - (3/18" A,.090, 3/18" HS) L. 13/18" LAM110 -1/8° OR 3H8° A (MIN.), 3118" OR 1/4° SPACE, 7/16' LAMI - (3/18"11.4.090, 3/18" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD& SILL: 101/2" 183/4 " MAX. ON EAC CORNERS. H SIDE OF MEETING RAIL CENTERLINE. MAX. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. 0.0. TABLE KEY: 0 X 1 +C2 +1 3 1 +02+1 3 1 +02+1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02+1 3 1 +02+1 3 1 +C2 +1 3 1 +02+1 3 1+02 +1 3 1 +02+1 3 1 +C2 +1 3 1 +03+1 3 1 +02+1 3 1 +02 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +02 +1 3 1 +03+1 3 1 +C2 +1 3 1 +02+1 3 1 +03+1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1+02+1 2 1+02 +1 2 1 +C2 +1 2 1 +02+1 2 1 +02+1 2 1 +C2 +1 2 1 +02+1 3 1 +02+1 3 1 +02+1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +02+1 3 1 +03+1 3 1 +02 +1 3 1 +02+1 3 1 +03 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C2 +1 3 1 +02 +1 3 1 +03+1 3 1 +C3+1 3 1 +C2 +1 3 1 +03+1 3 1 +03 +1 3 1 +02 +1 3 1 +03+1 3 1+03+1 3 1 +C2 +1 3 1 +03+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +03 +1 3 53.125 x 38.375 48.000 50.626 54.000 80.000 63.000 1 +02 +1 2 1 +C2 +1 2 1 +02+1 2 1 +02 +1 2 1+02 +1 2 1+02 +1 2 2+C3+2 ANCHOR QUANTITY PER JAMB i'RODUCrREhs� es oompdy� wish Ptald9 BoddiAtt Code • Onto , �""' 1 +02 +1 3 1 +02 +1 3 1 +03+1 3 1 +02+1 3 1 +02 +1 3 1 +03+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +p+1 3 A CLUSTER OF (3 1 +03+1 3 1 +C2 +1 3 1 +03 +1 3 1 +03+1 3 1 +C2 +1 3 1 +03 +1 3 ) E MEET CENTERED ON THE MEETININ G RAIL PLUS (2) ANCHORS AT OPERABLE ANC ORS ED ATE ANCHORS T TOOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +03+1 4 1 +C2+1 3 1 +03+1 3 1 +C3 +1 4 1 +02+1 3 1+03 +1 3 1 +03+1 4 1 +03+1 3 1 +04 +1 3 1 +03 +1 4 1 +03+1 3 1 +04 +1 3 60.000 x 38.375 48.000 50.626 54.000 80.000 63.000 1+02+1 3 1 +02 +1 2 2 +02 +2 2 1 +02 +1 3 1+02+1 2 2 +C2+2 2 1 +02+1 3 1 +C2+1 3 2 +03+2 3 1+02 +1 3 1 +C2 +1 3 2 +03+2 3 1 +03+1 3 1+02 +1 3 2+03+2 3 1+03+1 3 1 +02+1 3 2 +03 +2 1 hi-18 314° MAX I I -.--11-..--3` MIN 1 +C3 +1 4 1 +02 +1 3 2 +03+2 3 1 +03+1 4 1 +02+1 3 2+03+2 3 1 +03+1 4 1 +03+1 3 2 +04 +2 4 1 +C3 +1 4 1+03+1 3 2+C4+2 4 9" REF 1 +03+1 4 1 +03.1 3 2 +04 +2 4 1 +C3 +1 4 1 +03+1 3 2 +04 +2 4 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +02+2 3 1 +02+1 2 2+02 +2 3 2+02 +2 3 1 +02+1 2 2 +02 +2 3 MTG. EXAMPLE CLUSTER 2+02 +2 4 1 +02 +1 3 2 +03+2 3 2+02 +2 4 1 +02+1 3 2+03+2 3 RAIL W/ QTY. OF (3) ANCHORSNo 2 +03+2 4 1 +02 +1 3 2 +03+2 3 2+03+2 4 1+C2 +1 3 2 +03+2 3 2 +03+2 4 1 +02+1 3 2+03+2 4 2 +C3 +2 4 1 +C2 +1 3 2+03+2 4 (SHOWN IN TABLE KEY ABOVE) 2+03+2 4 1 +C3 +1 3 2+04 +2 4 2+C3+2 4 1 +03+1 3 2 +04 +2 4 • ,:;; ,: v=r .```tttltltt/1:/ 1 +C3 +1 4 1 +03+1 3 2 +C4 +2 4 2+03+2 4 1 +03+1 3 2 +C4 +2 4 183/4 MAX. TYP. 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+02+2 3 2 +02+2 2 2+02 +2 3 2 +02+2 3 2 +C2 +2 2 2 +02+2 3 12" 1--.--3° MIN. 2 +03+2 4 2+02+2 3 2 +C3+2 4 2 +03+2 4 2 +C2 +2 3 2 +03+2 4 9" �F O ��ONy LYNiV ty /��,�� :' o. 5870 '' ;p = *' No. 58705 .7...: p i C� - -O ' `zoRtoP .,: W, '.� S,S.,, �G``� '�i��iA1 -t �.• A. LYtNd II P.E. P.E.S 58705 2+03+2 4 2 +02+2 3 2+03+2 4 2+03+2 4 2 +02 +2 3 2 +03+2 4 l 2 +03+2 4 2 +03+2 3 2 +C4 +2 4 2+03 +2 4 2 +C3 +2 3 2+04 +2 4 I 2 +03+2 4 1 +03+1 3 2+04+2 4 2 +03 +2 5 2+03+2 3 2 +04+2 4 MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS 2+03+2 4 1 +03+1 3 2+04 +2 4 2 +C4 +2 5 2+03 +2 4 2+04+2 6 Roped* Ostor 1DH7!!1 rt rooct>AHOETt»sBItEE1 ANCHORAGE` SPACING OX AND XO WINDOWS nw.eex J.R. ax 012051 0 ADDED 10 CAP TORE 7EAIPBIED@ +�FTNOTE 1070TECHNOLOOrORNe NOKOMIS, FL34278 P.a.BQX1520 NOKOMIS. FL 34274 m ALUM. HORIZONTAL ROLLER NSW IMPACT FIFICC Daum* F.K 4116107 Thaw 2128108 C *WWI* Jr. CHaTABLEA TO06SELECTVALU ESDUETOANCHORGP.ADJ W23/06 I VtNMy g WHO l NTS 10 a 11 4127-90 E MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 3/4" MIN. E.D. TYP. :: NOTE 1 CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, DETAIL A NOTE 2 DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS 1 3/8" MIN. 2x WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR, NOTE 1 114" MAX. SHIM —1 CONCRETE ANCHOR, NOTE 1 1/4" MAX. SHIM 1 1/4" MIN. (1.5 KSI CMU) •Lv OR PER NOTE 1 • ,' (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 13/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 13/4' MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4 ". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/ THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS. INCLUDING BUT NOT UMITED 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 TYPICAL FLANGE FRAME JAMB SECTIONS MIN. 3.4 KSI �p CONCRETE DETAIL C • 13/4" MIN. I E.D. TYP. ,, NOTE 1 1/4" MAX. SHIM 2x WOOD BUCK, NOTE 3 J , 13/4" EXTERIOR INTERIOR C> MIN. ED (H & SILL DETAILS • TTYFL 1 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR. NOTE 2 1/4" MAX. SHIM ,, i','.'-ft • .• .S • DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS MIN. DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS G, H & I. DETAIL G (SILL) PROINIV7REVISED as nemplyingsvith the Florida Bulldog Coda Acceptance Na — 14.04 Zp) on DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS ammo 10/17111 Xxelebox E NO CHANGE THIS SHEET FJC am 811 411007 Rnielcas C NO CHANGE THIS SHEET 8717 0m"tilx FIG Dalm 2/28/08 QtwolaOlit J.J. 812.1/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 3427S P.O. BQX 1829 NOKOMIS, FL 39274 PST ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT eatowEtor,t ar" at.r Hx7•10 t Half 11 a 11 aratletb4127- -10 E `tt \ttII II U1,, �yy LYNN /,•,,p �•` � •' �tCEN3g' �! P. * • ' No.58705 ' 1• 3 sln *I� •,' , , LYNN' 1 A.t. P.E.S5870S DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /pera/ PGT Industries 1070 Technology Drive, Nokomis, FI. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD -770" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD -LMP', sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SOD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options are with interior HS glass, see glazing options, sheet 1, 5 & 6. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0826.10 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMWADE COUNTY APPROVED NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 Page 1 , PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0826.10). 2. Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD -LMI ", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09- 0826.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5980, FTL -5993, FTL -6036, FTL -6001, FTL -6014, FTL - 6015, FTL -6017, FTL -6023, FTL -6024, FTL - 6025, FTL -6028, FTL -6031, FTL -6033 and FTL -6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015 -27 -001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08- 19- 09,12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. (transferred from file # 09- 0826.10) 4. Glazing complies with ASTMS- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.Y. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas Plus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to "E.L DuPont Denemours" for "DuPont Butacite 17 PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest ", prepared by POT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08 -19- 09, signed by Robert J. Amoruso, P.E. (transferred from file # 09- 0826.10) 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 09- 0826.10, expiring February 17, 2015. 2. Test proposals No(s) 09 -0177, 0177 -A, B & C approved by CCU}., 15tt.4%410.1 ' A.A,\ 0., Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 E -1 1 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR . GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS= HEAT STRENGTHED INTERLAYER TYPES - SOP = .090 DUPONT SENTRY GLAS PLUS DEFINE = .090 DUPONT BUTACITE PVB G3 - 7116" LAMINATED: (2) UTES OF 3118' HS GLASS WITH AN .090 DBPVB INTERLAYER G4 - 7/16" LAMINATED: (2) LITES OF 3116° HS GLASS WITH AN .090 SOP INTERLAYER. G3A - 9/16" LAMINATED: (2) L ITES OF 1/4" j GLASS WITH AN .090 DBPVB INTERLAYER G4A - 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SOP INTERLAYER. 05 - 121MIIAINATED1.0. 3/16" TEXT. CAP + 318° AIR SPACE +7/16" LAMINATED: (2) LITES OF 3116' HS GLASS 06 - 1' LAMINATED 1.0. 3116' T EXT. CAP +318° AIR SPACE + 7/16' LAMINATED: (2) LITES OF 3/16' HS GLASS GM -1" LAMINATED I.G. 114 "TEXT. CAP + 6116° AIR SPACE +7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS GM -1" LAMINATED I.G. 1/4 °TEXT. CAP +SINS° AIR SPACE + 7116° LAMINATED: (2) LITES OF 3118" HS GLASS 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL. CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL- 6980, FTL -5993, FTL -6001, FTL -6014, FTL- 8016, FTL -6017, FTL- 6022, FTL- 6023, FTL -6024, FTL- 8025, FTL-6028, FTL- 8031, FTL -6033 AND FTL -8036, DATED 8/7/09. ELCO TEXTRON NOA: 07-0425.01, 03- 0225.06, ANSI/AF&PA NDS -2006 FOR WOOD CONSTRUCTION AND ADM -2006 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS 7, 8 & 9 WITH AN .090 DBPVB INTERLAYER WITH AN .090 SAP INTERLAYER. WITH AN .090 DBPVB INTERLAYER WITH AN d90 SOP INTERLAYER. NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG..... »2 -4 GLAZING DETAILS»6-6 ANCHORAGE - _.._....__7 46 DESIGN PRESSURES..._7 -9 ELEVATIONS.....----15-16 CONFIGURATIONS ....17 VERT. SECTIONS_...»» »18 HORIZ. SECTIONS........... 19-20 EXTRUSIONS. .._..... 2223 9. CONFIGURATIONS] SEE DP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 24). A. D.L.O. WIDTH = PANEL WIDTH -7" B. D.LO. HEIGHT = PALL HEIGHT- 8.28' NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 114" OR 5116" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4' ELCO 884 CRETE -FLEX SEE TABLE ON THIS SHEET FOR EMBEDMENT EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (05). 1/4" ELCO St44 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT I8 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/Y THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 118' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL 8E1112 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 13, SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE 6. IF SILL E TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT, 3400 P81 MIN., (DONE BY OTHERS) (MAX 1/4' SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE I8 WOOD, 30# FELT PAPER OR MASTIC 18 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Concrete Screw Anchorage Minimum Embedment and Wnlmtam Edge mamma Requirements Concrete Strength Requirement Head end 510 Jambs Concrete Ulm :Routed MU Grouted MI That 01a. MIn. E nb. 10n. Ed MIn. Emb. Horn. Ed Mm. Min. Ed OW Eamon 114" 1 318 2 112 1 114 2 112 1 3/4 2 1 72 618" 1 314 1 114 1 114 1 1118 1 3/4 2 112 Elm CretsFlex 884 118" 1 3/4 2 1/2 1 174 2 112 Not Recommended Concrete Strength Requirement P.Hook (Anchor Tema) P .Rook Mounting Adapter (Anchor Shear) Concrete Graded CEO Cot/orate Gromsd MU TIP* 01a. Min. Emb. Min..E4 Mtn Emb. Mtn. Id W a. Eab. fen. Ed MM. Emb. Min. Ed Boo Meat= eat= 'U4" 1 3/4 2 1/2 1 314 1 2 112 1 04 2 112 1 3/4 1 114 Elco Crete4gen 884 114" 1 3/4 2 112 Not Recommended 1 314 2 172 Hat Reeranmerxled Concrete Strength Requirement !daeon11 Strength Regdkanenta TYPe Dle. 1a' Unmounted CMU AVM CO Eno Ulbacon 1(4" 2700 psi Grouted CPN AVM C40aahgond emf=ming to Section 21082.12 and tM06otme MIC. MH8° 3800 psi Elan C ete.Plax 534 114° 3350 psi Detbdtlent Emb.. Embedment Ed. Edge Dlatonce Min.. Mhdmnan CONCRETE SCREWS STRENOTt & Fy MIN. =1351(81 Fu M/AL =177KS1 Wood Screws (Head, 5111 & Jambs) In. Type 'fi1(n. Emb. Mk. Ed 872 Wood Screw 1318" 1" Elco Crete -Flex 954 1 318° 1" UNLESS RfliERWISE NOTED GENERAL NOT ,t xe, J $MC Anal Or 8110 84o 14. ask ae4010d , SVC 05105107 11/11 01/08110 11/15/09 goatskin: Rid46ax B A P802010 CODE CHANGE PER NAM DADECOMMENTS R M DADECOMMENTS LPEE 1070 T11OHNOLCDYDRIVE AMASS, 8.34278 PA SOX 1620 NO1t0A68, FL 34274 Ten PIDU(T 0ZVO WI m eiggb wldr Om 1 .I tagivallaa *ale SERIES 770 AL' ri, ..M SGD — LMI w°,m,de e� 8100770 NTS mroxo a 23 I PGT0002 � \t 11Ui1/1, `,.` "0 LYNN AAjjCF �i�� * • Ho. 5870 * —_ i�C� •..Ft.OR\�P'�G' A. LYNN P.E. P.E.S 887e8 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7 -9 I SEE 1111 TABLE DP SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 SEE DP TABLE SHTS. 7 -9 Xp XO, ox, XX, SEE D.P. TABLE, XXp SHTS. 7 -9 SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 OXO, OXX, XXO, XXX, OXXp,p 1 1.1 � T1 FE7 w �M LMy OXXO, XXXO, 0)00( XXXX, A XXp r 7v(1,7 ► CORNER, TYP. POCKET, TYP. �x��x7�L7 POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL BS" OR 0T" INSTALLATION. EXAMPLE: )0X( IN POCKET CONFIGURATION CAN BE p)OOOCp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL. raoDacraavow. me, a.1) -I01 14 egoingas Dab 2. ?01??1?r Ratskste NO CHANGE TH03 SHEET ftroesdEjo SAW Rotatlito SMC Ortftellys SMC 01/03/10 Oste 1140109 Orde B wWhl. A PER MIAMI DADECOMMENTS a -otaer PER Md4M COMMENTS �m II 1070 TECHNOWIX YERNE NOKOMIS, 894876 P.O, 0BQ�f 1629 NOICOA48,XFL 91274 QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LMI ewxaat laic I lore 8 770 NT$ I 2 a 23 POT0002 I C i N, k16EN @'•• .ZFjl': * No. 68705 ' * ENG`‘` A. LYNN P.E.#5010b SEE D.P. TABLE, SHTS. 7 -9 SEE DP TABLE SHTS 7-9 1 t I oxxxo xxxxo, ox00c, xxxxx, XX)(X(p SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE DP TABLE SHTS. 7 -9 NEWLY raL MUFLY [lfi► Np47,7 iti %[7 'CO J�a NB! SEE D.P. TABLE, SHTS. 7 -9 'fF7 %L7 L14 /Ft et NETZEWP AWL:YAM f$7 ff.) NE! NIT fFl elk el f E! iL! /Mall cleLat NEW! EATAFE fPiL! 0))00x0, xxxxxo, oXXXXX, )O(XXXX. XXXXXXp APPROVED CONFIGURATIONS J t J # faseqprEritniglie hespowee No A0tti3 •t *.mow•«» J.J: Oak 10/11H1 C NO CHANGE THIS SHEET 1lW SMC RffstBF SMC Onaraltv Oft SMC 08A76109 on. 01106/10 Hakim 8 P E R MIAMI DADE COANWENTS Mkt 11/10/09 A R MIAMI DADECOMMEN7S amobodiao 40707EGfiIO.OGYDRIVE NOKOAIS, R 54276 P.O BQX1626 NOrKO= FL 34274 QUALIFIED CONFIGURATIONS SERIES 770 ALUM. SGD - LMI 500770 1TS 13 a 23 rvi4P673332 I C APPROVED CONFIGURATIONS: SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7-8 1 OX)000(O, )0XXXXO, OX0XXXX, X)00000(, )000000(p SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, SHTS. 7 -9 f SEE DP TABLE SHTS. 7 -9 O)XXXXXO, )000000(0, OXXX)0(XX, )000000(X, X)00000O(p volimpiskakiikkipikedkt koliblegok 'f av6•4 �s JJ 10!11111 C NC CHANGE THIS SHEET Anwar Oa* &MO 01M100 B PERMIAN DAOE MFEM8 AMn)BA IWO lasenON SA1C 11!!0179 AniAlas A A PER WAM DAOEOQMM8N18 Dryosaa tdede48X Otte low 7SCHNO100YDRIVE NOXOMO. FL 342B P.a BQX1829 NOXOW8 FL 34274 QUALIFIED CONFIGURATIONS rife SERIES 770,ALUM. SGD - LMI eam,mee ,nn MC SS D.d.on so= I SNTS 4 M 23 I PGT0002 now C P.EY 88708 EXTERIOR 3118' HS GLASS .090 DBPVB 3116" HS GLASS 7/16" NOM. 3//" NOM. GLASS SITE 7/16" LAMINATED GLASS TYPES G3 EXTERIOR l4" HS GLASS .090 DBPVB 1/4 HS GLASS 9/16" NOM. 3/4" NOM. GLASS BITE t 9/16" LAMINATED GLASS TYPES G3A EXTERIOR 3/16" HS GLASS .090 SGP 3/16"M GLASS 7/16' NOM. I 3/4" NOM. GLASS SITE t 7/16" LAMINATED GLASS TYPES G4 EXTERIOR ir7iT.-11/4" HS GLASS .090 SGP 1/4" HS GLASS 9/16" NOM. 3/4" NOM. GLASS BITE 9/16° LAMINATED GLASS TYPES G4A maw= WSW is wmpliftwiet ite Ned*. lisleitCade >t. I— tatf3•/rF Itigkelima D weodag Dew 11/11 c NO CHANGE7HIS SHEET Rewey SMC Dote Dee 11/16/09 Itorleree A PER MIAMI DADE COATI KENT S mousy SMC ObodadDe Offife 1070 TECHNOLOGYORIVE NOX08.6.9, FL 3W278 P.O. BOX 1M9 t KOM73. R.34274 GLAZING DETAILS SERIES 770ALUMINUM SGD - LMI _ NTS 1 5 r 23 I PGT0002 C P.E.088708 EXTERIOR 3/18" HS GLASS .090 DBPVB 3/18" HS GLASS 3/8" AIR SPACE 3/1r T GLASS 1" NOM. 3/4" NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES 05 EXTERIOR 3M8" HS GLASS .090 DBPVB 3/18°11S GLASS 5/18" AIR SPACE 1/4" T GLASS 1" NOM. TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5A EXTERIOR 3/18" HS GLASS .090 SGP 3/18" HS GLASS 3/8 AIR SPACE 3/18" T GLASS 1° NOM. 3/4" NOM. GLASS BITE TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G6 EXTERIOR 3/18° HS GLASS .090 SGP 3M8" HS GLASS bN8" AIR SPACE 114° T 1" NOM --► I 1" NOM. TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES GSA newer RICVIIP migpVbeirNi doe 'v' Asasuragoi‘Vitik Rand* Ippoirsdss 10/18/11 xaas°° NO CHANGE THIS SHEET 0 Oft 81I16Po9 Deft 08105/09 Regsbm timiskm A d°ob4SX PER MIAMI DADE COMMENTS 1070 TECHNOLOGY DRIVE NO1COA0$ FL 34275 , FL94274 GLAZING DETAILS 1 SERIES 770 ALUMINUM SGD - LMI I NTS 18 a 23 I�° PGT0002 I C DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - STANDARD STILE - STANDARD ASTRAGAL TABLE 1. > HEAD & SILL (H&S) INTERLOCK, >JAQIB ANCHOR QTY. >P-HOOK 03- 7116° LAMINATED GLASS - G3A - 9/18' LAMN&TEDGIASS - 05- 7 /18' LAMA= LQU.- (3118° 85A- 7/18"LAMNATEDLQU. -( STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS INTERhEDIATEANCHOR QTY. PER PANEL. ANCHOR QTY. Anchor Types: (3/16" KS.tPVB/3116 "H.S.) 1) "114"ELCOULTW,CON (FORMERLY (114° H.S. / PVB / 114° KS.) 2) "114" SS4 CAME-FLEX TEMP. / AIR/ 3/18°H.S.I RIB I 3/16° H.S.) 3) "5/18° ULTRACON 114° TE3P / AIR 13/18"H.S.1 FMB/ 3118°H.S.) 4) Ni12 STEEL SCREW (G5) • SEE ANCHORAGE NOTES 1 & 2 ON H & S. TARON 1. SHEET UNIT HEIGHT 80 84 90 CO +48.67 PSF NOM. PANEL WIDTH FRAME SIDE Z v 0 40 4° N o m c 1,2 -CONC `� a N ca v a GLASS TYPE- 3, 3A, 6, 5A +60 - 60.0 +60 -60.0 +80 -60.0 +80 -80.0 24 H&S 04 +1 C4 +1 C4 +2 C4+1 C4 +1 C4 +2 C4 +1 04 +1 C4 +2 04 +1 04 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 6 5 5 5 5 5 6 6 5 5 5 GLASS TYPE - 3, 3A, 5, 6A +80 -60.0 +60 - 80.0 +60 -80.0 460 -60.0 30 ' H &S C4+1 C4 +1 04 +2 04 +1 C4+1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 04 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -I-100K 5 5 5 6 5 5 6 5 6 6 6 5 GLASS TYPE - 3, 3A, 5, 5A +60 - 60.0 +80 - 80.0 +60 -60.0 +60 -60.0 36 H&S C4 +1 C4 +1 04+2 04 +1 04 +1 C4 +2 04 +1 04 +1 C4+2 04 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 5 5 5 5 5 5 5 6 5 6 6 GLASS TYPE - 3, 3A 8, 5A 480 -60.0 +80 -80.0 +80 -80.0 +80 -60.0 42 H &S C4 +1 04 +1 C4 +2 04+1 04 +1 C4+2 04 +1 04 +1 C4 +2 C4 +1 04 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 5 6 6 5 5 6 6 6 6 8 8 GLASS TYPE - 3, 3A 5, 5A +60 -80.0 +60 -60.0 +80 -60.0 +60 -80.0 C4+2: CO I H &S 04 +1 04 +1 C4 +2 C4 +1 C4+1 C4 +2 04+1 04 +1 C4 +2 C4 +1 C4 +1 JAMB 10 10 10 10 10 10 10 10 90 10 10 P -HOOK 5 5 6 6 6 6 6 8 6 7 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 114 SILL. 2. WHEN USING THE 2112° SILL, POSITIVE WATER DP 15 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3.4 ", 3 114" AND 21/2° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 15 NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. O EXAMPLE ON SHEET 10 DLO WIDTH= NOM. PANEL WIDTH - r DLO HEIGHT Q NOM. PANEL HEIGHT - 825° TABLE 1A SILL HT. VS POS. DP SILL RISE ( +) DESIGN HEIGHT LOAD FLUSH 1 -1!2" WA LOW 2 -1/2° +48.67 PSF MED 3-1/4" +80.0 PSF HIGH 4° + 80.0 PSF SEE NOTES 1 -3 STANDARD ASTRAGAL STANDARD STILES 90° OUTSIDE CORNER 90° INSIDE CORNER rOH LENGTH - r- OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER OH HEIGHT L SEE NOTE 3 �.8ii the MA& aMrt 1170 Rend Bs 10111/11 Oar OVUM NO CHANGE THIS SHEET PER 6EMD PAW c0M ENr8 Ra1481c 8610 aft 11/IGCB Asvistonv A PER6 DADECOMMEN B Ommgx 6410 09105/09 088818187 affix 1070 TECHNOLOGY DRIVE NOKOMIS, F1.34275 P.O. BQX 1828 AVICOMI8, iL34274 DPANDANCHORAGE Tie SERIES 770 ALUMINUM SGD - LMI ae434834 8m4e &°r¢ s0I2 `1 1 NTS 7 "abaft PGT OOD2 4- C DESIGN PRESSURE AND ANCHORAGE- UN- REINFORCED -HENN DM/ME -STANDARD PSTRAGN, TAB7^ > HEAD 58&L (H&S) 2088.00(5 STRAIGHT& OORNBIASTR40AL CU STERFL S INT RGED &TEALCHOR0TY. PFRPA88.11 &S. > JAMB ANCHORQTY. >RHDOIANC HORQTY. Anchor Types: G4- 7 /1(0•LA88TE•D GLASS (3I18 HS. lscPI3HS•HS.) 1)' 181 ELCQ ILT5+0ON (FORMERLY TAPODN 04A • 816' LAN04A'R•DOLASS (1 /4' HS. /SGP/ WO HS.) 2) 914°854 CREME< 06 -7/16' IA8Y1T®LQLL- (3/16' TB,R /AR/ 3(18•1124 1SDP/ 3/18°H.&) 9) '8118° IM.TRACON 06A -7118° IAM+T®LQ.LL- (114' TSP. /AR13/16 H& /SOP /3/16' H&) 4) 1112ST+SSC5N(G5) 'SEEANCH0RA0EADIES 1 &2ONSHEEN. SLL RISE UNIT HEIGHT 80 84 90 WA 102 108 114 120 NOM. PANEL N4DTH FRAME SIDE N m 11111 N N O N pp O N N V N N O N N N p KN9 N N C N 15 �Q j Y ems TYPE - 4,4A.6,6A 80.0 .60.0 60.0 60.0 60.0 40.0 609 -80.0 60.0 -80.0 80.0 60.0 80.0 60.0 80.0 60.0 24 1185 C4 +1 C4+1 C8+2 C4 +1 C4 +1 C8+2 C4+1 04 +1 06+2 C4+1 C4 +1 C8+2 04 +1 C4+1 08•2 04 +1 C4+1 08+2 C4+1 C4 +1 C6+2 C4+1 04+1 C8+2 JANE 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-HOOK 5 5 5 5 5 5 5 5 5 6 6 5 8 6 6 6 6 8 8 6 6 6 6 8 GLASS TYPE -4, 41%,6, 8A 80.0 60.0 80.0 - 80.0 60.0 -80.0 60.0 -80.0 809 60.0 60.0 -60.0 80.0 60.0 60.0 -60.0 30 H&S 04+1 06+1 08+2 04 +1 04+1 C8+2 04 +1 04 +1 06+2 04 +1 C4+1 06 +2 04 +1 04+1 C8+2 04 +1 04 +1 06 +2 04 +1 C4+1 05+2 C4+1 04+1 C8+2 .W12 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P - H O O K 6 6 6 6 5 5 5 5 8 5 5 5 6 8 8 8 6 6 8 6 6 6 8 6 GLASSIWE -4. 4A 8, 8A 60.0 60.0 80.0 -80.0 60.0 40.0 60.0 -60.0 60.0 -60.0 60.0 -80.0 809 -60.0 60.0 .60.0 38 11&8 C4+1 C4+1 C8+2 04 +1 04 +1 08 +2 C4+1 04+1 C8+2 C4+1 04 +1 C6+2 C4 +1 C4 +1 08+2 C4 +1 04+1 C8+2 C4 +1 04+1 C8+2 04+1 04+1 C8+2 JAMB 10 10 10 10 • 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 6 5 6 5 5 5 5 5 5 5 6 6 8 8 8 6 8 7 7 7 7 7 7 GLASS TYPE - 4,4+6,6A 609 -80.0 60.0 -80.0 60.0 60.0 60.0 -80.0 60.0 -60.0 60.0 60.0 60.0 40.0 60.0 -80.0 42 HAS C4 +1 04 +1 08+2 04+1 C4+1 08 +2 C4+1 04 +1 06+2 C4+1 C4+1 C8 +2 C4 +1 C4+1 C8+2 04 +1 04 +1 C8+2 C4 +1 04+1 06+2 C4+1 04+1 C8+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 5 5 8 8 8 6 8 8 8 6 5 7 7 7 7 7 7 8 8 8 8 GLASS TYPE -4, 4A, 8, 8A 80,0 60A 80.0 -60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 -60.0 80.0 609 80.0 -609 48 I H&S C4+1 C4+1 C8+2 04 +1 04+1 06+2 C4+1 C4 +1 06+2 C4 +1 C4 +1 06+2 04 +1 C4 +1 08+2 04+1 C4+1 06+2 04+1 C4+1 06+2 04+1 C4 +1 C8+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 6 5 5 8 8 8 5 0 0 7 7 7 7 7 7 8 8 8 8 8 8 9 9 9 °LASS TYPE - 4.4g8,OA 80.0 60.0 509 -60.0 60.0 -80.0 60.0 60.0 PANELS OVER 48" WIDE NOT AVAILABLE OVER 96" HIGH 54 1188 04 +2 C4 +2 06+2 C4 +2 C4 +2 C5+2 C4 +2 C4+2 05+2 C4+2 C4 +2 C5+2 JN 10 10 10 10 10 10 10 10 10 10 10 10 P HOOK 6 6 8 6 6 6 5 6 7 7 7 7 G.A6STYPE- 4,4A6,SA 60.0 60.0 60.0 40.0 60.0 40.0 60.0 H&S C4 +2 C4 +2 C6+2 C4 +2 04+2 05+2 C4 +2 C4 +2 C6+. C4 +2 C6+2 I. 60 ) CD JAW 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 6 6 8 6 6 6 7 7 7 7 7 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114° SILL 2. WHEN USING THE 2112 SILL, POSITIVE DP IS 46.67 PSF MAX WHEN USING THE 4° SILL POSITIVE DP 1S 60.0 MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.211', 3114° AND 4' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 Ur SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM) THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. O = EXAMPLE ON SHEET 10 TABLE 2A SILL HT. VS POS. DP SLL RISE ( +) DESIGN )lEIGFR LOAD ROSH - 1 -1/2" WA LOW -2 -112" +48.67 MP RED - 3.1/4" +60.0 PSF HOP - 4" +MO PSF SEE NOTES 1 -3 OH HEIGHT L STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR9 FOR 90° INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - DLO HEIGHT = NOM. PANEL HEIGHT - 8.25° OH LENGTH al OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 Ro.�wL 2011/11 NO CHANGE THIS SHEET itrad5r 9811 Rom d SAW 0116810 Mac 010559 fiefdom / A PER M IM//x0 50IMIMENTS PERMIAN IDADE001 MEN78 +885+. SMC twhe 08/0BI09 Casobdify 107OI8GHIOLOGYDRIVE 8040103,+134275 P.O.OQX 1028 NOKOMIS, FL 34274 DP AND ANCHORAGE SERIES 770 ALUMINUM SGD - LMI 80D770 swag agog NTSI 8 «23 I PGT0002 ( C It `NNN` OM hju,I' /iii JOENSF. • y k No. 68105 is _ sTA ' / /g810��P)�A��N, %N % \� A. LYNN M IU. k P.E. P.E.#58705 DESIGN PRESSURE AND ANCHORAGE -UN- REINFORCED -HEAVY DUTY STILE - HEAVY DUTYASTRAGAL TABLE3. > HEAD & SILL ( H&8) INTERLOCK, > JANS ANCHOR CRY. >RHOOKANCHOR G4- 7H8" LAMINATED GLASS - (34A - 9118" LANSATED GLASS - G6- 7 /16"LAMIdAATEDMU. - (316"TBAP. G6A - 7/16° LAMIN ATE) LM.U. - (1/4" STRAIGHT &CORNERASTRAGAL CLUSTER PLUS INTERNEDIATE ANCHOR CRY. PER PANEL H &S, QTY. Anchor Types: (3/16" H.S. 1 80P/ 3116" H.S.) 1) " 114 "B.COLATRACON(FORA4RLYTAFCON) (114" RS / SOP/ 114" H.S.) 2) "114" 854 CRETErFLD( ., AIR /3/16" H.S. /SGP /3/16' H.S.) 3) *WV 11LTRACON TED P. / AIR I3/16" H.8 I SOP/ 3/16" RS.) 4) W12 STE83. SCRIM (G8) ' SEEANCHORAGE NOTES 1 & 2 ON SHAT 1. UNIT HEIGHT 80 84 90 98 NOM PANEL WIDTH FRAME SIDE 6 01 °- 6 9 V N o N g P.f 9 4 N a N - 5 M 1 ' N § N �- U t7 , g ' N GLASS TYPE -4, 4A, 6, 6A 90.0 -90.0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 24 H&S C6+2 C6 +2 C8 +2 06 +2 06+2 C8 +2 06 +2 C8 +2 06+2 06+2 06 +2 06 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 5 5 5 5 5 5 6 5 6 8 6 6 GLASS TYPE -4, 4A 6, 8A 90.0 -90.0 90.0 - 90.0 90.0 - 90.0 90.0 -90.0 30 H &S C6 +2 C8 +2 C6+2 08+2 06+2 06 +2 C6 +2 06 +2 C6+2 C8+2 C6 +2 C8 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 8 6 8 6 8 6 6 8 7 7 7 7 GLASS TYPE -4, 4A, 8, 6A 90.0 . - 90.0 90.0 - 90.0 90.0 -90.0 90.0 -90.0 38 H&S C8+2 06 +2 C8 +2 C6+2 C8 +2 C8 +2 C8+2 C8 +2 C8 +2 C6 +2 C8+2 08 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 8 8 7 7 7 7 7 7 8 8 8 8 GLASS TYPE -4, 4A 6, 6A 90.0 -90.0 90.0 -90.0 90.0 - 90.0 90.0 -90.0 42 H&S C8 +2 C8 +2 06 +2 C6+2 06 +2 C8 +2 08 +2 C8 +2 08+2 C6 +2 C6 +2 C6 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 7 7 7 7 7 8 8 8 8 9 9 9 GLASS TYPE -4, 4A, 8, 6A 90.0 -90.0 90.0 - 90.0 90.0 - 90.0 90.0 -90.0 48 H&S C8+2 06 +2 06 +2 C6+2 08+2 C8+2 06 +2 C8 +2 C6 +2 C6 +2 06 +2 C8 +2 JAMB 10 10 10 10 10 10 10 10. 10 10 10 10 P-HOOK 8 8 8 8 8 8 9 9 9 10 10 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 1/2° SILL, POSITIVE DP IS 46.67 PSF MAX AND WITH THE 31/4" SILL, POSITIVE PRESSURES 1S 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3.21/2", 31/4 ", AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM) THIS CONDTITON 1S NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. HEAW DUTY ASTRAGAL HEAW DUTY STILES PSI. 90° OUTSIDE CORNER TABLE 3A SILL HT. VS POS. DP SILL RISE ( +) DESIGN HEIGHT LOAD FLUSH - 1-1)2" NIA LOW - 2 -1/2" +46.67 PSF MED - 3-1/4" +60.0 PSF HIGH -4" +90.0 PSF SEE NOTES 1 -3 DLO WIDTH = NOM. PANEL WIDTH -T DLO HEIGHT = NOM. PANEL HEIGHT - 8.254 90° INSIDE CORNER rOH LENGTH 1 E OH HEIGHT OVERHANG OH LENGTH 014 HEIGHT EQUAL TO1 OR GREATER SEE NOTE 3 Hon= Itf ax. YsYIMlyYi web&KHodes Webs Coes AssipeceseNe 11-101 .14 JJ_J 111/19 Crap Rmdirx craw 8NC 0113/10 0 wee poommic SAW WINS A 3(* oxbow By Wm 3MC 08105/09 Read* NO CH4NOETMS SHEET PER NAM IDADECOMMENTS PER MAW DADS COMMENT3 10707 0/1N0L00YDRIVE NOICOMIS, FL 34275 P.O. BQX 9829 NOKO3424. FL 34274 DP AND ANCHORAGE 1t SERIES 770 ALUMINUM SGD - LMI 800770 Beetc NTS Sheet 9 a 23 I PQ70002 I C ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1) 114 ELCO ULTRACON (FORMERLY TAPCON) 2)114" ELCO 334 CRETE -FLEX 3) W16" ULTRACON 4) #12 STEEL SCREW (06) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 14, SHTS. 7-9: HEAD & SILL ................ 8' MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90° CORNER ON SHT. 11-12. JAMBS & P- HOOKS... 8" MAX FROM BOTTOM AND 21" MAX O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7-9. SEE P -HOOK ANCHOR DETAILS ON SHEETS 14-15. ANCHORS PER PANEL" ARE 8" MAX. _ _ — - INTERLOCK — - THOSE AT THE HEAD AND SILL ▪ 3'b° CENTERLINES 1 BETWEEN CLUSTERS OR THOSE •I 0 °I 1 ."1/ BTYP BETWEENACLUSTERANDA FRAME JAMB OR P -HOOK 2.04" - 4.061' � 1 S b° EXAMPLE OXX ANCHORAGE PLAN: TYP. (3) PANEL, 48° x 96° DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EE CLUSTER DET., SHT. 11 o 0 4.051" of b ASTRAGAL INTERIOR CENTERLINE 1' 8° MAX • t0 , • 1 35' 24" MAX O.C. C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL 2 -TRACK EXAMPLE SHOWN) . (14)ANCHORS TOTAL 24' MAX O.C. i 0 SEE CLUSTER DETAILS, SHT. 11 3.5" TYP. P-HOOK ANCHORS - INTERLOCK CENTERLINE 3.8" TYP. EXTERIOR 0 • C4 +2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND ATSILL 2 C4 2 C4 2 C4 2 II x x ■ x x % x 8' MAX • •x • 10" MAXI_ SEE NOTE �• •� 3° BELOW -'�,• 14" LC. • 8" MAX • % x x x % % % MAX xOFRAME ANCHORS • - •.PHOOK • ANCHORS • 3" MAX 10' MAX. • x x x L. 6' MAX, TYP. • • • SEE TYP. JAMB CLUSTER DETAIL BELOW 8" MAX % 1 MAX 0.C. • % x x % II x 8" • % % 24" MAX. L-- 90° CORNER (10) ANCHORS PER JAMB (SEE SHEET 13 FOR CLUSTER O.C. SPACING EXAMPLE OX -90° OUTSIDE CORNER XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96° DOOR FROM TABLE Z SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE INTERLOCK CENTERLINE SEE CLUSTER DETAILS, SHT. 11 • SEE CLUSTER DETAILS, SHT. '12 8" MAX NOTE: SEE DETAILS S &TON SHEET 14 & DETAILS MM & NN ON SH 15 FOR P -HOCK ANCHORS III 1 3.6' 2.04° TYPICAL JAMB CLUSTER FOR DETAILS M. N. Q. P. 0 & R, 4.051' MIN. O.C. EXTERIOR PIODUCT Remo Wi n• 11 -tol / ar L teMrdaer 0 xxxmz 10/!!H! C NO CHANGE THIS SHEET Roo d Or ENO Read fir ou•rfo 8 A°xrase A am,mmesy RJA PER MN MIS DaMC !!!10!09 befog COMMENTS Vets 1070 TECHNOLOGYORNE ROXOAvg. FL342/0 P.O. 8QX M20 mama A.34274 ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUMINUM SGD - LMI SODnO Sale NTS One 10 a 23 10.4.2m, PGT0002 r INT. To—INTERLOCK CENTERLINE 1.76 r INT. AS AGAL OR 1 F.-INTERLOCK CENTERLINE X3.6 L 2-TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER -C4 1AT 1 AMA MR INTERLOgC--'7 CENTERLINE I —•d 3.6 '1 4.072 3-TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER -C4 riaTRADACUIr INTERLOCK CENTERLINE I L 2- TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER -C6 RallWRIAErilr 1 INTERLOCK I CENTERUNE I ='6 • 2.040 !t i• r 3.6 I 17— t =Ir 1 L 2- TRACK. ASTRAGAL INTERLOCK ANCHOR CLUSTER -C8 farargrOIT TN—INTERLOCK I CENTERLINE 1.76 4.051 2.040 In T. �— 3b f1 4.0721 4.049 j 1-YiMC ' - ' c ' 71NTEI'iLa5Z' ANCHOR CLUSTER -05 4.061• 4 -TRACK ASTRAGAL! INTERLOCK ANCHOR CLUSTER -C4 44 -TRACK ASTRAGAL / INTERLOCK� ANCHOR CLUSTER -C6 rAVRIMEDit t INTERLOCK CENTERUNE I 7 - -- 3.6 3-TRACK ASTRAGAL / INTERLCCK ANCHOR CLUSTERS - C6 pcummray 1 INTERLOCK ice' CENTERUNE INT. 4-TRACK. ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C6 NOTE ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. • rtomol r*EVl*D omoorriol sadism. 1N ., ' Rendes Frewiss bar 4v19 nage nem Rakbas NO CHANGE MIS SHEET xamrex SMO sAx Reelsbak A PaRMwMeADSCOMMA= SMC 0595/08 asemd6x AAA 1070 TATIMVOLOOY DRIVE NC4COMSAA Ft. 3427S P.Q 5QX1828 NDXOM=B, PL $4274 ANCHORAGg EXAMPLE CLUSTERS mK SERIES 770 ALUMINUM SGD - LMI NTS 111 , 23 i� PGT0002 I Saittable `N``g1\1ILNNNt4i;'� '`p `: 4.2 - 5..NSQ *,: • '• No. 5870 A. LYNN Mg P.E. P.M!! 58705 s r 111 -2.04 3.889 - a sI 3.5 1 1 2- 1RACK, 90° OUTSIDE CORNER SHOWN. 2- TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER -C4 1 11 "11 "11" 2.04 INT% `.` 3.889 0 1 _ '^ 1 L 3.8 3- TRACK. 80° OUTSIDE CORNER SHOWN, 3- TRACK. 90° INSIDE CORNER SIMILAR (OPPOSITE) 043 ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS 1 r INT. 2.04 3 3.889 2- TRACK, 907 TI7 SIDE CORNER SHOWN. 2-TRACK. 90° OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER -03 USED FOR C5 AND CB —'t I a� 3.889 � 1 EXT., , -.n 2.04/ i 4-TRACK. 90 INSIDE CORNER SHOWN,, • 4- TRACK. 90° OUTSIDE CORNER SIMILAR (OPPOSITE) C-8 ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. wr+scw.w 6 t y Daft5 I,A atttt I J.J. J aw 0H1111 RdC Drew DSO ReaDDA SMC 05 Drew 0501010 e Dew 1SIDDS Der Mow NOOHANDETHIS SHEET PER M$M1DAVE COMMIS PER MWOAADECDMMENTS ouaz 1070 TECHNOLOGYDRNE NOKOMIS F134275 as &qx 1029 NOHOAO$ FL 342/4 ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUMINUM SGD - LMI 500270 I NTS 112 d 23 19'4V4P137V002 1' MIN. E.D. TYP. 21)16' O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 WA MAX. 114* -� Ik�l ICI t SHIM SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1 "MIN. E.D. TYP. EXT. 1 3/8" MIN. 21/16" O.C. TYP. DETAIL A, 2-TRACK FRAME HEAD DETAIL B. 3-TRACK FRAME HEAD WOOD INSTALLATION WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 SEE ANCHOR 21116' 1' MIN O.C., TYP. ED., h.— TYP. DETAIL E, 2 -TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 6 SHT. 1 (1/4" MAX.) SEE ANCHOR NOTE 8 SHT. 1 1/4 { MAX) EXT. AI M41 I_1I1 SEE CHART, SHT. 1 21/16' O.C. TYP. NCRETE SEE CHART, SHT. 1 21/16' O.C. TYP EXT. 1/4' MAX SHIM NCRETE ANCHOR DETAIL C, 2 -TRACK FRAME HEAD 2x WOOD BUCK TYP., CONCRETE INSTALLATION SEE ANCH.NOTE 3, SHT. 1 114" MAX SHIM' SEE ANCHOR NOTE 1, SHT. 1 DETAIL D, 3 -TRACK FRAME HEAD CONCRETE INSTALLATION 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 2x WOOD BUCK TYP, SEE ANCHOR NOTE 3, SHT. 1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 21 /16' 1MIN E O.C., TYP. ED, TYP. DETAIL F. 3-TRACK FRAME SILL WOOD INSTALLATION CONCRETE DETAIL H. 3 -TRACK FRAME SILL CONCRETE INSTALLATION SEE CHART, SHT. 1 SEE CHART SHT. 1 21/16° O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL J. 4 -TRACK FRAME HEAD CONCRETE INSTALLATION rg 21)18° O.C., TYP. SEE ANCHOR NOTE 6 SHT. 1 (1/4" MAX) 1 318" MIN. • ��.yy� �1. I: SEE CHART, SHT. 1 DETAIL G. 2-TRACK FRAME SILL CONCRETE INSTALLATION SEE CHART SHT. 1 21/16' O.C., TYP. 1" MIN ED., TYP. 318° MIN. WOOD ANCHOR TYP SEE ANCHOR NOTE 2, SHT. 1 DETAIL L 4 -TRACK FRAME HEAD WOOD INSTALLATION, 2x WOOD BUCK TYP„ SEE NOTE 3, SHT.1 SEE ANCHOR NOTE 6, SPIT. 1 (114" MAX.) rigOASCT Mak WOOD ANCHOR TYP, SEE ANCHOR NOTE 2, . SHT. 1 � ; 21)16" O.C., TYP. �" 1E D., DETAIL K, 4-TRACK FRAME SILL TYP. WOOD INSTALLATION iteadEr RMOBr Rolgter SMO SAGO OPP OfA090 Des 11/!0/18 Rabbis Parka R°bb,e A NO CHANGE THIS SHAT PER MAN 1DADEOObME4T8 PERIN/AOOAD:6COMMENTS meaner SMC mar 08/08108 amts il* OPs 4070 TECFPQLCIIYVRNE NOKOA88 H.34275 P.O. BOX ISM NOKOAO.4, P134774 ANCHORAGE DETAILS SERIES 770 ALUMINUM SGD - LMI sewme 18.1s eels sanno I NTS1 13 of 23 I�° P0713002 I C P.E#88705 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 21/18° O.C., TYP. SEE ANCHOR NOTE 6, SHT.1 (1/4" MAX) ONCRETE 114° MAX SHIM -1 SEE CHART OM f SHT. 1 • SEE CHART, SHT 1 DETAIL L, 4 -TRACK FRAME SILL CONCRETE INSTALLATION 13/8° MIN. 114° MAX SHIMy� I I EicT.. °i °L WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT.1 1" MIN. 1/4° MAX SHIM iii i 71114 — 511111 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 DETAIL M. 4 -TRACK FRAME JAMB WOOD INSTALLATION P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK INSTALLATION ANCHORS SEE CHART SHT. 1 1/4" MAX SHIM -►� CONCRETE ANCHOR TYP., SEE 13/8° MIN, ANCHOR I NOTE 1, 1 SHT.1 MIN. 21/18° DETAIL O.4 -TRACK FRAME JAMB O.C., TYP. CONCRETE INSTALLATION 1 3/8° MIN. DETAIL N. 2 -TRACK FRAME JAMB WOOD INSTALLATION WOOD FRAMING 1 3/8° MN. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 114° MAX SHIM 21/18° O.C., TYP. 1° MIN. ,0:. DETAIL P, 2 TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART SHT. 1 21/16° O.C., TYP. 3.s TYPIGL JAMB CLUSTER FCR DETA8.8 M. N. 0. P. Q & R SEE CHART SHT. 1 114° MAX SHIM -01 err CONCRETE �II�`I Z:;;y. SEE CHART ANCHOR SHT.1 TYP., SEE ANCHOR NOTE 1, SHT. 1 ii,i��l' _ 21 /18° 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 O.C., TYP. DETAIL R.3 -TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART, SHT. 1 P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS NCRETE /MASONRY (GROUTED BLOCK ONLY) DETAIL Q, 3 -TRACK FRAME JAMB WOOD INSTALLATION ?MIN. 3/4" MIN. 2.693° MIN. EXT. DETAIL S. P-HOOK WOOD INSTALLATION WOOD ANCHOR SEE ANCHOR NOTE 2, SHT.1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION. 1 114 °IN. SEE CHART, SITY.1 E.D. 7YP. EXT. 2.693° MIN. DETAIL T. P-HOOK CONCRETE INSTALLATION NRY SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, Wad B Dew 10/11111 WWI NO CHANGE THIS SHEET timodIPA SSC SMC Ommep SMC ably CUOMO Oefc 11/1800 ttes 08Po5N9 rorcan Rektor 0 A PER MIAA0 DAM COMMENTS PER MWb44DECONJOIN 1070 7ECHNOLOGYDANE NOK0b113, FL 34278 P.O. 0QX 1670 flOICOMIS, FL 34274 ANCHORAGE DETAILS 71 SERIES 770 ALUMINUM SGD - LMI &ar°kee bade aar° 800770 NTS I 14 d 23 I POT0002 I C P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS WOOD FRAMING 1 318° MIN. 1° MIN. P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID-SPAN BETWEEN P -HOOK INSTALLATION ANCHORS WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.893° MIN. DETAIL MM, P -HOOK FOR BOX RISER WOOD INSTALLATION n-r" rr sass 9 Brill I e PANEL n PANEL TYPE I TYPE 1 e 'A a 'QS' I1 o- I o 1 /, I Y i' 9 i I1 1 I 1 1 11 1 I p 0 UlAaaaa=aaaMmaana a DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = NOM. PANEL HEIGHT - 8.25' SEE CHART, SHT. 1 •NCRETE /MASONRY (GROUTED BLOCK ONLY) DETAIL 'V', SHT.18, ANCHORAGE DETAILS 'A' &'C', SHT.13 \DETAIL'U', SHT.18, ANCHORAGE DETAILS 'E' &'G', SHT.13 XX-90° CORNER XX (2 TRACK INSIDE 90° CORNER) INT. 'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES RwedB,e Oaks Re da= J.J. 10111111 C NO CHANGE THIS SHEET RenadOB Aft tbrAdome 0!05110 8 8840 8840 Omni* Dox MAC 0806/08 RwldmC 1f/g1109 mos00r°F PM4b5A8BDADE00MM '478 PEA WAN DACEBOWEVl8 Bake 1070 'TECHNOLOGY DRIVE wows, 8.34276 P.O. BQX 1820 NOKIA= FL 34274 SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION, 2.893" MIN. DETAIL NN. P -HOOK FOR BOX RISER CONCRETE INSTALLATION ETAIL'EE', SHT.19, ANCHORAGE DETAILS &'P', SHT.14 DETAIL 'BB', SHT. 19 DETAIL 'KW, SHT. 20 HORIZONTAL SECTION B-8 810 X 1.60° PH SMS PANEL CORNER DETAIL rstoDuCr wow. =wit 4M PN41lt fir*. »Icl IS lSkd� t�. FRAME CORNER DETAIL ANCHORAGE DETAILS /EXAMPLE ELEVATION SERIES 770 ALUMINUM SGD - LMI Seseblaft Gear 880770 I NTS Are 15 a 23 1 PGT0002 I C P.E.058705 DETAIL 'CC', SHT. 19- ,- DETAIL BB'. SHT. 19 �ZDETAIL'FP, SHT. 19. tvJ DETAIL 'EE', SHT.18, DETAIL 'V', SHT.18, ANCHORAGE DETAIL 'N' & ANCHORAGE DETAILS N' ANCHORAGE 'P', SHT. 14 &'P'. SHT. 14 DETAILS W & G', 3Fff.13y NOTES: SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHT.18 DETAIL 'U', SHT.18, ANCHORAGE DETAILS 'E' OXXX (2 TRACK) &'Q', SHT. 13 EXAMPLE 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS. 7 -18 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - r DLO HEIGHT = NOM. PANEL HEIGHT - 827 3. (1) LOCK (ITEMS 70 & 107 -110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. r9,,,,>=a r= r = °9 -1 r 9 -a I PANEL 111 TYPE I TYPE I l t A a 'CS' nt a III a III ' I 111 a I t a tat 0 Itt 0 111 a III a 111 a iii �% I t:6 = = = = = = =d P. d 1,14 :xa> 4=6 aael tlr ArL nt PANE MAX. HT. SEE DP TABLES )0(-90° CORNER-)0( (2 TRACK DETAIL DE SHT.1 � ANCHORAGE DETAILS 'E' 90 °OUTSIDE CORNER) - EXAMPLE n13', SHT. 13 DETAIL V, SHT. 18, ANCHORAGE DETAILS 'A' & G', SHT. 13 %-DETAIL 'EE', SHT. 19, ANCHORAGE DETAILS 74' & SHT. 14 DETAIL 'BB', SHT. 19 DETAIL :W', SHT. 20 INT. EXT. HORIZONTAL SECTION A-A DETAIL 'CC', SHT. 19 ,f DETAIL '28', SHT. 19 "'DETAIL 'OD', SHT. 19, DETAIL AA' SHT. 19,' ANCHORAGE DETAILS Q' ANCHORAGE DETAILS 'S' &'T, &'R', SHT. 14 SHT. 14,'MM' &'NN', SHT. 15 DETAIL 7C SHT. 18, ANCHORAGE DETAILS 'B' &'D', SHT. 13 �_ T AX 1 PANEL P PANEL 1 1 POCKET 8 / PANEL 1 PANEL P OXXXP (3 TRACK RIGHT POCKET) DETAIL', SHT. 18, EXAMPLE ANCHORAGE DETAILS'F' &'H•, SHT. 13 DETAIL 'BB', SHT. 19 DETAIL'HH', SHT. 19, ANCHORAGE DETAILS 'M' &'O', SHT. 14 1 DETAIL 2, SHT.18, ANCHORAGE DETAILS T &'J', SHT. 13 PANEL TYPE PANEL TYPE 4 X PANEL TYPE 'F' 0 PANEL TYPE 'IC 0 SEE NOTE C3 i MAX. HT. SEE DP TABLES XXXX (4 TRACK BY-PASS) EXAMPLE DETAIL 'Y' SHT. 8, ANCHORAGE DETAILS 1C SHT. 13 & V, SHT. 14 ?IiODUCT I8RVt8W9 ra ppipylgwaitaa/Mrlda Awagehlaw 1119 t-tbt Ominitims Me 7- Ibrr1* timer J.J. ?0111/!1 C 8.9903: 8M6 Ustx OVOID Aned$ Oats 1f mm°,ep. aeba 08M SMC Rarlskas 8 mob= A cmeeua8: RJA NO CHANGE THIS SHEET PER d0N010AOECOw. EM3 PERMb1N] OAoECOMMaNT3 Oft 1070 TECFONOLOOYMtNE N019O1,199. FL 34278 AQBQX1bO NO1609118, FL 34V4 ossataks EXAMPLE ELEVATIONS SERIES 770 ALUMINUM SGD - LMI 8017770 NTS 116 d 23 m++n PGT0002 I c `� `‘' 1 I $4YNNM /( /`// /j * 10.58705 sixre ��SS�ON��R��L�� A. LYNN BMt�, P.E. P.E088705 Gt- PANEL LETTER PANEL LETTER NOTE: P SSVCaLE FIXED �J asrnac+as 1. SEE OP TABLES FOR PANEL WIDTH $ APPLICABLEASTRAGALB INTERLOCKS. L f INTERIOR rrT BJTERLOCK LOCCS78E ! RLOC M � , locl_Tn-E , Tns777noaL Boxa/q FIXED CS SINS E OUT LOCKST!LE RECEP/ER SVrERLOCIc T AS7 ' LOCKSTRE SC w711RL0 ERloCK RECEIVER 8 FUGED 4t �t s gg�pBAL LOCKST4E Ctrl CSR SIB (ALL PANEL TYPES) J3. EXTERIOR we csm.E EfTERZOCdc S fD�D ASTRAQRL SQ SINGLE CORD — LocKSTS.E Iro ,NTERLOCK LocJcsm.E LAS cORNERTh. K tR SA C/ :' . O L C A IC $Nr xK LOCH E B S1NGiLE SSE CF CORNER Fp® RECEVER BlTEH1OCK INTERLOQC LXX8T E FrMOCKiC Ft., FIXED L E RJR EPP 51I I t! t/ LOrJ�TRE KR4ThRWQK RR LOcNOLE IOC E >N K U LC LDE ouT U^�� LOCA63THE AWtERLOCIC LOCK37N.E * * d _ . � . G isi ,NS, o s�. ` tt o o ss LSOt L A I t ' . 2?� ONA A.LYNN P.E DLOCKSTIE INTERLOcK J __ gsRgpu LOCK3TfLE our J.J. � C NOCNANGE77A33HEET ao sgxae� Norcou$ rs34270 PANEL TYPES SERIES 77OALUM 1NUM SGD - LMI r n 805/09 N 1T SILL RISERS OPTIONS FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER C] EXTERIOR INTERIOR E (ALL VERT. SECTIONS) HIGH BOX SILL RISER FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER DETAIL' LL' SCREEN AT HEAD DETAIL 'U' DETAIL W DETAIL' 1^ DETAIL' MM' SCREEN AT SILL raeaucroOsip At Pled► AMMOsawlkoiyak IMphroPmalhat NI NO* Dog Rw4Wer J.J. 90/91111 C NO CHANGE THIS SHEET AragOs x.0110 SAM armar coom MONS09 RJA ozo D9/ONlO 8 49R@98 A SMC COO. d op PER WAN /DADECOMMIS PER h4AM1DADEcOA 118 VON 1010 TECHNOLOGY DRIVE NOICOMIS, FL soars P.O. BQX 9628 NOKOMIS, F 3427 VERTICAL SECTION DETAILS SERIES 770 ALUMINUM SOD - LMI rNTS 8 d 23 I POTO0O2 0 P.E.88I08 DETAIL 'CC' HEAVY DUTY ASTRAGAL AND STILES DETAIL 13B' DETAIL' EE AT MIDSPAN DETAIL 'DD' (FIXED PANEL) 4' INTERIOR (ALL HORIZ SECTIONS) 0. EXTERIOR AT MIDSPAN DETAIL 'FP (FIXED PANEL) `ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE DETAIL 'Hi' DETAIL IP DETAIL 'NN' SCREEN AT MIDSPAN DETAIL 'MT (FIXED PANEL) AT IAMB R 10/11/11 NO CHANGE THIS SHEET Altssd aF 8MD JLwa9F 8MC pcweF SMC Osfa OMM110 noic MOW 08/08/08 Rm6kse 8 AWAY= A Omaha aex RAJ PER MAN DADECOMMENTS PER MIMSDADECOMMENTS vac 1070 TECHNOLOGY DRIVE NOtWJB$PL34276 P.C. 8QX1 NDXOMf8,FL 80274 HORIZONTAL SECTION DETAILS t2 SERIES 770 ALUMINUM SGD - LMI 930770 1 NTS 19 s 23 I POT0002 Rex C raw= ACY1gFR vrllblk WM% Cole skrame! 01%-(14 ,uu,», _5/",, *F: 1SQ 0°5 •9 - t4ItLE �SSIONA ‘` A. LYNN MILL P.E P.E.@68705 DETAIL'JJ' (90° OUTSIDE CORNER, 2 -TRACK SHOWN) Rand Br Ask 10/11111 0 Rabb= NO CHANGE THIS SHEET Der Oda 1111®09 Detc 08/Q509 Alosibm Rashbow A At•oksdHp refwAM,DAlECOMM J41s cak 1070JEG JVO OGYDRIVE NOKOMIA. FL NM PA BQX 1679 FL 34874 r &0OUCT eEY $ . . as ti DETAIL 'KK' (90° INSIDE CORNER, 2 TRACK SHOWN) .,��..' ' * : 10.58 '` %,Sl otit 4 a �rit' 1 `y �w'b�iER. P.E HORIZONTAL SECTION DETAILS CORNERS SERIES 770 ALUMINUM SGD - LMI d dude sow SQ0770 NTS Shod 20 a 23 mom PGT0002 C P.E.688705 ITEM POT Dag. # PGT. # Description 1 17306 611308 2 -TRACK HEAD 2 17303 617303 21RACK HEAD WITH SCREEN RAIL 3 17309 817309 3TRACC HEAD 4 17312 617312 41RACK HEAD 5 17314 617314 FRAME SCREW COVER 8 17317 617317 FRAME HEAD/JAMB ADD-ON 7 17304 817304 21RACKSILL 8 17301 817301 21RACK SILL WITH SCREEN RAIL 9 17307 617307 3TRAC K SILL 10 17310 617310 4 -1RACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 12 17316 617315 FRAME SILL SCREEN ADD-ON 13 17318 617316 FRAME SILL SCREEN END ADD-ON 14 17305 817308 2TRACKJAMB 15 17302 817302 2 -TRACK JAMB WM SCREEN RAIL 18 17308 617308 34RACK JAMB 17 17311 017311 4 -1RACK JAMB 18 17322 617322 SILL RISER- 0 19 17319 817319 SILL RISER - 0 HOLLOW 20 17321 817321 SILL IISER -LOW FLAT 21 17318 617318 SILL RISER -LOW HOLLOW 22 17355 517385 SAL RISER - MED FLAT 23 17354 817354 SILL RISER- MED HOLLOW 24 17320 617325 SILL RISER -HIGH HOLLOW 25 17323 617325 SILL (OSER - HIGH FLAT 28 17333 617333 POCKET DOOR P-HOOK 27 7070 • 87070 NEOPRENE BLAB WSTP FOR P -HOOK 28 17334 617334 POCKET DOOR P -HOOK MOUNT 29 17335 817335 P-HOOK COVER 30 17348 617348 POCKET DOOR P -HOOK FOR BOXRISER DRAWING: 40 4319 612258 SCREEN SIDE RAIL - LOCKSTILE 41 17325 7LOCKWGSK SCREEN LCC KSET 42 17328 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 84428 SCREEN DOUBLE INTERLOCK 45 4317 812256 SCREEN TOP RAIL 48 4318 617257 SCREEN BOTTOM RAIL 47 686 78RAZ STANDARD ROLLER 48 868 7SRAX STANDARO ROLLER- ST. STL 49 4344 64344 SCREEN ASTRAGAL 80 17349 617346 0X0 SCREEN ASTRAGAL ADAPTER 61 1692 61692 SCREEN SPLINE -.185 82 1694 81694 SCREEN SPLINE -.1W 53 8153 61818320 SCREEN CLOTH 54 1725 SILICONE 112" x 4" it V18° SITTING BLOCK 55 1726 78185( 1° X4° X VW SITTING BLOC( 202 PGT Mg. # GLASS 7/15 LAMINATED Hi-HT PVB 203 17325 GLASS 8116 LAMINATED HT-HT PVB 204 17328 GLASS 7/18 LAMINATED HT -HTSOP 205 17327 GLASS 9/16 LAMINATED HT-HT SOP Rawl BF J.J. NOTE ALL ALUMINUM = 6083-T8 ITEM PGT Mg. # POT. # Description 60 17325 617325 PANEL MILE 81 17328 817325 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1228 8TP248 VINYL BULB WSTP. -THIN (INSIDE INTERLOCK). 64 1729 71729 SILL Imo WEATHE STRP PAD 65 17328 617328 INTERLOCK SCREW COVER 87 17329 617329 ASTRAGAL 88 17339 817339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP & BOTTOM RAIL 70 17380 417350 WEATHERSTRIP EXTENSION (NJECTTON MOLDED) 71 1695 71895 1112° X1'' X3/4° HIGH FIN SEAL IXRT PLUGS 72 8153 78153X TANDEM St GIL ROLLER ASSY. 73 8153 78163N TANDEM NYLON ROLLERASSY. 74 SILICONE DOW 899 OR 895 75 8185 78185( GEMINI MORTICE 3-PLY DUAL LOCK WAONO TRIM RAE 78 71032X1FPFX 01032 X 1° FL. SS SCREW W1 TYPE "F" TIP 71 7103239 1032 STEEL ZINC U- NU T 78 17358 617358 3/18 & 1/4 OGEE BEAD HORIZONTAL 79 17367 817387 1°13 BEAD HORIZONTAL 8D 17345 817359 7/16 BEAD HORIZONTAL I. 81 17360 617360 9/16 BEAD HORIZONTAL 82 1224 8TP247K VINYL BULBWEATHERS1RP 83 TGTAPE 1/21(1/1W SINGLE SIDE ADHESIVE TAPE FORD BEAD 100 8052 48052 ROLLERADJ. HOLE PLUG 101 72087 BUMPER 102 1898 71618 DUST PLUG • 103 8188 781861 1" KEEPER 104 853 78DKEEP SCREEN LOCK KEEPER 105 17344 617344 FETED PANEL CLIP -8" LONG 106 17352 817352 EXTERIOR FIXED PANEL RETAINER 107 1739 71739 HANDLE KIT- INTERIOR RAISED Willi THUMB 1URN 108 1740 71740 HANDLE KIT - RAISED EXTERIOR HANDLE 109 1731 781829114 HANDLE KIT- RECESSED INTERIOR WTH1HUMBTURN 110 1732 78178 HANDLE KIT - RECESSED EXTERIOR PULL 111 710434PPSDAX #10X3/4° PH. PN. TEK- S.& 112 1235 67516 WSIP,.270X.170 -FIN SEAL 113 1712 64068 .187 X 230 FINSEAL 114 71/3015PPX #10X11/2° 115 7100PPT #10X1° 118 720X1X #14.25X1" ST. STL 117 720)012X #14-20 X 1.6" ST. STL 118 17338 617336 CORNER RECEIVER 119 17337 617337 OUTSIDE CORNER ASTRAGAL 120 17338 8117338 INSIDE CORNETT ASTRAGAL 210 GLASS LAMINATED 10 3/181 -7/18 LAMINATED HT-HT NB 211 GLASS LAMINATEDIG1 /4T -7/18 LAMINATED HT-M'PVB 212 GLASS LAMINATED IG 31187 -7116 LAMINATED HGHTSGP 213 GLASS LAMINATED 10 1147 -7/18 LAMINATED HT -HTSGP 4N)ODOC15611Y!$Ew A. N.11. -IO Nd• �L�f Oda 11h1 neccos NO CHANGE THIS SHEET Rend Itg 811W Road stet ena®rey. SMC 085310 oft 111&08 Aniskaw a Retaken A Modele7 a✓A PER MWWDADECOMMENTS PER MIAMI DRUZC este I 1070 TECHNOLOGY DRIVE NOKOMIS, FL84276 P.Q 1828 .PL84274 PARTS LIST SERIES 770 ALUMINUM SGD - LMI SG0770 I NTS Root 21 s2 ouc4px° PGT0002 Sav C `,1Lf1111i111 •1•1� >ViNN M1' /,i �� *7 05 to /0i:SS�IONPN 11`7. A. LYN{N MILLER, PE. PE.#48708 1.050" r- 0.050 0.779" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) (78) MAT L: (65) MAT L: 6063 -T6 (8) MAIL: 6063 -T6 0.233° 0.082° P -HOOK SCREW COVER (29) MAT'L:6083 -T6 3.802" 0.752° 0.080" 0.082° 0.709" 1.182" T 0.550° 1.739° SILL TRACK GLAZING BEAD (1.G.) FIXED PANEL CLIP FOXED PANEL RETAINER INTERLOCK (11)MATL•6063 -16 (79)MAIL•606316 (108)MATL:6063 -T6 (106)MATL:6063 48 (82)MATL:6063 -T6 3' 3.979° 1.645" P -HOOK FOR BOX RISER (30) MAT'L• 6083 -T6 4.126° 0.128"° STANDARD ASTRAGAL (87) MAIL: 8063 48 0.674° 0.052° y 0.078" 1304" 1.6" P-HOOK (26) MATT» 6063 -T6 ir 328° TOP/BOTTOM BOTTOM RAIL (69) MATL• 608376 --"- 1.872" r- 0.780° 0.760" 0.oar .-°► .¢ 0.082" 4.055" 3.305" 7 0.082" 3.125° STANDARD STILE (60)MATL:6063 -T6 1.019" SCREEN STILE (40) MAT'L: 6063 46 0.082" 0.750" FLUSH FLAT SILL RISER (18)MATL: 6063 -T6 HEAVY DUTY ASTRAGAL (88) MATT: 6083 46 3.125" HEAVY DUTY STILE (61) MAT!: 6063 -T6 0.232° 2.555° 0.082' 3.205° iTLrt455° -►ih-- 0.062' --�H+• 0.06? --�H- 0.082° FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER (19) MAT'L• 8083 -T6 (20) MAT'L: 605346 (22) MAT'L• 6063 -T6 (28) MAIL: 6063 -76 2.304° 0.082" 0.798" P-HOOK MOUNTING ADAPTOR (28) MAIL: 6083-T6 0.232' 3.955" HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER (23) MAT'L: 6063•T6 (21) MAIL• 606348 (24) MAT'L.: 6083 -76 steintiplyhimilidlie P.M Ampeasse D) * lactadlix J.J. ena &Warm J.J. 10/11/11 0 NO CHANGE 77418 SHEET Rend BF Der« Redeccie Ream: Dena RaK"aa°a SMO 10 A PER WAMIDADE COMMENNTS Dess0X aft 0k0a8$ Den: SAM 08105109 RJA 107O7ECNNOLOOYMSC NaxC0t&3 FL 34278 P.O. 1529 R.24274 EXTRUSIONS SERIES 770 ALUMINUM SGD - LMI ac &camas& 144v4. 888770 , NTS 122 a 23 I PGT0002 I 0 5.069" 0.081" - 2-TRACK HEAD (1)MAT'L: 6083 -T6 8.198° 1211" 8.882' 0.080" 4 -TRACK 8 LL (10) MAT'L: 8063.78 L 6.526" 0.081" - 0.080° 2 -TRACK HEAD W/ SCREEN TRACK (2) MAT'L• 6083 -T8 7.106° -LOr 0.081 " --•' 3 -TRACK HEAD (3) MAT'L: 6063 -T6 rlcIr 9.14? 8u -LN 1 1.211° 4-TRACK HEAD 0.081" -- (4)MAT'L: 8083 -T8 5.821" 3 -TRACK SILL, (9) MAIL: 6083 -T6 6.221° r- 1.505" 1.045" r 1" 0.082" SCREEN TOP RAIL (45) MAT'L• 6083.16 1.506" 1.993" 0.875" 0.082" SCREEN BTM. RAIL (46) MAIL: 6083 -T6 --i 1.38° 0.081° 5.089" '71 2 -TRACK JAMB (14) MAT'L: 6083 -T8 1.505" 1.38" 0.080" 2-TRACK SILL W/ SCREEN TRACK (8) MAT'L: 6063 -T6 7.105° 1.8' 4" INSIDE CORNER ASTRAGAL (120) MAT'L:6063 -T6 DSC X1/11 OUTSIDE CORNER ASTRAGAL (119) MAT'L:6063 -T6 CORNER RECEIVER (118) MAT L: 6083 -T6 0.081" 9.141' 4 -TRACK JAMB (17) MAT'L: 8083•T6 2 -TRACK JAMB W/ SCREEN TRACK (15) MAT'L:6083 -T6 La;yyNK wM► ire 1114!. spk Mis.0 w t NO CHANGE THISSHEET Rout Dr �>ti, SVC Osarag SAW Dabs Dabs 11118109 Data 008/04109 Ramtra Raadebss A 6ee°bsa8s RJA PER MIAd0DADECOl3t78 Dabs 1070 TECHNOLOGY DRNE NOKOMI , FL 34278 P.O. BQX 1529 NOKOMIS, FL 39774 EXTRUSIONS Air SERIES 770 ALUMINUM SGD - LMI pwsmat ear" peat SOD770 NTS 123 ^D 23 lOwastia PGT0002 I C `��oNy �vNH M,•o ocENSF'' •.'P . * ' No.58705 d STATE OF �� "�"� �t�. �y �t� A. LYNN MILLER, P,E P.E.S88705 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact @buildingdrops.com Product Evaluation Report of JELD -WEN, inc. Steel Wood Edge Steel Inswing & Outswing Opaque Door w/ Sidelites for Florida Product Approval FL# FL15256 Report No. 1802 Florida Building Code 2010 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Steel Wood Edge Steel I/S & O/S Opaque Door w/ Sidelites Steel/Wood 149 "X 81.875" (Maximum) Prepared For: JELD -WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 02 /13/2012 Contents: Evaluation Report Pages 1— 4 Installation Details Pages 5 —6 Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2012.04.18 20:55:36 - 04'00' BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #:FL15256 Date: 02/13/2012 Report No: 1802 Manufacturer: JELD -WEN, Inc. Product Category: Exterior Doors Product Sub - Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Steel Wood Edge Steel I/S & O/S Opaque Door w/ Sidelites 149" X 81.875" (Maximum) Scope: Limits of Use: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD -WEN Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions JW032012FL, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering. 4. Non - Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing JW032012FL require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions JW032012FL for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 6 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #:FL15256 Date: 02/13/2012 Report No: 1802 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL- 210 - 3801 -2, Report Date: 02/04/2012 Report #: NCTL- 110 - 11987 -1, Report Date: 04/06/2009 2. Quality Assurance National Accreditation and Management institute (FBC Organization #: QUA 1789) 3. Miami Dade BCCO (FBC Organization #: CER 1592) NOA #: 08- 0206.01 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 6 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #:FL15256 Date: 02/13/2012 Report No: 1802 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW032012FL) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, XXO, OXXO X, OXO Outswing Positive 60 PSF* Positive 65 PSF* Negative 60 PSF Negative 65 PSF Inswing Positive 60 PSF* Positive 65 PSF* Negative 60 PSF Negative 65 PSF *Product has not been rated for water infiltration. If authority having jurisdiction requires that product meets this requirement, product shall be used when installed at location protected by overhang such that overhang (OH) ratio = OH length /OH height is 1.0. Hermes F. Norero, P.E. Florida No. 73778 Page4of6 • r BUILDING DROPS A Perfect Solution In Every Drop Certificate of Authorization: 29578 FL #:FL15256 Date: 02/13/2012 Report No: 1802 Installation Method JELD -WEN, inc. Steel Wood Edge Steel Inswing & Outswing Opaque Door w/ Sidelites Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 6 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL #:FL15256 Date: 02/13/2012 Report No: 1802 Hermes F. Norero, P.E. Florida No. 73778 Page 6of6 3ELD -WEN DOOR INSTALLATION DETAILS STEEL 24 GA. WOOD EDGE OPAQUE & GLAZED SIDELITES UP TO 12'-O" X 6'-8" OUTSWING /INSWING GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL CODE (I.R.C.) AND THE CURRENT FLORIDA BUILDING CODES (FBC). PRODUCT HAS BEEN TESTED TO TAS 201 -94, TAS 202-94 AND TAS 203-94. PRODUCT ALSO MEETS °HIGH VELOCITY HURRICANE ZONE° (HVHZ) REQUIREMENTS. 2. 1X AND 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 3. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO JELD -WEN DOCUMENT #J11108 (INSTALLATION INSTRUCTIONS FOR PRE -HUNG ENTRY DOORS) FOUND ON THE JELD -WEN WEBSITE: JELD- WEN. COMJLE4RN /RESOURCES/ INSTALLATION & FINISHING/. 5p. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NON - IMPACT GLASS SIDEUTES. 6. FOR DESIGN PRESSURE RATINGS, SEE TABLE 1, 371/2 MAX. SHEET 1. FRAME TYP. 7. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3116' DEEP. EXAMPLE: 8. CORE DESIGN: EXPANDED POLYSTYRENE WITH 1.0 TO 1.25 LBS DENSITY, BY JELD -WEN INC. 9. FACE SHEETS: 24 GA (0.021° MIN) THICKNESS. GALVANIZED STEEL WITH AVERAGE MINIMUM YIELD STRENGTH FY(AVE)=40300 PSI. IMPACT LITE NON - IMPACT LITE SEE SHT. #2 SEE SHT. #2 371/2' MAX. O.A. FRAME TYP. OPAQUE FULL LITE 3-0 X 6-8 ELEVATION SINGLE (X) & (0) 4 $�w ?LL y O 0 —g ci d 0 u. 111 0) N ,va MM., rNwlr,c FRAME ITEM D.L.O. SHT. #2 MATERIAL 74° MAX 1 NON - COMPRESSION SHIM (0.25° MAX. THK.) WOOD / \ 2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. a( 1/ 1 \ IIm. 11 a ,ill 1m1 /_ / #10 WOOD INSTALLATION SCREW W/ 1 1/2° MIN. EMBEDMENT FIXED ACTIVE INACTIVE FD�D \/ 12 -0 X6-8 ELEVATION DOUBLE DOOR W/ FULL 3-0 SIDELTTES (OXXO) TABLE 1 HVHZAPPROVED SYSTEMS: 0, X, 00, X0 or OX, OXO, 000, Oxx of XXO, OXXO, 000 W/ POSFI) SIDEUTES QUALIFIES: OPAQUE ACTIVE PANELS AND IMPACTINON- IMPACT GLASS SIDEUTES MAX. PANEL WIDTH = 38' S8 TALL SYSTEMS: SZE (Xx) (550) (MOO) OUTSWING POSITIVE + 60* NEGATIVE - 60* INSWING POSITIVE + 60* NEGATIVE (X)(oxo) + 65* -65* + 65* -655* COMPONENT LIST ITEM DESCRIPTION MATERIAL QTY. 1 NON - COMPRESSION SHIM (0.25° MAX. THK.) WOOD AS REQ. 2 2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 3 1x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 4 #10 WOOD INSTALLATION SCREW W/ 1 1/2° MIN. EMBEDMENT STEEL AS REQ. 5 3/16° ITW TAPCON ANCHOR W/ 1 1/4' MIN. EMBEDMENT STEEL AS REQ. 6 #10 X 2° PHIWPS FLATHEAD WOOD SCREW STEEL 3 OR 6 7 #8 X 2 PHIWPS FLATHEAD WOOD SCREW STEEL AS REQ. 8 #9 X 1° PHIWPS FLATHEAD WOOD SCREW STEEL 21 OR 28 9 1° OVERALL ALUMINUM FRAME IMPACT GLAZING 13 BY ODL ALUMINUM 1 10 KWIKSET LOCK SERIES 400 STEEL 1 11 KWIKSET DEADBOLT SERIES 780 STEEL 1 12 1° OVERALL PLASTIC FRAME NON - IMPACT GLAZING 13 BY ODL PVC 1 13 #8 X 1 1/2° PHIWPS FLATHEAD WOOD SCREW STEEL AS REQ. * NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO OH LENGTH + OH HEIGHT IS 1.0 OVERHANG RATIO 75° MAX. FRAME E75° MAX. FRAME 112112 MAX. FRAME - - 1•74° MAX. FRAME —j ACTIVE \ 6-0 X 6-8 ELEVATION DOUBLE (OX) SHEET INDEX SHEET # DESCRIPTION GENERAL NOTES, 8.0.M., ELEVATIONS & ANCHOR LOCATIONS 2 0UTSWING/INSWING BOX NULLING DETAILS 3 OUTSWING VERTICAL AND HORIZONTAL SI t.I IONS IN WOOD 4 OUTSWING VERT. AND HORTZ. SECTIONS w MASONRY /CONCRETE INS )NG VERTICAL AND HORIZONTAL SECTIONS IN WOOD INSWING VERT. AND HORII. SECTIONS IN MASONRY /CONCRETE 7 OUtSWING AND INSWING ANCHORING DETAILS ACTIVE FixED 6-0 X 6-8 ELEVATION DOUBLE (XO) d FDQ D FEED 9-0 X 6-8 ELEVATION TRIPLE (OXO) is ACTIVE W OVERHANG LENGTH 81 6-0 X 6-8 ELEVATION DOUBLE (XX) Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2012.04.19 18:47:17 - 04'00' HERMES F. NORERO FLORIDA P.E NO. 73778 127 W. FAIRBANKS AVE. STE 438 WINTER PARK, FL 32789 FBPE CERT. OF AUTH. NO. 29578 are 1/20/2012 SCAM NONE G.LUBBECKE a".ar: SSAFFELL DRAWING No: ]W032012FL MEET 1 of 7 A2 6- #8 X 2" PFH SCREW AT EACH MULLION TYP. BOX SIDELITE MULL MAX. 4 UNITS EXAMPLE: OXXO, OXO, OX 1 APPLY DAP ALEX PLUS SILICONE OR EQUIV. BETWEEN JAMBS BEFORE MULLING FIXED ACTNE 1 } 21° MAX. D.L.O. O J ODL IMPACT (ALLEN) FULL LITE ODL LIP -LITE NON - IMPACT 3-0 X 6-8 SHOWN 5/8° MIN. ODL REDISEAL GLASS BITE FOAM GASKET INTERIOR 1/8° TEMPERED 1 7/8° 3-0 X 6-8 SHOWN INTERIOR SIDE GLASS 1° MAX. 1 3/4° 1/8° TEMPERED GLASS JWINDOWS 3 f d zz T ` 0 h 0 1 3/4° `�!= T MAX. i Cd (0 1 7{ %G 3/4 °AIRSPACE X a 1/2° MIN. GLASS Q BITE A 1318° - z t' y O a g N 1 g2 0.509° AIR SPACE (2) 1/8° ANNEALED GLASS ODL REDISEAL FOAM GASKET 0.090 PVB INTERI.AYER BY SOLUTIA (NOA #08- 0206.01) } DETAIL A2 (12) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT CU-D SPACER DETAIL B2 DETAIL C2 ODL IMPACT GLAZING DETAIL ODL NON - IMPACT GLAZING DETAIL MAX. D.L.O: 20 1/2" X 62 1/2° MAX. D.L.O: 21" X 63° ODL PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA #10- 1209.01 HERMES F. NORERO FLORIDA P.E. NO.73778 127 W. FAIRBANKS AVE STE. 438 WINTER PARK, FL 32789 FBPE CERT. OF AUTH. NO. 29578 We 1/20/2012 scA a NONE DWG. sr G.LUBBEQO= arc•er: SSAFFELL DWI JW032012FL sEr 2 0, 7 1/4° MAX. SHIM SEE NOTE #7 ON SHEET 1 1/4° MAX. SHIM SEE NOTE #7 ON SHEET 1 OUTSWING OPERATING UNIT VERTICAL CROSS SECTION HEAD JAMB 1,2 amu. 114° MAX SHIM T MN SEE NOTE #7 ON SHEET 1 INTERIOR 1' MN. STATIONARY UNIT EXTERIOR HORIZONTAL CROSS SECTION OUTSWING SHOWN OUTSWING STATIONARY UNIT VERTICAL CROSS SECTION HEAD JAMB 0 4X HINGE DETAIL 3 REQ'D 1° MIN. 1 1I2` MIN. EMBED. 11/4° MAX. 041 SHIM OUTSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION EXTERIOR 0 0 0© 1 � ;qYM; NIII. IIIIIIIIII� 49111A 0d© IN. INTERIOR 4 INTERIOR EXTERIOR 1 112° MIN. EMBED. SEE NOTE #7 ON SHEET 1 114° MAX. SHIM 1 1/2" MIN. EMBED. 1° MIN. } OUTSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECTION 1" MIN 1° MIN OUTSWING OPERATING UNIT VERTICAL CROSS SECTION SILL NOTES: 1 FOR PLACEMENT OF RW TAPCON ANCHORS IN 2X BUCK OR IX BUCK CONCRETE/MASONRY OPENINGS, SEE SHEET 4 rp,OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. ITEM 46, (510 X 2°) ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. ® AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. WINDOWS & DO HERMES F. NORERO FLORIDA P.E. NO. 73778 N. 127 W. FAIRBANKS AVE STE 438 71032012FL WINTER PARK, FL 32789 FBPE CERT. OF AUTH. NO. 29578* 3 c 7 3 z 0 w 0 0 Q0 0 x =Q q. r Z ui N O one 1/20/2012 a^' NONE OM BY: G.WBBECKE aster: SSAFFELL 1 1/4' MIN. EMBED 1° MIN. 1' MIN. 1° MIN. 1 MIN ■ 1° MIN. P MIN. CONCRETE/ MASONRY BY OTHERS TYP. 1/4° MIN. EMBED CONCR MASONRY BY OTHERST 114° MAX. SHIM EXTERIOR SEE NOTE #7 ON SHEET 1 INTERIOR 1 114° MIN. EMBED OUTSWING OPERATING UNIT VERTICAL CROSS SECTION HEAD JAMB 0 114° MAX. SHIM OUTSWING OPERATING UNIT VERTICAL CROSS SECTION SILL SEE NOTE #7 ON SHEET 1 SEE NOTE #7 ON SHEET 1 - INTERIOR OUTSWING STATIONARY UNIT VERTICAL CROSS SECTION HEAD JAMB 1114° MIN. EMBED EXTERIOR I— 1° MIN 1 MIN —'1 OUTSWING STATIONARY UNIT HINGE DETAI VERTICAL CROSS SECTION 'J .'.,., 3REQ'D r, r, /i:! /,:� Y /,Z/,/,%/,2, � BOXED SIDEL1TESILL / /% / //I /' O ®0 EcrEmR FAN 1" MIN. �� )1 LMTERIOR ° io- 1'MIN. -1 �- 1" MIN. � � � 1 °MIN. 1° MIN. 1° MIN. Y MIN. 1 1/4° MIN. EMBED. OUTSWING HINGE JAMS AT FRAME HORIZONTAL CROSS SECTION NOTES: 0 1/4° MAX SHIM -SEE NOTE #7J/ ON SHEET 0 1/4' MAX SHIM -"1 1 1/4' MIN. EMBED. OUTSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. ITEM #6, (#10 X 21 ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE , CLOSEST TO WEATHERSTRIP. 'DAT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. SEE NOTE #7 ON SHEET 1 CONCRETE/ MASONRY BY OTHERS OUTSWING OPERATING UNIT VERTICAL CROSS SECTION OPTIONAL 1° BUCK 1° MIN. 1' MINA 1 °MIN. \ \\ \-SEE ITEM #7 ? um.? IN. ON SHEET I 1 /4'MAX. SHIM 1 1/4° MIN. EMBED OUTSWING OPERATING UNIT HORIZONTAL CROSS SECTION OPTIONAL 1° BUCK CONCRETE/MASONRY BY OTHERS OPTIONAL MASONRY /CONCRETE INSTALL CROSS SECTION OF HEAD JAMS OR SIDE JAMS SEE NOTE #7 ON SHEET 1 n: 0 w I Dare 1/20/2012 sNONE MG. G.LUBBECKE HERMES F NORERO oa.a SSAFFELL FLORIDA P.E. NO. 73778 127 W. FAIRBANKS AVE STE 438 7WO32012FL WINTER PARK, FL 32789 FBPE CERT. OF AUTH. NO. 29578 61= 4 Oe 7 1° MIN. 1° MIN. 1° MIN. SEE NOTE #7 ON SHEET 1 INTERIOR EXTERIOR INTERIOR 1 1/2° MIN. EMB. } 1 1/2° MIN. EMB. MAX. SHIM SEE NOTE #7 ON SHEET 1 118' MAX. SHIM INTERIOR SEE NOTE #7 ON SHEET 1 INSWING OPERATING UNIT VERTICAL. CROSS SECTION HEAD JAMB SEE NOTE #7 ON SHEET 1 INTERIOR STATIONARY UNIT HORIZONTAL CROSS SECTION INSWING SHOWN 0 4X HINGE DETAIL 3 REQ'D 1 1/2° MIN. EMBED. INSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION INTERIOR INSWING STATIONARY UNIT VERTICAL CROSS SECTION HEAD JAMB SEE NOTE #7 ON SHEET 1 sir INTERIOR 114° MAX. SHIM QQ© 1° MIN 1° MIN INSWING OPERATING UNIT VERTICAL CROSS SECTION SILL 1° MIN. I I 1° MIN. 1 V2° MIN. EMBED. } INSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECTION 1•--•11° MIN INSWING STATIONARY UNIT VERTICAL CROSS SECTION BOXED SIDEUTE SILL NOTES: 1 FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR IX BUCK CONCRETE/MASONRY OPENINGS. SEE SHEET 6 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. ITEM 46, (#10 X 2°) ONE SCREW TO BE INSTALLED IN EACH • HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. 4 AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. HERMES F. NORERO FLORIDA P.E. NO. 73778 ow 127 W. FAIRBANKS AVE STE. 438 3W032012FL WINTER PARK, FL 32789 FBPE CERT. OF AUTH. NO. 29578sum* 5 OF 7 care 1/20/2012 samNONE owe ar. G.WBBEQ3: arc.sr. SSAFFELL • 1 1/4' MIN. EMBED 1° MIN. 1" MIN. mom 1• MIN. 1" MIN. CONCR MASONRY BY OTHERST 1/4° MAX. SHIM SEE NOTE #7 ON SHEET 1 n INTERIOR INSWING OPERATING UNIT VERTICAL CROSS SECTION HEAD JAMB EXTERIOR 1" MIN 1TERIOR 1 MIN. 1° MIN. CONCRETE/ MASONRY BY OTHERS TYP. 1 1/4" MN. EMBED 1 1/4" MIN. - EMBED - 1/4° MAX. SHIM SEE NOTE #7 ON SHEET 1 O x `O �I Non.*; O ©O /,�,, INTERIOR 1• MIN. FEIN 1' MIN. M-I \\ II HINGE DETAI 3 REQ'D 1" MIN. 1• MIN. 1 1/4" MIN. EMBED. INSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECTION O 1/4° MAX. SHIM INTERIOR INSWING STATIONARY UNIT VERTICAL CROSS SECTION HEAD JAMB NOTE #7 —�' ON SHEET 1 O E1fTEPo0 O© EXTERIOR INTERIOR SEE NOTE #7 ON SHEET 1 1 1/4" MIN. EMBED 000 rMw. 1' MIN 1 MIN —I INSWING OPERATING UNIT VERTICAL CROSS SECTION SILL EXTERIOR INTERIOR -11111!!!!!L F^ 1' MIN 1/4° MAX. SHIM P MIN. 1 MIN —I INSWING STATIONARY UNIT VERTICAL CROSS SECTION BOXED SIDELITE SILL P MIN. 1' MIN. 1 1/4• MIN. EMBED. INSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION NOTES: IDOPTIONALLY. ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. ZIITEM #6, (#10 X 21 ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. DAT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. 1 1/4" MIN. EMBED 1• MIN. 1• MIN. 11/4• MIN. 1° MIN EMB. CONCR MASONRY T' BY OTHERS 1• MIN. 1° MIN. 1" MIN. 1" MIN. CONCRETE/MASONRY BY OTHERS 1/4" MAX. SHIM SEE NOTE #7 ON SHEET 1 CONCRETE/ MASONRY BY OTHERS 1° O r RIOR INTERIOR INSWING OPERATING UNIT VERTICAL CROSS SECTION OPTIONAL 1° BUCK ©© INTERIOR NQ EXTERIOR I' iFk `-SEEITEM ON SHEE 114' MAX. SHIM 1 114• MIN. EMBED 1/4" MAX. SHIM 1 1/2" MIN. EMBED OPTIONAL MASONRY /CONCRETE INSTALL CROSS SECTION OF HEAD JAMB OR SIDE JAMB INSWING OPERATING UNIT HORIZONTAL CROSS SECTION OPTIONAL 1° BUCK SEE NOTE #7 ON SHEET 1 WINDOWS • Doo1 Dnh: 1/20/2012 su:e NONE CWG BY:G.WBBEQO: HERMES F. NORERO FLORIDA P.E NO. 73778 127 W. FAIRBANKS AVE STE 438 WINTER PARK, FL 32789 FBPE CERT. OF AUTH. NO. 29578 MY- S.SAFFELL OWING Nat JW032012FL s ET 6 o 7 NOTE: SHIM FOR SUPPORT AT OR NEAR EACH ANCHOR IS REQUIRED 3° TYP. 149° MAX. O.A. FRAME C7 C7 3° TYP. a z a t•-- rn cn EI O Z W IL 7 1 5co —1 v� M .- 12-0 X 6-8 OUTSWING/INSWING (50) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 1121/2" MAX FRAME 3° TYP. f -74° MAX. O.A. FRAME r -3" TYP. © 3° TYP.--.1 371/2° MAX. O.A. FRAME 3° TYP. 1 6-0 X 6-8 OUTSWING /INSWING U (30) ANCHOR LOCATIONS PO (FROM EDGE OF FRAME) 3-0 X 6-8 OUTSWING/INSWING (18) ANCHOR LOCATIONS (FROM EDGE OF FRAME) migdirralw, N VS CLLR; DETAIL A7 (8) ANCHOR LOCATIONS AT MULL s° a° 9-0 X 6-8 OUTSWING/ NSWING (38) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 2- #8X3 "PFH SCREW FROM prAl ASTRAGAL KIT Milpr 1- TOP ASTRAGAL STRIKE PLATE DETAIL C7 -C7 OUTWING OR INSWING DETAIL D7 -D7 OUTWING ONLY 2- #8X3°PFH SCREW FROM ASTRAGAL KIT 1- BOTTOM ASTRAGAL STRIKE PLATE 1- BOTTOM SHOOT BOLT INSERT PLUG 6-0 X 6-8 OUTSWING/INSWING (28) ANCHOR LOCATIONS (FROM EDGE OF FRAME) DETAIL D7 -D7 INSWING ONLY HERMES F. NORERO FLORIDA P.E. NO. 73778 127 W. FAIRBANKS AVE. STE. 438 WINTER PARK, FL 32789 FBPE CERT. OF AUTH. NO. 29578 DETAIL B7 (10) ANCHOR LOCATIONS AT ASTRAGAL Dare: 1/20/2012 Soya NONE a a z O car;. er: G.WBBECKE CUL Sr: S.SAFFELL awwmcrn_ 7W032012FL r 7 c 7 4 t OI♦ O I I♦ D7 D7 12-0 X 6-8 OUTSWING/INSWING (50) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 1121/2" MAX FRAME 3° TYP. f -74° MAX. O.A. FRAME r -3" TYP. © 3° TYP.--.1 371/2° MAX. O.A. FRAME 3° TYP. 1 6-0 X 6-8 OUTSWING /INSWING U (30) ANCHOR LOCATIONS PO (FROM EDGE OF FRAME) 3-0 X 6-8 OUTSWING/INSWING (18) ANCHOR LOCATIONS (FROM EDGE OF FRAME) migdirralw, N VS CLLR; DETAIL A7 (8) ANCHOR LOCATIONS AT MULL s° a° 9-0 X 6-8 OUTSWING/ NSWING (38) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 2- #8X3 "PFH SCREW FROM prAl ASTRAGAL KIT Milpr 1- TOP ASTRAGAL STRIKE PLATE DETAIL C7 -C7 OUTWING OR INSWING DETAIL D7 -D7 OUTWING ONLY 2- #8X3°PFH SCREW FROM ASTRAGAL KIT 1- BOTTOM ASTRAGAL STRIKE PLATE 1- BOTTOM SHOOT BOLT INSERT PLUG 6-0 X 6-8 OUTSWING/INSWING (28) ANCHOR LOCATIONS (FROM EDGE OF FRAME) DETAIL D7 -D7 INSWING ONLY HERMES F. NORERO FLORIDA P.E. NO. 73778 127 W. FAIRBANKS AVE. STE. 438 WINTER PARK, FL 32789 FBPE CERT. OF AUTH. NO. 29578 DETAIL B7 (10) ANCHOR LOCATIONS AT ASTRAGAL Dare: 1/20/2012 Soya NONE a a z O car;. er: G.WBBECKE CUL Sr: S.SAFFELL awwmcrn_ 7W032012FL r 7 c 7 4 t